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Home My WebLink AboutBayside Condominiums Construction Plans Received on 8/15/01 starts with page A-1the page counts include this page 11 Dates of Record Dates of Record Item No. Records Series Title From: To: No of Pages. 1 BP#3455 8964 Puerto Del Rio Dr. #3454 8934#35,30 8984 2005 36 Bayside Condominiums Construction Plans Received on 8/15/01, starts with page A-1 ZOOQ X0017 3 Bayside Condominiums 732 Bayside Drive Bldg. C Fire Sprinkler System 2004 81 4 _ Bayside 8681-8685 Villa Nova Drive 2004 Construction Plans, Surveys, Doors and Trusses 2004 13 5 Bayside Condominiums 732 Bayside Dr. Bldg. C Fire Alarm System 2004 15 6 Bayport Condominiums 8639-8643 Villa Nova Drive Construction Plans 2004 58 7 8647-8651 Villa Nova Dr. — Bay Port Condominiums Construction Plans 2004 65 8 Madison Cay 8505, 8515, 8525 Elbow Key Ct. Construction Plans 2004 13 9 248 Coral Dr. Permit #3357 2004 9 10 _ Madison Cay 8505, 8515, 8525 Elbow Key Ct. Final Surveys 2003 4 11 101-109 Majestic Bay Avenue —Construction Plans, Form Board Survey, and Final Survey 2004 52 12 Madison Cay 8535 & 8545 Elbow Key Ct. Construction Plans & Final Survey 2004 12 13 8951 Lake Drive Bldg. E Unit 205 Shutters & as -built Final Survey 2002 2003 11 14 506 Jackson Ave. Addition & Remodel Roof Specs 2003 2004 64 15 Ocean Gardens Townhouse Elevations 1998 2 the page counts include this page 11 1 124 ,iJN : CHE CK50 MAP, DATA. 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I I I v ' L I I , , - - 4 1, , K O A ( k I k t I I f I V , I 1 , 1, IV, I I I . ! - ! , I - vt ,,1 .1 . I . , , - , t , , , 'r I L _-1 , " 4 I . I tiL ; .' " ,4 ' ' I 1 , ,I ! " IT I I I , I I , , , I p - L ; I 'R ' - It , ' . - S - "i L, " "A " & `. -' , , , 4 ;, 'i; r4"g, # , j it L , 'f , , " , , ', ,.;i' 1 ' 1 , - p , L + , " . - I " ', . . I '. , 1 i , :L- A"' ' "," `_ ' ":' ' ,- - , , , . " , , .'4' 1 , I 11 " , " _ I , ' ' " ,L , I , s , . I ' * Z _' I - - -4 . I L . 11 . V , . I "I , , i , t 1 1 -, , - t 11 I I - _ - , " I . I * I ilt, - I 1 14, "ti t j 7 . i - - - i I . I . - 11 .: . jl t _, , - L . R . , . .1 , : , . - I " I - , ' . , L. - , , O "I , , , J; 1'. * , ' , ', L - ' - I : -1 '. I "'r " ' , , ' , , l - . I I -, . % W, !-, ,Z, - ., * , , i A r . - i , 1I , , t I + 4 411 .; I C " _ ' , L ,, . I 1 1 * I I i 11 , I , ' L - , . . 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I " ,7 4 1 , " F L I L , , , , , , ! ' I L, 1 , , I . . 1A I , I _l I I .:1 ` 7 - I ,- 1, " , , I 'f , 4 , , ,;t,, , , j ' OL' i _ - I I , , el- 0. , ri : . V ; , ! - 4`, ,,, , 1 " , 41 't 11 l y , " A " , P , v , , e- L - _ I , 11 L I 11 i . . - I I . 11 I I " *, ", I Z V I . V . - , , I - , O I - * r . , , , , _ - I I , , - , I I I I I I . 'L I I " , - ' " 4 # 1 , " I ; 0. - , i,z,-, *L, , + ,e j , - I I , , L , ,, , ; ; , ' "L 'A I , I - ;", - "' , (* , '. , , , L ,. , , 4 , , " , . - _" I j . L - , , I i . I 1, I i v . ,4 , I , 5 _ _ , , , - . 'L ' , , , . , t . "L . i I I I ' ' . . . . I, , 1. , L , ' I' t 'L ' ' - I" ' I Ni", I - - ! j " `L t" , . I Li, , , , , ', , , ': , L . , , i5 11 " z . I - I ' L 1, ,; I 1 , , . , I , i,', L I " t - _, _ : 1 I I - , -4 , , I - , , , i I 't , , , ,,, -!" - I ,; 1, I I . , tk I I 11 I '. - I I , : _ . '11" . I I . I L' I . , - ilI . .' 1 4 ' . , L , - , , ., , , ' ; e, ; , I , I 1 1 k 4 I I I _ , L I L , t,' r ;, I , I , 11 "I " , - - ,7 L , , , L _ __t I - , I I , 'L . I I I I I , I . . , j , " ,. p "? ' ' L; L --f , i t' L . "P 1 ,IL 1 , , , , , , L '4 . I " It 4 ' t - I I \ f. -, " I , , ' -,' , . , , , ,.t" , A : , ' , I I - , , . ; : - ', Fr I I I , , I i , * , ,tO,, I , L : _ , _ . I t. 1 , ; , , I 1 'i I , , , I 11 lid I,,, , I " , , , - , 'I _ , v -- " , I 11 4 11 I ilt_ ': ' r ' , i i - , : -11 I , 1 ,!;,it I '', k A, , - , I , I , . I , I . 11 : , - , - , -,-f, , , - , , , '). . , I 1 ' "' 1. . , ." : 't . , . ' L , 11 i I t', " , , I , T I . t - ,(' , , , . I , J , 'L ' , _ 1 - 71 1 , - , - 14 -, I I I 11. I I ''I ". . , i , , . _, _l * . - I , - . - - - - "' I : " , , ai, , I 1 I I I I , - 11, - I -i I , - k , ' ; , I - I I % - _ , - I '_ "" 1. ki. 11 , "L ., I A I I I . l ., 'k, A - , , " - vii ' t ,i . oc " ,-, " L ,l 1 I I I I ,, , , , I V I , -'.-. 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Refrigerant piping and accessories shall be installed in accordance with beat practices of the trade and in strict accordance with the air conditioning equipment manufacturers recommendations. 3 Piping -shall be type L hard drawn precleared and sealed ACR refrigerant tubing with wrought copper precieaned refrigerant fittings. All joints shall be brazed. Proper coraideration shall be given to expansion and contraction and Flexible pipe connections shall be provided at compreeeors. 4. Piping shall be pressure tested, flushed and evacuated before charging. 5. Suction refrigerant piping and fittings shall be trsulated with 3/4" JM. aerotube 11 elastomeric closed cell insulation with all joints sealed. 6. Piping shall be run in a neat and orderly manner and properly supported. 1. Unita shall be fitted with accessories to permit cooling operation at 40 F outdoor air temperature and a time delay to prevent short cycling. 6. Thermostat shall be mounted no more than 48" above Finiah Floor. 9. Mechanical syatem supply t return air shall include automatic shutdown device per 5BCC1 1994 MECHANICAL CODE section 406 where required. 10. One year warranty From date of acceptance and an additional Four year extended warranty on the compressor. PERFORMANCE TE5T5 I. Test, adjust, ba lance and correct all parts and all systems to make them fully operational. Testa and reports in accordance with AABC standards. 2. Adjust air quantities to within ten percent of design requirements. 3. Adjust fan sheaves as required to balance air systema. If adjustments cannot be made within the limits of the sheaves, then provide new sheaves and belt$. 4. Operate all systems for as long as required for complete testing and ba lancing. 5. Any portion of the aystems shall be rebalanced as required by field conditions for a period of one year after acceptanced. 6. Submit copy of teat data of the following to owner for approval: a. Fan. RPM b. Motor current c. Fan CFM and speed d. Return air and outside air CFM e. Entering air and supply air temperatures ( dry bulb ) F. CFM per grille, register or diffuser DUCTWORK i. Provide ductwork, grille boxes, plenum chambers, dampers and all auxiliary work of any kind necessary to make the various ventilating and air conditioning systems complete and ready for proper operation. 2. Air conditioning aupply air and return air ductwork shall be Fabricated of 1 1/2" fiberglass duct board with foil facing, I" fiberglass duct board may be used if located within the air conditioned space. Round fiberglass duct shall be made with UL class I ineulated flexible duct. Joints shall be secured with approved bands. 3. Outdoor air intakes, kitchen and toilet exhaust and etmi!ar ductwork shall be fabricated of galvanized sheet metal. 4. 1Ye ayatem shall comply with NFPA W -A and W-8 for class I air duct. All work shall be fabricated, supported and installed in strict accordance with the manufacturers, ASHRAE and N1 IACNA recommendations. 5. Starting collars, branch take -off fitting's and other duct Fittings due to the shape or configuration which cannot be Fabricated satisfactorily with glass Fiber duct material ehall be Fabricated with galvanized steel or aluminum alloy sheets as heretofore specified, then covered with the glassfiber duct material to provide thermal insulation and vapor seal. 6. Galvanized metal ductwork shall be fabricated of gauges not less than recommerded by ASHRAE and SMACNA standards. Retnforcirg angles, supports and hangers shall also be galvanized. The system shall comply with NFPA W -A and W -B for class I air duct. 1. Duct hangers shall be rods or straps adequately spaced to provide proper support of ducts in accordance with ASHRAE and 5MACNA etaridarda. All hangers shall be vertiele and at right angles to ductwork and structure. a. Change$ in directions shall be shaped to permit the easiest possible air flow uatng Full sized bends wherever poesible. Double walled manufactured air turtle aha I I be used on a I l ductwork square turtle. 1 Adjustable turtling vanes shall be used at all right angles. Supply branch connections shall be made at 45 degrees to main duct. 10. volume dampers shall be furnished and installed as shown or required For proper balancing the eystems. Damper operators shall be fitted with approved operating and locking device mounted outside the duct in an accessible location. 11. Install fire dampers with Fusible like where indicated or required by applicable codes. Fire dampers "11 be accessible with access doors provided for replacing fusible links. 12. Fire dampers shall be accordian curtain type and bear UL !able and rated For 1 1/2 hours and iratalled in approved Frames. Fire dampers in ducts leas than 12" deep shall have extended frames. Fire dampers in ducts 12" deep and over may have damper blades stacked within the duct depth, A/C UNIT CNfOOF 2 1/2 TON "L EM, 0>0 A/C UNIT OR I Ea UJ/ 6 KLIJ, HEAT BTRIPS BEER - 10.0 (MIN-) A/C UNIT ON ROOF 2 I/2 TON "LENNOX" A/C UNIT OR Ea UJ! 8 Kul. HEAT STRIPS SEER - 10.0 (MiN.) i T"I"P. "5" UNIT PLAN T*r f=, "A" (.NIT PLAN REYIVON3 BY n W W Uj > ►� .� M ^ � M L..�.. O C i 00 Z N f J .�X°CQ IS) 4 -J `L LL- F,- .PJ M SCJ o> T cc (J)= N co � M �2 Z O w U z y IS) 111 O � L10 , [ll Z� i l i ;. A/C UNIT CNfOOF 2 1/2 TON "L EM, 0>0 A/C UNIT OR I Ea UJ/ 6 KLIJ, HEAT BTRIPS BEER - 10.0 (MIN-) A/C UNIT ON ROOF 2 I/2 TON "LENNOX" A/C UNIT OR Ea UJ! 8 Kul. HEAT STRIPS SEER - 10.0 (MiN.) i T"I"P. "5" UNIT PLAN T*r f=, "A" (.NIT PLAN REYIVON3 BY n W W Uj > ►� .� M ^ � M L..�.. O C i 00 Z N f J .�X°CQ IS) 4 -J `L LL- F,- .PJ M SCJ o> T cc (J)= N co � M �2 Z O w U z y IS) 111 O � L10 , [ll Z� In i ;. in} A/C UNIT CNfOOF 2 1/2 TON "L EM, 0>0 A/C UNIT OR I Ea UJ/ 6 KLIJ, HEAT BTRIPS BEER - 10.0 (MIN-) A/C UNIT ON ROOF 2 I/2 TON "LENNOX" A/C UNIT OR Ea UJ! 8 Kul. HEAT STRIPS SEER - 10.0 (MiN.) i T"I"P. "5" UNIT PLAN T*r f=, "A" (.NIT PLAN REYIVON3 BY n W W Uj > ►� .� M ^ � M L..�.. O C i 00 Z N f J .�X°CQ IS) 4 -J `L LL- F,- .PJ M SCJ o> T cc (J)= N co � M �2 Z O w U z y IS) 111 O � L10 , [ll Z� DRAWN: M.A.P. / G.P.L. CHECKED: M.A.P. DATE: ro/28/0 l SCALE: A5 NOTED JOB NUMBER: 30100 SHEET: OF 15 SHEETS In in} U DRAWN: M.A.P. / G.P.L. CHECKED: M.A.P. DATE: ro/28/0 l SCALE: A5 NOTED JOB NUMBER: 30100 SHEET: OF 15 SHEETS PLUMBING SPECiF1CATIONS 4. GENERAL - t 'ITTN�d•ii•�S< . . SC TRACTOR SHAlt. Ft)� A �A oR. M T f�A .Iµ5 .T S ANN E1i' M, EN, NEC ES A 1 R.I Y P 1 COMPLETE PLU !�TEMS NO LESS TH 'SHOO1NPLANDIAGRAMS, ECIFl CA DNS. ALL,!' SHALL :PERFORMED 8Y AUCEN5ED LUMINO CONTRA T AF1RsWORKMANLIKE. MANNER USING MEOQ PMATom.At.STANGARD 0 TRA� $-ANI, ALL4,ACCEPTEDIN= 114EINDUSTRY.ESYSTEMS MALL BEYTESTER+ SOI i GN LEFT IN ACQMPt� AN OPERABLE CONDITION.' MSHlP ANQk MATERIALS LS ALL BE• IN STRICT ACCORDANCE Wl1H THES7ANDARD PLUMBIN CODEtTAwNQARQ B UILDING.- CO DE. AND.: :AS.: OTHER AP�.PLICA_$LE IN .0 OO _OR 1HIS ��T� CfO� A�EPAX, FOR A .FEES NSPc11CVs (� TESTING, APPRo V E D BSTITUTIONt REESTEO TNS,;CTRACTOR SHALL8E PAID FOR ByTHE CONTRACTOR. I 'CONTRAOTGR SHALOARAN7EEAltMATERIALSAND WORKMANSHIPFREE FRO .QEFECTS , F A.P to0 QNB1 �-�FR THtOATSOA. T CE. CORRECTION ANY DEF C TS 'WALL BCQC~TE� N1lG� AND`AIIN�0E REPLACEMENT OR,EPR ANY CON C�7 C . � A VSFT -T. N J4 9S ?E AND 1HOROUGLY FAMllAR 1 ZE HIMSELF L� WITH A L t . E TE TFr ITiKGCD TlONSMRE ENS"ANDREOt1 E ENTS � TH7 J08.THE ARAM GSAR: AGRAMMA 1 -QQ NOT CALE.,SHOUL THE CONTRACTORDETERMINE THAT ANy PART OF THE 0 S .WIR r M ERTHE DES' INTENTION SPECIFICATIONS, OR ODE SHALLNOTTFY THE E P! ��TO, MMENCEMENT OR wow •PR, pF1)1UES-'ANO REQUIR D ATTINGSNOLESS 11AN DESCRIBED iN THE RAM G 'Atp,M TERiAL . _ALL BENEW AND: PROVED BY LOCAL CODES, ALL FIXTURES SHALL ' NOVI Ert WITH /ATEX,FI.OW RESTRICTORS- THATMET INE FLORIDA ENERGY EFF1G i NCY CODE RE, 'ROOT • = CUTIINS : PATCHINO . EXCAVATION; AND r BACKFILL REQUIRED„ FOR THiS WORK, SHALL BE PART'. LL CONTRACT*. ; .; °AL ALL et- COORQiNATED WITH OTHER. TRADES TO AVOID IN?ERFERENE ').4-04:,nit CONSTRUCTION. T' ELEVATIONS,- SERVICE LOCATION E.- ELEVATION< ,AND LOCAT1ON OF ALL ST1NCUNDERGROUND FACiUT1ES PRI( . TO` GINNING , K, AOVI THE OWNER QR THE QF' ARCHITECTjtNGiNEER ,ANY. DISCREPANCIES: OR CONFLICTS. ANy DAMAGETO QRoPERri' OF O?hERs RESUtS OF :TNiSv CONTRACTOR'S WORK WILL 8E PAiD FOR BY T`H1S CONTRACTOR AT No C I:10,114 OWNER, WATERIPIPING-- SHALL BE ASTM APPROVED COPPER, ABOVE GRADE TYPE "I.". BC,L,aw GRADE 1lz.K . BELOW GRADE EXTERIpft WATER LINES MAY BE SCH.40 CPVC •SU,BJECT T 11AE OWNER'S RQV A.t� ANO LOCAL 'ODES,,' HST AND COLD WATER UNES SHALL BE SIZED FOR MAXIMUM T FEET' P SEG. , W TER OCUY PER CODE DEMAND LOADiN� OR AS 0T11ERWISE REQ D. BY,, GOD SHALL. B EXTENDED TO ALL RXTURES AS REQUIRED EVEN IF NOT SHOWN IN } `? T11E; DRAWI GS, INSTALL PIPING WITH SUFnCIENT .OFFSETS TO ALLOW FOR FREE EXPANSION AND 4 TRACTION' OF THE PIANO SYSTEM WITHOUT DAMAGE OR LEAKS : •, , < PRQV10E APPROVED SHUT -(fir VALVES AS REQUIRED AND :STOP VALVES FOR I. FIXTURES. WATER HEATERS ARE TO BE PROV1DED WITH APPROVED DRAIN PAN AND DRAIN PIPPING, PRESSURE t 2.;. AND:TEMPERA R RELIEF EF VA L Vt. SHUT-OFF VA . V. ES AND AN11-YPH N DEVICE. C HOT WATER Pi 4(co INAHAN !CAPPED ACCESSIBLE LOCATION ATi ON .All INsULTECWHERE FXPQSEQ WITH APPROVED CLOSED CELL ELAStOMEC INSUtAT1 Will-4 ALL JOINTSSEALED.' ; ` E ; , 1 •, PROVIDE APpROVE4. MECHANICAi, • Y WATER HAMMME It ARRESTOR'ON ALL WATER RISERS EQUAL TQ THOSE AS MANUFACTURED BYPRECISION PLUMBING PRODUCTS, .INC.`, OR AN AF?PR VE0 tt�t.lAL. `AN "I T .>` APPUCAII 4 S Al.Uk11OK SHALL BEAC R AA �C Q WITH THE WlN AN � N . .� . O ; ANCt T}4 E ORA GS ,... D THE : • MANUFACTO S*RECOMMENQA QNSS < .< x. . 14:- ` ALL DOMESTIC` LHOTAND T" WATER SYS E14S SHALL BE PRESSURE TESTED -AT -125 PSI FOR 5 HOURS 'WITHN LF?AKg OR LOSS S ,€ PRESSURE'_TF EY SHALL THEN.R... E FL SH ..: THOROUGHLY 4QROUGH.Y AN p DISINFECTED i INFE CTE Q AND T;TED 0R CONTAMINATION IN ACCORDANCE WiTH THESTANDARD PLUMBING CODE AND THE STAT� BOARD of HEA H RECOMMENOA 1QNs. ALL-. WASTE �� YEN PIPINGSHALLBE ASTMAPP OVED SERVICE WEIGHT CASTIRON, SCHEO40 PVC- O WV. ORAS NOTEDOR THERWI REQUIRED THEAVTHORiTY HAViNG JUR SOI TiON. WATER SEALTRAPS, TRAP PRIMERS AND CLE,ANQUTBSHALL. BE PROVIDED PER. Ct)DE,.REQUIR><MENTS_ WHERE WASTE OR PENT ` PIPl PENETRATESF1 t� NG A RE RATED WALL OIC. CEI NG .ASSEMBLYR AN APPROPRIATE FIRE STOP MATERIAL SHALL $E" USED AND INSTALLED PER MANUFAC11JRER'S SPECiF1CATIONS AND U.L LISTING, 1ALL, PIPINGS INSTALLED BELOW, GRACE SHALL BE PROPERLY $EDGED IN LEVE TRENCH BOTTOM P1l� yyU� S :F ," EVEN SU , OtiT 1�ROUGi-IOUT. PIPING IN�TAlLEO ABOVE GRADE SNAIL. @E SUPPORTED WITH A,PPROVEO PIPE HANGERS VSINGMETHODS . D SP,ACING.IN COMPLIANCE WITH STANDARD WORK PRA TICE. LOCAL. CODES, OR THE PIE MANNIUrACjURER's RECOMMENDATIONS. ER rt7' WE DISSIMILAR` METALS ARE TO JOINED, APPROVED INSULATING UNIONS SHALL BE USED. T p. rF ,M, T RST M' vly •T ( IR b0 ! W �, R P. ? Fi i , N". R EQ � �� C �E s � . QU THIS CONT 7AGTOR SHALL. F1JRNISI4 AND INSTALL COMPLETE ANO OPERATING, AN A. PPROVED HYDRO 1 MATIC _ OF . TANKLESS _ PACK G D- PRESSURE E300STER YPDR: TOTAL' �V TI ` R ‘SYSTEM_ SHALLDESIGN EI) D M AT TN -; S BE A M 0 ES(G D F E �w � E0 � o SYSTEM CAPACITY;OF 150.:"GPM AGAINST.; A ' TOTAL SYSTEM OISCt4ARGE. PRESSURE OF 60::PSI <V-iEN.,.' SUPPLIED WIM A. MiNIMUM 'SUCTION PRE SSURE 4.._F 30 PSL, THE E . EL E CT R IC P� • SpP�SMALL120/204 Y �TM3PHAsE.ALLP1PiS SHALL .�• TYPE K�0PP COPPER. THE'SYSTEM_ SHALL$�OM ETE WITH CHECK, VALVES. SUCTION' AND: DIS , AR0E 'PRESSURE GAUG 5 ISO.TI�N %.VES�By-PASS,. VALVE ELECTRICAL *RING, AND_NECESSARY CONTROLS., � sUCTlo< �� suR SHAE.A SIMM DI TE SHUTDOWN ONESYSTEM AND THE SYSTEM SHALL AUTOMATICALLY RESTART UPON' RETURN OF SUCTION PRESSURE.COORDINATE TE ELECTRICAL REQUIREMENT•S AND ELECT (eA�SYSTEM DESIGN ANDAJST ASRE4UIRED ¢, PO 4" r 'C1.. ( 11 1/4", 0"l E f t4. 1 4" f' i� / r "D" STIMI. 4" " % i *--,.z....t: -1-,. - 4 1 I. t-1/ 1 4 1 1 1 1 ' 11 1 1 "c. �Ci s4.; 4"F0 1 t-1/2" re* t " .1140 r "ROC -1" '. I 1 14" 11. 1/4" 1 1 r *A" 4"5 1 < 1120 : 1 14, «4• 14" "Aw 4 2w t 4" RD •1 W c.0..` r • 000 • lc,, !" C 4» 1• I ! ..!%. 11.1 rrri4r •Er.; Es„ ". Mw i 1 r .a 4 ,7 4\ RD i F.D. s" QEOicATEQ riRE LIN t r SAN. SEWER - SEE SITE 00'0 (I1Y DINERS) CAL* C.O. CONSULTING $gRVICES, INC JON C. HAMLIN, PE 725 ROYAL OAK DR. SPRING HILL; FL 34607 062-496-9648 9648 REViSIoNs z 0 m LAJ L w 0 0 DAR�Af[N[ A. ALL PLUMING SHALL E3E INSTALLED IN ;ACCORDANCE WITH THE STANDARD PLUMBING CODE (LATEST ADOPTED EDITION) AND. ALL;OTHER STATE � AND/OR LOCAL, CODES AS APPLICABLE. TEM NECESSARY FOR THE PROPER INSTALLATION DRAWINGS ARF DIAGRAMMATIC, AND THE OMISSION ON O C_ AND/QR FUNCTION .OF,. THE SYSTEM(S) SHALL NOT RELIEVE THE PLUMBING CONTRACTOR FROM FURNISHING AND INSTALLING SAME. ALL PLUMBING' FIXTURES SHALL HAVE INDIVIDUAL WATER SHUT -OFFS (HOT AND COLD) LOCATED IN AN ACCESSABLE PLACE. 4. WATER HEATERS SHALL BE PLACED IN A "SAFE -PAN" AND COMPLY WITH SECTIONS 501, 507, AND 613 OF THE STANDARD PLUMBING. CODE, ASHRAE STANDARD 90-75, AND THE FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION AS ADOPTED AND/OR" AMENDED. VENT PIPES SHALL COMPLY WITH CHAPTER 900 or THE STANDARD PLUMBING CODE AND SHALL BE CONNECTED TO THE VENT STACK A MINIMUM, OF 6 ABOVE THE FLOOD RIM OF THE HIGHEST FIXTURE SERVED BY THE VENT PIPE. VERIFY ALL KITCHEN EQUIPMENT PLUMBING REQUIREMENTS PRIOR TO INSTALLATION OF WATER AND WASTE LINES. PROVIDE 1/4"' COPPER WATER SUPPLY LINE(S) (NOT SHOWN) AS REQUIRED BY EQUIPMENT SPECS. 8. ALL WORK -SHALL COMPLY WITH LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS. 9. WHERE PVC WASTE, ",WATER OR ,VENT PIPING PENETRATES: A FIRE -RATED ASSEMBLY, AN" APPROVED APPROPRIATE FIRE -STOP MATERIAL SHALL BE USED (3M FIRE BARRIER OR AN APPROVED EQUAL) AND INSTALLED PER MANUFACTURER'S SPECS. 3/4 RISER TYPICAL OF 6 3/4" TO EACH UNIT UNIT SHUT-OFF (TYP) PROVIDE` PRESSURE REDUCING CHECK VALVE AT LOWER FLOORS AS REQUIRED. Z CHECK VALVE TO DOMESTIC WATER ROOSTER PUMP - SEE SPEC ON SHT. M- WATER RISER NTS AHU ”F” 16 F.U.'S AHU C -1)) 1 f CONSULTING SERVICES, INC JON C, HAMLIN, PE 7257 ROYAL OAK DR. SPRING HILL, FL 34607 352--796-9646 REVISIONS a N 2 d w T W 0 J C] W (n Cn z Pv) ow 0,. (,)6 �c0 -7;U D F P DRAWN: M.A.P. CHECKED: M.A. P., .C. H. DATE; 4-27-00 A148ER: 11 il 1001 7 2 3 4 10 12 14 16 17 18 19 2 41 0" 11 1 3 4) 0" 24 0 (5.30' (NGVD) ®ELEVATOR) STANDARD ACI 7.30' (NGVD) 215'-0" 90 DEGREE kd� 2'3'-0" m HOOK 4 T/PiLE CAP OR BEA cl @ @ @ cl Z Ike 0 MMR44"6;� I I 1 1 11 1 e 1 0 1 Ili el (3.63' (NGVD) ®ELEVATOR) 75—:1 6 tm% 00 3, GB2 G8 as 5.6 (NGVD) cooll Z, cc C282 C82 G132 T/PILE G132 G82 G52 2 G1132 r. @ cm @ @ c1 I--(�A. 2) Z� PC3 w 12. 4,w A.4 A. 3 (r4 f4t a. G132 OR 1 (3.30- 0 ELEVATOR) Mud PC2F—pC-21 G132 GB2 r. I FpC2] 5.30' (NGVD) FPC2] ILE CAP OR BEAM \lF LLJ B/P ........... 41,,,1000" '00ovs. < J3 TIES (9 12" CL so 4') (4) #7 REBAR VERTICAL 39 lro 3' 1.63, 1.03' — _419 "o j II (1) #9 REBAR VERTICAL TIPCro TIFCro FULL LENGTH OF PILE 010 1 1 00 000, @ 14' @ 000 0- o- (1) n VERT, 010 '4N FFc--31 FPC6 FPC6 02 rp—c 6� Fp-c-6-1 FP 66 (4) #1 VERT. #3 TIES (71'xl') A (o SECTION 16.03'4 ELEVATOR) 14.03' (NGV D) T/ TIFCI�l T/FC,�, T/FCe, B/STEEL CAGE 0 0 (PI C.1 -85.00' (NGVD) PILE TIP (D o 0 0 PLASTIC U_ FFC74 MUSHROOM" PC6 C2rFC-6] P @ P7C6 Fvc-6] CAP A > 00 TYPICAL PILE oo\ 0 CA -<� I Z'� NO SCALE 0 @ cl @ D V, 4 � T4�O� 2 @ GIG , T�o cc PC22-111ir If IV r D.1 D.2 PILE BEAM PILE PILE 0 G132 GB2 Z313 2 000, 0 F—pC-3� CE32 L 01 G82 C82 B 2 G62 3(0" C1 PC Fp—c-4] @ —C3] @ FP -C- 4- @ FP FP`C 3 ] @1 12" 12- 12" 12 C16 -T #5 @ 16" TOP AND BOTTOM 0 #4 STANDEE," 2 (9 48" L PILE CAP MARK Fvc 31 GRADE BEAM MARK G82 CONCRETE COLUMN 0-1- 10 COLUMN MARK TOP REINFORCED CMU WALL CAST PILE PC2 SHEARWALL 6'-6> 24" (GROUT ALL CELLS SOLID) SW2 CONCRETE SHEARWALL PC3 swi AUGER PILE 4 ---- 5EE FOUND. PLAN FOR FILE DIMENSION BOTTOM PC6 BOTTOM cj T I 21— 7S T/PILE CAP=7.63' i'Co 07 24" (SEE P PCE T-8" 121-0y) 24" 10- 41- 13- 4S � C GB2.0 —'s 7 2 3 4 10 12 14 16 17 18 19 2 41 0" 11 1 3 4) 0" 24 0 (5.30' (NGVD) ®ELEVATOR) STANDARD ACI 7.30' (NGVD) 215'-0" 90 DEGREE kd� 2'3'-0" m HOOK 4 T/PiLE CAP OR BEA cl @ @ @ cl Z Ike 0 MMR44"6;� I I 1 1 11 1 e 1 0 1 Ili el (3.63' (NGVD) ®ELEVATOR) 75—:1 6 tm% 00 3, GB2 G8 as 5.6 (NGVD) cooll Z, cc C282 C82 G132 T/PILE G132 G82 G52 2 G1132 r. @ cm @ @ c1 I--(�A. 2) Z� PC3 w 12. 4,w A.4 A. 3 (r4 f4t a. G132 OR 1 (3.30- 0 ELEVATOR) Mud PC2F—pC-21 G132 GB2 r. I FpC2] 5.30' (NGVD) FPC2] ILE CAP OR BEAM \lF LLJ B/P ........... 41,,,1000" '00ovs. < J3 TIES (9 12" CL so 4') (4) #7 REBAR VERTICAL 39 lro 3' 1.63, 1.03' — _419 "o j II (1) #9 REBAR VERTICAL TIPCro TIFCro FULL LENGTH OF PILE 010 1 1 00 000, @ 14' @ 000 0- o- (1) n VERT, 010 '4N FFc--31 FPC6 FPC6 02 rp—c 6� Fp-c-6-1 FP 66 (4) #1 VERT. #3 TIES (71'xl') A (o SECTION 16.03'4 ELEVATOR) 14.03' (NGV D) T/ TIFCI�l T/FC,�, T/FCe, B/STEEL CAGE 0 0 (PI C.1 -85.00' (NGVD) PILE TIP (D o 0 0 PLASTIC U_ FFC74 MUSHROOM" PC6 C2rFC-6] P @ P7C6 Fvc-6] CAP A > 00 TYPICAL PILE oo\ 0 CA -<� I Z'� NO SCALE 0 @ cl @ D V, 4 � T4�O� 2 @ GIG , T�o cc PC22-111ir If IV r D.1 D.2 PILE BEAM PILE PILE 0 G132 GB2 Z313 2 000, 0 F—pC-3� CE32 L 01 G82 C82 B 2 G62 3(0" C1 PC Fp—c-4] @ —C3] @ FP -C- 4- @ FP FP`C 3 ] @1 12" 12- 12" 12 C16 -T #5 @ 16" TOP AND BOTTOM 0 #4 STANDEE," 2 (9 48" L SYMBOL LEGEND PILE CAP MARK Fvc 31 GRADE BEAM MARK G82 CONCRETE COLUMN 0-1- 10 COLUMN MARK TOP REINFORCED CMU WALL CAST PILE PC2 SHEARWALL 6'-6> 24" (GROUT ALL CELLS SOLID) SW2 CONCRETE SHEARWALL PC3 swi AUGER PILE 24" ---- 5EE FOUND. PLAN FOR FILE DIMENSION BOTTOM PC6 BOTTOM cj T I SYMBOL LEGEND PILE CAP MARK Fvc 31 GRADE BEAM MARK G82 CONCRETE COLUMN 0-1- 10 COLUMN MARK TOP REINFORCED CMU WALL CAST PILE PC2 SHEARWALL 6'-6> 24" (GROUT ALL CELLS SOLID) SW2 CONCRETE SHEARWALL PC3 swi AUGER PILE 24" Q n + 4-- - 2,-1, r -T t COLUMN & PC PC -2 PC -3 NO 6CALE N s NO SCALE 0 oqA, *T/PILECAP & GRADE BEAM = 7.30' NGVD (U.N.O.) *DIMENSIONS ARE SYMMETRIC ABOUT BUILDING CENTERLINE UNLESS OTHERWISE SPECIFIED, ammAl NO SCALE rl '. 0-,o Pc -6 NO SCALE Effols 0 - DIMENSIONS REINFORCEMENT G82 ONLY WIDTH 0-1- 10 DEPTH TOP BOTTOM Pc -6 NO SCALE Effols > 14 G) 19 TYPICAL GRADE BEAM - OL I I (13410ro"15OTTOM MARK DIMENSIONS REINFORCEMENT G82 ONLY WIDTH 0-1- 10 DEPTH TOP BOTTOM CAST PILE PC2 z 6'-6> 24" 5-14L 7- 4S 7-#7L 13 S PC3 (SEE PC3 PLAN VIEW) 24" ---- 5EE FOUND. PLAN FOR FILE DIMENSION BOTTOM > 14 G) 19 TYPICAL GRADE BEAM - OL I I (13410ro"15OTTOM MARK DIMENSIONS REINFORCEMENT REMARKS WIDTH 0-1- 10 DEPTH TOP BOTTOM TIES PC2 3'-6" 6'-6> 24" 5-14L 7- 4S 7-#7L 13 S PC3 (SEE PC3 PLAN VIEW) 24" ---- 5EE FOUND. PLAN FOR FILE DIMENSION BOTTOM PC6 BOTTOM cj 0- 7- 11 1 — 4S 21— 7S T/PILE CAP=7.63' i'Co 07 24" (SEE P PCE T-8" 121-0y) 24" 10- 41- 13- 4S � 20- 7L 7S 26- 1 GB2.0 NO SCALE A PC16 NO SCALE NO SCALE FOUNDATION SCHEDULE CONC. fc= 5000PSI REBAR fy= 6000OPSI MARK DIMENSIONS REINFORCEMENT REMARKS WIDTH LENGTH DEPTH TOP BOTTOM TIES PC2 3'-6" 6'-6> 24" 5-14L 7- 4S 7-#7L 13 S PC3 (SEE PC3 PLAN VIEW) 24" ---- 3 5 W YS PC6 6'— 6 lop -Ty 28„ 06, 7- 11 1 — 4S 21— 7S T/PILE CAP=7.63' i'Co 24" (SEE P PCE T-8" 121-0y) 24" 10- 41- 13- 4S � 20- 7L 7S 26- 1 GB2.0 24" — — — 24" 2—#8 2—#8 #3@24" G133.0 36" —7— 24" 6—#7 6—#7 TE -1 8" — — — — — — M#5 — TS -1 24" — — — — — — (3)#5 WF2-0 24" 12" 2—#5 3—#5 (SEE ,5/S2) L = LONG DIRECTION S SHORT DIRECTION 1. - D D.2 D.1 S: �S -- 30,-0" ---- -- - SLAB ON GRADE 4" SLAB TYP. width BOTTOM REINFORCING - THICKENED EDGE (TE)_ C3 C3 C3 4" 8' 8" � - - - - ----- -- -- - - - - ------ — —'lgp -4% i i ( B DG i 0 10 1 1 13 14 15 C17 8 9.4 10.6 1 1 9 SAWCUT SLAB JOINTS --- -- 3000 psi CONCRETE SLAB >4" SLAB TYP. 1/8" WIDE x 1-1/2" DEEP. ON GRADE. REINFORCE WITH MAKE CUTS WITHIN 12 HRS. FIBERMESH (1 .5#/cy) OF PLACING CONCRETE ® 6 MIL VAPOR 24" 3 #5 BOTTOM (-_2�THICKENED SLAB (TS) 7S-27 4' $LAB TY P, ---- 6MIL POLYETHYLENE L SLAB ON GRADE t -- SEE TYPICAL STAIR • SECTION FOR REINFORCING L TREAD = TSI STRUCTURAL SLAB ON GRADE 9.30' (NGVD) -- T/SLAB 04 2" COVER) s• ' �' 30„ { SEE ' -�O MIL POLYETHELYENE FOR THICKENING BARRIER 4 TYPICAL STAIR LANDING S2 NO SCALE 6 VERTICAL DOWEL 60LATE W111+301 ASPHALT IMPREGNATED PAPER SLAB ON GRADE 11=1 11=1 11 -tt1-1 11=_111 11=1 I LI = -TOP REINFORCING REINFORCED CMU WALL SH EARWALL ¢ (GROUT ALL CELLS SOLID) SW2 CONCRETE SHEARWALL BOTTOM - PLACE SHORT BAR REINFORCING WIDTH -SEE 6EC44EDULE BELOW LONG BAR TYPICAL WALL FOOTING (WF) CONCRETE COLUMN yO CONCRETE COLUMN C 1 REINFORCED CMU WALL SH EARWALL ¢ (GROUT ALL CELLS SOLID) SW2 CONCRETE SHEARWALL SW1 THICKENED EDGE TE THICKENED SLAB TS CONTROL JOINT CJ SAW CUT Sc W v� Z Lo a_ °- r- V) Ld p � N o o 0 z o o N 0 O Ld t`J >- CL :D -� •• z •• W 0 0 4 ' Q: 0 1 2 3 4 6 8 10 12 14 16 17 4n n APPLY 40% CONCENTRATION (50LUTION) - ALKYALKOXY 51LANE PENETRATING CONCRETE SEALER TO TOPS t SIDES OF EXPO5E0 REiNFCRCED CONCRETE. 1 1/2" CONCRETE COVER TO STEEL IN -- % EXPOSED BALCONY 5LABS - 2 14 CONTNUOU5 AT EDGE Z" 5TEP 2j CLEARANCE 1" SLOPE 3/4" DRiP CHANNEL 1 I/2" � q DRIP SUPPORT ALL STEEL IN EXPOSED 5LAB5 WITP FLAWIC CPAIR5 I -#5 5UPPORT BARS AT 40' MAXIMUM 5PACINCs (TYPICAL) nk CANTILEVER SLAB 0 5 BLDG. 12 1010 j2 --f ----- - iG','1rQ�"-----------12'-I�" — -- 6 7 9 10 11 I 1/81, = 11 VERTICAL REINFORCING-- (SEE COLUMN SCHEDULE) — — (SEE COLUMN SCHEDULE) Ly - 0 > 6 2� On s w Lu LOBBY ROOF TRUSS FRAMING PLAN. 6 17 COLUMN SECTION W o (19) NO SCALE rt I _On CONCRETE fy opPW COLUMN SCHEDULE COLUMN C 5P -W (MVD) MARK CONCRETE COLUMN .3 T/MAIN ROOF 5th FL (ROUND COLUMNS SIf"IILIAR) TO 43.97 (NGV0) MAW ROOF -Adh T/5th FL 4th FL TO SLAB PENETRATIONS 35.30' (NGVO) 5th FL ` WITPIN THIS AREA T/4h FL 3rd FL MUST 8E APPROVED ; TO Bl' ENGINEER OF 26.83! (N6VO)_ 4th FL � i T/3rd FL. 2nd FL 12'x24' 17.97- (NGVD) TO 3rd FL 4-#8 2L -2S #300 . r _ _ T/2nd FL PILECAP Vx24 12x24' 16' DIA. 7.30' (NGVO) TO -#8 2L -2S #3012' 848 4L -2S (343012' 447 #3016' COLUMN SECTION W o (19) NO SCALE rt I _On — RECTANGULAR CONCRETE COLUMN (ROUND COLUMNS SIf"IILIAR) SLAB PENETRATIONS GREATER THAN 31/2" WITPIN THIS AREA MUST 8E APPROVED ; Bl' ENGINEER OF RECORD. � i r . r CRITICAL SLAB SHEAR AREA 6 8 10 12 14 16 17 18 19 1 22'-0" ) 1 29' O» I 24'-1x" ---- 34 0" - ----- -- 24'-0" '� 29'-�' 22'-0" — - 4 29'-0 29 -0 _ 29--Q -- - - - - - --- �- - _ 29 -m _ - - 29 -F�_ - - 4 -C Ip 1' B' G. ( �-- 12.01/ 12.01/ 12.Ok'� t 2.01,1 12.01/ 12.01/ 12.0'/1 12.01/ DG12.011, 12.01/ F © Ct C1 @ Ci @F �Q A. 1 A N N Ct cS �s — ,� v O: (3.01 (30> (5.zs) (3.0) S.2S) k a--+--'LAi (3o C1 —, y1 w I h + N - . ..... t� F 1 Q i J 5 6- 5 "' 10- 5 a' ( ) 7- 'S # ©I 437r i `9 O} C} 25, �,.� Y 6-#5 �� 3-{(4 6-#5 6-#5 7- 5 7 5' r 3, u-, .� .�. ,r, ;3' �4 ". J �, 7- 5 O Z- 5 CA. (S,2s) (4:0 (150) (9.25 - n I t q 5.z.5) 1,50> (4A) (3.25) 108 ca A.3 A.4 _ v. - •CF) s o v) ,; 6'_ Q,. t ;u -it X 1 F7w I1$6-#4g0" -0x3 � =U9 .. Iv t 5-#4C�1 rI)o h r r t I w . i I L- 0 45 I C2 CZ 12-#5 C2 C2 C2 7 5 C1 10 1 1t- 5 12-#51 12- 5 t1- 5AL -# •� I 3481 3481 B14 2 3 zs) a D) 0.0) (7.0) (, D) (7.0) (I o) (� o> (,.o) (7.0) (,.o) (zo) (, o) (4.0 482 ----_., _.--- - 5--.-- ------ --- 'j' __.. ._.._....------- - n 6-�5---- —----- --- -- it _ _ " h r I �- F i - Q - 8" POST -TENSIONED SLABuz I �./ • F 4' C2 C2 C2 C2 � _� �� '' � m C' 7 #5 14-#5 10- 5 11-#5 10- 5 14-#5 nl to O 3751 3751 7-#5 C1 F C(a.o) (1 0) 4 (TO) t (t o) (7.0) (1 0) (7 0) 7.0 (1 0) C2 7.0 t.o� 5, o -� 0 5 8 5 8 5 8 5 8 5 10 5 Ln 11""11 -r 3 I rr I x z I I ok 00 z ( VW 1 Q F �J 1 N I I I W Y) y- �S114 - ( C1 - I C1 C1 6- 5 6- 5 Ct C1 I C1t 4 5- 5 7-#5 7- Ci I 6- 5 # (3.0) (6.0) O 6- 'S I C1 O 7- 5 5- 5 Do o . 5 I ^ , of ---- r-- t .i I 7_0 - ' o o �4- r -- a.o; SW1 �(z.$) (ao (1.$) (6.0` (z.�s) ( — 5,° (6.0) (,.o) (6.0) (1 s) a.o) (z.5)� SWl : (a.0 _ D . (1 0 (6.0) (6.D I r (2.75) (6.0) D. 2 F a I a �,- �.. 240 3 #4 F 3_#4 1 _.. 3- 5x40 -0 3- ,:5x6'-0' I s r s� 3- 5x40'-3" t .:.�. „ 2 3 x4 _ 0 -0- 182 - x - , 3 5 40 0 F I J5612`' C x ��18" =-- I18" ``- CA co ri F C1 \ ♦ :.0 .. ♦ 4c@12'—' �/ N 2-#5x6'-0" `Q1 E32 (2 PLACES) ;F ' X, - _ m#5 I lt �\ x13' 4.. xf a B2 m _ �'I - /,..B2 82 w �' ,-4n 1 u 23 -c OL SPACE i ,c2 / `#3 5TRIRRUF5(c3' (245 REeAR T7P. ALL ARMS TOP a BOTTOM OMIT 5HEARNEAD ARM Q SLAB EII CONCRETE COLUMN BELOW a f j;� N �o') r i- (234 TOP 4 E30TTOM� t1 11 't F #3 STIRRUP 6311 0 gm 20 -8" !m'-8" 51'-a" n n 12 -Im 16 O I r�4n n 12'-f(D" 16'�-4" 20'-I+a"- 3m" -On ), -gin--- --- --- - _ --- -- ------ - :D BLDG n 6 7 9 �n 11 13 14 15 17 19 ,24" NOOK )OK DIRECTION '--3 #f5 CONTINUOU5 BOTTOM OOWEL @ M10 SLAB SYMBOL LEGEND REINFORCED CONCRETE COLUMN pi COLUMN MARK C1 SHEARWALL:, (GROUT ALL CELLS SOLID) REINFORCED CMU WALL 81--- WALL OR BEAM - - BELOW SLAB --__---- EXPOSED CONCRETE POST -TENSIONED REINF. #► TOP REINFORCING BOTTOM REINFORCING -.--..---- SHEARHEAD MARK z o� V) W r� 0 Oz C�l o �- --1 -� n �. W C7 Q LaJ (Y t] 0 p 1 #5 CONTINUOUS I r7 CONTINUOUS IN BOND BEAM IN BOND BEAM #5 REBAR VERTICAL #5 REBAR VERTICL W/ STANDARD NOOK �` W/ STANDARD NOG 9© DEG. (48" MAX. ' ,O DEG. (48" MAX. SPACING) w SPACING) iY #5 REBAR DOWEL } 48 BAR DIA 25"x36" - LAP (2212'. PARAPET) 3/4"J 2 14 CONT. COVER \\� AT 5LAB EDGE REBAR fN 3 11 CONT(NUOU5 WALL REINF, R AT ANTILEVER CONTINUOUS PRECAST LINTEL \ RT SLAB PARAPET AE 9 DOORS 4 WINDOWS , VARIES I \ TYPICAL PARAPETS S5 N vARIES A--\ I 2 14 CONT. AT SLAB EDGE s ROOF PLAN FASTEN g'a" (NOM.) PLYWOOD TO --- STEEL TRUS5E5 W/11/4"-#3 BUGLE NERD PILOT POINT SCREWS f3 4" GALVANIZED (G-Co0) STEEL TRUSS—� Q 24". DE51GN BY DELEGATED F,NGINFER \ A 59.58' T/PARAPET HUGHES HMT5 16 TWIST STRAP FASTEN TO METAL TRUSS W/4-910 SDS FASTEN TO CMU W/(3)1i4"x21/4" HWH MA50NRY SCREWS 2 SECTION 55 E34 c� NORTHiPARAPET FASTEN g8" (NOM.) PLYWOOD TO — STEEL TRUS5E6 W/11i4"-#3 BUGLE HEAD PILOT POINT SCREWS 0 4" GALVANIZED (G-60) STEEL TRUS aft 24" MAX. DESIGN BY DELEGATED 12 ENGINEER — � 5 CONT. 2x3 P.T. WOOD PLATE I-- T/ELEVATOR ! STAIR/ ROOF SLAB (2) HUGHES HCLH/RH ---/ FASTEN TO PLATE W/10d NAILS FASTEN TO TRUSS W/#10 SELF DRILLING 5CREW5 ®.r ■ i •■■ ■ w s i®dwf� t lVVI 1 1 1%0WW FRAMING PLAN 8" CONCRETE SLAB — T/SLAB=59.50' (NGVD) STAIRWELL ROOF SLAB a°<THK, SLAB . r� GALV. STEEL 'L' BOLT Q 24" 5PACIN4s, USE 2"sxl/8" GALV. STEEL WASHER "3 SECTION STAIR ROOF CAP— S5,) NOTE: SECTION THRU ELEVATOR/MACH. RM, ROOF CAP SIMILIAR SYMBOL LEGEND REINFORCED CONCRETE COLUMN COLUMN MARK C1 SHEARWALL s (GROUT ALL CELLS SOLID) REINFORCED CMU WALL � WALL OR BEAM - -- B1 --- BELOW SLAB --- - EXPOSED CONCRETE - POST -TENSIONED REINF. }..–..�..�...' TOP REINFORCING BOTTOM REINFORCING ._---- --- SHEARHEAD,. MARK '2 I t N - EXTEND TOP STEEL j CONC. BEAM, TYPICAL AT EACH FLOOR 4'-0" PAST FACE -t 43 BAR 43 BAR CORNER BARS BELOW TOP (DIMINISHED STIRRUP DEPTH FOR P.T. Q iu OF CMU WALL - 1' DIAMETERS (Tl P.) DIAMETERS (TYP.) -- ANCHOR DEAD-END CLEARANCE, TYPICAL u ® REINFORCING & ABOVE o FOR STAIR BEAMS- SEE BEAM SCHEDULE) . - T 7 BOTTOM REINFORCING. �Y j -- _--' --- - T2 TIES W CORNER BARS— 1 © - 4 w p TYP. FL. T9 TIES Lu AT OUTSIDE7 li z ONLY awn POST -TENSIONING END BEAMw p p ANCHOR (PLACE BEHIND B2 _ 2" TYf . U C14 STANDARD HOOK TIES TOP BEAM REINF. BAR " z AS SHOWN) I � 1 o n TIES it 7� 4'-0" (MIN.) I. ��, �" k \ � I Z_ Q Z J 2 T/2nd FI 2 #4 ONE TOP & BOTTOM. EXTEND 6" BOTH SIDES OF BANDED TENDON GROUP. �. 3" RE -USEABLE PLASTIC POCKET FORMER. UNIFORM TENDONS. STRESS TWO AT SLAB EDGE PERPENDICULAR TO BANDED TENDONS BEFORE STRESSING BANDED TENDONS. U X o M,� w A J U ADD #3 REBAR HAIRPIN AT BANDED TENDONS. 1 PER CABLE. SECURE ANCHOR CASTING TO EDGE FORM WITH TWO GALV. 30d RING SHANK, DEAD END ANCHOR CASTING 2 #4 REBAR CONTINUOUS - ALONG ALL SLAB EDGES USE PLASTIC CHAIRS AT ALL EXPOSED SLABS 3/4" PLYWOOD FORM 2" CLEAR 2x EDGEFORM #4 SUPPORT REBAR STANDARD SUPPORT CHAIR, NI5 2" 0.1 x LI _ 0Y _0.2 x LI 0.2 x L2 �- TOP REINFORCING 0.2 x L2 IIN(MUM W MINIMUM MINIMUM BOTTOM REINFORCING MINIMUM STANDARD • • HOOK U.N.O. �- 2#4 CONT. A Lu (9 ALL SLAB LI m u L2_- -- EDGES 4 TYPICAL SLAB REINFORCING TERMINATE BOTTOM BARS AT COLUMN OR WALL CENTERLINE NTS UNLESS NOTED OTHERWISE. • PROVIDE #5 SUPPORT BARS AND CHAIRS TO SUPPORT TOP STEEL @ 40" MAX. SPACING. SPAN - -. HIGHPOINT AT - OF SUPPORT LOWPOINT AT u o " POST TENSIOINMIDSPAN u z (4.0) (7.,) CABLE 4" ' TENDON LOW POINT AT ENDSPANS (0.4) L (0.6) L - L -- - - - 5 � TYPICAL TENDON PROFILE S6`1) DISTANCE FROM BOTTOM OF SLAB TO �- OF TENDON (TYPICAL) NTS OUT TO UUr 1-1/2" aurroouT 1-1/2" 11-1/2" t1E9 1-1/2" TIE°J r-- WIDTH WIDTH TYPICAL BEAM SECTION BEAM REINF.0 CORNERS r INTERSECTION SECTION THRU P.T. SLAB AND BEAM MARK DIMENSIONS BUNDLE TOP BARS REMARKS (DIMINISHED TIE DEPTH AS NOTED) WIDTH ® z — �,OTTOM AS SHOWNcl TIES 81 I t N - EXTEND TOP STEEL j CONC. BEAM, TYPICAL AT EACH FLOOR 4'-0" PAST FACE -t 43 BAR 43 BAR CORNER BARS BELOW TOP (DIMINISHED STIRRUP DEPTH FOR P.T. Q iu OF CMU WALL - 1' DIAMETERS (Tl P.) DIAMETERS (TYP.) -- ANCHOR DEAD-END CLEARANCE, TYPICAL u ® REINFORCING & ABOVE o FOR STAIR BEAMS- SEE BEAM SCHEDULE) . - T 7 BOTTOM REINFORCING. �Y j -- _--' --- - T2 TIES W CORNER BARS— 1 © - 4 w p TYP. FL. T9 TIES Lu AT OUTSIDE7 li z ONLY awn POST -TENSIONING END BEAMw p p ANCHOR (PLACE BEHIND B2 _ 2" TYf . U C14 STANDARD HOOK TIES TOP BEAM REINF. BAR " z AS SHOWN) I � 1 o n TIES it 7� 4'-0" (MIN.) I. ��, �" k \ � I Z_ Q Z J 2 T/2nd FI 2 #4 ONE TOP & BOTTOM. EXTEND 6" BOTH SIDES OF BANDED TENDON GROUP. �. 3" RE -USEABLE PLASTIC POCKET FORMER. UNIFORM TENDONS. STRESS TWO AT SLAB EDGE PERPENDICULAR TO BANDED TENDONS BEFORE STRESSING BANDED TENDONS. U X o M,� w A J U ADD #3 REBAR HAIRPIN AT BANDED TENDONS. 1 PER CABLE. SECURE ANCHOR CASTING TO EDGE FORM WITH TWO GALV. 30d RING SHANK, DEAD END ANCHOR CASTING 2 #4 REBAR CONTINUOUS - ALONG ALL SLAB EDGES USE PLASTIC CHAIRS AT ALL EXPOSED SLABS 3/4" PLYWOOD FORM 2" CLEAR 2x EDGEFORM #4 SUPPORT REBAR STANDARD SUPPORT CHAIR, NI5 2" 0.1 x LI _ 0Y _0.2 x LI 0.2 x L2 �- TOP REINFORCING 0.2 x L2 IIN(MUM W MINIMUM MINIMUM BOTTOM REINFORCING MINIMUM STANDARD • • HOOK U.N.O. �- 2#4 CONT. A Lu (9 ALL SLAB LI m u L2_- -- EDGES 4 TYPICAL SLAB REINFORCING TERMINATE BOTTOM BARS AT COLUMN OR WALL CENTERLINE NTS UNLESS NOTED OTHERWISE. • PROVIDE #5 SUPPORT BARS AND CHAIRS TO SUPPORT TOP STEEL @ 40" MAX. SPACING. SPAN - -. HIGHPOINT AT - OF SUPPORT LOWPOINT AT u o " POST TENSIOINMIDSPAN u z (4.0) (7.,) CABLE 4" ' TENDON LOW POINT AT ENDSPANS (0.4) L (0.6) L - L -- - - - 5 � TYPICAL TENDON PROFILE S6`1) DISTANCE FROM BOTTOM OF SLAB TO �- OF TENDON (TYPICAL) NTS OUT TO UUr 1-1/2" aurroouT 1-1/2" 11-1/2" t1E9 1-1/2" TIE°J r-- WIDTH WIDTH TYPICAL BEAM SECTION BEAM REINF.0 CORNERS r INTERSECTION SECTION THRU P.T. SLAB AND BEAM -WITH DIMINISHED STIRRUP DEPTH (REFER TO BEAM SCHEDULE FOR DEPTH OF TIES FOR APPLICABLE BEAMS) " S 5 43 BAR SPLICE TOP BARS START TIES STANDARD "IMAX DIAa�1ETER5 AT MID AT COLUMN FACE a U HOOKS CA SPLICE BOTTOM BARS 43 BAR AT COLUMNS - 3 DIA COLUMN OR WALL ELEVATION s TYPICAL BEAM REINFORCING DETAILS-- SEE BEAM SCHEDULE FOR REINFORCING S6 NOT TO SCALE BEAM S C H E D U �- E (ALL BEAM CONC. f'c = 4000 PSI) MARK DIMENSIONS BUNDLE TOP BARS REMARKS (DIMINISHED TIE DEPTH AS NOTED) WIDTH ® z — �,OTTOM AS SHOWNcl TIES 81 L 16" 2—#5 2—#5 QLL- w (5"x10"TIES) TIE (BUNDLE DOUBLE 8" • 2—#5 �' TIE'S TOGETHER WHERE #3424" (5"x10"TIES) 83 8" SPECIFIED IN BM. SCH.) 2—#5 2—#5 o�D #3@8" (5"x14"TIES) B4 8" 8" 1—#5 BUNDLE BOTTOM 8" CMU BEAM 135 BARS AS SHOWN r , 0 �- �- L w 1 \ OUT r0 OUT > O A > TIES (� W � O N WIDTH _ TYPICAL SECTION THRU BEAM WITH (4) TOP B' BOTTOM BARS -WITH DIMINISHED STIRRUP DEPTH (REFER TO BEAM SCHEDULE FOR DEPTH OF TIES FOR APPLICABLE BEAMS) " S 5 43 BAR SPLICE TOP BARS START TIES STANDARD "IMAX DIAa�1ETER5 AT MID AT COLUMN FACE a U HOOKS CA SPLICE BOTTOM BARS 43 BAR AT COLUMNS - 3 DIA COLUMN OR WALL ELEVATION s TYPICAL BEAM REINFORCING DETAILS-- SEE BEAM SCHEDULE FOR REINFORCING S6 NOT TO SCALE BEAM S C H E D U �- E (ALL BEAM CONC. f'c = 4000 PSI) MARK DIMENSIONS REINFORCING REMARKS (DIMINISHED TIE DEPTH AS NOTED) WIDTH DEPTH TOP — �,OTTOM MIDDLE TIES 81 8" 16" 2—#5 2—#5 QLL- #3(924" (5"x10"TIES) B2 8" 16" 2—#5 2—#5 ULli #3424" (5"x10"TIES) 83 8" 20" 2—#5 2—#5 o�D #3@8" (5"x14"TIES) B4 8" 8" 1—#5 8" CMU BEAM 135 as 0 �- l� COLUMN OR WALL HANDRAIL POSTS " " 1\" COVER AT 2' LEARANCE � - EXPOSED SLABS � SEE 6l^7"0 214 CONT. - COLUMN OR WALL r5) STEPDOWN, SEE ARCH. SLOPE AT BALCONIES AND WALKWAYS _ AS PER ARCHITECTURAL DRAWINGS T6-1/2" (3.25) 3-1/4„ 0.2 X SPAN LENGTH UNIFORM TENDONS �� I MILD STEEL REINFORCING OVER BANDED BANDED DIRECTION OVER UNIFORM DIRECTION -_ BANDED TENDONS OVER UNIFORM AT COLUMN - PLAN VIEW NTS. SLAB REINFORCING AT COLUMN S6 NTS p EDGE FORM I � / 00 PENETRATIONS MUST aE KEPT OUT OF HATCHED AREA OR SLEEVED WITH 57EEL PIPE PER ENGINEER'S SPECIFICATIONS POST --TENSIONED ANCHORAGE ZONE DETAIL NO SCALE SERVICE PIPES TO BE LOCATED WITHIN THE SLAB, MUST BE PLACED WITHIN THE MIDDLE THIRD. ,>t " - 1 11 �xD „3xD „ t -LCX ,a F m t 3 max. L"DI ti3 max. �I "t" = SLAB THICKNESS "D" = UTILITY PIFE OUTSIDE DIAMETER SERVICE PIPE LOCATION IN STRUCTURAL CONCRETE SLAB 3"4"- 11 - o" 2 z 9 � \ co C.2 z a C4 W as tj UJI `� w 2 Q 0 ®... x W x �: 0 C3 W CDu co a 1 W z o Q� QLL- z oQa ULli a w� .a o�D CL V) z W as W V) z W 0 �- �- V) > O W � O N O N co p -Q - N CL' W 0 S � N D W .. 2 ,. 3: U Ljj --) Q W Iy 0:� 0 0 Q Q- GENERAL NOTES: GENERAL --NOTES: POST -TENSION CONCRETE, cont. GENERAL NOTES: AUGER -CAST PILES GENERAL NOTES: MASONRY 01. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 01. ALL CONSTRUCTION, WORKi1AN5HIP AND. MATERIALS SHALL DRAWINGS AND SPECIFICATIONS LISTED. 01. MINIMUM CONCRETE COVER FOR THE ANCHORAGE SHALL BE ii= INCHES. 01. ALL CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM CONFORM TO "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 02. THE GENERAL CONTRACTOR SHALL COORDINATE ALL C8. POCKET FORMERS USED AT STRESSING END ANCHORAGES TO THE AMERICAN SOCIETY OF CIVIL ENGINEERS "STANDARD FOR PILE 53ORASCE 6/TMS CONSTRUCTION SHOWN ON THE DRAWINGS, ANY QUESTIONS OR SHALL POSITIVELY PRECLUDE INTRUSION OF CONCRETE OR CEMENT FOUNDATIONS" 1984 DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF PASTE INTO THE WEDGE CAVITY DURING CONCRETE PLACEMENT. 02, COURSE GROUT (SIZE 8) SHALL BE USED CONFORMING TO THE THE ENGINEER BEFORE STARTING CONSTRUCTION. 02. FINE GROUT (SIZE I OR 2) SHALL BE USED WITH A MINIMUM REQUIREMENTS OF ASTM C416 "STANDARD SPECIFICATIONS 09. FIXED END ANCHORAGES SHALL BE INSTALLED ON THE TENDON COMPRESSIVE STRENGTH (F'c) OF 5,000 PSI CONFORMING TO THE FOR GROUT FOR REINFORCED AND NON -REINFORCED MASONRY" 03. THE STRUCTURE MODIFICATION HAS BEEN DESIGNED TO AT THE SUPPLIERS PLANT PRIOR TO SHIPMENT. REQUIREMENTS OF ASTM C 109 MEET THE LOADING REQUIREMENTS OF ASCE 1-95, "MINIMUM 03. CONCRETE MASONRY SHALL BE NORMAL WEIGHT, GRADE N, TYPE DESIGN LOADS FOR BUILDINGS AND OTHER 5TRUCTURE5." AND 10, AFTER INSTALLING THE TENDONS IN THE FORMS AND PRIOR TO 03, FOUNDATION HAS BEEN DESIGNED FOR AN INDIVIDUAL PILE BEARING I OR 11, CONFCF;rllNG WITH A5TM C90 "STANDARD SPECIFICATIONS THE 1991 STANDARD BUILDING CODE. CONCRETE CASTING, THE SHEATHING SHALL BE INSPECTED FOR CAPACITY OF 50.0 TONS, UPLIFT CAPACITY OF 12.5 TONS AND A LATERAL FOR HOLLOW LOAD BEARING CONCRETE MA50NRY UNITS" POSSIBLE DAMAGE, LOAD OF 2.5 KIPS. DESIGN WIND LOAD CRITERIA 04. THE NET AREA COMPRESSIVE STRENGTH OF MASONRY UNITS (F'm) 11. STRESSING RAMS AND GAUGE6 SHALL INDIVIDUALLY BE 04, A5 A MINIMUM, ALL PILES SHALL BE 14" DIAMETER AUGER CAST, SHALL BE 2000 PSI USING TYPE M OR 5 MORTAR BASIC WIND SPEED IDENTIFIED AND CALIBRATED AGAINST KNOWN STANDARDS A REINFORCED WITH FOUR #1 REBAR VERTICALLY AND #3 TIES AT 8" 145CE 1-95 135 MPH MAXIMUM OF 61X MONTHS PRIOR TO USE. CALIBRATION SPACING FOR A DEPTH EXTENDING 20 FEET BELOW THE TOP OF PILE. 05. THICKNE56 OF MORTAR BED SHALL NOT EXCEED 5/S". CERTIFICATES FOR EACH JACK USED SHALL BE AVAILABLE UPON ONE ADDITIONAL #9 REBAR SHALL BE PLACED THE FULL DEPTH OF THE EXPOSED CATEGORY REQUEST. PILE. C6. MASONRY REINFORCING STEEL BARS SHALL BE CONTINUOUS WITH (MWFRS) C LAP SPLICES OF 48 BAR DIAMETERS (MINIMUM). (COMPONENTS t CLADDING C 12. ELONGATION MEASUREMENT$ SHALL BE MADE AT EACH C5. ALL REINFORCEMENT SHALL BE ADEQUATELY TIED OR WELDED AND STRUCTURE CATEGORY 11 5TRE551NG LOCATION. MEASURED ELONGATIONS SHALL AGREE INSTALLED WITH SPACERS TO PREVENT D19TORTION AND MAINTAIN 01. OPENINGS IN MASONRY WALLS SHALL BE REINFORCED WITH A BUILDING HEIGHT 45' WITHIN sl%. 015CREPENCIES $PALL BE RE50LVED WITH THE PROPER CONCRETE COVERAGE AND ALIGNMENT. MINIMUM OF ONE #5 REBAR ON ALL $IDES AND SHALL BE VELOCITY PRESSURE SPECIALTY ENGINEER AND ENGINEER OF RECORD. REINFORCED WITH A PRECAST LINTEL (BEARING 6" ON EACH END) ASCE 1-95 (z=45') 49.1 PSF C6, ALL REINFORCING STEEL SHALL COMPLY WITH ASTM STANDARD A615 WHERE CAST -IN-PLACE CONCRETE BEAMS ARE NOT INDICATED. 13. 5TRE661NG RECORDS SHALL BE FILLED OUT DURING THE GRADE 60, TENSIONING OPERATION WITH THE FOLLOWING DATA RECORDED C8. ALL MASONRY CELLS ADJACENT TO DOORS, WINDOWS, 04. ALL FOUNDATIONS ARE TO BE FORMED UPON BOIL WITH A A$ A MINIMUM: 01, GROUT CONSISTENCY SHALL BE PROPORTIONED AND PRODUCED TO PAVE CORNERS OR ENDS OF WALLS SHALL BE REINFORCED WITH ONE #5 MINIMUM SAFE UNIFORM BEARING CAPACITY OF 1500 PSF, I TENDON MARK OR IDENTIFICATION. A SLUMP OF S -if INCHES. REBAR AND GROUTED SOLID. 05. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR $ REQUIRED ELONGATION, CS. DRILLING AND GROUT PLACEMENT $HALL BE PERFORMED IN A SMOOTH 09. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THAT ALL TO PROVIDE THE UNIFORM BEARING CAPACITY UNDER THESE # GAUGE PRESSURE TO ACHIEVE REQUIRED ELONGATION. CONTINUOUS OPERATION. IF THE PLACEMENT OF GROUT IS INTERUPTED MASONRY STRUCTURAL ELEMENTSARE ADEQUATELY BRACED TO FOUNDATIONS. THE OWNER SHALL HIRE A GEOTECHNICAL I ACTUAL ELONGATION ACHIEVED. DUE TO A DROP IN PRESSURE, CLOGGED TIP OR SUPPLY LINE, A DELAY RE515T WIND, BACKFILLING, $OIL COMPACTION AND OTHER ENGINEER TO PREPARE RECOMMENDATIONS FOR NECESSARY e ACTUAL GAGE PRESSURE. IN CONCRETE DELIVERY, OR ANY OTHER REASON, THE AUGER SHALL BE NATURAL AND CONSTRUCTION FORCES OCCURING DURING SOIL IMPROVEMENTS AND/OR COMPACTION. 4 DATE OF STRESSING OPERATION. REDRILLED DOWN A MINIMUM OF 5 FEET PAST THE INTERRUPTION POINT CONSTRUCTION, BRACING SHALL REMAIN IN PLACE UNTIL THE # SIGNATURE OF THE STRESSING OPERATOR AND THE PILE REFORMED, STRUCTURE 13 COMPLETED. # SERIAL OR IDENTIFICATION NUMBER OF JACKING GENERAL NOTES: CONCRETE EQUIPMENT, 09. AFTER THE AUGER 15 WITPDRAWN, A 24 GAGE, 12" DEEP, 14" DIA. STEEL V. VERTICAL REINFORCING SHALL BE CONTINUOUS THROUGH ALL SLEEVE $HALL BE PLACED AROUND THE TOP OF THE PILE. THE SLEEVE WALL BEAMS. 14. 5TRE55ING RECORDS SHALL BE TURNED OVER TO THE OWNER OR SHALL BE REMOVED PRIOR TO PLACING THE GRADE BEAM OR PILE CAP. 01. ALL CONCRETE CONSTRUCTION, WORKMANSHIP AND MATERIAL THEIR REPRESENTATIVE FOR VERIFICATIOt,4 AND SAFEKEEPING. ll. MASONRY GROUT SHALL BE PROPORTIONED AND PRODUCED TO SPALL COMPLY WITH THE REQUIREMENTS OF ACI 301, 10. THE GENERAL CONTRACTOR SHALL HIRE A LICENSED GEOTECHNICAL HAVE A SLUMP BETWEEN 5 AND 11 INCHES. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 15, EXCESS TENDON LENGTH SHALL BE CUT AS SOON 45 LABORATORY TO PERFORM AN AXIAL LOAD TEST ON ONE NON-PRODLr-TION POSSIBLE AFTER TENDON TENSIONING AND SATISFACTORY CHECK PILE PER BUILDING IN ACCORDANCE WITH A5TM STANDARD D1143. 12. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A 02. ALL CONCRETE SHALL BE TYPE I OR 11 PORTLAND CEMENT OF TENDON ELONGATIONS. THE TENDON LENGTH PROTRUDING CLEAN-OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY COMPLYING WITP ASTM C150 AND SHALL HAVE COMPRESSIVE BEYOND THE WEDGES AFTER CUTTING SHALL BE MAXIMUM 0,15 REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY STRENGTH SHOWN BELOW: INCHES. WHENEVER POSSIBLE, EXCESS TENDON LENGTH SHALL BE MATERIAL DELETERIOUS TO MA50NRY GROUT. INSTALL AND PILE -CAPS t GRADE -BEAMS 5000 PSI TPOUROUGPLY CLEANED OF ANY DELITER(OU6 MATERIAL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENT TOGETHER COLUMNS e WALLS UNLE55 NOTED OTHERWISE 5000 P$1 EMBEDED IN CONCRETE SLAB. CLOSE THE OPENING AFTER INSPECTION. ELEVATED FLOOR SLABS t BEAMS 4000 PSI MASONRY GROUT 3000 P51 16. GREASE -FILLED ENCAPSULATION CAPS SHALL BE INSTALLED OVER 13. ALL WALLS SHALL BE REINFORCED HORIZONTALLY WITP 3 GAGE SLAB$ ON GRADE 3000 P51 CUT CABLE ENDS TO PERMANENTLY SEAL CABLE ENDS AGAINST LADDER TYPE GALVANIZED JOINT REINFORCING AT 16" VERTICAL OTHER 3000 PSI M015TURE AND CHLORIDE INTRUSION. CAP5 TO BE PROVIDED BY SPACING. JOINT REINFORCING SHALL CONFORM TO A5TM A82, 03. ALL REINFORCING STEEL SHALL BE DEFORMED BARS PO5T-TEN5IONING 5Y5TEM MANUFACTURER. FASTEN 5'8" (NOM.) PLYWOOD TO # CONFORMING TO ASTM A615, GRADE 60. BARS SHALL BE FREE OF ilSTEEL TRUSSES W/11/4"-8 BUGLE HEAD . STRESSING POCKETS SPALL BE FILLED WITH HIGH STRENGTH 4" / COATINGS THAT WILL REDUCE CONCRETE BOND. 5HRINKAGE COMPENSATING GROUT AS SOON AS PRACTICAL AFTER PILOT POINT SCREWS TENDON 5TRE551NG AND CUTTING. / 04, ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND 18. PLANS INDICATE NET EFFECTIVE PRESTRESS AFTER LOSSES. - SECURED IN PLACE IN ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 19. P05T-TEN5I0NING 5POP DRAWIN635 SHALL BE PREPARED (� AND CERTIFIED BY A SPECIALTY ENGINEEIR AND SPALL BE I I \�\ 05. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE $HALL SUBMITTED TO THE ENGINEER/ARCHITECT FOR REVIEW PRIOR TO GALVANIZED (G-60) STEEL TRUSS MEET THE REQUIREMENTS OF ACI 318/318R "BUILDING CODE AND FABRICATION, DEVIATIONS IN THE P. T. DE51GN MUST BE APPROVED �� (3 24" MAX, DESIGN DELEGATED COMMENTARY FOR REINFORCED CONCRETE." BY THE ENGINEER OF RECORD AND BE SUBMITTED WITH APPROPRIATE DOCUMENTATION. ENGINEER 06, CAST IN PLACE BEAMS SHALL HAVE CONTINUOUS TOP AND BOTTOM REINFORCEMENT, LAP SPLICES IN BOTTOM 5AR5 SHALL 20. P05T-TENSIONING HARDWARE SHALL BSE DESIGNED AND _ \ CONT. 2x8 P.T. OCCUR OVER SUPPORTS. TOP BARS SHALL LAP AT MID -SPAN, DESIGNED :SPECIFIED BY SUPPLIED FOR USE IN A CORROSIVE ENVIRONMENT. TRUSS TO TRU55 CONNECTERS WOOD PLATE 01. CONCRETE BEAM5 AND 51_455 SHALL BE FINISHED LEVEL AND TO 21, CONCRETE TESTING FOR P05T-TENSIONED 5LA55 SHALL BE DESIGNED BY DELEGATED ENCsfNEER THE ELEVATIONS SHOWN ON THE DRAWINGS, PERFORMED IN ACCORDANCE WITH AGI 301 5ECTION !6.3.4 \ DELEGATED ENGINEER C8. CALCIUM CPLORIDE SHALL NOT BE USED IN ANY FORM 09. UNLE55 OTHERWISE PERMITTED OR SPECIFIED, 4000 AND 5000 P51 CONCRETE SHALL BE PRODUCED TO HAVE A SLUMP OF 5 INCHES fl",AND WITH A MAXIMUM WATER/CEMENT RATIO OF 0.5. 10. REBAR SHOP DRAWINGS SPALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. ii. FIVE SETS OF TEST CYLINDERS 5NALL BE MADE AND TESTED FOR EACH 50 YARDS OR LESS OF CONCRETE POURED IN ANY DAY FOR EACH DESIGN MIX, TESTS SHALL BE MADE FOR 3 OR 1 DAYS, 14 DAYS, TWO AT 26 DAYS AND ONE HELD IN RESERVE. THE CONTRACTOR SHALL 5U5MIT ALL DESIGN MIXES FOR REVIEW AND APPROVAL BY THE ENGINEER. 12. THE ENGINEER RECOMMENDS THAT ALL EXPOSED CONCRETE PAVE WITHIN THE MIX A CORROSION INHIBITOR CONTAINING CALCIUM NITRITE (30% SOLUTION (1 2.5 GAL/CY) AND THAT HORIZONTAL SURFACES RECEIVE A PENETRATING SEALER, OR ELASTOMER(C TRAFFIC -BEARING COATINGS, AT THE OWNER'S OPTION, THE CONTRACTOR SHALL SUBMIT THE PROP05ED CORROSION INHIBITOR AND SEALER TO ENGINEER FOR REVIEW, OR PROVIDE ELA5TOMERIC COATINGS FOR ALL EXPOSED SURFACES, GENERAL NOTES: POST -TENSION CONCRETE 01, ALL MATERIALS AND WORKMANSHIP $HALL CONFORM TO THE FOLLOWING STANDARDS: OACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" #ASTM A4106 "STANDARD SPECIFICATION FOR UNCOATED SEVEN WIRE STRESS RELIEVED STEEL STRAND FOR PRESTRESSED CONCRETE" IVACI 423 "RECOMMENDATIONS FOR CONCRETE MEMBERS PRESTRESSED WITH UNBONDED TENDONS" #ACI 318 "BUILDING.CODE REQUIREMENTS FCR REINFORCED CONCRETE" 'OST -TENSIONING INSTITUTE "GUIDE SPECIFICATIONS FOR POST - TENSIONING MATERIALS" SECTION 3.1. 02, PRESTRESSING STEEL SPALL CONFORM TO ASTM A-4!6 GRADE 210K. 03. SUPERIMPOSED GRAVITY LOADS: AREA LIVE DEAD INTERIOR LIVING 40 PSF 20 P5F BALCONY 60 PSF C PSF CORRIDOR 100 PSF 0 P6F MAIN ROOF 40 PSF 20 PSF STAIRS 100 PSF 0 PSF 04. PRESTRESSING TENDONS SHALL BE FIRMLY SUPPORTED AT INTERVALS NOT EXCEEDING FOUR FEET TO PREVENT DISPLACEMENT DURING CONCRETE OPERATIONS. 05. STRESSING ANCHORS SHALL BE INSTALLED PERPENDICULAR TO THE TENDON AXIS, C6, 5TRE55ING ANCHORAGES 51-141-L BE ATTACHED TO THE BULKHEAD FORMS WITH BOLTS, RING SPANK NAILS OR THREADED POCKET FORMER FITTINGS. THE CONNECTIONS SPALL BE SUFFICIENTLY RIGID TO AVOID ACCIDENTAL L005EN!NG DUE TO CONSTRUCTION TRAFFIC OR DURING CONCRETE PLACEMENT. GENERAL NOTES: STRUCTURAL METAL STUD 01. FABRICATION AND ERECTION SHALL BE PERFORMED M ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE (AI$U, "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS," LATEST EDITION. 02. ALL FRAMING MEMBERS SPALL BE CUT TO FIT SQUARELY. MEMBERS SPALL BE HELD FIRMLY IN PLACE WITP VISE GRIPS OR OTHER CLAMPS UNTIL PROPERLY FASTENED. PREFABRICATING SECTIONS SHALL BE BRACED TO ELIMINATE RACKING, 03, FRAMING MEMBERS SHALL BE CONNECTED WITH WELDS, SCREWS OR BOLTS, WIRE TYING OF FRAMING MEMBERS IS NOT PERMITTED. 04, CHANNEL RUNNERS SPALL BE SECURELY FASTENED TO SUPPORT MEMBERS AT A MINIMUM SPACING OF 24", STUDS SPALL BE SEATED SQUARELY IN THE CHANNELS WITH THE FLANGES AND WEBS ATTACHED. ALL 5CREW ATTACHMENTS SHALL BE A MINIMUM OF 5/8" FROM ALL EDGES, AND SHALL USE 5/8" 5-12 SCREWS. 05. SPLICES IN STUD MEMBERS ARE NOT PERMITTED. 06. ALL STUDS LONGER THAN 6' SHALL BE BRACED LATERALLY WITP ONE ROW OF 1.5" WIDE, IS GAGE, COLD ROLLED CHANNEL BRIDGING AT MID SPAN. 01. FRAMING MEMBERS MAY BE CUT WITH AN OXYACETYLENE TORCH OR, PREFERABLY, WITH A RADIAL ARM SAW, THE SAW SHOULD BE FITTED WITH A I/8" THICK, 14" DIA. HIGH SPEED BLADE WITH 280 TO 300 TEETH. C8. WELDED CONNECTIONS OF MEMBERS WITH A THICKNE55 GREATER THAN 22 GAGE SHALL BE SHIELDED METAL ARC WELDS USING A DIRECT CURRENT WELDER OF 200 AMPERE CAPACITY OR GREATER. AW5 ELECTRODE CLAS51FICATIONS E-6012, E-6013 AND E-1014 SHALL BE USED. MIG WELDING 5HALL BE USED FOR THICKNESSES LE55 THAN 20 GAGE, C9. LIGHT GAGE STEEL TRU55 5H0P DRAWING5 SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 10. THE GENERAL CONTRACTOR'S SPECIALTY ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE LIGIPT GAGE STEEL TRUSSES. THE DELEGATED ENGINEER SHALL PREPARE AND 5U15MIT SIGNED E SEALED CALCULATIONS i SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO FEABRICATION. THE DELEGATED ENGINEER SHALL SPECIFY BLOCKING AND BRACING NECESSARY TO WITP5TAND WIND LOADS DETERMINED USING ASCE 1-95 AND A BA51C WIND SPEED OF 135 MPH. 11, DESIGN GRAVITY LOADING: SUPERIMPOSED DEAD LOADS ROOF TOP CHORD 15 PSF BOTTOM CHORD 5 P 5 SUPERIMPOSED LIVE LOADS TOP CHORD 20 PSF BOTTOM CHORD 0 PSF 11.91' (NGVD) T/2nd FL. SPACING, USE 2'*x1l8" GALS. r STEEL WASHER 01 _: 114 9 0 Kola"] . GALVANIZED SCHEDULE 40 FEEL PIPE SLEEVE ALL PENETRATIONS z GREATER THAN 3.z'4 BEAM PENETRATION GALV. STEEL SCHEDULE 40 I i ADJUST HCRIZ REINFORCING PIPE SLEEVE ASD OPENING 1•49:,E? \ JEATE PENETRATION 13ETLUEEN VERTICAL REwRCI% ADD BEAM TIE TO EACH f (l9i I T r'I(-AL oa�oao b II' 4• #5Q48" (4th FL. TO ROOF) #5024' (3rd FL. TO 4th FL.) .?.' z #548" (2nd FL. TO 3rd FL.) c v 1600" (GND, FL. TO 2nd FL.) 0 oaoo .oaaa •o,a� �� 10 z US a SW4 ar A NO SCALE ij �. �go�• #5048' (4th FL. TO ROOF) R" #5024" lard FL. TO 4th FL.) L,1.! 54' #568" (2nd FL. TO 3rd FL,) #6W (GND. FL. TO 2nd FL.) aaoaaoo•[Fol oaao SW3 co m NO SCALE Dow A. #5 DOLUEL5 0 48" (5TH FL, TO ROOF) #5 DOWELS 3 24" (4TH FL. TO 5TH FL.) 05 1:)OWEL5 0 8" (3rd FL. TO 4TH FL.) * DOLUEL5 0 8" (2nd FL, TO 3rd FL.) #1 DOWELS Q 8" (GND. FL. TO 2nd FL. SHOLUN) oaaoaoasoaao .aoaoaa .a�. aaoc SW2 NO SCALE 22.41' (NGVD) T/SLAB (2) HUGHES HCLH/RH, FASTEN TO Ilia PLATE W/10d NAILS. FASTEN TO TRUSS W/#10 SELF DRILLING 5CREW5 WALL PENETRATION TYPICAL UTILITY SERVICE PENETRATION THROUGH BEAM OR WALL ro 13'.;3' Aj--� 52.63' (NGvD) t ® T/ROOF T -�__T L C - 12" MU - T T 43.91 (NGVD) T - - -� -- --__I T/5th. FL. i 12" CMU T -t- - T__ �_ --- T L -r-- ---r I 1 i -7 35.30' T/4th. FL, 12" CMU - ----T_. 26.63' (NGVD) - -- -- --.r-- T/3rd. FL, 12" CMU #568 I j T -- T -- %� 11.91' (NGVD) T/2. d. FL. W O (9 6 - #4 E.F. Joi�loo N Q i 12" CONC.-� #4010" ; #4110" #6018"- EF, "d0 EF. EA. FACE ( 9.30' GvD- �T/FIN. F , 0' (N > T/PCIS V) z Z oho LLI :DO Q�LL oz� UCaa (n W Q� ui F� W CL d g I j T -- T -- %� 11.91' (NGVD) T/2. d. FL. W O (9 6 - #4 E.F. Joi�loo N Q i 12" CONC.-� #4010" ; #4110" #6018"- EF, "d0 EF. EA. FACE ( 9.30' GvD- �T/FIN. F , 0' (N > T/PCIS V) Z LLI :DO (n W F� W CL d g I j T -- T -- %� 11.91' (NGVD) T/2. d. FL. W O (9 6 - #4 E.F. Joi�loo N Q i 12" CONC.-� #4010" ; #4110" #6018"- EF, "d0 EF. EA. FACE ( 9.30' GvD- �T/FIN. F , 0' (N > T/PCIS F LEGAL PESCRIPTION PARCEL A A PORTION OF SECTION 15, TOWNSHIP 24 SOUTH, RANGE 37 EAST, BREVARD COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT A POINT ON THE SOUTH RIGHT OF WAY LINE OF CENTRAL BOULEVARD, A 100.00 FOOT RIGHT OF WAY, AS DESCRIBED IN OFFICIAL RECORDS BOOK 3057 AT PAGE 445 OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA BEING A POINT ON THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 25.00 FEET, SAID POINT BEARS N 00'32'40" E FROM THE RADIUS POINT OF SAID CURVE; THENCE S 89'27'20" E, ALONG SAID SOUTH RIGHT OF WAY, 424.38 FEET; THENCE S 00'32'40" W, 300.00 FEET; 'THENCE N 89'27'20" W, 439.78 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF TOWER BOULEVARD, A 60.00 FOOT RIGHT OF WAY AS DESCRIBED IN OFFICIAL RECORDS BOOK 3057 AT ' PAGE 447 OF THE PUBLIC RECORDS :OF BREVARD COUNTY, FLORIDA BEING A POINT ON THE ARC OF A CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 1020.00 FEET, SAID POINT ,GEARS S 84'48'36" W FROM THE RADIUS. POINT OF SAID CURVE; THENCE NORTHERLY, ALONG SAID EAST RIGHT OF, WAY AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 04'20'30", 77.29 FEET TO A POINT OF TANGENCY; THENCE N OtY50'54" W, ALONG SAID EAST RIGHT OF WAY, 197.33 FEET TO A POINT OF CURVATURE OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2,5.00 FEET ALSO BEING THE FIRST DESCRIBED CURVE; THENCE NORTHEASTERLY, ALONG SAID SOUTHERLY RIGHT OF WAY OF SAID CENTRAL BOULEVARD AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 91'23'34", 39.€38 FEET TO THE POINT OF BEGINNING. CONTAINING 3.0691 ACRES MORE OR LESS PARCEL B A PORTION OF SECTION 15, TOWNSHIP 24 SOUTH, RANGE 37 EAST, BREVARD COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT A POINT ON THE SOUTH RIGHT OF WAY LINE OF CENTRAL BOULEVARD, A 100.00 FOOT RIGHT OF WAY, AS DESCRIBED IN OFFICIAL RECORDS BOOK 3057 AT PAGE 445 OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA BEING A POINT ON THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 25.00 FEET, SAID POINT BEARS N 00'32'40" E FROM THE RADIUS POINT OF SAID CURVE; THENCE S 89'27'20" E, ALONG SAID SOUTH RIGHT OF a WAY, 424.38 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S 89027'20" E, ALONG SAID SOUTH RIGHT OF WAY, 142.14 FEE TO A POINT ON THE WEST LINE OF THAT PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 3902 AT PAGE 3776 OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA; THENCE 37'22' 12" E, ALONG SAID WEST LINE 380.26 FEET; THENCE N 89#27'20"W, 375.80 FEET; THENCE N 00'3240" E, 300.00 FEET TO THE POINT OF BEGINNING. CONTAINING 1.7835 ACRS MORE OR LESS PARCEL C A POTION OF SECTION5, TOWNSHIP 24 SOUTH, RANGE 37 EAST, BREVARD COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT A POINT ON THE SOUTH RIGHT OF WAY LINE OF CENTRAL BOULEVARD, A 100.00 FOOT RIGHT OF WAY, AS DESCRIBED IN OFFICIAL RECORDS BOOK 3057 AT PAGE 445 OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA BEING A POINT ON THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 25.00 FEET, SAID POINT BEARS N 00'32'40" E FROM THE RAQIUS POINT OF SAID CURVE; THENCE S 89'27'20" E, ALONG SAID SOUTH RIGHT OF WAY, 566.52 FEET TO A POINT ON THE WEST LINE OF THAT PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 3902 AT PAGE 3776 OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA; THENCE S 37'22'12" E, ALONG SAID WEST LINES 380,26 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S 37022'12 E, ALONG SAID WEST LINE 316.88 FEET; N 89'27'20" W. 552.78 FEET; THENCE N 0932'40" E, 250.00 FEST; THENCE S 89027'20" E, 358.06 FEET TO THE POINT OF BEGINNING. s CONTAINING 2.6137 ACRES MORE OR LESS PARCEL D A PORTION OF SECTION 15, TOWNSHIP 24 SOUTH, RANGE 37 EAST, BREVARD COUNTY, FLORIDA ' MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT A POINT ON THE EAST RIGHT OF WAY LINE OF TOWER BOULEVARD, A 60.00 FOOT RIGHT OF WAY, AS DESCRIBED IN OFFICIAL RECORDS BOOK 3057 AT PAGE 447 OF THE PUBLIC RECORDS OF BREVARD COUNTY, FLORIDA ALSO BEING ON THE SOUTH RIGHT OF WAY LINE OF CENTRAL BOULEVARD, A 100.00 FOOT RIGHT OF WAY, AS ' DESCRIBED IN OFFICIAL RECORDS BOOK 3057 PAGE 445 OF THE PUBLIC RECORDS OF BEREAVED Q-OUNTY, FLORIDA BEING A POINT ON THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST HAVING A RADIUS OF 25.00 FEET, SAID POINT BEARS S 89'09'06" W FROM THE RADIUS POINT OF SAID CURVE; THENCE S 00'50'54" E, ALONG SAID EAST RIGHT OF WAY, 19 7.33 FEET TO A POINT OF CURVATURE OF A CURVE TO THE LEFT HAVING A RADIUS OF 1020.00 FEET; THENCE SOUTHERLY, ALONG SAID EAST RIGHT OF WAY AND THE ARC OF SAID CURVE THROUGH A CENTRAL OF 04020'30"1 77.29 FEET 'TO THE POINT OF BEGINNING; -THENCE S 89'27'20" E, 451.51 FEET; THENCE S 00'32'40" W, 250.00 FEET; THENCE N i 89027'20" W, 180.77 FEET; 'THENCE S 00'32'40" W, A DISTANCE OF 175.00 FEET; THENCE N�9'27'20" W, A DISTANCE OF 135.21 FEET TO A POINT ON SAID EAST RIGHT OF WAY LINE, BEING A POINT ON THE ARC OF THE AFOREMENTIONED CURVE HAVING A RADIUS OF 1020.00 FEET, SAID POINT BEARS S 590263Q" W FROM THE RADIUS POINT OF SAID CURVE; THENCE NORTHERLY, ALONG SAID EAST RIGHT OF WAY AND THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 25022'07", 451.62 FEET TO THE POINT OF BEGINNING CONTAINING 3.218? ACRES MORE OR LESS. LU z U- Lu Lu QDV ozP z C) _:K LIJ `n z 0 z..w LU 9 /1000 J wz W �-o �Ais �C P-11-TITP 0 NGINEEKIN& C-9 SANITARYSEWER TECHNICAL PROVISIONS 92 r S L-1 LANDSCAPE PLAN Ta AX. now A'ClIVIL ENCINEERIN ISTC� P NI�OI�Ip 10 1LY09,90-re 107, COCOA, FL 32922 (71 InL1ill _ /rZr1.4\ I^-rzrl i1/_r_'rt r- a %, /rtrlal ,nrlrV 1�% wrn Eterione Rd (k eajr Pate 0 Ln E. Central Blvd. UTILITIES WATER CITY OF COCOA WASTEWATER CITY OF CAPE CANAVERAL ELECTRICITY FLORIDA POWER & LIGHT TELEPHONE BELLSOUT14 NATURAL GAS NUI/CITY GAS CABLE TV TIME WANNER CABLE SOLID WASTE USA WASTE CALL SUNSHINE 5 DAYS BEFORE DIGGING AT 1-800-432-4770. 0 0l � SHEET 4 ` df f3 y p �B _.. � . ,e . , ,. �" ., I .,. . � e - .. • ... .e r r .: s `.. .. _ .:' t- � A .. , . � .:' - a . . _ � • i £ 4 ' e � r .. .�. y p �B _.. � . ,e . , ,. �" ., I .,. . � e - i CATCH BASIN SAf1ITAf�r SEWER MANGLE o TOP ELEV. 4.69 TOP EL. s 5.01 k LP N. 1W. EL. - -3.72 r�s � ren � / p ®r�► • .�. �� CEN ti RAL BwONULARD GENERAL NOTES ►NVERT ELEv• 1.a3 > 5. INV, Et. -3.9t E. INV.. EL -4,3Ct VALLEY' GUTTER BA CONSTRUCTION (S8927'2Q'E BASiS OF BEARINGS) W. IIN. EL. _ -4.18 - 615 MANATEE BAY DRIVE - GNS, 6ARRIERS, LABOR, EQUIPMENT. i CONTRACTOR SFiALl, PROYIQE A11 NECESSARY SI,. TO MANTALN A SAFE AND ADEQUATE FLOW Of PEDESTRIAN ANO VEHICULAR 1, �? 24 , WIDE WHITE. CAPE CANAVERAL, FL 329,2bETC" r T r r TH 6' HEAcEiz c,Uu13 (too RIGHT -OF -`WAV) C ALONG ROADWAYS ANO INTO AND OU OF SI E AND BU LD NGS FOR E �-STOP 8AR pH4NE: (321) 784-3425 DURATION OF THE CONSTRUCTION. '!:mss a:J :: _ : a..a .. rel xm" x.a�.--;.tea - •�"."-.s :-..T ._a _� .--.`,. - ••� p� _ss ' __3-11 =i x.i .C`.a -.�? .-.i1 _ •" - -. 3 S 0 EMERGENCY VEHICLES AROU MOT L .�. ,� � � cas r,�a a .... as =s. , . 4 FAX: (321 } 78 -g 73 2• CONTRACTOR SHAI.i. PROVIDE ACCESS FOR ERGS Y V ND 0 AL " " - ----, I < ( 5 ul 41i;Al �1_Tu1 NF1A { ' U RV Y 13uDiNGS QURsNC CONSTNVG►ON. ,. �,� ..1..,y STANDARD C S S CROSSWALK F . X v It °*-- 30" STOP .SIGN BEACH MAPPING & 3. SURVEY DATUM•$ASEO ON NGVO DATUM OF 1929 AS PROVIDED BY BEACH MAPPING AND C�"� Z WATER VALVE & GUTTEr�o;,t PER F,D.O.T. INDEX 17346 TYP. © SURVEYING. Q �p r - (TYP.) I - R1 1 SURvt+YuvG .- �} - --- - - PRoPER't' L,vIE FIRE HYDRANT 'T -- --_ -- - -' _ _ _ �•�_ -- R.O. BOX 542 4. THE CONTRACTOR SHALL FIELD VERIFY ALL CONC(nONS AND DIMENSIONS PRIOR TO ANY z _ J -� I'� `-- - $TSS SNC E1 WA7 �? E� ��21) 7H3 -'x 174 WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS iNCLWiNG THOSE "M z _E LINE ..._ _ ._ 9 one-':� _rte.__ _,mow ;, x�...... .._.._ - PHON FURNISHEQ BY SUDCONTRACTQRS, y CONTRACTOR SHALL ACCEPT PREMISES AS f0UN0. l 4• T -- f -' `' - arsaw j - - NER ASSUMES NO RESPONSIBUTY FOR THE CONDITION OF THE EXISTtNG SITE OR . _ ..� _._ 83 1058 w 'NOODEN POWER __ _._ _._ __ __ _ - -- -- w , "` " „ +„ - --� ---- - - -- -- _- _.._ !'" ' - - - _- -- - EXISTING STRUCTURES AT T1 -IC TIME OF BIDDING OR THEREAFTER. ` F'AK: (321) '7 - � LIGHT POLE "�� uj - �� STA: 2+87.63 TYPE F CURB & GUTTER - „ - -�-------- - N IN R �` R15 N 197.39' R SEE DETAIL DRAWING C-5 FDOT. TYPE D , . s, UNLESS OTHERWISE NOTED, CONTRACTOR TO CLEAR AND GRUB ENTIRE SITE OF ALL z T, • '"� CURB, TYP In STA: 1X4-18• \ ENGINEERING TO THE MAX VECEfATION, CONCRETE sws AND FooNDAT10NS, PAVEMENT, FENCES, LIGHT POLES, ~� Z 176.0 20 © N/r-133.05 LT : \ 310 BRUNSON BLVD, SUITE 107 ETC. *AND PROPERLY DISPOSE OF OFF SITE: ANY EXISTING UTILITY SERVICES SHALL BE � Z 662 -"-�"""`-" •\ � COCOA FLORIDA 32922 PROPERLY DISCONNECTED, PLUGGED, REMOVED OR ABA.NDQNED. •-•1•=� ` T, vP VE C = 3 .88 - -- - --T _ -- -. _ _ ..'_. \ PHONE: 321 633-0653 z � N Z _ 2 _ FAX: 321i 6 g. ALL CONSTRUCTION SHALL COMPLY W1Tti THE APPLICABLE BUILDING CODES AND LOCAL. 2 rT, 1 S WIDE 'SIDEWALK 5 AS # PAVEMENT • ( ) 33-9252 RESTRICTIONS. THE CONTRACTOR MUST COMPLY WITH THE CONTRACTOR U 84.4 ' - .�- TYP p,Q} \ REGISTRATION REOUiREMENTS OF ALL GOVILANING AUTHORITIES. �}Lu 20 d (TYP) 4 20' SEE DRAWING C-5, �,. �� -' j __ 12'X20' HAND(CAP # TYP ti 7. SHE CONTRACTOR SHALL REPORT TO THC ENGINEER ANY ERROR, INCONSISTENCIES, OR �. p � o f I ACCESSIBLE PARKING TYP ) TRIPLEX \ -- `` 30 STC IGN N 1d \ ' OMISSIONS HE MAY DISCOVER. THE CONTRACTOR IS RESPONSIBLE FOR CORRECTING it I T I TRIPLEX \ PROPERTY LINE ANY EF RORS AfTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO V WiTH 5 AISLE (TYP) 1 -1 - THE , \ THE ATTENTION OF THE ENGINEER. THE MEANS Of CORRECTING ANY ERROR SHALL FIRST 1 STA: 04-75 '5WiDE SIDEWALK \ BE APPRMO BY THE ENGINEER AND OWNER, CL i DUMPSTER LOCATION 0 49.00' R (TYP) �\ STA: 1 +72.33 'n 1 25.37' LT 8. CONTRACTOR' SHALL REFER AND CONFORM TO ALL RECOMMENDATIONS AND FINDINGS SOUTHERN BELL LOX Q � INSIDE BUILDING' 1Y " G+00 BASELINE B \ A 1' FORTH I t T HN REPORT, THE OWNER AN ENGINEER ACCEPT ( P) �7 S SE FOR N SOLS GEO EC ICAC EPO E 0 E D E EE 2+0.3,25 BASELINE A DUPLEX \ NC► RESPGI'Sr15 TV fof2 THE ACCURACY OF TI-rE FINDINGS OR FOR THE FiNA1 I I ( CONSTRUCT 350 L.F. RECOMMENUATiONS. CONTACT OWNER FOR INSTRUCTIONS PRiOR TO THE I BUILDING A c° ' ' 6' HIGH CMU WALL, CONTINUATION OF WORK SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT D01 TYPIC D CURB OURM GRADING OR FOUNDATION CONSTRUCTION. EXISTING ELEVATIONS AND rG I 5 STORY , �': 16' EE DETAIL SHEET C-5igr, TY„ \ SEE DETAIL SHEET C-5 LOCATIONS TO BE JOINED SK4L.L BE VERIFIED BY THE CONTRACTOR BEFORE G� (( D I , 24 UNITS TYP \\\ /,p CONSTRUCTION. IF THEY DiFFER FROM THOSE SHOWN ON THE DRAWINGS, THE i I \ CONTRACTOR SHALL. NOTIFY THE OWNER AND ENGINEER SO THAT MODIFICATIONS CAN I fI d` �, S : Y a�• yy�s o �. BE MADE BEFORE PROCEEDING WITH THE WORK. 11 I( ) STA: 34-68.16 p --PA RS III if fill 9. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT G d 1 15.87' RT _ ? \ �% INTENDED. THE CONTRACTOR IS TO CLARIFY WiTH THE ENGINEER AND OWNER ANY s ti „i STA: 2+63.67 \ SUCH DISCREPANCIES PRIOR 10 CbMMENCiNC WORK. v L2 1 +00 5 125.37 LT D I I 24 WIDE WHITE p -�d -- t Q- �� X� 10. PRiOR TO COMMENCEMENT OF WORK THE CONTRACTOR WILL COORDINATE HIS I STOP BAR R �� cv C \\�� ACTNITIES WITH ALL THE UT►UTY COMPANIES SERVING THIS AREA CONTRACTOR IS TO -\ L' I I 4.74 STOP BAR \ COORDINATE; FULLY NTH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND 3O" STOP SIGN_ QRS, /'� R5 STA: 2+85.33 UTILITIES PRiOW TO EXCAVATION. THE FOLLOWING COMPANIES SHALL BE CONTACTED 1' X 1 CONCR(E1E I ' Z R1-1 �, BA EU B' M iYPo„ ° 125,37' 'LT BY THE CONTRACTr,R: POWER POLE '{ d ( o DUPLEX FLORIDA POWER & UGHT - ELECTRICITY r • t _ �.. xQ , r \ \ CITY, OF CAPE CANAVERAL - WASTEWATERT O CITY Of COCOA - PO ABLE WATER R 8� 9 - 16 Q- ,� --=---- 5' SIDEWALK, LLSVTH' TELEPHONE W N E A \ \\ rIM WARNER CAKE - CABLEVIS" 5'�SIDEdt9LK P ' , b TYP'. I I t �� j G'� -- USA WASTE - SOLID WASTE �, `�, 11. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE Z4'L �l10 ITE .. ,� O '-�� PLANS HAVE BEEN: OElf-RUiNED FROM AVNL.A13LE INFORMATION AND ARE GIVEN FOR ��" STOP BAR 24."'v WHf TE 1h \® THE CONVENIENCE OF THE CONTRACTOR. T14E OWNER AND ENGINEER ASSUME NO •wor "R�-_-. AREA BE TO1 \ RESPONSIBILITY FOR INACCURACY. 0 `�. 0 BAR & 30 �`o e7 ' �°°� r °r •ti T (N R1-1 PED, TO �\\ 12. ALL PROP TY AFFECTED 6Y TN►5 WORK SHALL BE RESTORED TDA PROPERTY LINE h E L 24" WIDE WHITE \ J9 CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED r 24 , ORMWATER POND W FOU \ Q BY THE'; PLANS..THE COSI FOR SUCH RESTORATION SHALL BE INCiDENTAI. TO LE I I , S• '� °► `1 N {0-A�' rj - STOP BAR �` \\ `�A Ori•sCR• CONSTm1k 11ON ANO NO EXTRA COMPENSATION WILL BIr ALLOWED. 90.34 - PHASE LINE '`,: P, SEE DET A RAWtWj Cis -- - v- - '� \ \ ^►c+ F t 3, CONTRACTOR SHALL KEEP CGNSTRUCTION DEBRIS OFF OF ROAD ` -,� ASE € ' B' TRIPLEX �\ ,� RIGf+rof WAY. Pi f PO ED 1 STAN 3+82.64 2 4 30" STOP SIGN \ �1<'j►. ALL PAVEMENT OFFSETS, RADIi AND DiMENSlONS SHOWN ARE 10 PROPOSED FACE OF ' S DE AL I 64.94 RT 3 STOP SIc;N _ :Y •► 60� 23, RI -1 CURB, UNLESS OTHERWISE NOTED. 4 DOHMEPIRYP) MPSTER LOCATION R1 -1 `# _ iI' ' \ x �\ 15.fHE CONTRACTOR SHALL STAKE ALL IMOROVEMENTS USiNG THE GEOMETRIC DATA o -i- 1rz` - ES' iBUE i O� �� \ PROVIDED.' It IS THE CONTRACTORS, SOLE RESPONSIBIUTY TO COMPLETELY STAKE AND s I I -_ �`+ ppQL HG -$PACS -'WIT AILS CHECK ALL IMPROVEMENTS TO ENSURE ADEOUATE POSITIONING, BOTH HORIZONTAL ^�. `- 'd ` �jZ s \ AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS. ANY PROBLEMS ASPHALT PAVEMENT .�I -� J t1t� HANDICAPPED +1/ 4R Q1iEST♦ONS W1TN THE GEOMETRY GIVEN THE CONTRACTOR SHALL CONTACT +� "` THE ENGINEER FOR CLARIFICATION. � : 2.0- i SEE DRAWING C-5_� - � RAMP TA: 4+ 3. ^ 1 i ('TYP) p 16. BUILDING COORDINATE IS TO THE OUTSIDE FACE OF BUILDING. BUILDING I 1h, \\ DIMENSIONS ARE TO BE TAKEN FROM THE ARCHITECTURAL PLANS. I BUILDING 8 t .� g P 10 ,9 '_ 9 ° �ti ` ,� 3+77 BASELINE B \ 11. ALL UTILITIES WILL BE LOCATED UNDERGROUND. 5 STORY nr 2S 3 i 9+36.345 BASELIN A \ I 24 UNITS ( \o 1p DUPLEX \� sTa: 4+94.50 -. L20 C�1 �' R25 ,y ° SPECIAL EMPHASIS �\ 125.37 LT N PHASE LINE 9x xr CROSSWALK PER FDO ! I x \ CONSTRUCT 340 L.F. \ �Sk I .A /j 4 INDEX #1 7346. TYP �\ F 6' HIGH CMU WALL, PHASE II) 5' WIDE SIDEWALK v O / ( 1 0 13►► 1 5611 t4 `- - x0 \ SEE DETAIL SHEET C-5 (TYP) 1.0 Ri ONLAJ 1 I RB , 1 1 PAVERS4l IT STA: 4+$5,23 in 8+00xp- 1 ��_ � L4 7+ . F DOT TYPE D 8 -4- 00' C� , P BAR \ x% kk 0. 1 OFFSET: 173.20 R h N i- !--• �{ _ 1 ` --- _ { Typ e \ J STA: 5+34.70 ,1 LANDSCAPED'AREAS _ � t e � .° ASPFtACTUPAi�ENT, \\ 143.70' LT �°' *- •�•� \ SEE, DRAWING C-5, �'C�. PHASE LiNE � 16' 1' X V CCIt�CRETE " TYP 1 3b � STOP SIGN x \ POWER POLE 1 1 _ rs L14 N Gi �� R1 p R1-1 -- TYP •� { pp \\ �`' • 16' - `` WWII (� � o q •, \ • 0 0 �P00�,S,Arm �� 30" STOP SIGN Qn 1 R1-1 , TRIPLEX DUPLEX DUPLEX DUPLEX + ° DUPLEX ► w p \ \ 4 " F OT TYPO D' CURD o 3 STA: 5+08.79 �a 24 WIDE WHITE `� 0 ` 96 163.$5' RT 4' STOP BAR SEE DETAIL SHEET . d� �, zo c-5, TYt? ° P�A�IE II �,�' • .�� \ \\ �' �- UI�.oIN 711, 1 ` \ DUMPSTER LOCATION _�, ,� 126:39' RT 0-_a _ _ FOR PICK Up (TYP} STA: 6.+89.41 STA: 7+60.75 STA: 8+39.80 �.,,, \ ETBACK 126:39' RT _ 1.26.39' RT 132'.71' RT � \ � , \ M• ASPHALT PAVEMENT PROPERTY LINE g S -E E -D iTAVRG-c ---5 +r�i - ". I +rrri- ,war. w.Tr .w�I. ,. , -- ... _ , T1rP l �� emu&� DEWALK ® \ ) .� aaww� TIM ■eqw� ' '" irrigi� 'wa.aMr u� M w ,rte, ,raw --- -- .. ,. _ ._ , A c gyp P HAS E 1 V _ . .� .. 952, 7$ � arae wwsa awrw � .+As awiw w� Daws w4lss wowlw °°°I �." \ \ ► PHASE LINEBUILDING C _ PAVERS u� \ 5 5T0 RY I • • . �\ \ 24 UMTS I d� \WIDE 'S D _ 5 1 P WALK 0 20 40 $O �• Z� (T'P) CUR 'TAX PARCEL 754 SCALE: 1" = 40' \ STA: 5+•36.37 d RIGHT OF WAY NOTES OFFSET: 301.51 R t 1. CONTRACTOR SHALL REPAIR ANY DAMAGES CAUSED TO EXISTING UTILi"TIES. CONTRACTOR SHALL SOD ALL DISTURBED AREAS IN R/W WiTH BERMUDA SOD ACCORDING TO CITY OF CAPE CANAVERAL STANDARDS. 2. ALL PAVING AND DRAINAGE IMPROVEMENTS SHALL CONFORM TO THE LATEST EDITION OF FOOT STANDARDS SPECIFICATIONS. 3. ALL PAVEMENT MARKING IN R/W SHALL BE THERMOPLASTIC, PER FDOT STANDARD SPECIFICATIONS. PER FDOT INDEX 17,346 4. MAINTENANCE OF TRAFFIC SHALL BE PER FDOT INDEX 600 AND 611. 5. OPEN CUTTING OF ANY CITY MMAiNTAINED ROAD IS NOT PERMITTED WITHOUT PRiOR APPROVAL OF THE CITY OF CAPE CANAVERAL. 6. ANY OFF SITE WORK MUST BE REVIEWED AND/OR PERMITTED THROUGH THE CITY OF CAPE CANAVERAL. 2b \ 451.86'- • 2 5' '` SETBACK 5 E PLAN NOTES I 1. THIS SITE SHALT. CONNECT TO CITY OF COCOA WATER SYSTEM. WA�ER , LINES SHALL, d CONFORM TO CiTY OF COCOA. STANDARDS. 'SEE DRAWINGS C-6 AND C --7t 2. (SIDEWALKS T4 BE CONSTRUCTED. TO CITY OF CAPE CANAVERAL. 5TANDARDS. 3. THIS SITE SHALL CONNECT TO CITY OF CAPE CANAVERAL SANITARY SEWER SYSTEM. Ma°' : SANITARY SEWERS SHALL CONFORM TO CITY OF CAPE CANAVERAL STANDARDS, 4. SOLID WASTE SHALL BE BY CURQSIDE PICK-UP FOR DUPLEX di TRIP(EX BUILDINGS. DUMPSTERS FOR 5 STORY BUILDINGS WILL BE LOCATED IN THE , GARAGE AND MOVED c� TO THE LOCATIONS SHOWN ON PLAN FOR TRASH, PICK --UP. cuRVE TABLE 24 UNIT BUILDING 3 EACH 72 UNITS OF REWIRED PARKING AS SHOWN ON PLANS. CURVE DELTA: LENGTH RAQIUS 1 90`00'00" 196: 5 , 12670 C2 90,00'00" 1171"' ' 75.00 C3 37' 54'62" 49.83 P�00 C4 52'05'08' 68.18 7I 90 C5 . ' 89'3630 31.40 , -20.00 CIS 9o'00100" 42.41 ` 2710Q C7 64.20'2" 56"15 $0.00 C8 41-34"12", 25.39 $5,.00 C9 76'48'01 " 48.91 35.00 C 16 90' 0o 00" . 54,s8' 5.00 Ci 1 ." 23.16 35.00 I 1. THIS SITE SHALT. CONNECT TO CITY OF COCOA WATER SYSTEM. WA�ER , LINES SHALL, d CONFORM TO CiTY OF COCOA. STANDARDS. 'SEE DRAWINGS C-6 AND C --7t 2. (SIDEWALKS T4 BE CONSTRUCTED. TO CITY OF CAPE CANAVERAL. 5TANDARDS. 3. THIS SITE SHALL CONNECT TO CITY OF CAPE CANAVERAL SANITARY SEWER SYSTEM. Ma°' : SANITARY SEWERS SHALL CONFORM TO CITY OF CAPE CANAVERAL STANDARDS, 4. SOLID WASTE SHALL BE BY CURQSIDE PICK-UP FOR DUPLEX di TRIP(EX BUILDINGS. DUMPSTERS FOR 5 STORY BUILDINGS WILL BE LOCATED IN THE , GARAGE AND MOVED c� TO THE LOCATIONS SHOWN ON PLAN FOR TRASH, PICK --UP. ,QAl�QVIED LQT COVERAGE'S SF 401 SQUARE FOOTAGE OF UNITS TOTAL GROSS AREA: 453,936 14.42 100 LIVING --- �_ IMPERVIOUS AREA: PARKING 1 DIINGS OTHER_ 4TRIPLEX 0 7,020 SF Ek, 28,080 0.64 8,19 TOTAL UNDER ROOF 8 DUPLEX 0 5,369 SF EA. 42,952 0,99 9.413 •3 CONDOS ® 13,497 SF EA. 46,491 1.07 , 10.24 MAkfMUM BUILDING N8.iGN1' ALLOWED: 45 SWIMMiMG POOL 2,520 0,06 0,56 MAXIMUM BUILDING HEIGHT PROPOSED: 45' ' CABANA 800 0.02 0.18 ` TOTAL BUILDINGS 120,843 2.77 26.62' ROAD, DRIVEWAYS 105,188 2.41 , 23,17 USE: RESIDENTIAL R=-3 SIDEWALKS 23,231 0,53 5.12.. TOTAL IMPERVIOUS AREA: 249,262 5.71 54.91 �. TOTAL OPEN SPACE: 204,674 4.71 45.09 PARKING CALCULATIONS DUIL0ING SETBACKS - FRONT: 25 FT PARKING REQUIREMENT 2 SPACES/UNIT S! 15 FT DE' NUMBER OF UNITS 100, REAR: 15 FT SIDE (BETWEEN BLDGS, 2 STORIES) 20 FT TOTAL. SPACES REQUIRED 200 SPACES] SIDE (BETWEEN BLDGS, 5 STORIES) 30 FT TOTAL SPACES PROVIDED 276 SPACES NUMBER OF UNITS 100 EACH DUPLEX & TRIPLEX HAS THE FOLLOWING PROVIDED PARKING, - CAR GARAGE 2 PARKING SPACES N1. ._TYP_E DRIVEWAY =I PARKING SPACE unme 2 STORY DUPLEX 8 EACH 16 UNITS EACHSTORY BUILDING HAS PARKING GARAGE ON FIRST 2' ;TORY TRIPLEX 4 EACH 12 UNITS FLOOR PROVIDING 24 SPACES PER BUILDING. REMAINDER In 5. EACI•T UNIT Sr1ALL HAVE A MAILBOX FOR MAIL DELIVERY FORDUPLEX & TRIPLEX BUIL I INTERIOR UNE TABLE 24 UNIT BUILDING 3 EACH 72 UNITS OF REWIRED PARKING AS SHOWN ON PLANS. LINE LE GTH BEARING - L1 203,25 SOO"32'40" N L2 tp3.36 NS '27'20"W p 13 5.50 500'32'40"W 14 247.38 S&Y27'20"E L5 r '65,65 N52.37'48"E _ L6 341.48: S37'22' 12"E L7 35.00 St5'S0'S3"E L8 3.22 NQO'21'10''E L9 29.5 N00'00'00"E L10 121.24 S89'27'20"E L11 185.62 N00.29' 10"E 02 335 NOO!00'00"E 03 30.00 N00.00'00"E 04 74.52 N90'00'00" 29.61 S25'39'33''W L16 `: 15.08 S41-44'1 21 L1.7 • 54.59 50900'00'W L18 27,41 N76' 13'21 "W L 19 26.70 S00'32'40''W L2,0 • 224.54 N8727'20"YV L21 59.80 N52'37'48"E ,QAl�QVIED LQT COVERAGE'S SF 401 SQUARE FOOTAGE OF UNITS TOTAL GROSS AREA: 453,936 14.42 100 LIVING --- �_ IMPERVIOUS AREA: PARKING 1 DIINGS OTHER_ 4TRIPLEX 0 7,020 SF Ek, 28,080 0.64 8,19 TOTAL UNDER ROOF 8 DUPLEX 0 5,369 SF EA. 42,952 0,99 9.413 •3 CONDOS ® 13,497 SF EA. 46,491 1.07 , 10.24 MAkfMUM BUILDING N8.iGN1' ALLOWED: 45 SWIMMiMG POOL 2,520 0,06 0,56 MAXIMUM BUILDING HEIGHT PROPOSED: 45' ' CABANA 800 0.02 0.18 ` TOTAL BUILDINGS 120,843 2.77 26.62' ROAD, DRIVEWAYS 105,188 2.41 , 23,17 USE: RESIDENTIAL R=-3 SIDEWALKS 23,231 0,53 5.12.. TOTAL IMPERVIOUS AREA: 249,262 5.71 54.91 �. TOTAL OPEN SPACE: 204,674 4.71 45.09 PARKING CALCULATIONS DUIL0ING SETBACKS - FRONT: 25 FT PARKING REQUIREMENT 2 SPACES/UNIT S! 15 FT DE' NUMBER OF UNITS 100, REAR: 15 FT SIDE (BETWEEN BLDGS, 2 STORIES) 20 FT TOTAL. SPACES REQUIRED 200 SPACES] SIDE (BETWEEN BLDGS, 5 STORIES) 30 FT TOTAL SPACES PROVIDED 276 SPACES NUMBER OF UNITS 100 EACH DUPLEX & TRIPLEX HAS THE FOLLOWING PROVIDED PARKING, - CAR GARAGE 2 PARKING SPACES N1. ._TYP_E DRIVEWAY =I PARKING SPACE unme 2 STORY DUPLEX 8 EACH 16 UNITS EACHSTORY BUILDING HAS PARKING GARAGE ON FIRST 2' ;TORY TRIPLEX 4 EACH 12 UNITS FLOOR PROVIDING 24 SPACES PER BUILDING. REMAINDER In 5. EACI•T UNIT Sr1ALL HAVE A MAILBOX FOR MAIL DELIVERY FORDUPLEX & TRIPLEX BUIL I INTERIOR 5 STORY 24 UNIT BUILDING 3 EACH 72 UNITS OF REWIRED PARKING AS SHOWN ON PLANS. MAIL 6. NATURAL GAS KIOSKS PROVIDED FOR 5 STORY BUILDINGS. TO, BE PROVIDED BY NUI/CITY GAS., NSITS` 100 UNITS SPACES NAN171CAP SPACES REQUIRED 5 + �1 VAN ACCESSIBLE :SHEET 3 4f 13 7. THIS PROJECT WiLL BE CONSTRUCTED IN PHASES. PHASE 1 INCLUDES BUILDING A. THE NORTH DENSITY ALLOWED (DWELLING UNITS/ACRE). 15 TOTAL HANDICAP SPACES PROVIDED - 5 + 1 VAN ACCESSiBLE TRIPLEX ANO THE 2 NORTH EASTERN DUPLEXES WITH ASS54CiATED INFRASTRUCTURE. DENSITY PROVIDED (DWELLING, UNITS/ACRE) 10 Yz N. iNY. EL. _ - 3.6$ FIRE -FLOW, ALc LATI �: ; . S. IN',/. EL. - -3. -FIRE DEPARTMENT NOTES E. ;NV. EL. _ -5.7$ PF#QJECT,. N,�M,E DAYSID CON047MlNIUM W. INV. EI . -5.63 SIjE A06R(S5, CENTRAL BLVD.CAPE CANAVERAL 1, ' LANDSCAPING SHALL NOT BE LOCATED WITHIN 3 FEET OF ANY FIRE HYDRANT NAY. +Nv. ��. _ -5.83 PROJECT. DESCRIPTION: CONDOMINIUM ` 0 20 40 . ao _ - : • . ..., . AND � OR FIRE DEPARTMENT CONNECTION. . FIRE, AREA., (LMGf ST AREA) � 16.660.5E .TYPE: NON COMBUSTIBLE 2. WATER FOR FiRE FIGHTING PURPOSES SHALL BE AVAILABLE PRIOR TO CATCH BASIN SANITARY SEWER MANNOIE ! 0 �'' 180 Y SQRT(A , ` TOP a SCALE: 3• 40' TOP EL. - 5.01 • 1 8 COMBUSTIBLES BEING • BROUGHT ON SITE. a 0 ELEV. .69 N. 1w. Et. _ -5.72. ) T6 ��. 1� !I"'INVERT ELEV. 1.03 CENTRAL BOULEVARD S, INV. EL. _ -1.9t �ASC GPIM�R�gVIREP 11859 GPM (0) 1' ( _ E. INV. r y -a.30 REMOVE EXISTING STUB OUT &GROUT HOLE (�CCUPAN Y CLASSIFICATION 3, NEW AND EXISTING EIRE HYDRANTS SHALL BE. iN•DICATEt3 WITH A ROADWAY �� Ii �, (Sa�27'zo°E E�as►s Or aEARlrvOs) W. wv L. y -4.18 a CLOSED. APARTMENTS'a= 0:,85 OR (--.15 ) . REFLECTOR PLACEO ONE F00T OFF THE CENTERLINE OF THE ROAO FACING THE i� 6" HEALER CURB (too' R1O11t-OF-WAY) 8" GATE VALVE `, CORE E34RE HEV'! ,8" PVC SANITARY SEWER EXQSUfiRE, DlSTQNCE HAZARD CHARGE FIRE HYDRANT. 11 -1 FT + % \ i 0 a �� o IW- N T 0� � NOR1`4 7; -4 T 1 1 t N R 6 F �..� T� AIL H DRAWING. - -- - -y _ _ _ S T A INV 60 D G. ° ' � N �+ 0 - - (j� 11-30 FT• +20�' 4. � .NEW FIRE HYDRANTS SHALL GE' POSITIONED NOT MORE THAN R LES THAN e" i I -- -- . 12" v G 13 1 % T F PAVEMENT, WITH THE ENTER OF E, STREAMER' 1< 6' NLAIraE U - 31--60 FT � 5 . 6!'OFF HE EDGE 0 i I R�3 _ CONSTRUCT 8''x8" T PING `6�3"TT M 10 STANDARD CURB E SHEET C 3 WEST > 81-1 dt3 FT +10� ;. CONNECTION X4.5") NOT GREATER THAN 18" - 24" ABOVE THE FINISHED GRADE. T 6 ° 11 & GU i1 R FOR STORM CONFLICT SLEEVE (COORDINATE CONNECTION TOTAL PERCENTAGE 20 (75% MINIMUM} 101-150 FT +5� WATER VALVE N __ _ E I� UTI�.ITY NOTES -_ __ __ _ t WIT�IHc C! i. TOTAL, Gt?W REQUIRED - 1,859 (0.85) (1.20) 1,896 GPM FIRE HYDRANT _ _, ___ T- _ J �_ �"" ` " -- --• - _ 8". STOS CONCR T - ED: 2 1. WATER SERVICE CONNECTION SHALL COMPLY WiTH THS CiTY OF COCOA TECHNICAL - �,.. _�_ , WA1 E R t:I N E .__�,®,�.._ -� ---- " 3 S,P£CIFiCATIONS. SANITARY SEWER CONNECTION SHALL COMPLY WITH THE CITY NU HYDRANTS PROPOSED: & - - M _ OF CAPE CANAVERAL TECHNICAL SPECIFICATIONS. W00DEN POWER LIGHT OLE T 0 sl m D C) SOUTHERN BELL BOX CJ 1' X 1' CONCRETE POWER POLE 0 V X 1' CONCRETE POWER POLE ' CONSTRCUCT 30 L.F. CONSTRCUCT 153 L,F. I , \ 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES W1 NIN _ _ _ 8" P.V.C. MAIN 8'" P.V.C. WATER MAIN 1 25� 1 � TEMP Y THE AREA 'OF PROPOSED CONSTRUCTION PRIOR TO STARTING i Wt E CONSTRUCT 106 L.F. \ THE CONSTRUCTION IN TH{S AREA VP VE, 8" SANITARY _ F \ / ( C CON . T 161 L.F. �\ SEWER LATERAL- C0N�RCUCT L,F• a \ " P.V.C. WA £ MAIN ! l 8" P.V.C. WATER MAIN \\x, �( I I U TRIPLEX MH6 I I C.O TRIPLEX l a 6" SANITARY SEWER STA. +36, 1, LT. k ( LATERAL (TYP) R =7.20 OAL I CONSTRUCT 66 L F I 3. CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED TO EXISTING UTILITIES AND THE PUBLIC SIDEWALK, OR THE PUBLIC STREET, 4, SEPARATIONS WILL 8E A MiNIMUM OF 10' HORIZONTAL' AND 18" VERTICAL BETWEEN WATER AND WASTEWATER AND STORM SEWERS. . t E. INV -3.1 ` ` i I 1 6.. SANITARY 8' x22 i f ao \� , 1 1 SEWER LATERAL BEN ) i U- 3/4" WATER W. INV.= 3,25 \ 5. A 20 EASEMENT IS PROVIDED OVER ALL THE STORM SEWER LINES. SERVICE AND \ ALL SANITARY SEWER PIPES SHALL BE LOCATED WITHIN THE 50' RIGHT 1 OF WAY. METER (TYP) DUPLEX \ BUILDING A _ ) f " J STORY ' __ x 1 1 0 8x22 0: PROJECT WILL BE CONSTRUCTED IN PHASES, SEE DRAWING C-1 FOR l BE\\ ,�� `' ' _-- BUILDINGS. MANHOLES 1. 6 AND 7 ARE TO BE CONSTRUCTED IN i I 24 UNITS BEN I „ GATE 8- TE CONSTRUCT 24 L.F \ \ G -p " > > M. G PHASE 1. 8 WATER CONSTRUCTED TO FiRE HYDRANT ADJACENT TO - VE V VE`- 8" P.V.C. WATE ATNF ��\\ '�y O� BUILDING A AND TEMPORARY BLOW OFF ON THE EAST SIDE. • `� �� vs i CONSTRCUCT 267 L.F. � f RIM 7.� � i + 6" P.V.C. FIRE LiNE 8"x22j` d \ -o O 7. STORMWATER OUTFALLS SHALL BE INSPECTED BY PUBLIC WORKS AND ` 1 FOR FRE PA TMENT CONNECTION S V.- .3.3i _- � jI NE V.= 3.410 \ 4 HOUR NOTICE IN ADVANCE. �� _ .cSHALL HAVE 2 y \ 11 C N TRCUCT 254 L.F. 42-L.F"' SANITARY R IN AN WATER MAINS AND 5£RViCE LATERALS 1 1 r, I 6" P.V.C. FiRE LINE C 6° !- \ \ca \ \ $. ALL SAN AR SEWER LINES D k _ WILL BE CONSTRUCTED IN PHASE i. CONSTRUCT 66 L,F. �� _ �,� ° \ SANITARY �� + �.-�' - "� DUPLEX- 6- \� 9. ALL WATER MAINS WILL BE CONSTRUCTED IN PHASE 1. ALL WATER SERVICES CL 1 SEWER LATERAL F ,A �" fCllf�"` 1"-""`" ,� ` ` \ WiLL BE CONSTRUCTED IN THE RESPECTIVE PHASES. (� ST UC 1 1 L.F. _ " ` _x45. ( �' / 8"xg" S1A,2+f 3,58, 5�6? L..b .• \ \ 8o PSV C CONSTRUCT LAIN \\ , �7E�-... RJ.�I 7.5�x.a ' �� 1 G?. ALL WATER SERVICE LINES SHALL BE TYPE '*K" COPPER. TEf ERVICE, y Bt*ND l+l "x RANT,T E, SW. INV. -3.7'9 '` < \\ �F A WATER SERVICE SADDLES SHALL BE BRONZE WITH CORPORATION STOPS. ` 112 W TEH M RAND Cof+sTR4J 1T__65_t BE 1?- ` UTILI CONFLIC , SEE \ �'� ALL -, ..,, �. K 0 P ENTER 8" SANITARY i T '� V. -3.7F3 \\ ,S M DRAT ONFLICT \\ SEVIIET?'TATERACw :. \ a ETAIL SH C-6 mor .�. rases raas .wrs ra$ailx $" T ;V.aiat.. q� CT 13 L.F CONSTRUCT 42 L, T 'uiV'�'�+JI`� \ \` , 6" P.V,C• WATER MA r 1 i BEI 7 UC f. !. .-,. _ - .,�... I ! CONST T 3 L.F..L"`*w.__ \ \ \ \ i I^, 8" R NATER MAIN1%4G~YATE .: ww�N,y "°� 4" ER 1 LATERAL PHASE Vit .",..,.. I `� AtVQ BAC1t !� TER z > , ` \ $"x6". HYDRANT TEE i CONSTRUCT 69 L.F. ® \ 1 8" SANITARY SEWER Il I �; C ST UCT 121 . . a• \ AND 6 , GATE VALVE \\ 1 LATERAL (PHASE ll1} C.O. i 1 )� j fi PVC '\ I S C i - P.V. WATER !N Q STRUCT 111 L,F, \ 6" SANITARY SEWE \ �_.�_ � j I SEWER, „�..-.\ k CONSTRUCT 56 L.F. Ii ( CONSTR Ci 53 L. lYPt K COPPrF �'! LATERAL (TYP) \' i " PVC WATER SERVICE, 1 I co 8" SANT ARY SEW POOL E!�'SlltCfr �' "`.� �6, '� \ REMpWE EXISTING a" I i t " I ( LATERAL IE \ STUE1 OUT, s INv - -3.91 k � 2 'WATER METER AND � E I I � E L (PHASE } � � Po._ .. ry � . k I 2 BACKFLOW PREVENTER i + 8"x6 TEE AN \ ! {{ ' (PHASE lit) I �` 6" TE -- -- _ _ Y --r .=2.47 \ /f 3/4" WAT ��► i t I v M. H. 5 "\ " SERVICE A BUILDING B' I CONSTRUCT 111 E1 1 I - MH3. . 3 4" .TYNE "K" C R STA, 8+21.26 NW. . _ -�, } 7 E METER (1YP} \\ 11 { 5 STORY ) -5 4+x1.81 3 / RIM=7,38 \ \ \ I z4 UNI(5 ` i RIM 7.17 �...WATER SERVICE N, INV.= -1.19 .► DUPLEX \� T. k k CONSTRUCT 35 L.F. `` e INV.= -2.6-7------- - --- - -1f2E \ \ \ Ix�sT�Nc a' SS o _ r_ ___ _ "" HYO T \ \ MAIN W INV -4.18 �XtSTINl3 8" SS TO REMAIN : l 8 SANITARY SEWER 6 INV. --2.-17 8 xj., BR 6~ FIRE CY \ E +NV a -4.30 i 1 ik CONSTRUC 223 L.�` \\ LATERAL (PHASE 111) - �StX CONSTRUCT 79 != l �, o ,. � RPORATION HYDRANT � . �c3 �, 8" P V .WATER I \ \\� �, k ONSTR.,UCT 37 L.F. 1 TE O P. CONSTRUCT 31 L.F.° Vin , \ 0 CORE. DRILL FOR NEW k k 6" P.V.C. FIRE LINE C.0 Co i \ -- / \ C 2 e ss s Inry s -<.so -- -. P V.C: WAT 2 r GAOUI ANNULM SPKE (PHASE III} RINK _ -- _ Y ,► i \ �Gs�'A- WITH NON -SH . 1 � _ k 8"x4 'X8" j r 6 .. \ 4 \ !y +!i GROUT FLUSH WITH COS UCT 58 L.F. 6" P.V.C. " N .= .- -z . �'h [ MANMO E WALL. k Fi E i'I OR FIRE DEPARTMENT x6 f3E D T Ej �0 �,, \ �,. ., Kfi `-- .4 ,C 0.44r� 8+00 , i !. \ o \ �� xO t _ NNECTION (PHASE III) SS 45 x4 \ y NOTE; EXISTING 8", N INV -112 o REMAIN CONSTRUCT 33 L.F. END - -- __ _.._ _ _ _ ._ _ -- L _ ` DUPLE -: _ ,. v B sx- NST WOW L•\\ \ ' X \� ASF 1+jaw S E �. R L P SE III III `�\ ► " =--= ° ..- �� _ = _ �. - -�Y �. � \ `N =' NCONNECTION� DETAIL \ 8" `P I \ \ A t \ � 8 AT� - 8"x B ND ._.., w,. l E __ .... K VALVE ST 5+ 8 _ z R D AR €CTIB- IIS �Q VA E I TRU \ \ \\ 1 � \ I _� V.C. WATE ° AIN ' :.LDEN A, B & C � E. INV.- - � a.. sir 6"x RIO NW. INV. 2.36 $"x6" HY TEE ° ND 8 GATE \ BE D & 8 GATE VA04E •Q \ v VALV1 \\ I TRIPLEX DUPLEX D a UPIrEX DUPLEX \ o DUPLEX \ CONSTRUCT 33 L.F. ill l UTILITY CONFLICT, SEE = D 6" SANITARY SEWER I STORM DRAIN CONFLICT 8" x' BRONZE SERVICE \ LuUA Uj �. LL. UJp Z� rUl Z&l� J ui �w'V > CU O It 1�11 } 1 I SADDLE AND co O 0. ! DETAIL SHEET C-6 ,.PHASE 1� �' ` \ ti 1 LATERAL (PHASE iV) i l C I CORPORATION` ST '�, \ , CONSTRUCT 1 t it �� CONSTt2UCi 20 F� \\ \\ (L v ® �►, .. :. 33 L.F. ll i CC RUT t F. C 7 L. , �.., 8 MJ W.P.ATER l " I CONSTRUCT 289 L.F. y \ • .. 0 8 SANITARY SEWER l 1 i 8 T.C., WATER MAIN] - " \ .,..- N\tGLATERAL (PHASE IV} C. t . ! 8 P.V.,.C, WATER MAI a CONSTRUCT 40 L F -- ` _- -__- rr.w \ Oaairr awm�""`nrwilr uuoi "®.ir. :..r . wo,.r .,�'.�.,._' \ 2" WATER METER AND l +Plroei' arssu a�w aws.s'"` f � raa�wal wwwnw aAaral waw asas> row: .Tar. rami +gar ws w�M e'r.w. rw ..p aN: ena.. artw .Iw. :orrr alrwlm a�alri: oar's• f�iJ BACKFLOW PREVENTER C 1, £QNSTRUCT 119 L.F. PROPERTY LINE. \ (PHASE IV)- 1 &,. SANIT`ARY SEWER TYP M.H. #8 �` 1� Pf�ASE IV LATERAL (PHASE IV) . STA, 6+2`3.43 6.00' RT. BUILDING C I 8„x2" RIM -7.40 2 BLOW OFF \ 5 STORY I ASSEMBLY 24 UNITS 1 TEE,. NW. iNV.--1.16 \- ®� \ ONSTRUCT 293 L,F. !� ! CONSTRUCT 258 L.F. V_ 6" P.V.C. FIRE LINE C.C. \ 8" P.V.C. , \ (PHASE IV) C.O. � f l t,E�' .2 8"A CONSTRUCT 33 L.F, CONSTRUCT 344 L.F. 6" P.V.C. �\ €3ENO fi SANITARY SEWER I FIRE LINE FOR FIRE DEPARTMENT CONSTRUCT 8"x8" TAPPING SLEEVE `� � � LATERAL (PHASE IV) � I � CONNECTIONS , (PHASE iV) y r a win dm Z. Owwig i CONSTRUCT 20 L.F. M o ri 8" D.I.P. WATERo� in co up c ►"� MAIN EI q i o AN cm p r r vs M I� NEW 8" P.V.C. r u r r a r 11 r WATER MAIN 4 4 PROPOSED GRADE q 10 0. 8x a h• , E . M.H. NE 8" PVC NEW 24 RCP r EXISTI GRADE NEW 6" PVC S 8+21, 5 FIRE LINE 5101 PIPE �• NEW 3�, COPPER EXISTI q RI A-6.35 WATER MAIN N 38 RCP N WATER ERVIC $ ASBEST 3 N. INV.-- 72 EXISTING ORM IPE NEW 3,/ COPPER CONCRETE WATERT i!--__-- �. 1W.t —4 80r- f PROPOSEf3 _ EA E. INV.= -4 30 (EXISTING) o - - EXT: TANG 2-3.40 L.F. 8" P .C.- 0 0.44 W. INV.= -4.78 EXISTING P v.G. +� 0.36 85.60 L.F. ' 48 RCP ) 147.00 L.F. 8 , I. 03.80 L F. 8" P.V.C. 0.367 ' 99.70 L.F 8" P.V.C. 0 36 _ {~ P.V.C. 0 0.3E i5 ►A u yr m N CONTRACTOR WILL CONTACT ALL UTILITY PROVIDERS FOR EXACT LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. FP&L, SOUTHERN BELL,. GAS COMPANY, AND CABLE COMPANIES, RELOCATE AS REQUIRED k"wwww c .y N 11..1 LU z --.. M- s- o z Q zv! (01z:n �m Z 2 NA LLI Z ag m z w Q .� CL .. w .� ♦w dl U) ~ Li. w �• LL .. .. wows 0 SOC u) 0. o , (;mw3 SHEET 6 o1 13 , EROSION 'SEDIMENTATION CONTROL NOTI5S CATCH BASfl s„Pat�L sEwEaR MANHOLE ` DEWATERING NOTES 4 ; GENERAL PAVING AND DRAINAGE NOTES a TOP ELEV. 4,69 E 0 EXCAVATE E STORMWATER PONOS IN THE FOLLOWING ORDER: 1. THE'CONTRACTOR SHALL MAKE .EVERY EFFORT DURING CONSTRUCTION TO CONTROL WIND AND WATER 1. ALL PAVINQ rVvO DRAINAGE IMPROVEMENTS SHALL CONFORM TO t iMERT ELEV. 1.03 CENTRAL BOULEVARD N. V E!, a - .91 1. ;EXCAVATE CENTRA! POND TO THE DEWAIL. WATER LEVEL. EROSION Of Sarl ON THE SITE. FOOT STANOARO SPECIFICATIONS 06 ROAD AND BRIDGE � y S. INV, El, _ -3.91 2. EXCAVATE NC�HWEST POND AND DEWAII:R INTO CEKTRA! POW, CONSTRUCTION, LATEST EDITION. E. INV. E!« _ -x.30 3 FINISH EXCAVATION 00' CENTRAL POND BY DEWATERING EIAC4 TO THE NORTHWEST POND, 2, THE CONTRACTOR SHALL CONTROL EXCESSIVE RUNOFF FROM THE PROJECT 9Y EXCAVATING THE PROPOSED M`O A (S89'27'20"E 13ASIS OF BEARINGS) W. INV. EL. _ -4.78 RETENTION AREAS DURINO THE PRELIMINARY CLEARING OPERATION OF THE PROJECT UNLESS OTHERWISE NOTED, 2, ON SITE STORMWATE.R aAAWEVENT FAQUTtES LOCATED ON SITE II• '\ II v 6" fiEADER CUR(3 (109' RIGHT -01F. -WAY) r � SHALL BE OWNED AND MAINTAINED BY SITE OWNER.' > ::. � BE AT TO PREVENT EROSON FOM � StORdWATEA ?SCAGE NMNT STORMWAER 0 SCHAGE M ENTE 1NG ONTO ADJACENT PROPERTIES 3. ELEVATIONS REFER TO NCVO 1929. � �, � ,,. .... _____,-,..•,_• .,,, ,� w IN ENT ANO �. �.. ,: 70 Afl,)AC DITCHES « V � 12 V.C,P. �r _ _ r 4 THE CONTRACTOR SHALL VERIFY BENCHMARK LOCATION p.�� CONNECT TO EXIS��G CATCH BASII`t c STANDARD CURES �6 NEAQER Cl �0 g ACTMTIESMu'laACTOO CONTROLLTTHEETUR8 STDIS�GEEAND TRANSPORT CONSTRUCTION BOUNDARY SURVEY BEFORE BEGINNING CONSTRUCTION. M.E.G. tx M.E,G, M. .® �'� ro 5. ALL CAS AND CABLE TV LINES SMALL BE VALVE 8 �' �° II , '� INV=0.Q0 `1 . Se GUTTER `✓ �`. tk OF. SEDIMENT INTO DOWNSTREAM WATERS. INSTALLED UNDERGROUND. ' ft7 'A J (} 20 F�ALt�S - - -- -_- T F _- ! - ,• Y5 4F COMPLETION OF CONSTRUCTION, CGNTRAC7OR SHALL REyEGETATE A!L 0. THE LOCATION OF EXISTING UTILITIEj ARE APPROXIMATE AS _. _,__ r-...�.f S+1. ENCE' _ a ..-T C ,13 - 5705 (,QNGRETE WA1R1 tt _ ,, . ��_ _ 0►5T1lRaE0 EAS WITH SOD OR SEED AND MULCH SHOWN AND IT IS THE CONTRACTORS RESPONSIBILITY TO `- -- DETERMINE THE EXACT LOCATION PRIOR TO CONSTRUCTION IN ' -- ---= -- --�- arro araw "^ THEIR VICINITY AND TO NOTIFY UTILITY COMPANIES BEFORE .N POWER - __ ---"-z-` ="� -_=---__�__^-- -�-- T - - `s`" ." -- --5A�� H STORM EVENT, THE SILENCE SHA!! BE INSPECTED, ,� - T ___. - -' _ L BE RE 0 AND WAS14,OUTS/STRUCT RAL DIGGING. - - -IT PULE � 900./ .� -. _ 9.007 ) 0 PAM " FAILURES SHALL. PAIRED IMMEDIATELY, 1. Alt. UNOERGROItNQ UTtttT g OR CONDUITS i0R THEY MUST BE $.75 9. 8.00 �.. ►� O-] �` a 9,00 \ 7. SPUC&O 9F FILTER fASRIC SHALL ONLY SC DONE AT SUPPORT POSTS INSTALLED BEFORE BASE AND SURFACE ARE CONSTRUCTED, _ _ _ a. 0 \ W1TN MINIMUM OVERLPP OF 6 . # IN! E( --.-- -- - >i, ALL SEWER LINES AND REUSE WATER CONNECTIONS SHELL BE, INSPECTED __ _ �a.ao _ 4. SILL FENCE$ SHALL BE REMOVED ONLY AFTER OISTURBED AREAS HAVE VA VE QS- 1 �--5'�""'.. .00 � 8.50 - " �' �. " --- _• ._. � \�\ PUBLIC WORKS AND SHALL HAVE 2f HOUR NOTICE IN ADVANCE. ' BY ,t 9. 30 00 $.7 l�\ BEEN STA91U2ED MTN SOD OR SEED MD MULCH. t 9. ALL STORM DRAINAGE WILL BE CONSTRUCTED 1N PHASE I. - r 10, DRAINAGE PIPE LENGTHS SHOWN ARE FROM INSIDE WALL TO INSIDE v c , h� M , ROOF DRAIN - c .4 $.7S \ �ti WALL OF STRUCTURES AND DO NOT INCLUDE MITERED ENO SECTIONS ROOF DRAIN \ _ a.07 r, 8, 8.50 8.8t TRIPLFX '`may r \ ROOF DRAIN IN THE TOTAL LENGTH Of PIPE. { , �. ( W/ SPLASH BLOCK TRIPLEX u) TVP. FF=9.00 7.e0 \ SPLASH SPIASH c- r • II II � I �.,....�..w 8.07 7.30` \ h r__ 8.6T ! $ `\\ BLOCK , "BLOCK BELL BOX El � 8.83 8 83 g, 8.67 a 61 I �, 9. 43a s.s3 DUPCEX t BUILDING A '� a.a3 $$3 8,61 FF -9.00 4 } O q ° ^� ` ' Ii 5 STORY 1 it 2 4 (J N ITS i_ �'� - „ I _ 8.83 �►� yti�� U } -8.3o 7 a .� \\ y �+ jj�' 7.9 � \ SILT FEN I 9.0 .80.... 7.32 7.60 8.8 8.59 \ 'S9 r?� �S LINEPROA RTY ,.w o \ 7.7 8.07 I � 7 3.3 4.90 Wr411 u8.Q7 ♦\� -J CONCRETE --- c YER POLE Q a. ° DUPLEX PLEX 1 \ \�7 9.14 ,82 8,00 FF -9,00 t �• # �� 30 I NWL-2.75 .80 ,rx� a.a3 �\ 1 8. s �� \ NO SEE" PLAN FOR LOCATION OF LOTS NOTE: SEE;, PLAN FOR LOCATION OF LOTS } > --� DS -09 ! 7,00.,, OP- 6 a / _ D5 -OS 8 87 \ WITN'PE B DRAINAGE. W1TN TYPE A DRAINAGE. �' 1amw comw 0=0 imam slow 2 �S- 0 - 'p \ DRAI GE PLAN • DUPLEX DRAINAGE PLAN - TRIPLEX i I i a.ao II t• 7• �"`�f�MWAfE�L..��D W,%FQUNTAIN F �, ..�,`'` a.07 '�' �\\ NIS `moa • NTS 0 r V% a 17 $.3 7\\ .o I x , _15� ` a. �F=9-00z,a� LEGEND t s.14 ! 7 82 �' 7.90 PHASE i `� $.Zy IPLEX `� \ , �. • ,s' s.83 9. _ I � � � : • \� : a� 3678 ESGSTtNO $Ppt ELEVATION 1 I . '\.! • � ": � ; � `� , \\ PROPOSED SPOT EIEYATKRa DRAJN I a.a3 a ROOF . '\ \ I - _ I I <to DS -08 DS- 2 a _.-,. i� N0713 DRANAE F10W I W/ SPLASH BLOCK - 2 1 x I TVP. ► -- pool m ---- -�- 8� ,� `\ SILT fE� © ; . - a.a T �• i, 1 I I t 7.4 . 7 7,Q4a_ . 8 8.2 0 d I �:, 7 8.40 50,. \ oSi. 00 1 � ` 7.30 _ _ • ,/ BUILDING B .• F � I� t 5 STORY a.6 .. ---- 24 UNITS 9.0 , �� z r.ag 7.so 7' °DUPLEX ` 15, SOD , \ i FFA 7,90 `�. _.- 7.60 • ° \ 1 7 10.0 � .0 F.F,E. VARIES .._. OS -05 �, FF=9.00 PHASE�t _ -- .------.-- _. S T,7o 8.a3 \ SEE PLAN 1 9.G \ N. 40 1.190 0P MATCH EXISTING ,� MAX ko CRADE --- SLE .PSN IES # 2 90 Y! I , 40 °� T - R ~� ECTIO T. 90 7.01 6+0 7,82 7+00 8+00 t.3 - ,� ,,r t �� \ �N A° �' NTS C-4 ` 1 9. s 4 g,14 � 7, 70 a �I ` . o° a. zo ° \ '` G �p 9 ,` :-- 7.5 8.00 '� • 0 s.a0 a 62 ��A10- aa. ms, r�ra4- T_ - � �,-. na in _j _ 8.10 a.a3 -_^- �. i r ip _ \ \\ 1' X 1' CONCRETE � ..,••�' � 4 �' - �- .� .. POWER POLE ` `1 8.50 8.60 ) 1 - } Y 8.10 ..�. rrr. ra.a.� �C, • .43 . a. 8.8 .93 -8.83 0 0� 3 8.63 c o � �� \ ♦9.00 \ 1 a -.. } 8.47 8.63 8.4� 4.4J \ .90 a,1 $.47 8.47 8.17 $.47 1 , t 5-03 ,Cs-; } a.4T TRIPLE. DUPLEX DUPLE DUPLEX 7.1 + 8050 \\ DUPLEX ♦ 8a \ oG \ \ `\ 9.30 Js.aa I FF -8.80 FF -8.80 FFy$" o FF�$:80 o ° \ ♦\ cp \ 950 a- I \ } $,47 � R C/� 7.90 ,,' FFAO ♦ ♦ \` �o . . \ �3 >, W/ SPLASH QLOC _- 8 0 ,e , f 8.1 a.75 \ \ L TVP, 8.50 8.20 .50 _ j a.10 8,80 8.80 N� 8.ao 8. 8.61 8.80 tS \\ `� 9.00 ` 8.70.. 1 - 8.80 0 20 }0 80 1 + nrr - __ `�• .� ,,1+" -. ,�' -$.5Q� -- _ _ 9. nnori aw. maw eras marli amr'"" oe" i � rater _ S. 9 8.80 ` ra�r arara� at..r .aa.a arra 000 ;rw arras areir � �rrei am.rr awry �I eroa i�� mar'_ anter ereea� uinra Irani • ® � 9.30 p wiw--*W aaenwt _. aosroa nooarR amaa oarnar aorta _ 0 f a \ \ SCALE: 1 " 40' 9, � `�j � � •�• ,. �o� �,.i \ ♦ DRAINAGE PIPE INFORMATION rABLE \ 1 \ BUILDING C 9.5 i }� -- 1,35' ♦♦ PIPE MATERIAL SIZE LENGTH FROM TO ` \ 5 STORY 2,0' R. C. P. 24" 125' DS -01 DS -02 DP -01 �\ ,� \ 24 UNITS _ c \ F F = 9.8 0 9. sow -' - oo y�� 7.00' 5.00' 5' 5'. DP -02 R. C. P. 36" 193' DS- 03 DS -04 \ 9.25 \ -5.� . DP -03 R.C.P. 36" 195' US-r?4 DS -05 9_�\ PriASE �V9.35 i SOD, 21.00' VARIES 21.00' 5• 1 BLDG CABANA SOb +SOD 21.00 _,.. VARIES 21:00' � SODS _SOD_ � \ 00 -.6- o Oa 13.00 13.00 DP -04 R.C.P. 36" 57' DS -05 DS -06 �-------- -- ' \ _.._ . - # TAS 44 EL 754 3.00' SOD SOD _ _ _ A SOD .d S00 OP -05 R.C.P. 24" 43' DS --U7 DS -U8 � SOD � SOD DP -06 R. C. P. 24" 108' DS -09 DS -10 \ \ 9.35 OP -07 R.C.P. _ 24" 54' 03-01 ES -01 9 251 1 T019 EL 7.0 \ 9.30 TOO EL 7.0 Ftp` -9.30 FF -8,70 1 -- - e' DRAINAGE STRUCTURE INFORMATION TABLE 9 30 I ILT 4NCE L#: 6.0 EL 6.0 g' -SIDEWALK STRUCTURE TYPE TOP RIM N. INV S. INV E. INV W. INV THROAT IN 05-01 TYPE E INLET A 06 2.12 - - - - - - - - --__ -_-- DS-02 M.E.S. --- - -- -- -- --_- 1,25 ---- - OS -03 M.E.S. ---- ---_ _ --- ---- 1.00 -__- + DS -04 TYPE E INLET 7.00 - - - - - - - - 1.00 1.00 - - -- - « DS -05 TYPE E INLET 7.00 1.00 ---- ----- 1.00 - - - - OS -06 M: E. S, -- 1,00 - - - - -�__ _-_- DS -07 TYPE E INLET A00 _ - - - - 1,50 ------ - - - - - --- OS -08 M, E. S. DS -09 TYPE E INLET 7,00 - - - - ----- 2.35 ----- DS-10 M.E.S. -_-- ---- _-_- _ -_ 1,25 --__ OS -01 TYPE E INLET .5.50 0.00 --- ---- - - - - -_-_ t TYPE E INLET WITH TYPE J (ALr. F3) 130TTOM. ec)c TOB EL 1.082 lu LK p,1 �.� SILT FENCE I g , 1 B EL 7.0 f N.W.L.=2.15 I N.W.L.=2,75 LP � J EL 0.75 25' SOD 09.00 9.00 F.F.E. VARIES 20.0' 5.0' NEW - ----------- -« ------ 5,0' c? 50E7 0 10 SOD F.F.E. VARIES _,-_....,,,y � SEE PIAN IQEWALK SEE PLAN ,r. anon aria mar rraoo air-'waai sem-- :1 f 15.a' MATCH EXISTING , MATCH EXISTING X ELEV. VAREE, a' GRADE 15.1 _ 1 _`�,-.-ELEV• VARIES Yp- _._ P()T Ft _1 7R T/nn c1^1% 11SEP[Aff ID X b__ d...... < �L L11 0) U - z < �--- LL _zr (3 z (3 Z ON wZ rq VZ. _I C4Ow ca s U to a.' a c C-4 SHEET 6 of 13 RAISED SIDEWALK V HANDICAP RAMP 4'• BLUE STRIPING ON HANDICAP SPACES (TYP.) II 12' PAINTED SYMBOLS AND Y - LINES PER LOCAL REOUiREMENTS HANDICAP ACCESSIBLE RAMP N.T.S. NOTE: Provide extra reinfWcIrlg each side of each opening at 3' maximum g f the ver-ticalcrew of reinforcment removed py Me openingand provide the same area of rein*rcttlent above each opening at 3' U. maximum epoccing ps Ismoved by the opening. 1- J N-6' (Typ•) s4 0 12" BW o - (Horizontal Bars .1�5 Continuous Around J cc Bare 6, Corners For it Bars Rectangular Riser') 0,(x -Vert" Wolf Reinforcing (See Table) 111 xtrq Refnfomln Horizontal Wall Reinforcingit • (Se! e ote) I � (Sea Table) a r° Bars Agot a ALTERNATE 8 6 SECTION 8-• 8 aU U NOTE: Site F.D.O."T. Index ►200 for general notes TYPE J (ALT. 8) STRUCTURE N. t. S. N0. 10 WiFE (a X 6 ) #3 REBAR(CONTiNVWS) MESH REINFORCING - CONCRE TE S*EWALK 1/4 -/VT -- M+N. r- ^ -1 /4'/F T. %"ADE a' 6' SIDEWALK FLUSH TO PAVEMENT NO. 10 WIRE (6 X 6) 5' MESH REiNFORCiNG 4" CONCfETE- 50:1 CROSS SLOPE M,*_X 4' CCIMPACTt•0 BANE 95% (AASAT;) T-180) SIDEWALK ELEVATION TO MATCH ELEVAT" AT EXISTING EOP ExISt1NC Ebr.;E OF PAVEMENT EXISTING ROAD 5' s %I CROSS SLOPE MAX EXISTING GRADE SIDEWALK ADJACENT TO PROPERTY LINE SA*CU T 1 DEEP CAULK( 1/2' CANE FIBER DEPrR . d"/4 FN LER EXPANSION JT. I b1ATE17tAl :�•� NOTE: ALL CON(:PETE SIDEWALKS SHALL HAVE A FULL 1/2' EXPANSION JOINT AT A ,I1. -112• MAXIMUM OISTANCI< OF 25 LINEAR FEET AND A SAW CUT OR FORMED Dl VUY CONTRACTION JOINT EXPANSION ,JOINT JOINT AT EVENLY SPACED 111TERVALS NOT t0 EXCEED, S UNEAR FEET. 7 SIDEWALK{' ,DETAIL C ..2 N.T.S. tow D T` 1,57R!, ' TE A 1y r to Ll 4 hex 24. s4 r s a0 .. ' s D 1q •'" PARK w �� h QQ iSABLEQ, Q PERMIT �.�_ GRADE r _.ONLY j'" a As ; j CGNCRE TE %A$ J` M Clf � Ri1Ni. i W INV -1.65 . "' ` N0.4 8A '" � ' � etlp ' NEW 24" RCP, INV 0.00 s IthTN WWF6xd-*4 X M. t+1- CORE DRILL INLET, GROUT • PARKING BY SECTION r., ANNULAR SPACE NITH PLAN NON-SHRINx GROUT FLUSH V_ � , " " . .TOP VIEW ... $INq.! PIPE � � WITH INLET WALLS i VIW�FINNE DISABLED • X100 "� _ �, " .. '- PERMIT '' D{Mi:NS14NS "' '$ ONLY ti VIOLATION $100 FINE '�' Z3 a 0 X A �� C E G 0 2`-$ 4.T2 4.0� 2 3 5 2-6�i�18'� d. .0 1. 3 1 7 5 -1 -tS 1 t 1 1 1 2.24 4a a -a z -a I2.37 Iz.o 2.45 IN � . , 5 NO1E; NORTH 24" RCP TO REMAIN r Fate a. 2 ' ci. EAe Boit' 240 TORI' SEWER CONNECTION GRADE NOTE "X` IS FROM CENTEfT TO CENTER OF DQVBtE PIPES S a Index 241 C_. 4 N.T.S. FTP --2S 1225 5 MITERED END SECTION � 1 2 NOTES: FTP -26 a gg 9, .... Ctrs. 1. ALL LETTERS ARE 1 i/2 EftIIES SC". 2 TOP PORTION OF FTP 23 de 26 SHALL HAVE A RDUCTiVE BLUE SECTION BACKGROUND °ATH W HTE REFLECTiVtE SYMBOL AND BOOM. I BOTTOM PORTION SHALL HAVE A" REFLECTIVE V" TE 13ACI(GROU140 WITH BLACK OPAQUE LEGEND AND BORDER. TYPE +. tW (1) HANt?1CAP SIGN REQl*ED FCR a<A H htAlvi IIW PAAci 4 SPACE RacOmmende4 Maximum NO S-0� Site: !S. FTP 25 &26 MAY BE FABRICATEDFABRICATEDON ONE PANffI. OR TWIQ � � � GENERAL NOTES wall - 24 PI a 1. Thves Itriets ore rift** fat and pods *fm areas and aro to be used h dltohe% 6. FTP 25 MAY 6E SV8STITUTED FOR THE FTP 26 IN AREAS 4`--8w WVGii°-42� P�a nssdtpns acrd other arbor sub hhpuant traM'Re Iogdtngs but ars rwt t0 be ptviceQ %4ERE SPACE IS LUTEID. In areas ,tabled to any heavy %ahal toads. 7. S ARE TO BE MOUNTED AT STAND HEIGHIT. A T FROM PAVEMENT TO BOTMM Of Si A 2. tnl+ttl.w+ay�et to minted do" should be ewsttuelid without elate Were do" ;is a shou . :. protlirrra' tdets ld be oanstrw.•tsd wkb° lots. �-, 9bttd t>Eeta Icat ood within y dear ror►e. acrd h arras ooctsolbi. to peciesfrlara:i drat harry travraoal. sus '��a r FIAIIIDICAP SIGN DETAIL 24- RSP at sae Rer or > brothffv~w to 69t t" as n to t,Eet T pe K ate,► a oone6voted (i-- 2 » 4 t•�2' w 2f S Sted grates are to be used an of Wats .tare bicyde Vdflo 1s arrtk•4poted. Steel grates N.T.S, _ y .._ . tV use an IrMe wlthaut riots wftt b" trafAe to not pntk4poted Either ors to bo used on ai thiels Wth iravereabs rl is VOW Dost Iron of #ted grotss rria�r De cost tqn at steel grates may be used 00 cd,iMe a with nwr on-trasahlt riots &**t to the selection !�" c dr6or0ed ►s. abatt►sn atrnate G wts isaclfla0 h tel Crane► althsr tNe steel gratee t►o1 dipped gdva►t wd after fabr%vtk^ or the taA Mw grate " be used, UNOW tel Owe etl;K"@ the partivulw tws • SKIMMER w r•F e� 4. Ro mmendod maxtnum pipe sires shown aro for co+crets PO& Pipe sizes lager than 1- 5 Beit ELEV.- f S.O 12' 41-40 12 those reoaransnded meet be shocked for flt. • SKIMMER TOP 3'-0" 4'-6" TIE BAEM -''` i - _ ,•,r,r a N &*ceod corners and odgm of eancrs�te are to bo ed _ . • 15.75 [TOP EL 5,59 1d Pvwmont to be used on Inlets without slots and inlets with non-trowr7clbte dots only SKIMMER 1301 „ Then odod far ki the Crest M reatctrsd an or trowsolrle riot Wets Cast to be t !<L 5.00 --' 2.75 ORIFICE,.»Z kwkw*d in contract omit W1100 hr thiels 4uontltWe shown are for Inf*vurt$w only. 2.7 %i �`� ! • STUCCO FINISH 1 i 7. Trawrsobie riots ewsinxted in #A" Wets rhea be paw for as Wets partial. E� 24 RCP t rl (BOTH SIDES) `� 1 PIP£ I ti ��,; f �" t , � �� t N� and` sho l hdude the ooei for sW opW*Va Pa*q and any roWirod repioaornent grates 1 FOR CONSTRUCTION BOTTOM EL -1.00 w a=o bs used an all Mets not I000ted to paved areas and paid far under owbvct 1 OF BLEED DOWN - unit for SodtRrlq Sy. ORRICE, USE 6" wo TYPE E f WITH END CAP. DRMLL f1. For wpowrowtary Mato see h+drx Iva 20. 1-14 BAR� 70f END CAP SECTION AApprox. Weight 465 ills. CENTER EVERY FOURTH CELL`�, 1 2.73' ORRICE GROUT CELL TO TOP I 6 F. D. 0. T. TYPE "E" INLET FINISHED GRADE 24' RCP N.T,S. 4 IITFALL STRUCTURE OS -Ort sECT1oN 0 C-2 C-4 N.Ts, NOTE: REFERENCE FDOINDEX INDEX 232 1 I PROp('�0 t %_�,-----"-� t C? F.0.0.F. TYPE 'D' CURB (TYP) MA7� t SEE DETAiI. THIS SHEET � EXisTING GRADE i ELEV. =t5.1 • 1 f l N -H 1 2"--6w 14 HOOK i 12, 12. AT FILLED CELLS alstE AISLE - MI' 1 1/2` TYPE S -I ASPHALTIC CONC, SURFACE COURSE MIN, STABILITY, 1000 t8S, FOOT SPEC 351. -4 0 -Ow _ 5-�� PRIME TACK COAT, FDOt SPEC 300 CONT{NODUS $' LIMWK BASE STAKIiED TO 98X MAX. DENSITY, T -tea L8R 100+OIN (ASTM 0)557) b' STABILIZED SUB -(RADE COMPACTED TO 98X MAX. DENSITY, T-1@0, LBR 40 MN (ASTAt 61557) 18" s THIS NEIGHBORHOOD IRRIGATED WITH RECLAIMED WATER 00 N01 DIN '. NO BEBER T Andra Boles *A 2 - 2' r 2' + •' Sidewalk / S40 Per wt Off 0 Oitcn 00 & Cutter » - Curb & Cutlet_ PARTIAL INLET COMPLETEi3 INLET DITCH BOTTOM INLET PROTECTION AROUND INLETS OR SIMILAR STRUCTURES Pojsf (Ciptkrsr 2' x •' Of Optional Post Positions Prl)cipit Post Position (Canted 20' Toward Flow) Min. Dia. Wood. Steei A Peter robrk (WN Y. 1. 3 Lbs/Ft, Min.) 6' Mo.. Conformance WLA � � Sec, 985 FOOT Spec.) '^o Fiter Fotwk i ,A Sit Flow . � ELEVATION SECTION Note: Sit ranee to Ge paid Rs under tel cwtroct unit p(ke for Stoked Sit Fence I,V), 1) SIGNS �HiLL BE- PURPLE WITH WHITE BORDER TYPE III SiLT FENCE AND WHTIE LETERS. 12 CONCRETE WALL DETAIL 2) SIGN SHALL BE POSTED Al ENTRANCE(S) NOTE: REFERENCE FOOT INDEX 102 9 TYPICAL PA V EMEN`T ,SECTION O SUBDIVISION. -7 N,T,S. 10 R.L.USE WATER SIGN EROSION -CONTROL N.T.S. C--2 N. et��K,t�i.e oa�eA � •� aapwho 'apo+Gr warty, �'t rr�t0 c1Nq i l � r rrra aMOa'e.t / `�• ata , Edge $" t•� g. --- --�► SA'WCU T \ i noeMil� c� • » / 8 Joint Seat , . s-� 2 -0 REMOVE ANO REPLACE - r ---- - T W t�xb tratb>i Edge Of FM EXISTING ASP14ALT "M axwu lD . '_' .. Q► 7 +Std Yra1s -- 1'-0» REMOVE ANO REPLACE EXIST" _.,_,..,,;„:, .., a. . �.,.... tart �t wr1 � I TOP Of 0.4�� mmomCURB TRANSITION-- atter D r Ah Of $owcut 6' PROFU Z -0r Conc. PdV% i Mtn. CURB TRANSITION I - :. .."_ - ueaerueow7o haat �., Dov _ Joint And tart~ined joint Filter w Depth Of Sare�aat `- ;� Idfrt. , e,,.•.t x- y lAax. EXISTING ASPHALT ASPHALTIC CONCRETE NOTE: REFERENCE FOOT` INDEX 300 o' iJax. T4V*Ut � CONTRACTi1ON JOINT IN CURB[ " ar at *x« v+"`a °"°r '�" of M __ t:XISTING` BASE SASE N%Tf; s4wCuh1 should be 4voided Nater. For use adjacent to cortcrets of, litxtbttr paYerrtfrlte coflCreta shots. within 4r,;13 and gutter ending& --EXISTING SUBBASE SUBBASE w M ".A w s as �r w _ _ �aC_ EIpgnton joir'Fra►nad joht fir' aid jotttt tear sire re�tir'sd befweort curt9s Mtr ` a � and concrete pavement only, seat 4agrOM dyhG f' ; ` CONTRAGTi(?N J41NT • . NOtEREFERENCE FOOT INDEX 304 s rralogsas�ayi�eas�o �o �a ur >d appy a.rmot �'t�ncf u�• �+[ arUwri fir' 'g STANDARD PIPE TRENCH DETAIL 13 TYJ[ E #f ve L'UR 14 TYPE' F" CURB GUTTER 15 SAW_-L'UT C--- ZN. T ..� S. j C-'2 N.T,S, , X z < 0 to WU (3 z w U� w z C` z z `t � .-. z w az ZLLu �QQ � I<) 0- r • .0 s � I' , , . , . , YYIC,AL LOI SERVICE LINE LOCATION NTS PRESSURE OF 150 P,SJ, AND SOIL BEARING NTSr7t OF ?,OOQ P.S,E.., THE DEPTH ?Q TH , , h: STRESS -' THRUST BLACK BASE To BE EQUAL'TO OR M M M r, WpRQ� RE -USE GREATER THAN T1MCE THE HEIGHT.` (EXAMPLE: TURBINE METER AND STRAINER RES, :SEAT GATEVALVE Y 24 x2.4 x4 CIA WATER. ON INISNED IF. LOCK IS 2' THICK, THE BASLE IS TO BE CONCRETE PAD'71 COVER RADE 40 GREATER THAN 4 BELOW GRADE.) CONTRACTOR TO SUPPLY SPOOL r PIECE DURING TESTING. BACK FLOW PREVENTER o RE3 SEAT GATEVA' LVE ;. 90 ELBOW RES. SEAT GATEVALVE 5. , .VERT1CAk. BEND THRUST BLOCKS TO BE THE L TEE PLUG' SAME AS HORIZONTAL BENDS 4 EXTRA WIRE NBOX NTS NTS S` BEND (FL )t PL) 6.).. BEARING AREA OF THRUST BLOCK TO BE NOT 4 LESS THAN ONE SQUARE FOOT. 5 BEND (FL x FL) U.F. #14 WIRE FLOW FLOW: ( vRE NUTO7 4 VALVE 2" COPPER SERVICE LINE ELECTRIC CAPE . MINIMUM BEARING AREA(SQ. FT.) COPPER SERVICE LINE BY-PASS) s► ( BY-PASS} - 1' TYP. FIr,I..NEo REDUCER ._ 4M 12M M x.. V TYP. --- GRADE (FL x FL) 2� M All k , x18,3 x CONC. PAD 6" THICK, WIDTH TO BE o DETERMINED BY THE SIZE OF PIPE: 6' \�4- x 3 TEE (FL x FL) CONCRETI~ PAD vil 13rROSS z PLUG +q t T (18M ON EITHER SIDE OF PIPE) AND LENGTH FL x PE DIP NIPPLE THE FIGURES N n41s TAOLt REPRESEnf AREA OF CONCRETE MOVING AGAINST Trot VERTICAL (WITH BLIND FLANGE) NATE:,. If THE DEPTH 01+ THE VALVE NUT IS TREt� WALL OF IJN04STVR9ED EARTH IN %$JARE FEET AT 2OW PI.F• �L BEMM CAPACITY. NTS NTS TO BE DETERMINED BY FIRELINE STATION LENGTH, GRATER THAN 4$" BELOW GRADE, 014 3O" PIPE SIZE IET:TEi ' t-1 2 2 -3 47-1/4_10-1/4' 18 2 =1 1 .2 3 4 7 11. B 45' 1, 2-1/4 3—J 4 5-i 2 $ 13-3 4 21. C 2' 14 - 1 7 1 ill -1 —4114-1/2125-1/4 39 vil 13rROSS z PLUG +q t T (18M ON EITHER SIDE OF PIPE) AND LENGTH FL x PE DIP NIPPLE THE FIGURES N n41s TAOLt REPRESEnf AREA OF CONCRETE MOVING AGAINST Trot VERTICAL (WITH BLIND FLANGE) NATE:,. If THE DEPTH 01+ THE VALVE NUT IS TREt� WALL OF IJN04STVR9ED EARTH IN %$JARE FEET AT 2OW PI.F• �L BEMM CAPACITY. NTS NTS TO BE DETERMINED BY FIRELINE STATION LENGTH, GRATER THAN 4$" BELOW GRADE, 014 3O" a 4 0 62 LU At LU < Z LU Z 2 2. 5 Chec Check Yolv4s, f4f f1reline systems will be, kho doubt delklor cb tc k in' vol Yet wig be operated o6d'pr4ktsufa tieesfed to WA TFLR POTABLE RECLAIMED k Valves. malat Q* and scoollef Tle I SECTION X111. BACKrLOW PREVENTER5 SECTION IV. TRENC m ;Wv# os�voonufocf ed by febco, Model No. 806DDC� Watts, Model No. 709C)OC; Arritt, Sjl`ver !R PnJFAR`AT`ION veriif� wotef tightness Prior to the tie-in. Valves that ate not water tight List be U( 131 GENERAL LU (S) SECTIQN 1. SCOPE OF. WORK Bullet GO on oppircived equal, in octo(doinct 'with AWWA specifitotion C5.0a. Double 4.t EXCAVATION, A troch wilil' be, oppried so thot the iii4 con. be iioitailed to the replaced air a new valve most to instoltid 4-inmedfoWy odjocef)t tO the othe Ise, Backiflow pirevenlef s mvst'" installed att locations whefe'doinjefous cross -conn t ris detector check valves will be OcCibpted os.(7 complete opproy�d ossemb!y To octo(donce oligrimenit and depth - Joked. It will to eitcyated Only ib for I", 0"Co of P" the t1iii-iii is not to be mode untill tht system has been approved for sere;cd by F 0 E,P, e -c ;6 (ION with the section on 'Cross- Conn" t ion Controf and Boickflow Prevention in th * Utilitiesi plocemenA at necessary, The trench, will be excavofod to thp.depth r equ ir ed so at to The c9ritroctor'will Provide a 2" top on the now rnoin God oi 2*too on this existirl? 'Main ma� occut, Ther need for bockflow pireveniters will be detvmine4 by the Utititlet RAL above I ground in ing SVPPO(t fo(LthO,�P" or,,wodillIvi-ted gr6l"n Department BockfIQW oireventeirs win Do thilrtdiu< ed ptospi , ure t$qo. at rogriLif(xtured by Z :1 0 All ototle *oler, recfqimed water, and sewer rnolos and oppu(tenonces must be Handbook. Check Yolves must be installed harizqotoily grossed ore -0 and provide a unii6irm and CoAtiou"t bfO( d at tho'tte in valve. A 27 jumper equipped with q tockflow p(eveinter (doub to check 11 d will hove *W)tewlcor Nsiors co Z ins(alf in cco(donce With the City of Cocoa Utilities Department's Technic feN% CfoVal, Hersey, Amet. VApt(s. air q6 approved equal, W . Pointed with Rust-0-Thoris, No. 9405-161t Re4. Point MUSA be opptitd irt occoirdoloct with btill h610S wit be provided at each joini to permit, jointiol to bo mad*, god inspected tt irisfolled. The bocklow will " utilized for filling th&`mOin,'flu9bi09 the -d will Do irvstalled� obo4 40do 'in occo<dao�* with I � . � " i 1'.� .. I � boindtol epoj� CoGling �' to 12 rolig, an 4 the Construction of the Water Distribution Syst", the Water Reclamation the monufaiclureir's recommeridot;ori& The check volv* *ill be if) llotrtd With 12" minkrurn moiO,' prov;diriq waiter for bipcleriologicat sompling, and rr�OirifQ0419 Pfessuro,iri the roof provisl test. JJ)*LtJ4_*iM Volvo is ()at I* be rodoufalcti'ver s wommendoitions on a concrete Slob oq�Keot to the meter. Bo4low Z Ono 4�qicol System on the Wastewater Collection System, the City of Cocoa Utilities Depoftment and 24" maxityvurn clear once from finished grade. The Utilities Deportment win inspect the oftw,o svotissful tiolct , I efolltd, God the ook, the opp(oved plans, and the Standard Oetoll SheeL Contractor povinte(s a(@ to be oppiroved in accordance, With the Oross-�onnect;ori Control and Utilitie Harld", interior of the double, detector check YQN* prior to installation. Ourinol excq�attoo if oshes� ciridef96 M.Vcw of Other Organic motorialf consid4tred Jom�ee ts not to be 'removed until clearance hot been obilatned fromISE.P. God the Z' SockflQw Prevention' section of the Utilitle; 4ondbook. require Unstable City. The p,(o*t engineer *44 be required to prov;d* on execu(*d F D E.P. ce(tifkoto is uncovte� A the bottom at the tleftft at _*b- Jr ode, 'it win be reinoye,0 o04 LU 0 obor, mofericif$. toots and equipment me<essory or iociclerital to 2.3 FITTINOS bockfillel with OWovod moterioll. This moterklil 'Will be irf loyeri 16 Provide OP filtingS Must be of cot*ipIttion prior to clooranc*. After clooranto. the tio-;n valve wilt be er od. the, StCTION XIV. AS -BUILT DRAWNGS the coJs(,rvtt on.an All of met6onical joint type with on approved j*t restroint. a winifiarm wdl continuous beoring chorocteristIc of to oeeq's Sol Condition. *, e,(e the' prriper removieJ, or�d the matm kWcrov9hiy flushed under the supervision of the Eng;mwinq LU Z am, of the literich at suib-� grode consists of UnStobl* material to soch a di OTIviefolo. 14J GENERAL Z druwiings art r"Wed V a systems to be accepted by the City. As -built$ Q 0 d Paying (or oil Permits, irispecttCoos, and other official fees in or push -on joint with a gosket'Wot field restraint system, 5vch as 'Field Lok' at tKot corioecIlir fi�h k.ht work. manufactured by U,S, Pipe or an opproved equoll. All fittings miust bt manufactured in the it cannot be iemoved and replaced with on opp(ovecl maledal to wpporA th o p" yor of w engineer reglistefod 6J.2 Woint lOr and lor4er. The some pfo<edvro at noted s S* God smaller will r of. U, S'A' -Ao' wig be OtOored by a srlineo the State of Plorida Good r 4109 pire-coristructior� conference with the Engiritefing Division. it is suit6V,,* (ovndot;bn`mvV be construcfedJx4cow(ed r�oter'i�W wid be plied for I in �00(43iei the following icilicirmot;w: Properly. 0 be used for main$ IT and forger except that o boCknow proventeir wilit be utilized toe recom endid that the pro- construction t-neetirig be scheduled prior to oirderio,; i-note-riols. io Such of mcIricilW. lihot it will not ilidorigif work or posthjct natural wq(of cours#j U Ii the maim. I foe tocteriologital sompting, and mairitain,09 vesswo PC ejuling rv�oferio;s inspection, open ditch p(essur#/T"Og* lost, 2.3.1 C2st Iron. Cost iron fittings *111 be AWWA soecificotion Clio, Coss 250, comint sideoollkli at dirivewayt Fire hydrants under utility III Ing x0viding water' inn God Gro h pr6ssurt, 4xes. 11, Lo-c'otTon'of go valves. sarvie, y4oints using 9% least bl# in be keo lines. fitt Orid �Gccq$Sj of all jlrrle� % GUttefs 11 in the moi��afler a succossful bocterloiogicof test. The t*4-ia votive con to opened for God fin A lotpectiorii. rined with inside seat cooting. The fitt�6qs wig be bituminous coated wi I" 6uts;dq, contro(s will 601eft uriobs(ructO '(manboles, piry < dL With' 6 onlit cl" other: soiisfoctoir prCi4sloo' wig be r�g�e fo�' stf 4114*4ge. flushiing and during chlorination only Linder U)t "ervisioiri of the Engirfeerling Division. two- tit$ to permorient 'Points t �e( y cornefN curb#, ae st o(m *a f or inlets). God be wiropoe Polyethylene (stated with top*). of 9 �* Iloes and fittilogs only. Y 11 1 . I _� I � �' i I I . An occeptcibfe station and offset Sys em on6y be, us" for to(vii � I I '. , 0 ? Tho, tl#-,ri:vafv# it not to be opo(aftdl God the Jumper is not to be removed uritil Any deviation from these requi(ements rn�ost be approved in ivritirg by the Ei�gineering 2 3 2 Ductile ifoo. 4*-16*� DiikU4 kort cotrpoct fitting's (sizes e t h 16')'rrvst 4 2 $HEITLNG Ahit� SAACINC, Open cut trenchis musf-be si�qeled �rid lb(oce'd 'a d*41066* ha's been obtained from F D,E,P. and the Cilt�, After , clecironco, t1he tit- in ni j�j-n kl-- - j- 4. f 4r 'C"M oQ g -%4"Wid Ro Anecl the 1-m ef reri'loved d the main thorov4fw fluotdo , dv the 2. Locqtlan of mains from property easement tin#* or edge of pavement at ititeryalls C 'vim, 0 SP 1 Vail vvclqe iron Compact "llings will Do mtChonicol Y qovwrl�q 4%010 law, munK;P%m or,44"00tev. M At VWVS, aria Q$ may We ne�cvvwy r t � of 30 svptirvisfoin of the Erigirieeding Division. .0 feet, joint wittili on interior cement lining with, seat Coating and an exterior bituminoys to protect life, tpropeitty. or tht work. Trench 6(ocinijl, moif be removed ofteir 1:iockfilliriq Feet chqfqed by the City are set by CiV Council by resolution and ate t;s�ed on III* cootirig� Ali fittings Will be wrapped with 5 roils polyethylene (seofed with top#), has been completed at has beem br�u<pt'vp to svcR bri, tkvoticin' as to oerynit its'gofs oppeind x . Aoter 11ervico Rates and Chorgot modo a port of the Utilities Hwdbook. Fees 0 lchiri4 top m,;Y be used ig cf,ol' sbivt , on4 vociing where SECTION W. TESTIN� Elvotioris to the top of the woteii line at intervails, of �00 feet God at oil h'Gogo withovt notice, The most current fees will be charged. .,. ': in; mark to be shown 'am os-bugts, are SV jett to c 2.3.3 goitp, All mechanical' joint bailts (rust be COPTEN Steel. iteeavo. The, us# of tfek pto 1.1 GENERAL drainage and sewer main o At newly installed pipe that has been' bociiiiiited must be tested at a gouge pressure The Utililies De"tinent ond Engioeeting Criv;siw ate lowcoted at 600 Schoof Strett, of 150 st,in occo�rdorics with AWWA specificotion C600. .4. Seporotioei betweeri (t!0g1med water Of force mein$ ond *ate rnoieis if they o(o. 21.4 topeing Soddles Topptriq soddles on ma�ins 4* to 12* in diameter wig be Cost ion 4.1 OC-WATILFiNO, Excess wotef must 6ot be olr"ei$ ib't6*_ trench at any tiffint, Am adequate p 4)3tol . tw within 10 feet of water mains, rforigo, 32922, The Dispatch tefeph000 number is (407) 639-7671; facsimile 0V to 4a io c1lorrefer Witt to fobficoted "pty Cif-weill pointp, heo�ers or pumps, all in f'ws,(- I ti Mo b Cocoa , number body mechanical joint typo. Saddle-& on main ; OA�s opera 107 cooClitTairi. y I , is (407) 63? -7663, steel with 0 -ring soot, fusion boindfod. epoxy cooled with stototesi steel nult w4 bolts, used to remove, the water, The use of gravel VJ purnpi wilt also 4* on acceptable mews a 7 2 FLO�HiNo, The City win provide on cideqvole volwmo of water for the f ill in g, in 2,r The topping vollvo must hove centew;riq 669 and conform to Section 2,21 - Resilient teot Of'rimoviril the *a flushiii)90,06 - dl,te�(iriq at mains, The C,�ntroc(of Will notify (h# Enigineefirig Dilvits;on 5, Water main moterial and distance of mains from bulldlogs of StrVOures with ter, The frerich, wilt be excavated, o§ More than the ovoloblo p'umping feet 11"tho water main, 12 DEFINITIOS loo to flushing or filling mains. The pressure in'the Cif t" *411 to rmwitared d equal* 'IS Cot* Valves in these, Techrilcot Prowisions. focilitles ore, capable iif Discharge ffom pumps wig to, occomirro4gled iin S Sys Used to mean a Part I -ia%tMqo in t o City*s system be allowed to The terrl oppirove or item that has been approved in ciccordarioce with the SC John$ T* Water Mlaf t Distri�t*s requiiements. The City during tho�flusha)g; at so time sho�fdl " Prosl�xe ' & Distance from hydrant to hydrant valve, Writing )y t('ie Engineering Divisibo Manager, the,. Tronsm;ss;w/DistribVtioni 211% PVC Fittings for 2- PVC pipe *if be P14C With rubber goske(ed slip joints. No is 6,,ot responsible for obtaining do-watericig ptiMits. drop'telow 49 psil. ftler 6sel during *osteful or uriwpervised flushing will be billed Svper;n eodtnt, or the, Utilities Director. A written reqijest must be mode in Wdef to solvent weld joints will be accepted. to the C401.10c(or. y 1. Pertinent easement WOr m a It have oil ite(n accepted as an opproved equal. lAkitten on the port CW item SECTION V. PIPe LINE' CONSTRUCTION Must �P fU TEST. A blow1off at fire hydrant WIN be iristollVd at the 4n iin ished with the request 2,41 FIRE HYDRANTS ��J GENERAL 7.3 HYDROSTATIO, d of the WoteC Mai ci;;epklvg r"ponsibility c" �X y 'n g, $eNico lines and. OpPV(teriCIoce$ fAUSt be lost pipelibe under test. The fit)* being tested will be slowfy (flied with wollef to the a, Certification by the ;vrveyor Qr eriqiiricer o (or J Fire hydrants must Of rrion0cictuired 'in accordance, With AWWA specificotion C503. alled Cis speciflied (50 -built drawings God a statement certifying tJ)at all Whe Hydrants onVStL hove b(wZo_ A the oMovell ecifled test pressure. Before oppyng the specified test piremre. oil air WIN be of iinforrootion supplied on the as revef a Specification from a Specific 30Qrco is cited, the most cvrerit revision o-biroriz* main soot thirecidling, surfaces, they will be tifaffie plan$ 0&1 in QCCo(dwce With tf)e stonoofol Diltall SiStet. Installation, wit) sp molins"are Within eoSemeots onai Nblic rights-of-woy, The name *City of Cocoa* must of that %pe�iflicotiori will be used, typo with drain holes plugged at the foclory. Hydrants must to wo of the following conforrn to AWWA 4pecifIcCition' C600 txcept, at mWiffed h9rein. expehed'frqm th*.test section irlcluOirg se"cq connections. If fll�* hy�drwt 3, Of --qfft dire not available at hIgM elevations, tops at points of higilhest etleyotton *111 appear on oil os-Dullt survey a. m ad blow Un:lss ptcifled. 'Cil; means Clity of Cocoa; 'Utilities Deportment" means d' Model Mork 73 with bronze (droin ring, American Darling Volvo onJ, Vo Lifoitt '09 010C PLACEMENT. The 6ot( be made t6 facilitate air removal and testirigi. Ven testing is comp(ttf', 1.1his service -4he"'" - n 4rt 2 ocy�, 9f the trench will 6ot be ejt�oyofed P11*w the swified City of Cocoa Utilities Depo(t-nerof; "(rigineering Div;sion* meonS City of Cocoa Util7t!e3 qrodo� If undercWlriq occurs, t tints'rottolrt* for air removal must removed. As-bullts will be draiiiij- at (3 Scoff of I Inch ze 100 feet. Ai"s r"iriing additionail company he bottom of the fienth *10 bo, br;k4f up to the 404 may be enlorqO as 6 , eceSsory, Rights-of-woy, eciierrients'. and lot lines. Will be criq;neerinq Dlv;siom. 0 Model No, X-421 Super Cenfiolon 200� Weller Company cif,91nor Fqd*, with O*ov*d molleod bod thoroughly 4�,ompocfe<k as directed by the ocl�uirotely'shown. Lots, block numbers. orid'street mmes wilt " Included. it the The fine must hol,$ the 150 psi test p(esmK* fi;ir a �wo-hour test per i6d, The fitst 12) CoMpoti4l# P(ogfornL of 0 Model JK-StA, i1T Kennedy Engio�or' �iin? pip* itita'Oo, trefth, the outside of the to-l'o-vision Marioqer� Woro pldc prepared by Gin AytoCod (version 'spligpl. od the inside 60 the tei, iiiiijil bt wiped clean, Y. ois is to'bill witnes�ed by the c4trioctor. the second hour must to wi ess by Cis-bults we( DFX fit#, a SECTI�)N 1. MATERIAL SPECIFICATIONS 11, Clow Medallion, Clow,Vq Q f hour i to ed 0 G!" 1�ornpooy io* fir" ON and *Ahin the toutb Olviskin 'perswei. Sufficient humcief retowces are to be ertipfo d to iosvf diskette- with that file *19 be provided to the City� AtIll pioJects U'S. Metropolitan, U -S Pipe 106, will be takeii '09 " , Ye f9i GO format compatible with AutoCod 2.1 PtP�(sef also Section 5,3 - Wire for locator wire sp"iflcotioos) gro'Cisial, [very precout' I to prevent elarloit fr am enterl k 8 am 2,1A P,�4yvino Chlo(id �e, , - Polyvinyl Chloride (P'YC) Pressure pipe (size line faills to MO -be test, if Witt to repoked and re -tested uriki;l Mainland Water Service Area wit be p(epored in a di I 0 Pressure P 2, 1 yring no debri'g, tools, cl ;64 X o0or mcfery will be P pc 0 bt_Cfoss_200_(DR 21) and will be blue or white in color. Pipe wig be supplied vo'openlriq. one 4-1/2-purnpel nozzle,' and two 2- 1/2* -Aents art so 27-, , -1/2' vol ii� 7 the test requiret iisfitd. Lino pressure will be rnoiritoined I* within 5 PSI Hydrants wit hove we 4 placed tfi* P, in st 20 1 iengths. All joints win be of " elosiomerfc-gasket type with hose nozzles. Stem couprogs air* to be cost kon at nion-cooled steelf. the upper valve d" of i1ii 4SVIxessure all. all timesil sigred o6d seafed blue- lint Onlp,ieproducible print or,computer dfskettt ix�d we* -to thicken bell or Coupling with the Some DO a$ the toreC �[o be tironze� Me hydrant I'Pe will be cooled inside With fiii;icn, bw4ecl ep6x All irywhon;col' JOinito wig be mot 69 in s tc Ooppir joinct *1 0 mclou6cf,ufor I plate must A 7.4 LEAKA�E TEST,, A INkoqe . test at i�O psi w ill be pefformed on 9 newly Installed printi ars, regulired. After Of surveyor or en toeer hog ceftifte4 Of locations, the 'I -,,at the' syst�m depicted 06 the solven A cement loint I wig be accepted, AN PVC Pipe and couplings will beor the UL, 6 mil minimum. X11 hydrants wig bis pointed at the factory with Rysloteum specifilcotions. Beveled tind* wilt 60 removed 'from P�k pipe entering * mec�ho6lcaf joint. a gTheer'will certify on F.D.C.P. roirm, 62-5t, 910(9) U f9tel old Ntf approval for potable b;gh-perforrincrice, epoxy 9100 systier", non-Itock dry farin thkk6es, to coirefolly cl#oried befdr* the 96s�st ;s';ose(t#d C a 4verity lws� Any lealkoqt observed e4i � mits. Color 11)q bedl *ill be -Goets ry)vst b sections of pipa'after iostallot;ori of GO service conritAtt* A (jar the os -built drowiri *as constructed 16 substantial c0ofOrn`1000 Wit!' approved plans and wilt #9143 Yellow. City cre*s will apply finish point to each new ftfq hyd(on Q seat#,* the glopl placed in posiocin. *it� the oolts,'064 #venty V4steA44 Alt SIT9 must to less thari the following �tr tboysoed feet of pipe, AYMA Chloride -12*. Polyvin� chloride pressure pipe (sizes be 0) 0 0 SIZE AL OWAKE LEAKAGE funct;.66 94 intended. 2A 2 P, Pressure Pipe, 4' controctoir "s maid tbo - -iota Chot6es. ad 6 0 strict 044cordoric4m with the monyfociurei's speciocot;Ws. * , I. i'thrr*�411 Y2'T44 be Cost i(06 Pipe eciplyalent outside diameter Class 150 (OR 18) 00flons/Hur cwfori_ in,; to tile Arnericon �Votef Work$ ASsociotion't (AWWA) specifkotion C,�iX) God *ill W -d by j fo6gth'of pip* ielf the trsinc�, the spigill trid 'will bo Cool 'ed in thq_ 4 OL33 Colloins/'Hour or rinisin grodo Is to bt estobl;she4 d the proper length hydront 103tal'14 the -foot lengtht Ali joints will be of 181 and ed hoM0, brovot to, Correct at�inm4tnf d its to blu t/hO 6) color. Pipe wig be In stondord 20 if o t at, W prior to occeptoiri4e by the City. Alt nozzles *19 "1 a minimum n Covered qA approved of thf oostrdmeric-gosket type with thickened, integral Wfd-"l be($ of CWpiing with maximum of 24' above rintshed gr,ode. A V moclhon;cal joint 6y&ont connection wig be bock �Vctffo Iron plot *4 to, bockfil to the corilerflne of the pipe ithe sor�o D? as the barrel. AN, PVC Pipe and couplings will bear� the U.L. fobel and NSF Provided using a hydrant V01\4 arichoiriing tee With integrality cost stgo4ord meogrikoll C�VOX4 tq ni�ely:-flv* WCept (95%) ipf'stor)(1�r($ Procf4ir t-99. 0.83 Goiloosmour opp(ov for potable water, 1201 lix ooiloris/Houir joint land on V plain end branch. T1)e controctot *ill not iristod,rlws or malke repoirs to hydirwitt Adjostments a( repoiirs to be mod*' to t" hydrant 'after tost000tT t4* aour callong/Hour 41.3 Plivvinfol Chloride Pressu(t Plot, 16 Polyviinyl Chtcw4e pressure pipe (size 16") *10 be done by the City. Tho, contractor of developer Willi be c6oqedl, the, cost of lobot Pip#' wit( be instalbecil With Ji0d Virifmum cov4f. Ma"m cover of 42 *4 to "�44d� wilt be Jkgstl on pope equlyclent outside diomeief and a p(essur* rating of 235 p.s.l. and MG( his seirvIco ond'rnust poperit in odvwce. At Covet d4th wilt be d'gterrnitied fir am P(Oiposed finish, i Ode at indicated on the At t AWWA sp6cificotion CW5 and will be blue or white k% color, AN if it iVdiiermlried that a fir hydrant hot teen modifled� the hyd(ont wilt bet removed, SE C TIQt+ MO. DISINFECTION BilkC TERI OLOGI CAL TESTING (OR 16 114, for t wben,wot pfoclImoni i's ALit lim pro and$ of pip* mv'it't* closed b nit, grom th * &;�n y _NERAL elostomeiric-qosket typo with thickened, integrah Solid- Wall tell Either' the proper length hydrant WIN be in3tolJo by the City, at the or a *Ofoir A, plot or other- oppiirov44 I-Atoof I Thl pr�� Y swin"; the t, 06 hoUir O$,*e Of ca tog the *,it the son's OR as the barrel, At PVC Pipe and covpfiriq� win developer $ expense, Of the Coritiotfor may pufchole o p(oper'lenglig hydrant instoill ev a I Overnight. if 9tor I's tr�fhq tir��ch, (69 sed win remain in ppdicili The �qntrocfor must flush mains ood orronge for complee disirifecti ch(or1notion i I . - I . I I I . to under the dkeiction, of the Utilitiep Oe"tmeot. Work WIN conform boor th, U L, label and NSF approval for potQt)lt water, it under, the direction of Utilitis Oepo(tment pe(sonriet, unit the tfoloch is pumped covhfplef�(y Or)K A"A specification C6511, 'Disinfecting Water Moir&' Water wi th a Cb *K.' A Ulrj14 ro�;(ar todtd on OP potobl* *otef. reclolimed "water, 2.1,4 Dyctilo Iron. Ouctile i(on pip* will to cement fired pressure Class M conform;ng 2.5 SERVICIE CONNECTiONS, 3/4 Wk 0, wilt, 60 r000vien f '100 porn will be evenly distribuled throvoout the pipe system and allowed to io " S;itiflcatloo C151. Watef main and sto(rn dfain crossing conflicts wit be All se"co connections will be single 4onoecttoris Se(*�% tbt oro, 3/4' and J" gee and tweir i-AoIns. The Wit ryNvst be P104:04 On the to einty-four hoiss before it I's fluted out. After the 9 of thA pipor wip at fooit �n* Y4.�op remain in the Plot for tw pirope I de ' ed b the pirojett e6gir)w and approved by the Utilities Department prior to be type K'6ririeofied temper soft coppee. Alt connections are to " of thio, f1<1to typ#. around edch so;;tioo of pipe. A run pf wk* water should remain i?v the pip* for 24 hous before sampt'Ing. Service �ainrfitt;ws ond 91 y mvst ruri fro(4 the main to "ch hydrool. (och Water inoiris that are less tbon 10 feet apart from building fowndot;oris mode before testing must be disinfeted 'in o<co(dwce with AWWA sqecif'�Catiw to instiltotV 1-1/2' and 2* services are to be of 11�9# K dtown tefri�er in straight renqtI53 of Cinnecled fike hydrant must have Got Afrop at the wire or"od Tt "rel located at final, gr 34*. or othq pelmonerit objects will be ductilo kon pipe, In no Cos* will water mains be temper if fornisKed in coils. Absolutely rva food-bosed Solder iointi will be acepted. C65J.- Somples, ilill! be tokeA by Utilities 0epairtment personnel. Wbtef mains must (lot be focoted�fevk than 5 feet from foundation*- The above distances will be doubled for water My re0aifs of service lines will Do toy flore-lo-floi c io% No comprilission fittings A run a$ wl�* also be broughil Lip in eo�;h volivi box. The Wire win hgyo 4'foot flushed betwieil wples. thd coritroctor *41 be ctafged a it* by �Ihe City to cover tb* larger thon a' in diornetef. Polyetb wit be occepte(i Tops in the Pip* wilt be the some nominal It Ice, of "Cc$$ fwqth� to be Ccooett*d together V311JJ 0 yetQW Wko oUt,'? Cos( of bocforlofokot tests The cwtfocto( m,�St hove 0(oof of poymeni for eeno 41cosement Conforming to AWNA ometor as t�# sery vecific9t" C105 will to provided for all tristallotiris, The polytth�eo* will be testing at the time' of pressvr4'aod test inspection, Somp* line. ServIlco tops in PVC pipe *iN The d(itled with a sheii, cutter; the plug WIN It I , I I f I I sealed ith tape. removed. 5.4 6AibKJi7ILL.ING1 Ail bqcVlIIin4 motertall win 4 0 fr.t e ftorn Cinders. ashes, refuse, nsor* determillid by tho f,D,EP., $oropfes ate collected Monday I,�wouqh Thursday by City, of Coc6o Oyo Plo�t 0y<9 Plant peirsonnel cam be corit�Kted at (4107) vegetoble C� orgopla material, bouloli�s. rl�clii%- Stories, other incilerioll Which is pQlolK-gd Watef, PVC pipe installed in reclaimed Water systems will be Class 150 Idlered unsuitable. 4*1 "kfili motefial is not e;ifltd 0!1 the pli; �to schedule 4 Sam de on or 2.5.1 Saddles Soddles must to usied for oil connections to PVC pipf, Saddles m'st be ms. b0clifIlling , pie pkk-uo. if somplef taken do not m strole satlsfoct y �DIN181 cor�form;rig to AWWA specification C900 and will " purple in color. All PVC or E_ - V that such ma�tirkil Tis'suit o results, rf-chfortnot;w is rejuired. A fto will be choirge by the City for aiddition6if (P620 as moinufoctufed by Wetter Company, Ford Meter Box Cwporiy� Cie Smi with the excovottd material may be oocepfciblo Pro ClIbI dv,ctdo T iron pipe wilt be 4-)stolfed with a 5*-widt purple adhesive, ;dentifitotion top* Company, The pipe sizes for these monuf6rturefs ate noted belov, (or bokfill1rig. 'Pipe 3hWd be 4o<kfiltel as toop as Possible to minimize the length somple, coltoctiort and walysit. offixed to tpo top of the pipe. Scf;ot in 1-1/2* block lettefing wit ;d4eK)l.ify the rnoin trench. VoNes, fitINs, anal VwwsA blo,-*s^wWbq left uncovered until os "RE44SE VAIN*. Dutile iron Pipe installed in the reclaimed water em will be y the Ul,l,ttej Qepoiqrnerit hot been C&_APIff#,J _MMLE& For Pipe sizes 4* to 112d. foc 3/4* wd I' services, the sin I t d oisinfectloa orid bocteliolo f mains Performed in the lic at testing a reclaimed water p(essvf Clqss 550 for Sur and lo(ger, sorot.,mooAot a* p6tobf* 'woter,roolio$. S�omplo points for Wolof ho*ever. 12" and smaller and piressmi Class 250 for must be used. rot- 1-1/2* God 2* Wvice% the dovb(o 3trbg design mv$ be 1,10d. 801171 P(Qvide 3 feet of cover con be moiritained, Wheto, cover is test thon 3 feet, pfessu(e designs we for the H-16000 series, VALVES AND F17TINOS, All vicives ond (Atkigs wit. be sit'on.4 Oinect to the pipe ;m are do�ormVod by this Ceigiri4orlo4 Otivisidin Maraqef, Samples or* ccilected Monday tbrOvgh NNW, oc9t, - d be insfoired outside of the ' e I ion 00 shown Ott Of, Von Thufsdoj by City of Cocoa Sellers piqnrpeirsoonei. S'"eft P, 0 Sir p9vem 0 yq#4 rot every eql[4. This if sompl** taktm do not for 3/4* and 11* Ser\4Ces. the style 10113�sln op chit whe(io 0iaii;t;c4. A r*Qdwby valve bo ill 6 0 to schedule * saimpto pick ;45n ;s r "ed, A fee *iA to clSared by from P table water mains or sewer m6ris exists St be, vsed. For t-1/2* WJ 2' se(vice% the Style 2029 doubio, strop �S&ii shock "or 3triss, t4 Vyo, onl, wl# 15*'centefed and plumt1:i dernoristroto Satisfactory (iiUlt*, r4-ch(0<1ngt. eqw ir Closs 0 is, (equked. Ductile Won pipe With t�ipe will be ;iostolted arit peirs6n�el can be 0,;N or6pist show whefe orizcorital separation of less than 5 feet or yett;col seporot;on of less than IS' d PORD-. for pip# Sizes 4* to lf�*' design,must Volvo 6ioA, must not tro( of tA* oritact*d at (4407) 632-1681 the City f6ir additional �Qirpfs collection dirid anotysit h#� Wfdnc�h� not of The Ox Cover is tq 4# ilesurface be vsei rot pipe sizes iv and fai,;ef. too 3/4. 1% 1-1/2.* se(v;ceJf,' this- Over witi 2.2 V AND VALVE BOXES 2028 doublo stfop design must be used, fkjisW pdvement or �rodli level a$, S�ecif!44 Ill- the p1wi. 24d-,swory concrete pod 2,2,1 R siltept Seat Got* Valves, 4* -16". Resilient sect got* valves will hove W* thickriess win Ofpou(ed 6rouridl the v4vi box when lt�rl r9q0ted O o ent, A b(ozf� at silgintesi steel. Clisp�'-willli be cost Into t # pod fair oil vOyel 12o CONNECTION TO EXISTING S'YSTEM P, as morilifoctur y Amerian Flow Control, Model AFC -25W. U,S. �_UJN-Bt6fi- For pipe sizes 4" 1* 12% for 3/V and I senelce� '(h� 3�' ser ;es SECTION IX, lvl�trqe,al: Clow Corporation. or an approved equal. The resilient seot got# valves single strop design must be used. ror pipe sizes 0 and forger, (or 1-1/2* Q�d of 149er. Volvo riomeklb(Oiro to lb@� Stamped Into tho-diii; win include the' Volvo titt" 91 GENERAL. must cVfoi'-n to AWWA specifotion, C509 and be momifoctured in the U,5A. Resilient City co6aeti mains, *41 be mod# by the Utilittoo Deportment 2' service% the 323 series double strop design must be V�ed riUmbo of turn" o6d *�ctloo to opio tho �dv� sects ill bf of noturll or s)irithetie rubber and be booded or mechanically attached to tops or xo(npl4r. 112' under th 3101 0 uJing S Gin e f d;rftt;on of the Ep DIV ' n. Any 0arget for the go A i f s2 steel hordwore and Will to rated at of *ork;rgi pressure of 200 An -list Modo bi t6f utilities oep,6rtmiot w0bf paid to the City 6y the owillef of contractor r app(QVedt equal may be used in flew of any of the ol� 0 ve e4 des�ns/models. psi, Th intV(loe and eAtet;of of the �Wve body fusion boinded epoxy Cooled in 0,6 FiRt RANT t s IN b4 foi�ated'oi r Iristollottom, rot as *o(" main necionsthe obtin Alf�flke (ho, Plans and mo(*O. 1,4 to the occewd c* with AWWA specification C550 in order to provide a corrosion- resistant seat 2.5 1 Cur� Stogs. 3/4" on ll re(jviied parmilst provide a dry'oit oreo.,otl pit pirep4cl.16ri ;ocludir,4 sh-orii-%q and d I*. Curb stops 3/4* and 1* irl� Size will be Weller Mork 1 00' 00 ooveme6i "With <1 b". reflec(Qr, Om 099\0 stfeef* "a blvo� fellipc6ir WM be A .16e The Co ting must be applied in a manner to withstood the action of Rot ftuids God Orisel. Model No. 8-24-�6214 bol vqJv*. as Mo,) W1 pfoied 05 clo`$4 Ad 00 edg* of the irciod 0 fw' sibbe $9 as to bfmlfig� mantenane of troffll�, rtstorotirw; God 6Q(ifr�' all utilities t i Of the seating ufaicfu(ed by Moeller ed k* 0 post' prior 0 'Coin - opera got* undef tong-tatm service, Uve seats must seal by 232W con be uso for 3/4!* curto stops or4 Modqt No. a -23-444W fcW eosgy vls�le, The hyckonts'witl be f0t9ted (n sut at mo6ner as p(ovidt c . t 3troction.' Tops on PVC, AC, at DIP mains that Ore from 4 'thKovqh 12* In Complete comp( Stan only. Wedling or sliding of the resilient seat it rot acceptable, Valves 11* curb $tops. at mooufactured by Ford Meter Box Compony, Model �No. 4317, as d in d man; et go that' oe possibility of vehicles of infur sip wovsi be mode by'City �trsoinnell utilizing saddles and yofvts provided by the N cessioilily oil! n PW eVol cocittoctor. , Altornotlyefy,' (IhO top may be made by topping contractor Y010 has been .�ie<l with 2 -square operating nuts and be designed to Provide a bubble tight Manufactured by Hoyes Morufoctfurirq C air an OW to Ptdisltrians will be minirritze4l. sthniii ith th npef 604zlo oved equal. is olo oiccepfW*r u seal re irdless of direction of now. Opening the valve will be in, the counterclockwise Curb stops must hove lockFoof ings and 0 swivel meter nut. Curt� stops tt aA 0 00 he bury too of the h roril, at- this Vished g(ode� two opp(Oved. by, th futilives Deportment vot direct; If the depth of the \-Wv* out i's greoter than 48* below grade. or 30* below hy<irorits ins4olted' Vi righks-o-woy W111 I ocmdonce with ohy 0(, 2- wit be floio-by- ftwigo with lockirig *in% Model No. 23-666\N for ,)rodo d under the water loblo. a �,olvo extension stern will be reqviiied. T*ht exteos�o n No. OF23-777W (or 2-, as roonufartuired by rctd Motor Box Company �t "will Model No, 4316 as' hydrdnlv� wig be �oorieftd t(k ti�q oqifn in the' 6 soddIft 06d Volvo supplied by the cwtroctor will be ii`iqpoctecl� by, the U1, will h a centering cQllor and ber mochgoically attached to the valve operotiing nut, manufactured by Hay#$ Monufocturing Compopyl or on approved eq4,61. 'shoo ii4 the S(oodorill Oet�f sheek. 's E to totlotion. The installed lopping soddle, aind wdv* most such exliLinsfons manufactured by the Cenetl Engineering Company, Modeil J,'840-0001-3. be tested witft *a Ugh prIved "ol to be determined by the Tronsmtssiori/vstfibution svpef;oterideot ter 64' 100 %I fo,( 15 minutes prior to fopp;ri to insure 0 Water- 0" 2,t I C2�k 20�(_Q�Li 3/4' God J*. CO(Poit9ttoft Stops 3/47 god I* Will be of brass and rHR ST BLOCKs,'*ost blocks d be iri3(oJl#d 0114R �end kre h�idvoofx 094 as 0�e h;; esiire*� See Ehibit 1. N M 5000, moinuf4cturti:11 by Weller Company. Model No-f`-6�0, as once ' with jirittollattorl. the p(iltswe test Witt be performed by the controic air and 'witnessed by a eqV4 to Model *0 O"O(d thq this plans S(Gridor Dittos hott. yetal horpews. I o voddl* has representative 9f the Cog' of After the pressure let( of th r"'Modell Nor, 520(X as morufact by Hoye% movement my bf in3tolle�j 611 mo6wfoctured by Ford Moteir Box compon ured or damps OF 44juott S�rori�ib to preent teen 2.2.2 Rutteilly Volveg, 12' and forger, Butterfly valyes with mechanical joint ends wig ptele4 airid payment of it# topping oost 'hot bw mQ4o to the City rjf"Co<oG MdrlufOcturirij Company, at 06 oPpwoved Oqvol,.' Stops 1-1/2' and 2" Wilt be )"00005 where thrust blo0.0 aio_not Ofoctkcil. Rod$ oo4 clornpi will 1:ie 316tall iss be rubjet y?ted, 90' tight closing t)ve, shcxi tc4y. The interior and exterior will be led 6t all customer swvko Oe the Vionsm biross and equat o Weller Oris6oi. as moinufactwired by Mueller Con-vipoor. Model Nq� F9 steel, A 20-foolI 1"qth�aij mechoni;O1 Joint AtC14 Von W�t 00' instal porlirnorit. the C.00froctof mvst contact fLis;oA Poodf epoxy cooled in ocoirdorico with AWYVA 9pecificotion C550. The valve shaft Division to ich4cluff the (00� When peirtorinel firom the Trorismissloo/1);Strib,ution Dltision :44 No� 4400� as onufoturod moini endings ond'o thrust co,(Ior wig 64 p�vred orovf"Idi p too, at orstainct of 10 feet will ",of I$ up. as moriufo tured by Ford Motor Box Comp<36),, Me y Hoyes At f* make the, toe, the eontroctor 'Aim i5fovW# a dry Work pit in ocoo(donce, -8 type 304 stainless Steel or type 31(5 stoirife*s steel orrivv on Si Body dimensions Manufocturling tompony; or on opp.(oved equal. Iron too fe�d of thi and mytmLil" sib ft diameter will be In 'a with'OSHA slondar4s. The contractor Will also pir!Qvido the necessary equiporierilt to lifl ccaordonce With Tables 3 God 4 of AWWA 1, 10 Of It Ping ry�och;ri* into and out of the pit. The valve s"t will be of molded natural or syrithetie Nbbec, *ill 2,5.4 Location, Setv;co lines will bar locot4�dl at olteiriatiog lot lin4i ow P;d* tho 5�8 PIPE INSTALLEO Ili CA$JNC5, ripef to ific' At d C504 OP b installed 464et pov'o .Wrtleire open trIerichini be ryle,��Onii;;Olty secured to the allisc or (a the oolve body. and will molt against I at% iroved plans of in 2 hog been siTe*9tk within (*a feet oil the cight-of-' way tint at shown Opp' ocif.pormitted will be installed through i�k steel Casing iiiihi stoinfer stfel seat suffoce, Biw7ed vol\,es will be for submerged Service and will be jocktd God SECTION 'X, FINAL CLEAN-UP AND ACCEPTANCE grossed oreo b0ind the C-%A(t> if 104coted in other th qVbC11-vision. Curb stops wig b bared. Cosing site 0 " Cis ind;cdtod Oetoxir. equ,pp wtly lubricated God equipped With I �ENERAL, ,0 wl�h totally enclosed geor operolofs, permon PIK SIZ6 M IMUK' to finished grodo in 0 PIO!3tic rinellef box with on iron flipper lid with' 9 lug IN CASINO WE od)UStople 1tops for open and closed positiont Tht gear rg1t;o Will be such as to pin hinge, such as Mo" No. DX1419-141R, as roginufoctu(tci by Dtxo( Plastic$, of an 1.120 corippletion Of t6o, work and beffaf* occepitoric* by the Utilities Deportment, the ,requi(e'ri9t rroire thon 50 foot potwirids of 'input torque to operate the valve against the , , :1, �. I - contractor WIN, meet (311 p4emnit cooditloris. remove all debris. and complete 4 approved eqvoJ, Service loctions *will be permorieritty 3tericiled on concrete Curb or the i Worst cost of a Water flow -velocity of 10 feet per second at a pressure of 100 psi hil., or Seeding if required by the plans. The cointroctor *ill leave atil Cir"s er or street With a blue *W' for polobf* wat R* for reuse. RIV30 services *41 diffeiren��;ot A tor9wo-limiting device will be Supplied if the o0owobIV opefotar input 04� be located at the opposite lot Carrier frorm V"kes where P(Ci�ticoil or 'with five of, Ved by hilAer opeirotl 'I 1(% 0 neat and pfewtoblo Condition. is less than 450 foot Pounds. Each bu(-ied ,4o?\,e will h(;\,e a standoird 2*-squo(* opefotiog feet minirnwrm sepoifoGon, 12'* nUtr 'rho vaive will open when the operator nut is turned couo ter clock wise, if the depth SECTION Xr FIRE SERME of th e yw A it (yeoter than 48* below grade, or 30' below 9(od* Grid under (he woter 2,5.1 Reclairrild ftsf. Recloinned *otexr service will be installed to finished grodq in �ENERAL Conn ec tin Control and Sockflow table I %joue.terisfon stem il$ be required, The extension will bqye a Centering f** I'S used, an opp(oprigto boc*flow pirevertion device ;,04fo wet 0 PlCist;4i: inir(e( box With a puii I pfistic too God irwifflipper lid with q foll pin lwiff be Install ro o4cCoirdoloe, w Calla; Jod *Ill be mechwically attached to the valve operotirg out. such at extensions hinge. such as Model No. DX14fii-12CIR, a* monufoctu td by Dexool Plastics, or on approved Watw matiris Tuiit b� pushed oe lied through Lh4 cosin on p(essur4-treqted wt�oi PreVeAti0n* section of the UtRitfet Handbook. mooufoktuir�d by the Ceneiral Engineering Company, Model 14840-0001-3, or an approved equal. A 3' x S permanent plos0c tol. secured to the .110 s(V With skids attach to the, pipe with Stain VOSS steel stropsk equal tp be determined by the Transmission/ Distribution Stiperiotendent or his designee. C iwap. ed S(*fess s4ei c6sk)4 spcf�:ers ifit teu t skids and w* iequitd on miotn' *it be supplied I Tols will be iriscrit:ied REUSt WATER NOT, LRiNA'. CL See Exr�ibit 1, _It pcilythyforia sk;d*, ?iq be accepted in r wood TION X11. CONNECTION BUILDINGS 0\,SR F00 FLOORS Th cilorotter ond,loirger. The stainless stee4 witti skids 'dotioni Cosing sipikefq rh 12. t CENERAL 2A INSPECTION OF MATERIALS 'will be placed 1#1 occor4ori�e with'roinu.focturer'i re�collrimeq O -inch valves for List With 2' PVC distribution ma" *if to of the Materfals deftwed to the 0 Sit# will Of Subject to inspection by the city connection of domestic wc or Vp y Sys ems serviing buildings oveir four floor$ in 22.3 T , jo�ts` or lequired. 06 no 69 ylp_� * MonuffactLeed by C"Co'd* of on opproVed o400f' 0i bolt vv d sign, os mantifoctuired by Ford Meter Box Company, [ricL, Model #811-777, or to iristollotion. AIJ moterids found to be $oftctNo. of not meeting specifl�at;ops petghl (0 thor Ci(ii water distribution system will vvb*t to the following Inside (311 appilove'i ualThey *91 be equipped with a 2'-squofo opeirotor, as mainufoctured by during inspection of during the progress of the Work Wilt be rt*ted and removed from Ford M�ter Pox Company, Inc, Model JQT67, or an oppccived equal, for buried use. Boll e lay. All materials dethreirod to th site wig to, in, 5.9 SLQWOFFS Ftvshi6ij browoffs Ore, be bstailed iqwstrucf6d at shgiin 'an valves , ill 1;* ad pled to other pipe lint materials by se of brass nipples or PVC 0 . � t, A fixture unit walys;9 wilt be pef�orrried by the ptoject'einginetf to detefmine 0 occo(dorKe with LI)f materials specifications. MQteffols noftspeted by the City prior the, Slonftd Dotal Shi#C Blowoff mqt6riolg Include 2 ovoniztd pipe, W'eo4od fit gosi,et d b1II odopte(s. The 2* Dlowoff gote valve *ill to rated at 125 SWIP or 200 W0G. Pod* dwriestit 09W re<:16ifemenfi'This Walysis is lo be Provided to the City. to installation wilt be uncoveted by the Contractor at hisAir expense to verify fittings, 2"4ross wbeell Go Olostli: rinfiler'box (prple for revso). The picis'tti: All 2" We volves must meet oil E.'P,A. and F,O E.P. requirements regarding lead and compliance with these The *ill fuirn"Sh Copies of the m*tjw box is to be iritollo,o at grade. ovef the he*,Wv*. The *Jheel Yolvo wiff bo, zinc C t S. G Oize4d fittings and 2' b(os3 wheef valves or# acceptable only on LL -J 2. A w (or mete.r Wd oi reduced piressure 15ocklillow pireyerit6f. siZed ln, oc C Q(dw c e with list(s) for materials upon demand, iiiiithict $r Inches of flinisbe gfod# God will to plugged with 4 b(ost ptug 4 bliiii,ifill *ill accepted at other locations, All valves must be monuf"tured 't able Water oni$ reclairot jotis�,moinv 12* and I the domeskit flow requirements, wilt be bsitol(ed obov* ground at th* develope's 6* ke4, on bo h pot orger and mVSA oil' SECTION ill, PROTECTION Of PROPERTY AN b*'cws"c1e4 as shown on the Sion4airl Ootoll Sheet. �,,reusf tog wit, bi iristoOd an ense3,1 PROTECTION, Tempo(o(y svpports and/ol oequte protection and Maintenance must be reVS4 main blowoffs in a (ftso nnttie�l bon 2 2.4 on Upon Kitten requ"t, (be City will provide the Site engiriter with (�o rininicrwirn Vol Boxes. Valve 60ses orid lids must be monufoictvred in the U.S.A. Boxes d am b FS� expected system 'pressure, The site engineer *01 be responsible for ;xOvId1nJ this V, Ily equal to those produced by Trumbull or Tier and inust have Work. Structwel that hove beers diStw-t:ied *41 be resto(e4 to a Condition equal to.-Oleir SECTION V1, TIE-INS TO F_XIS�7NG 5,YTEMS Provided on all underground God Surface structures e"ounte(ed in the progress 0 00 MY OF COCOA 4? mirimum inside criameter Cost ion volvo boxes *ill consist of a cifcuior Cast Infoir,*tIon to the architect and building owner. Means for providing on odequolf svppty CITY originot State upon Completlon of t1be work. s,v GENERAL a iron to The depth must be determined God the appiropifiot* valve box 'rho, eantraCtor i*_Ot, IaL op the Ni(Aing during periods of minimum prtssure Will be the Ore Cii>uftty. Florfd' I P trot# any voi" or, romov4l wy thrVSt Nock am city- Owned must 10 in alled , PVC is Permitted in the vdve box, Boxes must be set flush with irespoinsibili(y, of the bulding, architect. vard .? God bottom section. 3,2 OBSTRUCTIONS. All utility owners must b# notified prior to beglifiri*tig constrVc,t;W. main$, except viridet direct 9upervisign of '43 repireseriNitN4 of the Utilities DeparttineAt. O� und ;�'N finishe. 0 ce in such a mwef as to permit esy use of a valve wrench God to All com(ArGctors UTJLJT1E,� - DEPARTMEN. Any known c�bstructiws will be shown on I�* plans. The V(mcst cout"wi W41 be taken in must fallo� ho vcfd6fes r1s,(44 belC'* conolki;U04 new maive to' pireveriq surfoce foods from being transmitted 10 the valve or p�e. Box sections must be oil eperotions to avoid damage to existing Q6stir-vctions whetheir or not -Shown on the i6xistio-9 water Systems. Repair costs foe dgm6ge to the water meter caused by flow$ exceeeing its rated telesco Od od)ustWe, Volv# box lids should hove the word WATER' of "SEWER* or pions. copoti(y *W be, charged to the customeir. -tic r, CITY OF,_COCOA "REUSEr, at oppfopriote, cost on the top. A concrete Pod (24* 1 x 24' x 4' d) will be WAT ER Poured oroiLliod (311 boxes at finished grade level: unless the votve is located in o paved UCHWAL PROVI�WNS rood*cr or parking lot, ORA" 8t, P.LM. No CJiECXED 0 .7 DP,&IvM 14a� SIIIIEJET� I or t ACAD NAM* \JP=E3dVA\,TlPO4 SHEET 9 of 13 fnav i4 {r � . . L I 1, I I . 1. I � � I � I � . . � � � - I I I I I . . . . I I - :_ I . � I I � z I . � I . � , , , . I .� . - � � � 1, I I I I . � I I I ,� I I I I I � - ,. � I , , , . I , , I I . .1 ,� I � , I . I , * I " I � -1 . I . . I . � 1� � . . � I I �: : I � , � I I ,. . � , � �t I , I � _ , . I I � I I - , , , I , - I I I . I , � - I . - . t I I . I I I I � I - . : , , � - I � � , I � � ,W �. , , , , , . . 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I � . , � I � - . 1, I � . , I � I � 1i i I I I ,� . i . I I I I I I - - i . I I I . 1� I I , I I I � . I I . I I I , I 11 � I � , , 0 ,_ , 1 . � � I . I . " �, I � I . " ( I . � � I . � I - . I I � '7� , f 1� I I . I � 11 . I i J I I I., , � � I I I , I . I ; , �L . � � , , . � � I . I - I � I . . - I I I . . . .1 . I I � . : , . I � . �, - , , , I I � , . I � . i � , : I , , ; I �, I I ,� � - � I . � I � I I I . � I , I I I I � I , 1, I" I I � I - � . . � I �, � �. � � I � � � I � � I I I I I . I I - � , , � '. , � . � � , 4 , - I I � � " I . I I I I I 1. I I � .1 11 � I . , I I I . I � I . . , I I ,: , I � , � � , ,,, - � . � � I I � �, ,� . . , I I � , I I I I I 1, � I . . I � � I . I I I . I . I . , " , . �, � - % � , , " , - - I t � � I ; - I I I . I 11 I . � � � , �� , �_ I . �. . .. . � . . I . � . � I I � I � : ; I I I I � . . 11 .1 I I � . , o I I . I I � I I I . I I I I , I , I I I I � � �, . I" I I � I , I , , . . I � , * 1� '. I I , � , , . � . � : . , � � I I . . � I I . I � . . I 7 . I � I .� � I � I , - I I . � " � - . ,-, � � . I P I I � , � I -_ - - I I . I � . I � � . I . . I . I . . � - I 1. i I 1, � I t I I I I , I �, . - I I - . -1 - I I . I ,w I , � - I � � " I . I It . I . I I � I - I I I . , I . I � I . I - � I .1-1-1_1-1 _ -, 7_ .. r.. -,- , � - - _ . I � I I . % - . i . I I . �� . . . I � I � . . . � . I . . � I I I . � -� I . r ,_ � . I I , , - I I -_1 -,--.,---. - .-I---.--.- �-,-.--�--.-�.�,,�-,--,--�---"�-,-- __., . - :--- -l-,___�_r7__�_ - � ------ - --_-__-__---n__ ...- _ I , I � � - I , I I . ,� I I I --T- __________ - I I . , I I , i 11 I I I - I I . I I ., I � I I . I � I I I I , ,7----- _,�_, -,-------___-_,___ _77 �- - ---- . . I � I I . I . I I . I I . I I I - I � I . I I I . � � . � I I � I , w --- 7-_,"__117__=_!, -17- . - -- 1 ---7-7--7--------- 1 -----------,,,---,--,------��-------�---7------- -�-�.��------.r-------,-----l------:--,:,,, I I - � ., I I I I I I , " , 1. I � � � � 7 i � I . I , , , ,- : 4 ,; � I I I I � � I I '� , , � � � � . . I I I . � � 1. I I � I I I I . I ,._ � � %, I � , , I- I , . � 1, , � .1 � I ;'' , I �� . . � " :, 11 .1, I I � � I . , . : � . I I 1. I , I � I I I " 11 --"----'�------�----,�---.-,---�,------- I I . I ,. p I I I � _� I I � I I � , �,�"; -�;'_ ,�� I I . � I . � I - � t I " I., � I- � , � I I , I � I- I � I � I I , I � , I � , , I - , . . . . I 1. � I � j, . I '' I I � I � I I I . .� . I , I I 1_ I " I I I I I - " I . . I I i ,- 1 I . . " , 0. ., , " 11 -.. , I � � -,- " �'� . I 1�_ � I � , I I -, . I I . . . � I , . �, � I 11 I ,.- I ''� " '_ , I �� , " ,� . .1: � �, I �� I I I I ,� . I . I I I � I I . - I I 11 � 1: , , I . , , � I I ,� , � � , � � � � - :1 " .� " I . ,Z � � � ., ,� - I I I I , . - � � � I I I I . , , e�_ I I 11 I I I I . V I . I � 7 � - . T� I - - . : I . � , � 1� I - I . .. " I - I . '. I I . I . I I � " � - �, , 1. I � I " � - � I . I ., - I I I I 1. - I '. � �, I I . I , - � . 1, � I . I I I � . I � k I 1 4 , �� I I I I I I . . � I . , I . I I I I � I ". 14 I I I � � . � � I . . I � I - I � . - I I � , 11 _ - , . I � I . - I . I � , � �' . � I i ,, I I I I I I I I I I f .1 , ;; I � I I I � I . �, I , �, � � f . .- ql . 1, I � . I " � I , �, � , � ; � , % 11 I :w '. I . g I I . I � �, I I I I 1� , I J , I � � -, . I I � I � � I I I I I . I . � ,# I I . . I � I . � � � � I I I I 1. I I . . . :, t I _ � � � I . . I � ! � I � , : � � � . ; � I I � � - " I ,- � I _� I I � . �, I .: I I ��. � I I I I I I I � � . I I I .1 I . I I I � , 11 I I . I , I I . . � � I � Y . � . � I - , � i : ,, I - 1-1 , � � I " , , , . I � ,, , , ,� Z � I" I - I 11 I - � �, , - , I I I , � � I I � � . � . I - . . � - , . . � � I I �, . ,_ � ; �, . � . I . . I ,l �, _T I . I � I . � � 1, , . , I � I I I . 1, 1�� I I I � � I � I I " I � I � I � . - ,� . I I � I I 1 ; '. . .. I . I � 11 I I ", I I I : I . I I � I I ; , � , , � � � ,,, I I I � � �, I , - '. . I �, . , 4 , . � � I I . . I I � � I 11 I � � I I � .1 I � . � I I I " I �.. � � I � v I . . , , I . I . � � I. � I : I .. � I � . 11 � c '. '. 41. . I . � , I , . , , � : I 1� " . ! . I - I I I I r . � � I 4 � . '. . I I � 11 � I I I 1, . � - I 1 . � . , I .� " ,� � . � ! � I � �% I- . I 11 I .1 . . : � � I �, � 1. �,11_ .� � 4.4 1 � , I I �� T I I z I " 11 . I I �. 1, I � . . - � I � � . . � �� ': .� . , � � I I . . , I - I Z' � ;� 0 1 1 � � I I % , I , I . I I I I i � I '� 4 1 � 11, �, . I , I I . -1 , I .. I Z I t_ I . . ,� I I., I � � *, : ,� I I I I - M I I I 11, � I I I I I 1. I � I - � I , , � , , . 1;� " I . I � .1 . I I . I I I '. I I . I � I '� I , I " I ,� � I I I � � I I 11 � '. � 11 I 11 �, � � . . I � . r I , ; "� I -� '' 1. I . .� : I . I I I "I � . ,1 � , " � � - 114 � - � � � I . I . � . , � I . I . I I I - � I z � t I � i I . . I 1 : , , � I I I � I � I e , , " I I I � �, I - - 11 I I . . I I I I I , 0) . �, . I � I � � � � - I " " , I I I I . - I I I I ,. . �,�, I . . I I � I I I ., I I I t . �, I . I U I � , . , I . I I I I I I . 11 , � I I ; . I , � I ; ; , I � . . 1 I � � I . . I I I . I I I . � I . - . , I I . � � I I I .1 - .1 . � . , I � I I I I I . I , , I I � - � � � " � 1, . r I � � . I I . I I ,f � . � : � � I . � � I . ,I - , , I I , -, . I I � 11 . � I � c M , I I I I . . I � I I I . 1� . I � I ,,, I . � , " , � � I I I � I I . I I � ''I � , I , m', , I I I � , � 1. I - I I � I 1� - 1, I � �, I I UA I I .1 I � - I I f I " � � I . � � I � , _.- I I I I . � ; � 1, I , -.,, - . �1 I , - � I I ., I I I I I I . � I I I . If I I � �. � '. � i , , I I . ; "' � � I I I I " . I � � i I I I I � � � I � � 1: i , ''I � I I I � I � , . "I � -, ; � , -, ,-� I . I . , 1, I "�' I I �, - - " I � 11 I I - � I � , " I I I I I . I . I I . . I I 1. � I . � . , I . - , . " � . � . I I I � . � I I 11 . � � f - . , . I., . 1, . I I i .1 I . I I , . . . 1�1 I �� 1, - -, � � . . I � I 1; , I 11 � 1. - I . I .� 11 I I � I � I I � I . I I I � I I I � .1 . I - I . � I 1. 1� I ,�. � I �;. � . I � . - .1 � _,� . I . , � I I - . . _ I . � I . � I � � - 11 - � � I I L11 , Z Ile � . . I . 1, I I I � � I I I I I �- �., �, � � I �', 11 - � .1 . - . . I . I . I I � . � . I � I . - I . . I � � V . I , � . I . I I I I � � I I I � I I 11 I I .1 , I I 1� $' " I , I .1 � � 11 I . I ,� -1 1: , I I I I I I I I ., � I I I I I I I I . I I d � . �__, 1, ,,I - I . 11 .. 1 � � . I I . I � . -, . . I . � I,, 11� . I I 11 I ". I' I - 1, I I . I . I I f � I I I.. %, , � I I . � I I I . f LL, I U -_ . . I I I I I � _ � � I � . � I 14 I � I � . I � I � WASTEWATER -, . � I � I � � I I � � �, LU I � . �, I :� . . . 11 . , .1 I ,11 11 I ''I I I * - � 11 I � S_ , � f . :, I ''I . '. IL _ .1. � I I 0, . . I N I " . I � . I 11.1 I I I � I - I I ,Z I I � I I L I . �1� I " _��, 1. � ", ., . , , � � 1. . I I . I � I - . .. I . I 1. I I I F I % 'I- - I I 'I'' . I I , � , I ,� I . I I I I -1 � -1. I � � , I I , , � . , , I , , .. . � . . 1. . . I L ; I . 17 "I. I I I I , . I . . ,� I ;1 I I I I - I I I I I I , , I I I I �, � , . � . I I ,1 , . � 11 I � . :,j � � . �- I 1. I I I . � . I � " � � � " I � � . vl 1, I I . � SECTION 1. SCOPE OF WORK 11 ' ' � . I ,� , I I I - I � 11 I I � 4 . ''I 1.� � � I I � � , . . � � I Z < In, . I , , 1,; � � � � 1� 1� . � - : 1, � . � I I . . � � I � I . � , , '' I I I I I �, I - . � ;.. . 11 .11 I I � I I I 11 I I . I ,.,. .. � .� I I - I I : : I � I - . � . . I � � I I I I le I I I I � . &----* T �1_ I I , ,, - I � � .4.3 � $10 . � � . I I ,�, - ' ,�, ' . , . � . ef ' ' I I I .3 1Q ftteii Th4k qtatic'wator'level will be dr n below the bottom of the . ; . . I CertiflogtIon, must be, mode by the Flortdo-registrereO su (,veyor or engineer oc�e iting. , I I I �D �- r-zl _� � er to Water - Potable &I Reclaimed, Section 1.11 - Scope of Work in these Technical , I '. I excavation s? oa M mqintain the undisturbed stot4 of (he no urall soils and alto ,� � ' P � I I , � ' * Pro�islqns. I I I 11 . . �, . ,r � .1 . I . I I ''I . � i � . I , �,, 11 t w the � : - . � . re-sponsiblitity for accuroc' of infigrmation lied on the os -built dtowings Oton wlff� I 11 I �D D u- (J) I � - I � I o '. ,� I I , � placenilOnt o bac I to the required density. The ,de.-- watering system will be installed � . . s Z (Z) Z �u M I I 1, � I I I I I I I . I � . O, m orm 17-604,900 certifying that the ystem depicte om the . I � I I I I L � I I., I I - V is not reduced to the I state 'ent on F.D,E.P. f t ff 3 3 1 - I I � . and Operated to that the gro' n d water lev4l ,outside the excovotioil I , ; � SECTIJON 11. MATERIAL SPECIFICATIONS . I I . t, I - I . - I I - .. I 11 . I I cis-bui4t drawi a nstructed in substan iol conformanc,i� with approved pla l , I . I I I I I .1 I I I . extent, that wo�uld. Odmage or endong�er. adjacent 'stru,ciures or property'. I -1 I I . � � I � 62 Es L<) 9 � � I � I I �_ I I I., I z I'� � . - �C I I- 11 I . _1 � I . I � function -as intended. . � I I .." I I I I � � �: 0 ID (J) I � . I I � ;. : , : � � r � I- I I I I . I � I � I I I . I I I I � I h contractor will furnish oil new materials of the size' and k' 11 � ''I i - 11. I I , , , I . . I . I I I I - . . I i I . . I - I I I I UJ La I=) ind shown on the I I i 1, I " �, . I I . . . I I . I . I I 9 I I I � . � , .1, � , 1 . � Q 11 - - . - I � � , � ca I I � . I = I � � I ' I I � 3.5 PIPE PLACEME - I I I As-builts will be drawn at a scate of 1 inch ' '100 feet., Areas;' rNuIrtrig additional I � - 3',whfch will meet the following specifications or requirements, If t . . I I , NT AND JOIt4TING , I I . �. � I r - d . I dr iril � . . � I � I LLI q 0 s, rowl I . I Pfoe ptocoment will proceed upgrad4 with the t Is of the pipe painting in the Oetail may�be enlarged as neces�ory. Rtghts-of-way, easements, and at lines will be Z id (3 mat!ri9l riot specified on the ngs, the contractor may use any of the types I I sf igo a enc I I I . I I d ction, of. flow. Each pipe will be placed true to Ine nd arode with,ai loser bqom . I . � I I . I list6ld in this specilfication. 1�1 I I I I . .1 I ,�. � I � I I I , �. I ire I I - ot,curotely shown. L61ts, block numbers, and street nom'es, will be included. I I I I � - Z I � I .1 I I I � I . . I I I � I I - I � I � syst'l ' ' -nd in accordance 'With the I - � - . I .. L , � I I , I 1. I � � � I � . I � �ijl,. All pjpe� will be jointed in a professional rr�.onner 0 � . � ! �, � I I I .1 I I �� I i I I 04 . I , I . I I .. . , " , ,. �, � . � . . I I I , �D Z -, Ul I I I , I � I I � . I � I . . mon4fbcturer s instructions. I I I I ,� : . � - .. � � � �, - " . I . , . I I � , . I . I . I :1 - . I I I I - I I I . � � I ,� I I � "I I .1 1. � I � � I I ''I � _. � SECT I I , I ''I � I I I 11 I CCINCP ' � � I I I I . I -_ ION VII'l.: FORCE MAIN VALVES 2aw I - , 1 2.2 ETE STRUCTURES r I ,� I I � I � I . � . . '. I'll �, � � I � . I I r � If � . il I � I , I . IL .. I I � 11� I � I I I I I I I I I . I . .. 1. I I 11, I . I I I . �, . I � I I I . � � I I r. I � I Z __6f`_Te_-�ft in g . I - . � . . � . I I L I . I � 2.2.1 Precast Manhole Precast manholes mWS �Onstrus.te(J. in a�cordance with I I - I It � 1 8.1 GENERAL . I I . I UJ Z ?= , . � , * s I - Pipe ends will be carefully cleaned prior , � I Valves fdr use in force mains must be epoxy cooted� resilient seat gate valves. The I I - - Am( ricbn Society and Manufacturing �AMTM � I � to jointing. Pipe will be. placed either on , � hove 'a , , ' � pecificati6n C478. Concrete will hapd as re 'uired to � r I 5 minimu 28 -day 'i;ompfesst I A a prepared bed of undistOrbed! earth in the bottom of the, ire � � . - .� -11 � W 1Z 11 I M ;ive strength of 4,0 0 PSI. Cement will be.Type It sulfide . I I I 1, I V. fit - the'pipe, or upon a layer of 'property placed bedding material. , I q� � .1 � I � I I I resilient seatin"g su-rface will be bonded to the gaite and will Seal under compression - � - MPUJ I resi� topt. Steel will be minimum Grade 40 and p1q,ced as shown on the drawings. Shop I � I � I I ;_, " I 11 - .. I I �� I - � I I I I . .Without we'dg-Ling or sliding. Air release valves wiR be Model No.�2-SAR-3 as manufactured I d . � I I .� � - . r - I- 1p .�_ � . I -1 .1 � I � � . I I . . I I re _ � I � I . . � � . I - � ; . * . > 9 . ;L I I �, . � � I I I I . � � I r I . . . 1. I � .. . by Empir S�.qcfoltK Company or approved eq u a I.. Air ,release volv9s; will be installed in I Q n ra .In s of manholes and lift station ' et wells will be submitted to the Engineering " I � 6 MATERIAL FOR: BEDDING AND BACKFIL I ' ' ' I L � I I i� I a concrete pit at igh pbl'ints in the main. Re,quirements stated in Potable & Reclaimed ' r I �, Div! A Manager f9r app.roval prior to w I I � LiNG ' , I costing. Chairs for supp6irting reinforcing steel I I � � I .111. 3.6.1 vri§uitq�12 *a erial Wherever ekcavotions of the' tren0 eqpo I itable I I . I e I I � . . will De non -corrosive plastic or stoipless steel. Stonqord manholes will be 4 feet rn 1� 1� ., I 0 and, rock, bouldet�,' stories ' . I Water Section 2,2 ,- Valves Land Valve Boxes (subsections 2.2.1 and 2.2.4) an d Section 5.5 1 1 dia ettr with a wall thickne s � .1, I 1, materials,, such ibft cloy. q ' or Unstable r . I I - -Valves ond Fittings shall ,also be met for force,moin valves, .' � 1� . I I � I < S of 5' for manholes of 6 feet in depth or less and 8" for I I � I mot'ertoll in 1he bottom 0 1 1 1 I I . . � I es � � 11 I I f the tren c u "" S.- ' ' ' � I I I I . I man I � h which, in th inlon of th Inspector, IS � 11 . I ho ; - I � I I I I 11 I �, , I I I � I ", I . I � I I . I �. � . I I - - - L I I I � I unsuitable foundation upon' whtch t up t h e. ptp e . . � � I I . _ deeper than 6 feet. I I port op I . . I - . . I I I I � . I I . I L " . I � ,�, I - . I I I 11� I � . I . 0 toy or S , - . boctfill and expected I- I SECTION IX. LIFT STATIONS , I - I 'r - . � I I , I � I � I I I . . I I I . � I I . 1, I . I I . ; I - . � � ' .� .... to L , I . I .1, I I I I I 1. . I I �� 1 2.2.2 Fiberglass ManUleg. Prefabricated fiberglass manholes manufactured in ocoordar I I I 11 supe�trrip�os'6d loodq,� sioch uns'itable materials will be iempived- to Pth necessary . I ,--,- - 7 I -- - r--- , - -- -- I ce - I I . * . - OF de . I � S, Precast w el constructed in accordance wl t h American � , I I ' A I wiW A�TM s-pecificotion D3753 may be allowed- if approved in advance. �� I I - � I . I r�och_- motedol having aquate ' beorin ' and at d width trench at least equ a I I � Society of Testing and Manufacturing (ASTM) specification C478. Concrete will I I I � ! I I I � . 1. . � I . I I I � � .� �, I � ., . I I , � " 1. I . I I ," 0 tli & m i ' nimum trench width 'ill,ecdoo'T'hC,"e'yspoce created by removal of'this . . I , I minimum 287-doy compre�ssive strength of 4,000 PSI. Cement will be Type It sulfide � I � . � I . 1, � I I I L I - I � I I . . � I I I �� " I � unsui oble� m . . ' . � 2.3 PIPE � I I I � -1 . � ' f, aterial, will . bq backfilted using s�uitoble, bockfill, or beddinq m a t *a I a . � m,o,m I I I . . I I � - I I � I I I � 1. I �, � I eri, s -� I � I I � resistant. Steel will be um Gro;de 40 and placed as'shdwri on the drawings.. Shop � 2.3.1 PVC Pipe p ' and fitti . . specilfled. , . - I . ., , --','- , ,'� I I . . I - I I I � . . � I � I - __ nd Fittinas. OR 3 010 ngs (DR '35� will be monufcc'tured I ,, -1 I I . � . I �, . I . � I � -lift station 'wet wells will be submitted to th6'En�inderinq � 5. PVC� e I 1. I I y. �� I � -�, , , 1. . I 1: 1, I � . � � � drowtirigs of, manholes and . 11 I I . . - � � .i I , I �,,' �, �� I I �. , I t I I r I I I . . e - I 1, I '' I 1: "IM., �� ` I - I " � .", � , .. _� : �, J " �, . I I I ..r I . I I i ' . I r, 5 P. I Ic I � C,3034� DR 35 pipe is acdep able on gravity, , : 1 3 , , �. � . .- I * 0 0 co: S inforcing, steel - in occ9rdonce with A5TM I � - I I - - . I Division Morf' 96r for op royal prior t i sting. Chairs for 'upporting re I - I . � . � I 0 1 � I . . W ' I I - � . I " ,h 0 C4.00tie0ent or less, Pipe will be of the elostomeric gasket , " ill be non -corrosive p, astic' or 416 stainless steel. I . i0t6lIql1ons with a, .dept f 1 . I . �, . 6. 2� '� SU i It able' teriol. Suitable material for Wding and IbO,�Ikfilling will be dr' I PC I I � I I � - . Y, I I I 11 I join tylpe supplied ,in I�ngths of 12.5 feet, Solid wall ribbed PVC pipe with a stiffness . I 11 ciedn riot I sond or'Trovet. The m*oterial will be Placed "ip 6 layers and L comp I I I � r .� . .1 � I . 11. � � � I "I � I , I � I � 1. I .. I I . I . � ,� I I I of 0 p or .g��oter will be considered on a cose-by-cose basis at the discretion of the . . I I I �., using m4chonical compacting equipment, t6 a dry density, equ to.98 perceht i the, - 1 9.2 WET WELL ACCESS COVERS, Alumi'riu s covers will be de S I ried fof'300 P5F live . � � I . ir ined b the Engineering I I . I mo I . load with a r safety factor tIMLe! 3. 11 be equipped with .4 r . r 19 Division Manager. Crit[cal installations, as determi ' density as determined by the standard Proctor compaction test ASTM �, Covers wi * stainless steel - E n 911i, - .al ?9c§l I 7e.111 of fie I . y I I � xi��Utn:'dry ' I I . � I . I . i Divi4iorl Manager, will require use of, poly -lined ductile iron pipe. . . I . - I ,_ etificotl�bn 069%. each layer being compatted to the' required derisity I 't , .hinges and 416 stainless steef tomper-proof fostepers, closed position lock hasp, on'O I I I I I 11 . cl�r I a r o placirig I I I � , � I I - I I ' ' . . , ' . I I . . . I � � I I I I I � I . I We n6t, layer.' The Utilities Oe'partrnent may require ,the density to be ecked,bya I � retractable giip for opening. The' cover"will open to ,90 degrees and lock automatically I I I -1 2.3.2 PVC Pipa, -1 . VC pipe (DR -18) will be manufactured in accordance with AWWA . . licen'36d' l9b.orot6ry at each manhole and pt two points between, manholes as selected by L I in the open - position with a statrifess steel positive locking arm. The r6leos4 will be . � P . . I � _ I . . . 1� � . � � - I I I � I I . � ! I ' I spelification C9001. - a pipe is required for pressure force main installation. Pipe .1. the IntPector. at no cost to'the City. I I I I , I . Made by a stainless steel, ret ase handle, - The cover will be flush with th � ,� � ; I I I I � I I . - � I , � . 0 1 1 1 . I I I 1, I I I I I . � . I - I � � - . . r . I I e top of ,the I � , I � I I . I � I ' . � � I _111. , ,_ , 1� , I � I .. . I frame and rest on a 3 4 -wde Itip around the inside of the frame, The s4e f the cover a a � r will �.e of the elostomeric gasket joint type. Color -coded identification, tape will be I I . I I . . ,� , , , . � I I � I I I � - I ?I 0 , . I % t.r - I I I " I I inst9iled on oil force mains, . . - . . . I . I � It � �. � . ". I . I � . I I . � I . 1 J.7 MANHOLE INSIALLATION '. * 11 �'_ . I will be deterri6ned by Ye wet well size and pump'size,of the pr'ject, . � I " � � , � . I . I � � I � _� I � I � I . I . 0 1 1 1 . . I . 7,11- Base I . � I I , . . . I . � . - I I .. I I (1) L .1 � I I . I . -Unit., Jhe base unit for manholes and wet wells`v�ill be reinforced* concrete . . 1, . I � I . � r I r 1. ' - _. I I � - I - I � � - I I k+_aneQWJJL - r ' . I 11 �, "I f 1. . . I with, a-- monotithfc'olly poured base and bottom riser siectlon'. The bds�e unit wilf be gIdded . 11 I I S. . . . I r. 11 . I I . I k I . I I I I C I I � . _ a- [ran Ductile tron pipe Mil be' cement-li'ned pressure Class . I I before t sewerr pipe ' . I . 0.3 COATING " � � I - I � I � I I . : :� 0 1 � uctile ,he (9 placed to or away from the ,rilonhole. The base unit will e � . - 9.3.1 . T -Lok Liner, The entire, interior wall and top surface at the'wet well will be I I I �. � I . � I . I I I , ' ced in a dry hole. . I I I . I . , I I � I ' er I^" 1. w (etwells ' , I 'pla �, � L I � % I . . I I 1-1 - - 1, I - I I � I : I I lyvinyl chloride lin r cost into the concrete. This liner must be' � �___ - - �-_- - 3- - - � � � � I I . �. .. I I ,� , r A, . I - I � _', ,- .. I a po -_ - I I . I I � � I ,� I � �, r , I * I . I � I . 11 I I . I L �� I : n factUred by.Ameron, Inc., or, approved equal. All joints will be. heat fusion welded a "" � I * . � - � I I . I . . � . I I . ma u 0) � � .,33-2,- 146nhote Channel. Invert, chqnnefs will be constr'�cted, smooth and semicircular. in , - . . - . � I I . � �. . 1� I � I . 1. , , , I * * ection of . I . to ceecitia a woter-�-tiqht Itining. S�ch 11'riffig must be Warranted against defects in I I I '. I t I - I I : I !, 11 I I . : � shope. conform 9 to tm i inside of the adjocent sewer section. Changes in dlr rnoterials o6d workmanshio ,�df 6'period of five years frorn date of installation. > t A . �, � I I 1� . . I I .. I -do r in . as I . ius ,as possible. Change in siz I e and I I - I . � I I � 11 I 11, . I I - I" - I I L - _ -_ . , . 2.4 ME ESS COVERS I . � Row will be main I . � I I 11 � . arge a rod I I I I I I I r k � 1. 4 I I I I L I . � � I I I ` I 0 -_ --- _ _ 2.4.1 Cost Iron. Cast iron manhole covers and * - . Ircide of'channell will be rnade qro 1, Ak A _. I rings Must be traffic load bearing I I 9 I d6olly and Iverity. lovtrt chandels will be formed by - I 1 9.3.2 Exoois4d Pipin E d p i'p, i n 9. pumps, and equipment exposed (o raw sewo I � 0;,�I� � Vi .4". N 114 6 ----To- � � one e 1. I L , Pilots" . M _� �L . Z sirnilor USF No. 225 -AS -ORS having o'n O -Ring seal. Bearing surfaces will be machined . . � Q f, th following methods: fo�rhed directly into poured concrete manhole base, built I I . V6 e pits Ono wet 5 XW b e coated with a two -coat cool tar e exterior cop'Eingn � ,�, I - � I... . � to,proouce ai Jillhk I � :- ,YP with brick ,,and mortar, half tile'set tn,coftrete, oe full se tion of sewe pe I � I � tem with a m4lirrium OFT L of 12-15 mils. Cool tar epoxy will be oleurn 9578 or " I 1. . �� . ,, even.seatiq I � A surface without rocking. Minimum clear opening ,Will be C ir pi I Sys P RIOU, I syt ksI . - . � . I I ''I I � �, I I . 11 . I . � installed through the manhole with "the top half, cut Out. The manhole fl % uipment and pum - "information togs, 'Will not be pointed. , . I , 24 . The word(s SEWER or NITARY SEWER will be cost �nto manhole covers. Manholes I I ,I � ' oor outside of OPP p , I � I � . � I r. - 3irmp(s will be rhade smooth, and will be sloped toward channels. Fr e4'L drop in manholes' . I . . I . I I... 1� I � . 1. 1 .5 "I I 11. . � � I I I � I � ,'I � � I I I I �, _� � : 11 , � tolled in high water areas will be seoted'by a 'method approved by �he,Enqineering - . chon � I . I I � I . I I I �Ivil`vijiofj. I I ""�, . I I I 1. I , , I � �.i fear I inlet invert to to " f fl ' ' ' I . I ''r I I I � I I � "� 11 � P a . . ogr outside the' ' channels �iill not exceed two feet. I " * 9.4 SUBMERSIBLE LIFT PUMPS. Lift stotion'submersiblo pumps will be three-ph6se with Y . . I I I I . � . . I 11 � I . I I � 1. � � I I - . I , I . .minimum soli'di it Pump yoJUte, seal housing, and motor housing will be I I I � I I � I I . � � 11 � . , I � SltondQrd drop monhotos will be c instructe'd wherever free drop exce d t '' � handling copoci y� I I . I . I I .1 I . JO � I e S wo feet. . ,. I . , . I I � . 2.4. in uminum access covers will be designed for 150 PSF` live load and, will 1. . I , � I I I � ''I � I -1 I I 1'� � 1. �: I., I . � I t, 1, � . I . I '. I I I . � I � �e - I - , . � . , I I . � . � I I,.: 11 I I I.. . cost [roil.. FlOrrip imfgIfer wiff be two yon iece cost iron conAtruction. Pump 'shaft I .. I 1, . ZI: I Jottif q.. Pepco$t 0 * "ght and Sealed with plastic - . will be one Piece 4 6 stainless steel wippe wi I __ - U-1pped -withF stainless steel hinges outornot , lock mechanism in the open position. � I m rihote joints must be water it - 4�,q ' - d ith tandem se Is'with 'separate chambers , b ic I - I I I I _' . , I I I I k � e. one, p* 0 1 1 1 1 I I I I I I ctos position lock hasp, and retractable grip for opening. ,-,, � I � . I . pre:- f0ein ed JQInt filter srmilor to Rom- Nek. All joipt areas will be'factory primed. , for each seal. Seats wilt hove ty sten carbide faces with 41P stainless 'steel hordw'ore. . . I . I I I . . I I ; '' r. . I � I I . � I . � I . I I I I . � 11 � I I I . I I I I I I I . . I I ' . . I � I I _�� I . . 1. . . . � Manhole -Itd-010e connections wilt be by f9ctory-supp.lied flexible bootg. I . � . I Seal 'chambers wilt be equipped ,r'4 si to defect ,water intru$Ton. Motors will be - " I I I . I I 1, I I I I r �,, , '' L : I ,,L I . . I 1. I . wi h probe - 1 2.5 COATINGS I I � I . 11 I � I , I � I . . , � � �. , I � 1�x_.. I . 11 I I I I 1. � v 11 . '. � . - I - 1. I % I � . , I . I L , . I 1,;� I . . I � . , � � I . �,� I , " I., I I . � I .�, , - � � .1 . . � . . I , . I 1 "17.4. � Non-Shr, � Gr u t.�, The o6nulor space between the'sewer ploe onj the, op6rilng, I'li the * * �1' . ,ppe st9triless' steel slide . . � � � 11 � . � L 1. , �. . . I I . I I � I v .1 oit-filled with oytomotrc reset over- temperature sensors -mbedde4 in the motor ' I I I � I . �, I I -, V. 1 -2,51 'Epoxy. interior Surfaces of manholes will be coatecl with "a three -coot epoxy . . in a windings. Pu?nps'will be equit ' 'd with a toil sy�tem, 4uol .rail , I . 11 I ' I . . � I � I., " manhole will be,groutealwith non -shrink gro' t to insure a woter-Vght join t � I 1'� . - disc orge " im I ,I I � I I � I J ____ I systern,-L-0-W coot will be of contrasting colors with the rinot coat to be applied in the' - . � . I V . � I type. Thetmp` * h coupling ill be flonged cement7line � I I . - ; I , I ,� " . - - , - � wi , d ductile iron, 4 min uri� � ,. I I I I s. �, I .. I � �� - � : � � " I I I . I I. il , r I , : . I . . , � I . I � I . -1 . " I I . . .- I I I I I I ' ' " I I � � .� ,_ - I I I . � . diameter, olted to th ot well floor by 416 stoinles$ Steel fosten&q. Flanges will I I . I � . I I I I � I I . . i t .. t I I �_ � 1. I � � . I I " - 11 I � I � , I 1. I - I - I � � � I I , . IV. WAf' ' OSSIN - :' ' _' ' , I be m ch1he threaded. wesston-type Ranges will not, be allowed.) Flonqd bolts,' I I I , . ' � I I . r I , - S�CMN � I ; I , I �. , '' � , L ER" NAIN"CIR. GS . I , :.. .11 .. I � 11 . . I I a . . Who � . . I . � 111. I � . �', . I., I I � �, I I � . 1�, - I . I . I . I , I ,,, - I I I � I * T-lok liner is specified the entire wall surface of the I . 9 I 4, . � I � . � : . � . 2.5.2 � T -Lok Liner. _rtz a I � � , 4 IQENERAL � � - 1-1 � 11 I .. - I I I " ' r , I , � � . ,washers, and 'nuts will 4 8 stainless steel. All pipes, enter' 9 or exiting I I . I I I - � � ' ma o e will t I I 11, ' , � 1; :� r ' .. - ' _' di, t , " � I I I tceloN Ihe wet I 11 I � I � I I � I 5-eprotect- - � - 1 14-� ln� oil cases where ie'wer m " cro - ' � w 0( be ' 'Ied in 0 onner th�3t. will prevent water eaksl 'peg I . . I ed with 6 polyvin�4 chloride liner cast irito the concrete. -This I I � � " � si i�aier mains with a m in 6i r s once I I I . I ell, w ,sea m 11 . I ro . I I :, � lineo ust be manufactured by Ameron. fnc, equol. All joints will be heat be "in I I I � 11 I I I I � I I . . _. I � n, clear I und pi � I 1 � I - . I . I . 1. I . , 11 . , � I I tweeii the top of'the sewer'o6d" the boltorn of'th-a water main of less � . 9�' ' . - I I I . . I .r I . I . .than 18" the ' ' I I I . I ,. - 11 .r . ,� � I . fusion welded to create a wotee-tight lining. Such lining rnust'be warranted against 11 . I �': � , 'sewer- main wilt be, constructed of ductile iron pipe� for o distance of ten feet on 'e'ither , I '�� I I I I .5 VALVE PIT. A se crotle valve pit shall be construct�d adjacent th ll to house ' L . " ''I ;, I _ L � . -� I .r I . - . , I def,�ctj in materials and workmanship for a period of five I . I � 1, L. , '. side, of .the P016A. of, ctostin%. _ �, , . . I- - I I -1 I I I 11 4 � . . . I I I I a check valve for eac p, ' ,qate valve for each I . , Instollation. I � - -ye, r I I 1. I . _ , I 1, � I I � I �. . � � � � � ,� "' ' I 9 -pum I P.YMP, and 0646 gale valve for . I � � � I . . I I � � . . I , � I . . I I - L 1_ I I ,01, . I I � I I � � � I I � I . I I ;* 11 � � , � I 1. , I . I I . 11, I I I � I � I � .. I I " -m - I � -r ' . - . I` ;_ f cy pump -out. Ine emergency I include a brass 4 mole , � I I � I , - I I emergen )ump, outlet- will . � r , � . . 1, . . I . I � . , . I , � . I I I . I I I I I , I I I �, , � � , , . � �§GTION V. SERVICE CONNECT104S -1 � I . � -disconnect complete with'cover. The valve qok is to be made. of precast or cost- I I 12 � , � I . I I � I " � . . I . �, - . . I -1 11 e , _� I .. . .1 I I I . .1 I I . . , q 2� 5.3 'pina. Cxpos, I i nt expo I � #_1 GENERAL . I I I � I � 11 I , . uick , Exposed Pi ed piping, umps, and equipme sed to raw sewage in I . . I r . I .1 . . I ,��", , I *� , � � I I 1. . � I �p 1 � � in-' place; concrete with a cost concrete cdver equipped with on aluminum cover �o t Th th I I- L:;) - 1*6 oqh o e 3, vo I v ir P I On . � I I Ctor - ' . , , �, ' I I I '. I I � . I 9 - e , . I � � . �. I I ' I I . I ; _.. I . � I � I I l g oated -with a. twd-Coat cool tar epo ' the, c6htra must .install domm ' manufactured wye �ror�ches cornfatible w 'it h � I. concrete. . I - I � � . . I � I I I � � .1 I . . -1 I I . - I . � L � - . ��, � , � I I � � I I I I - I I I . . � . I exter 0 Coating system with a, minimum OFT of 12-15 mils. Cool tar el; . ' . ' I the material used- � i6 Jha"sewer* main. c'O"' ' . I - I ., .1 I 11 . I . 1; I I I � _. - � - I � . �, � I . I � I _ .. - . I )OXY W11174 ,, � �ere the service line pipinq is of a di ferent I . 1- . �� ''I . . " I . I . I � .' � I ' ' I L � I . I I . .� ., I '� I I I now . - I � ' .1 Rup�.olqurn 957B or approved equal. Equipment and pump information togs will not be � I � moter(61 than the sewer [rain', the fi t (9 a nd transition leces will be 'specialty . I I I I 9,6 CHECK VALVES. Check'volve's will be 06nged with outside' wei ' t Ono [ever, " I 11111111111111111111111111 . I ted. . I � � - f 3 . r cost iron pain. I I I 11 � . .1 - . I I � .1 . � . ,. I �, � Pried for he ,connection of the 'di erent m, otertols an oRp(Oed by, the I �' housing,' 416 stainless steel seat ring, cloppe with neoprene se,oli surTaCQ, ; . I 1.� '. I � I � I - . . . ,-,. I I . � I ,i I . . � ' . I . I � I I _� ,� I I I , I � de * t . , " " I � . I,- Tmu I st be I �_ I � � I , . -r -sealed stuffing box'(Mffl' um size 4 ). Bolts washers, ari'o is will.be 4 1 16 ' � Z . .� � - 1� � I I Utili I es Deportmept; '' -1 � I � . I . I � I I ,.� I I 1� . 11 I ' I "I o � �. 1, L I . . 0: inq7 im , .r n nu I - I . ., � � . , t, , " I _ , - , I L 111111111111111111111111' � I 1. � � ., I I - I :� I I L 1, " � I .. , � I ! � r r �/: 1�' '' L � . , �, � I -1 I I . - Flange d dimensions ' I � � � ' 2.6 MISCELLANEOUS MATERIALS . � , I � . �. , . . 1, I . I I I 11 stornt6ss Steel.- Check valves shall meet AWWA specMication C,�08. dq d en I I I � - os. Man . I I I .1 I I � '' �' I . I I _� I 11 I , I 11 . I � 'II'dJo,.ANSI stan4ord' 816.1 class* 125. . , ,. I I . 11 I � , ? 1 2.6.1 Manhole Ste hole steps are not required except where specified on the I I �ECTJON Vt. FIELD. TE,STING 'Or $E WE R S, '.1 % 1. I I .'. " . . I � L' � I I , . I .will' be dri e I . : " I - I , 5 1 1 1 1 . � e * ' 1, . - 1-1 I I 1. � . I 11 - I , � I I I ,. I . I I I 111� U I d . . . f usl , monholf � " I I I 1. 1. . . I ,,, r � . �. I . . I , r I 11 11 � 1, pId ,,, steps must be fiberglass and cost into�the manhole wall. Steps I 1, .1 'GENERAL *. " � � � . . . _ � � � I . �. I I I I I . I .1 I � I � ' - ' I. . .. I � I i I � � I I '' .1 I 11111" 4e 18 . � I I I �' t* I � � � . � . i � I I I I I .1 , It . i I I � 0 1 1 L ' f "' , mult wide and capable of supporting a 350- pourid.loaO concentrated at th I '' Alt, sewer linel will be subi,qct to a leokqge test of "the di cri i I � Mir imu m''diometer, with Ranged = I . - I center. , , - - s tion of,the City. The 1 9.7 GATE, VALVES. Gote valves' w1l be, resilient se"ated, 4 in . � 1, 11 I I 01, r . I I I i � � in � . , ' I � ion ; heel -'operated, non-irtsing Stepp, epox coated, equ* ble I I I - I I I � � " I A..2 Hardware All nuts, � , � . I I . , -test, mb� be either, on Infiltr exfiltrotibri. or air presslure test as determin0 by I � I I - 1, end% hond vv ipped with, dop I ' . ,, � � . rac the City. The test wilt. be �on&'Cled by and at the se of the contractor in the , � 1. I . 7- Seale d stkiffing bo; I fastener%. Gate'volves will'rn�qt . � � bolts, washers, anchors and b ' keti in�*tde the wet well must , I ,, - � I .. I 11 ;, , . � 11 I I I 4 0114.416 sto'hress stee( , 0 �, � I _. � , ' 1,�, I , I - , _ .r I - I I � I . Spec* Im I I - .. I � . I . . 11, -� I � I � W 1. be a uf from Grade 416 staintess'steel, Bolts'for f6stenin , , I I I - �. presle,nce �)f ,q- City lVi0ectorl - I , I I , , . . ,, � I ., . 0�� I �. a . . Ra � r . 11 I .. - I � � , , I . �A ificotidn C-509. Flanged end d' ensions 'ill ,be drilled to,'ANSI st ndo(d B16.1 . . I I ihsi e �he valve pit may be steel, coated with the specified � I � I � . ,� . � � I , - r . I I - t'. 1. I P "I I I I , 1. ,��, � 1, I I I . . - I I , , - t . - I . I I :. , 1. I.-� ., � I � - ., I I .1 11, - I . I , pliping coating system. ,� . � � 11 1� . � , - .,- � . I � I � I I , ., . 1. I '' 11 . . I ' � 11 I I � � � - � .1 I I . � . I . .. ' " _: . I � r 1. � class 125. 1 . I I "I I � I 1, I I I I I I � 11 I I I I . I I . I ,� IV I I :_ - � I " I 1� I 1 �7 �� I I ;1 � � � - � �k I - I . I . I I pe per mile . I I � � I I � . I . I , I � I . . �, , I . M�xtrhurn ol(owwe- leakage ti 100' galtons" e* r do ' ieir inch diameter: of * ' ,' . I �, I � i . I ". , I - L' ,,� (o 0 � � I I I I I � . .. , � I ,,y p I I � I 1 4 1 , � . , , I SE TION '111. CONSTRUCTION � I � . , I , - 'mum lea Q �e $ exceeded the c'0 , I I . L I I � zl I � I I I � . I I , kof plpd� It the amount Of mo.xl k �� rock6r 'w iA' � %8 CbNIROL PANEL. The control porlet enclosurp'will be.316 stR:irifess steel. NEMA 0 ' . 1, I I I , � I 1 3.1 �OVATION AND GRADE OF SEWERS I I , I I � , I I es'sair y, rep airs and schedule ' orti make the . I � � , � � . � ,_ . The ml -M , side dimensions, `8 ill be ,, , � L. I I I �, - , � . , ' � I I A4C , a re:-te�t- * cc ep t a t� le melhods repairin§ leok4 ore' by � tot4d. Intmu in i 'will'be 30 'w )( 36 h x d. The door wJ I - �, � " � , , - . I , I , . . The line and the grade of the sewer, as well as the ldc . � I I I � Oxco,votloq 6r b ' n e - ' r ' ' ' - 1. I I . eqL '' I � . . I I I ,� 1 I . .. - . ation, of rrionholes, servrces I . I " I � grouVing by a' xpe enc.ed, contractor. ', , .� � . -11 . Opped with o three-point latching s te'm with 'hasp ond,stople.for locklin Th ' I I I I I . � I . � � I 1, i I � I I � , . I I I I I I � " � . ' and all other appurtenances, will be as shown on the drawings, The grade ,line as given I I I I � t'. I .1 1: , - . � 1.11, I _ , � I I_ 'I, �_ - , , � " . - I I , . " I 11 _� 1�� li � __ . . �q ipp * ' with cl - f '' it 1� �_ � . 'I, 0. , ! " - - , . , , _., I. I . � 14 1 , � enclosure will a 11 I I _�. I I . ' � . '#� . ' I I I � be u' d with on olu inum dead fi�ont'rnrier ut%uts, 'a' I., . I ,� LU IV, , - on the drawings, indicates the grade of the invert of the sewer pi'pe. I 1. � Alt OR 35 PVC sew 6r` lines will o'deflettion testing. Deflection � I I 1); elgsel t hour an on '� n "' r, five �11 -1 , I I . � ,� . I , I I also b Ub,�8t I . r I I , circuit breok,dr, tim e meter non -r se e '�tentlh hoo - d�Alits . 11 � �, I t .. I . I : I I . -7 1 1 1 . testing,will �q Oerformeo o mini f 10S days oltee backfilli'nJ and compaction is I one each duplex 112 VIOC convenience ouU otktedl�; hand- off- automatic I 0, , I . � . , ". . � � I I .. . I ' . mpm 0 ' * I . " I 1 3.2 MATERIAL HANDLING I I I I - 1; .1 ' . . I " I . I � 6 . I � . � - I 9wi, ' - I , I I . . I I I I . � . dompleted,' r1or to placing 0 m6teriol 'the City will supplf, t6, the cbntioctor a , I � :1 . itch for each pUmpA, run'll?t for ,each vmp red); one trIp'light for each pump . .I - '' � � � I . � I I I 'llowihq G riia'trnum - I � . � ) � . 3.2.1 Precautions. Every precaution will be taken 0 * * � I I mon et a x ection o��7.57*. The contrqit or must suppiy rope and will� , 0 contr Iled by 0 one �ump ,shut-off one lead . p ' turn- on. ' I T f., � � . pipe and piping .- I �( (18"f! (om . I, Oats, . .�. .1 I to prevqnt injury t . _, ber). 'Pumgi will b et Z071'ei 0, � � 9 T-Flois crur-in- ronsp 1. I I do , I � I 1, " 1: . � r I % � I I . I I I uli'np .. . 11 1. .. . - mo OP ortation and delivery to'. the work site. Under no condition wrill I >oss,the.,mondFet through all sections of Orpe In the. presence of a City Inspector. if �. 060 tog Wrip, turn -on, one lit lh"level cilorrii. Con Irol volto e wll( be 1120vioc, Floats w,ilt " - ; . � � � - t � I . . . . - � 1 I "�' I �4 _P011 - - � I t I � � � . � . � � I . , � - I � , � . . _ 'PerbI d �, . L I � I 'I lo -o section of p- d - fl ec t ion wil be c6rrected a ri�d . � . . s QL-o pro,�.ed with all welg�, 9 encop 'fate ."W9tor . 'starters will b , ' I � . I i . P, pe , bump . Id, or drogged.: . ., � I . I I . il �he 'mod ,es, riot poso throu h I I � iT;, and switche �Su �, e � � i . � 1, .11 � . . I . . I � I � . � L I - I I 11 . � � 9 I �, �, ,,,, ., 1�4 .1 ( , 11 . I . I � . I ill be ra,liested after b ckfilltng ' Thq mandrel will be I � � c I I 1, I NEMA-7rated with thrie-leg protection, TaCture . . I I 1, " , . I ,the line' w' I and , C o 4(01� t I O!� . monu d by Allen-Bradley, General I '1� r I I � fr d' . I 1. I � I % I fl� . . �� , , - . --� - -6 ' I ' I � . I "I I � I L p . , I I . . . . . ki Ste r n L r , , ' I I" I V, � . , - 3 . .2.2 Domaqed k4citeri6is. If in the transportation, unloodinq or hondlin - returhi�J.to the�,IJQJtles Oepor�mek u 'or) tompret'on 0 OflectiQn testin ' lectr'(�, Sqddira--�D, or Fvrnopf'El ofrlc.� i ator for lead/lo§ pump, controls'will be ", ., I , 11 . - U---- I �, I � � �, . 11, I- I . , , ,_1 . I I � 11 I � � � � 11 I . :� ';, , . I � ''Ll . t � � I � 1. I � 1�(,_ � I.. � I .1 , L � I 1. ny7 be rejected and removed from I I - ;� � " I �. 1. I .1 11 " . � � � - plo omage 91 t I I � 11 I . I � - - � � , Ble _ Al . e r fitting ig d, it wif, tffe'site. I . I I I � I . � I " � , 91 1 1 1 vr6as, El6ctrlo Model No. 47A , GAF,,Ctrcuit breakers, will Oe molded case as ufactured I , ' � I I I I I I I I �. � ', A . I I I � .. - , I � . � ., 1. I I I I ' . : I - � I I . -11 -1 li�, I �, I I I , I I 11 I ,� in struct e will be 'elim . I I � I L .� , :,� � I 11 � I ' . I 0� . . r , I I I ,� I , I 6AJ , ml�'ibte Leaks. 'All 'visible leak 9 i . I � ur '3 11"i , 1�' 1� I " 1,fiated' reg6rdless..,of I . I I I L , .by�G norol. Electric, Square -D,, Or Westin8hduse- Alt, pilot' devices (switches, r6 � I � �� ; 1 12.3 Storocie. Pipe f' ' . V of�M5_*. � I � � I I I I t- I I d. I . I . 1, � ... . - ITO X � � � I I . ittings a I drocipp I I � �'. i _1 I � . I I . 1� I , I I I � I � - . . I � I : ,�, � 11 I � , - Ph 9 wJIJ be manu �' , � '_ r" � I I . - nd Specials will be stored in a man - � � I ''I lhi� . I - . . �� . I , , foctured bi General ectric, Sqy&e-D, Fu(nos,, Electric, or ner which will assure. . , 11 -1 I ;1 � . .� � - �:, I -t*, , ,� i I _ I I �. t �� I ,! I �� I � . 11 I � � 1, " I I 1. ,-'.' , .. 11 'j, -7 _ ". '' , I r, , , %.�, I .1 � I . � 11 I I I I � I � I . --tFo-n -oloteriol from damage and which will keep it clean, ' I � I I , I � - I I '' I � ,� :, -� t � 1. I I _ � . , es * d with an emergency generator recetoec�, � � , the 'p�r6tec of the r I '' , , '. . tinq,house. The control panel N be ejuippe , I I I I r., 9 1 1 � - � '". -, L� � ; I � I . 0 1 � � I , , ' '. . I � � I � I . � .jiJI I � . * t � I . . _____ - ' ' ' �� . 11 � 01 11 : 16J.2� �,Tel'dvised'lhsoection. Television inspiebtlon rnu3t 6e, -pr Wed 6y 'the' ' and emergeficy,moin circu.�t Orooker.wit.h ock-out from the � no(mqf oin breaker.' P . � . 4 a. - 3 TRE,NC .1 � I �� .1 I � 11 �� I %V eo cassette re ovi I dontract,or. ' ' , . I � . I �". I I 11 I I � I." I , � - A the* inspection' With or) 'o�dibte' Je1c,ri` Van'& the runi, I size, and voltage roti ' d b City pe(jsonnel when s op, drd�,fiqs ore 4 . 1 3 H EXCAVATION, SHORING, AND SHEETING � 1, f . � . . . I I . I .� 0 py s e rv. I wil, be d,4terimine rc , L' .. I riches. Se I � � I I I � ___ - To -ra d i . , - � I . � cludiri '�ctlon a 16 ice � submitted for review. ' I - I � I in I . . w * I I I I its dtr t iP. ion a , 1 . I I . � cloy round rod will be dir"ven into, he,,you'nd; 1 I 3 . I- Tr e er trenches will not be opened in advance of the placing of the I . a ion. the location, on'd desce"t' � fig 60 -foot coppef I I ' r li - 1 4 .1 � � I . . sew . � . r r loterol6i,� and o'descript n 'a any defect or,cibnorrKolity. must be included, A leakage I � I 1. I C ' � I COSJ w, ,ce greater than that required to insto * I I I 1, I I w�ll Stan 10 11 the sewer pipe. in no I adjacent to the control ponet to ground the e,.?Iectrt; ol'systern, Grounding wire w be , I I � I I I . I ', � � I I _� " .1 . . I . - I 14 e ench ahead of the sewer pipe exceed 25 feet. Backfil in the I � will .not- be-'requfr4 ,,, 6n un3. which have, 0een vised and* show, no efects. , . I I Cad welded to h' ground'rod. 11 I I I 1� '' 11 . � . , it I pipe ,� tlest r tele- d I - A I � I � I . I � � � � � I I I , I � I � I I � 0 I I I 1� , � . I . 11 I I r, � I �,a � I . ,_ I I I I . I . � � I I I 11 I. I �, . . 1. .; � I �r �� . � I 1. I 11 � �11 , I I I I I I I , ., I . I � I I . � . . . . I , _ - � I I I � � . �, � - � I ; - �� . . I � I zon I be accomplished immediately after, jorh(trig the pipe to prevent movement, � . � I % I I I I � � 90 I I I . I � , . , I I I I � . I I I.., _t p � I 11-1. . . I '. . I I ,. I , - Pressure ' imed, w� er, mains" will be hydrostatic lly I � I f b f ' - , 13.3.2 Shorina. Shpoffrin- rin . I � I 11 . . , 6-11-3, Igstin orce mains and r4clai f I '� I I � I . A �orlo le reqyency drive control (Vt�D) i s required for each lift station with pumps .1 ��, . . braled when The excov6ti'oo m' ' I . - � a Itteo. ,at a p F50 psi , will fristall air e a . � " I . 25 HIP or greater. VFDs will bO pulse width mddufQted,(PWM) type wit llowfriig I . , . Ffeces, d acing of FsrovnG002. ust be sheeted and' - ' L te , I for one hour. The c , r I tefs I � Of . h the fo I - I . )rotlect a I � e � � I 0 sary-to prevent, cdve-in durinq excovotiqn in unstable material or to. rfoelsr6erfolevinq a i'r prior ,to testing. Th m r lowobte IeokaJ'e ,of Water sle feotures4- constant torque,- 460V primiary, 460v secondar- three-phose. .output 11 �� I I f dja I I � . . I . . e m 1. � . . , . � , � I �� I I p e.r thousand fe0t,, of Pipe Is as Indicated op-- tb,o fail e`11 � � ", - - c s; 4' to 20 mode sp 01 olpho/numertc display , 1. 1� .cent structure, property, workers, and the public. The sheeting. wit be � I I 0" ""a t'�) ?a,d! Ohz); built-rn self-dlaqdo�tt ' �1117) I I I , I O�Im6m al . f 9 - mai6to[ned in place until the pipe or structure has been . . I I I I I I I ". I I � 1. � I I I ., � I . � � 11 oyvrng tobt, i , " . i� �, I � � . . I I I , ' 0l, , , I 44 Z Z ". vo . faced and backfilled. Shoring I I I � 1, I �, . I ''. , I t 1_', I � - I I I I �_ I --�temperol . loom .0*& I I I I I I i " , . I I I I I . , . I I I . �, L . �status indicators for_power, run, over-curfent, over-viDItage, ovqr - t u r 4;' and . I 0 and sheeting will be removed, as the backfillinq is done, Pn` a manner that will not I '. I . � . .. . � '. � . . 11 � � .1 -, " �., � I . I I % I I I I I � , I � ' I � 11 I � I �,IZIE . I . , � ALL WA'BLE LEAKAGE " I I automatic re-3tort. the vorTable'frequency drive, must be moriuf ctured in the U.S.A-. . . damage the pipe or structure or permit voids in the backfill. All sheeting. shoring ,, r, � " � , I � ,; I I � I I I � � I , I` .. . � . I I � I . � � . I . I I ., � - � � 1i q � I � � � W Q , , I � r " I I - I � I . I - � - . I . I � -1 I I - i 1�� r, � - I I to �� 1�1 . , ., , 'I, I I I - � I ; I . 13 Hour I � I . � - � : � I I 11 r � - I ", � . , :, � , 4 � � . "w"m I - - I , , � I . � .., at$ . I I � 11 . . . I . I I I � - �,; , 1 I i� �" I I � � 1". I � I I w . ' ose' I' eloy, over -voltage , . � , I .1 wo.00 (0, I I � I � , , , . I : Each lift - station will be e * Tss r ' ",,Of excavations will conform to the safety requirements of the Federal Stote, - I � . a 0.% G,allo6s/,HoQr quipped with the following: ?h I � . brogin ., and 0 Y Gallons/ or loco * t stringent of these require ent I " I I � � .. I � 11 I I . . ,�, � �. , o�l I _, I I 1. r � . I I 11 � I I - 'a i I �. I 11. r I < ;Z _� A public agency having jurisdiction, The mos �n 3 � I � '. 1� "I 1. . '1� �i 0.74 Colf,brisZ , ' � I r'eldy, urfder, voltage relay. �och relay "will, hove its ,own t ic I t9r tight. I - .1 � � wowwa , � � I I � I . I , � I I . � � . I I I 1, 1. � I I � . I I . I I . I I . . . I . I I . , I I . I � I I I I I I . 1. � I I � I � 11 . I � � I I I I � , I . I � I I will opply. I � 11 11 � I 1, I J� � ., , . W 'r �, 11 _ I I ''I � I 1'�� . % � - . I Hour , " I . � I I I I I � I . � . I � A 0 - I I . . � . I I . �- :C > < � . I I � I � #4 I . : � I I - � 10 9� , Goltons/Hour ' : , I � , � . I , � . . -t, � _ , , ,� � :1 � I . -1 � . I : I . .. 7 , 4 . 19.9 CONDUIT. Each pwmp power cable v t fe om the I - � I I I . . I I - I � � I I I I � *Am"* I � I . I I ., � , I � I . . � I . . . � . � I . - L I 1 3.4 . . � � � . -1 I I I � . � I I . I . 18ot . � I , � 1*1 I r � I , 1B Gallonti/fiour . . - , I I _Vill be instq!fed through, a seporot4'�ondui' � '��; I .1 � I I � , I . I 11 I 4 - I * I I . . I I , , I . I , � I . I . . . � I CONTROL OF WATER I . . 2 1 1 1 . ,11-a4l Gallons/Hour � , � I wet� ell to':the c ntrol p6hel. An additional conduit will accommodate floot wires I . � � I .. I . 1� , I � I . I � . lw 0 � , � �. �� I �, I .1 I ., ,, , - . , . " '. .- - � L , r I I It r I , . # . 3.4 1 __ t.quipment. The contraclor will furnish, install Ono operate all necessary , . .1 . � - I � . " �, I . . I I I I I - . I I S 0 0 - � � � 1� - � % .�, � I r . . � I ',�Z - . � , , I � . I � I I I 'I, I � I I I I � ", L eporote from pump wiring. A 'co'nduits will be seated at Vie control poriel by use of I -, � 13 � I . . . � , " I I I ' ' � � � - - 0 . � �� -1 ." I �_ I I . . � , I - I I r ma�'plriery, appliances and equipment to keep the L 1 , ., . I 7 I b * I a e�covotfons reasonably free from water I .. I ': - I . ' I I . I I., I i�l I L. , . I � �, � I I � I , I I 11 I I � I �, � ; � , will be Sch.edule 40 o(vQnized,, buried conduit will be . . I I I ! - . . I � I � . . I *I 1, . I 11 � I , I � I ,_ � r � duriog I truction, The contractorwIt de -water and dispose of the water so as not to , I � , I .1 SECTION VIL AS-13UILT,DRAWNGS ,, , ' - . . ,� I I ,� I I .1 -, , I � I I �_ I � I I : � chedule 40 VC. . I . 11 .- - � 1. � , , I I . I �, 0- , ,c9n$ i . 7� 1 � I I � r � � I . ,griduit seats, Exposed conduit I . 9 . . I I I UJ I c pri t erty or to cause a � 1 7.1- GENERAL � I I . ,�. I . I � � 1� . � I I I I 1�. -, I I I . - . � . I ?, , , - . I � I I �, I - � i . I �e � � , I I I I . . I t � I --d I I --- I I . � : I I � � t I I � - . 11 I r . � I I I nuisance or a menace to the ' � _'. I A �, , � . I I L I I I L_ � � � . _,�. . � . If t I I I .1 ,� t � 03 it " �' ' - L .1 I � I . I . � I ' I 1. I . I . . 1, � . .41 1 , I - . � I . I � I . . I I � �. ,,, I I � � au c. 'Teryc on tractor wi o1v 'mes hove on hand sufficient purnping, equipment ond I I , ity. The , , , I I : , . 1, I 11 � , I , ill , pub, , I] t oil ti As-b'uilt drowingti ore required for olt'systems to, be acce t I , I . I � � �_ . f� e,J b tbe, C � . I . ; � � � I , � " I � I , �, � . 11 . � � �, . I � I ' . . , i Ing condition for all ordinary emergencies and will have avo4oble I , ,engineer will provfd6 one reproducible print or computer dtske e on � three signed I � I - 1� � � . � - I � � I I I I . �. '. . . 1� 1, � I h 11 1� ... , " � Mac inery in good worki I Ot (Ill times competent human resourc * L .. seciled bfue�-Iine pirtints to the Util-it and I I � �, I I I I � I " I '�, 11 _1 ,-, r - 11 � - . � I I . . I � . � I . � I . � ,es, for the operation of the pumping equipment. The I 11 - i a ?eportme0t. The as-builts'Must include the . I I � I I I . " I I I I I I , I I . I � ; I 11 . I , I 1�1 7, � 11 �� , I . -1 I I- � � , r . � ., . � I . I I - I ,� , .1 . � I I I I � �. I , I � � I � 1� . I * r 0 . . I I I I . � . � � . � I . � : .� I I . 1, I I 1. I , . 4 : 1, � . . � I . I I ,� I I t I . � de-yvatering system will not be shut down between shifts. on holidays or on weekends, or 1� � . location,of'the wye bronch, the en r trie, Sewer s' 6 ' ' a referenced to the'next . I � r I � I � I I I �,� . durisig 4ork sto . �� : I L I I I 1. I � rvic, � I r I I . I I � � I �, . �� I � � 1-1 .1 ,_ 11- 11 . I , L I I � � �4�les. . I 11 1. � I I I , ., I I . . I - I I I I � � 11. . I I � I . 1. I �. " .1 � . I I I I I I ' 1� I � . � . . I I I � I t . I r I � downstrearri mantiote of each. run. Ahe offset Qf the ,&rld of the Service refere'nced from the I I . I � I I I . L � I I � I i I Th . I I I 11, ' ' ' . I . I I I I I � - . � .1 I I .� � r I �,�, 1 _13 � e control of grqpnq %oter must be sych toot softening of the ,, - I . I centerline, of the main sew pipe, and the depth at the end of the service. Elevations I I . 11 I I . � �. . - � I . . 11 I I I , a, � t 0 ex e or formation of 'quick onclitions or I I I �� 1, I I 1� � � . . � �. I I � I I . � I I I I � . . � ,k t I I 1, I � I . � . 1. � . � . � I � I � : I c - I of the ,top (rimy and Pi e 994 rts I , I . I � - I . I I 1. '. I boils' will be prevented. . I � . . , Inve a t each manhole and, the length' of,each. run of 'i e are I L . � �L .1 I I I .11 I- � .i I � � I � � I I i, . I I.L . , I .11 : � imm I I � � . I . � I � I I I I I � , � r I , � � . , � 11 I : I � De-wo erigg systems will be designed Ono operated so as to prevent the removal of the* . I �, required: on the 'os -bull s If the as-builts were f repore'd � by on AutoCad (verstion I I , I I- I I � I I n I I i �11 I let 0, L I I I , I . I I I I I - I .11 . . � I r . '. � . ot4rol soils. The City is not responsible for Obtaining de -watering permits, I . compatible program 'or D X f, diskette with hot rite will b e 1V � � ,I I . I � - . 1, � I f I � � - .1 1� 14 1 . C 9 1 1 - - �� I I 11 � .� ... . I � 1. ,e provided to th City, . I I I 11 I � I � � . I . ". . I : I I , �, � I . . . I - I , I � ., � . r . I , . I � , � I I � I I I � � ' I I I I I I �, il I 1� I , 11 I I - I . - - I I I; � . � I - I . I I I � - I I I � 11 . � I .� 1, I . " I L ; I I I I � I . . f I . 11 T . I � I I I I � I I .1 � . I - � I 11 I I I I . I I � - I � I 11 . � I � � , , , � . - - I I 11 - . � � I . I �� . � � I - I I " � r I I . , � I I �', , �,� '. 1, . I I . I � � - , �. , d L I � � 11 I � I . I I . . I _, 1� I - I , �, I , I .1 , I I I I I I . . I � , I I I , I I , I I I I I � . . I I � L �, 1� � I . I I I I I 1, I : � I � I I I I I � I ': A I I . I . I , i . � I �t, � .� � I " � . . I � I I 11 . � I � � I - - " � 1� , I I �1. I I � I � i . I r, I - , "', , 11 , � I I I � _ � . � - �, I I I 11 . I I .. . . � � I I � . - -1 I � 1. I r I r I � I .1. I I I . I �_ . . � I . I . . I I � - � I I I - �� - �, � ": . 1. � - . � �'. .11 I I I I I . � I I I I -1 , , I. �-� . I .. � . I ,� . � I 11:1 � , , � I I I �, _� � . I �1� , � 11 �, I I � " I "I I I I I I 11 I - I '. 1. I I � I . . I "I I I : I . 11 � � I r I I , , I I I - I � . � I I , - . I � " . I -1 . � . . . I 11 , � . I , I � I . �, . I � I . . 3HEET11 of 1.3 , _; I 11 . �, I . I � I . I r Z I 1. I I � . .- .1 . . I I � . � I 11 , � I I � I I I I . - - x I I " .. I i 11 � I I I I _ . I "I . I � . ., I I I - I . �' . �,'_ �� I I I I I I . , 1, I . 11 I 1. I . I I C I I . I I I - I - I , I I I I - . I I- I 1. � . I , I L I � 1, I 0 1 � � �:, I � I I I - ,� . " I � 11 I I I � r I � � r I � .. -1 11 I 1. � I �11 - . � 11 I . � . ii . : I I I . I ,� _..,__,.._,__.._,_. I 'I, - I. . , I I � � �, . . I � ,� _� � I r, I 11 �. I � 11 I r � I ' . I � 11 � . I . I - 1. I I I _. � � - � t . I �, - I 0 1 .4 K - , 5-. 1 - I "" ,S4 1 , I M I ntI _�, �71 �q fd 1� >1! Z F1101.1, �j' 4--1 1 ca I I I 1 :�4 0 W. 10 1^ U11 0.1 � I T ' " �en fl( xcavo �tpw, P�e Or i ) systetrfns ___________ ------ ______.._________� . . I � I I 11' � I I . . . $ , I I ,.". I ___._______"____1-__-_-- ------ ________ ----.----.--�--'-'--7------'-'----,--'�-�-r--'I � r I � � I I I I . � I . I - . � . . ! I . � ; , -, i ., . . I � I L . I 1: I I . I I � I . I . ' I r . �, I I � � - � - " -, , 11 . I � I - I - � I - - _,7___,__-__' --- � _ I - I ____ � � - � I � I I I . I , 11 . I I - , . I I ., � . - � A . : � . I I I � . I I I I � I I I . I __ __ . _-.._-_.-__,_________r� % � : � - I . � . I � . -1 1 2 1 . . � � � . I I � . q . ,- ---�--,---�-----�-�-,--.-----.�----.---�-- I I � I I � I " I --------r,-�------------�-------�-----�---------,--.--,-. _��________,�'___ . I � . I I '� , - , , -.-,--. _7 - I 1, I I I I , , 1 ! P I ! N - � . - 1 1 1 v ____ - I - - -.,-- -, ,--.-- --- - -- - _-__ ___- -- - -,------ � -_ __1 - -_ --- -_-_-- -,-- , - - : - 11 . . I I I I � I � . . r I , , 7 I . I I � � 0 ' -_ � 'L - � � . - - I - I I . - F - I I � " r . I . I I __J . I I I � 1� . I I , . I I . 9 L' I 1. . I ,� � I I I . 9 � 1 9 1 1 , , , . , � I . � I - . - � � - 1! . I � 9 � � - - I I , . I . I - � . I I � . . - I I I � . I I , I . !� I . �, I � , I I . I 1 9 . � , I I I I . I . I I � i I . . I I . , . . , I �, � . I I � 1, � I I �, � I I . . - . . I � I � I I . I I I - I , . � . , - I I . � 9 . J , - I � - . I I . I I . I � I f � � I 1� � I � 1 9 ,I - 11 . I . " I I � I I . � � . " - I . I . . I t .� I , r �, � , I . I , - - , . , , - � . . I � I I I . � I � I I . . r � I I - 9 1 9 . � � , - I I F I I I �, � . � , . t , -, , - � - I I , � - 9 . 11 . I I � . I I . � � I , � , � .. , � - � . . I I I I � . � � � I I . I . � , . , I I 1, i . I I k I . . . i I 1� I � 11 , . I , I � � I . I r � I I � I I I I I I I , 9 . . I � . I . I I � I I I L � 9 1 � I I : - I I , , , . I ., , . , �1 , , I � � I � I � I . I � I I � . I I � , � I I I I " � . I , 1, I . I . I 9 . 9 '�, � . . I . I I � . � I I I I � , � � I � I r � I r � � � .. . . I � I . I � . 9 1 � . 9 1 . I I , , I I I I � . I A I I I - - . I . � � ; . I � � I I . � "I I I . I , � I . . � 9 9 1 1 1 1 1 1 1 1 1 I 19- . . . - Ilc� HEADER t00' RLGHT-OF-W YIld 1, LANDSCAPING EXCEPT GRASS AND GROUNID COVER, 6 EACE CURB ( A ) II v y MUST NOT BE LOCATED CLOSER THAN 3 FEET FROM _ �� ._. _� _ -� - � - - - - =�. -s: _ ..�. � � � _ THE EDGE OF AN ACCESSWAY THAT INTERSECTS __ ro .,.� � � � � -� 7MICR - „ ��_�.��w. �:�,�- w 12 V,G.P• •�-, - A. PUBUC RIGHT OF WAY. 6HEApER CU{?pPES BS (TVP} R A A HA G ASSCREBHPdVtttlil AGRS 2. ALL DISTURBED A E S SH LL VE R X SE.E P T LE SEtvA EDULE SAel PALM (T`!P�LN OAK (TVP)tiva1El� �aLVE G' ►►►�� vEGETAT70N ESTABLISHED PRIOR TO THE FINAL ___ FOX 5EE PLANT SCHE ULE SEf PLANT SCHEDULE ECTION FOR THE C _RTIFICATE OF OCCUPANCY. FIRE HYDRANT -- - INS ___ t �___ _SVTOS CONRET WIFRLItvE --� i __-__ _ -�� 3. ALL PNON PAVED AREAS SHALL BE SODDED UNLESS OTHERWISE' NOTED, _ = snow-mws_ `�`-- mm._ _tea_ ammw_ - `� - -- - �` a�.c 4 NNW al IRRIGATION SHALL BE BY AN AUTOMATIC SPRINKLER -_ -- - - WOODEN POWER- 4 SYSTEM WATER SOURCE WILL BE FROM REUSE 'NATER, & LIGHT POLE i1 52.96 I - 0 1 'NATEI VA VE p � ff LIVE OAK (TYP)0 SEE PLANT SCkEDUI.EI 1 I f I SOUTHERN BELL BOY ❑ I �I 1 CREPE MYRTLE (TrP) 0 = f{ SEE PLANT SCHEDULE ., uI r fj I J f 1' X 1' CONCRETE I POWER POLE 1 { PROPERTY LINE-_ f �I a z ' c 0 20 40 80 \eJ SCALE: 1' 40' 8911 COUNTY, FLORIDA 40K FARTKULAfRLY DESCR+.BLD AS fOL 0' f BOULEVARD. A 100.00 FOOT RIGHT OF 'kAY, AS DESCRIBED IN OFFK RECORDS BOOK 3057 AT PALE 445 OF TV(E PUBUC RECORDS OF COUNTY, FLORIDA BEING A POINT ON THE ARC Of A CURVE CINCA T THE SOUTHEAST faVVING A RADIUS OF 25.00 FEET, SATO POINT BEARS N OO 32'40' E FROM THE RADIUS PONT OF SATO CURVE; THENCE S 8927'20` E, ALONG SA$O SOUTH RIGHT OF AIAY, 424.38 FEET; E ;. S 00'32'40' W. 300.00 FEET; THENCE N 89'27'20` W, 439.78 FEET A POINT ON THE EAST RIGHT OF WAY 'LINE OfP. TO A FOOT RIGHT OF 'WAY AS DESCRIBED iN 305 AT FACE 447 OF THE PUBLIC RECORDS OF ,FLORIDA POINT ON THE ARC OF A CURVE CONCAVE TO TTiE EAST HAVING A 102000 FEET; SAID POINT BEARS S $448'36' FROW THE RADIUS PO Of SAO CURVE; THENCE NORTHERLY, ,ALONG SA�Ij EAST R10m I OF VrT THE ARC Of SAID CURVE THROUGH A CENTRAL A�GL OF 04'20'30 , 77 FLET TO A POINT OF TANGENCY; THENCE N OO5q 54� W, ALONG SANT EAS RIGHT OF WAY, 197 33 FEET TO A POINT Of CUNI'VATURE OF A CURVE TO E RIGHT HAVING A RAO" Of 25.00 FEET ALSI�O BEING THE FIRST DESCRIBED CURVE; THENCE NORTHEASTERLY, ALONG GAqf` SOUTHERLY RIGHT OF WAY OF SAO CENTRAL 6%l>lPD AND THE ARC Cf SND CURVE THROUGH A CENT ANCEE OF 91'23 34 fl 39.88 FEET TO THE POINT OF BEGINNING. G BRE ARD COUNTY, FLORIDA MORE P.ART1CU"f tY t7ESCR19ED AS FOLLOWS: BOULEVARD, A 10000 FOOT RK;HT OF WAY, AS DESCRIBED IN OfFK1AL yQ RECORDS 9009 3057 AT PACS 445 OF THE PUBLIC RECORDS OF BRIENARO COUNTY, FLORIDA BEING A POINT ON THE ARC OF A CURVE CONCAVE TO THE O SOUTHEAST HAVING A RADIUS OF 2500 FEET, SA,IO POINT BEARS N W32'40 E FRGS/ THE RADIUS POINT OF SA14 QUPVE; THENCE S 89'27'20' E. ALONG SAID SOUTH RIGHT CE WAY, 424.38 FEET TO THE p POINT OF BEGINNING; THENCE CONTINUES 27'24` E. ALONG SAID SOUTH RIGHT Of 'Il 142,14 FEET TO A POINT O THE WEST LINE OF THAT PARCEL OESCRISED IN OFFICIAL RECORDS K 3902 AT FACE 3776 Of THE PUBLIC RECORDS Of 8MARD COUNTY, FLORIDA; TVV4C E � 3r22'12' E, ALONG SANS WEST LINE$ 380 26 FEET; THIEKE N 89'27 20 W, 375.80 FEET; THENCE N OUP 32 40" E, 300.00 FEET TO THE POINT OF BEGINNING, BREVARO COUNTY, FLORIDA MORE FARTICULARLY LPESCR18LD AS FOLLOWS: BOULEI$ARO. A 10000 FOOT RIGHT OF WAY, AS DESCRIBED IN OFFICIAL RECORDS ROOK 3057 AT PAGE 445 OF THE PUKIC RECORDS OF BREYARD COUNTY, FLORIDA BEING A POINT ON THE A17C Ct A CURVE CONCAVE TO THE SOUTHEAST HAVING A RAD1i OF 25.00 FEET, SANT POINT BEARS N 032;40 E FROM THE RADIUS POINT OF SANT CURVE; THENCE S 89'2720' E. ALONG SAID SOUTH RICHT Cf WAY, 566,52 FEET TO A POINT ON THE WEST LINE OF THAT PARCEL DESCRIBED IN Ofri RECCI K 800 3902 AT PACE 3776 i TY Of HE PUL3I.IC REcvRos OF Si�fl'ARO COUNTY, FLORC ; THENCE S 3722'12 f, ALONG SA WEST LINES 380.26 FEET TO " POINT OF BEGINNING; THENCt; CC�riTINU S 3,"22'12 E, ALONG SAID WEST LINE $516.88 f"LET; N .2720 W, 5 2,78 FEET; THENCE N OV32'40 E. 250,00 fEET; THENCE S 89'27 20` E, 358.06 FEET TO THE POINT OF BEGINNING. 8PLNARO COUNTY, FLORIDA Ir10F<'E PARTICULA LY DESCRIBED AS FCK.LOWS: BOUIEVAFIO, A WOO FOOT R1WiT Of 'NAY, AS DiSCRtBLD IN OfFiCIAL RECORDS BOOK 3057 AT PACE 447 OF THE PUAVC RECORDS OF BICOUNTY, FLORIDA AL50 BEING ON THE SOUTH RIGHT CW WAY LINE OF CENTRAL DOULE4ARO. A 10000 FOOT RIT OF `HAY, AS DESCRt6l tN OFFICIAL RECORDS BOOK 3057 AT FA(t 44rj Cif THE PUBUC RECORDS Of BREVARO COUNTY. FLORIDA BEING A POINT UN THE ARC OF A CURVE CONCAVE TO THE SCA �TkEAST HAVNVG A III OF 2 .00 FEET, SAID P0041BEARS 8� p9'Cfd W FROM THE RADIUS POINT Crf` SAID CURVE, THENCE S OV50 S♦ E, ALONG SAN) EAST RIGHT Of WAY, 197.33 FEET TO A POINT Of CURVATURE OF A CURVE TO THE LEFT KAViN# A RADIUS OF t020.00 FEET; THENCE SOUTHERLY. ALONG SANT EAS j R1C1r CIF WAY AND THE ARC OF SATO CURVE T14MCH A CENTRAL (f 04'20 30`, 17 29 fEET TO THE POINT Of BEGINNING THENCE S 89`27 2Q [, 457 53 fEET; THENCE S OV}2'40 W. 250.00 FEET; THENCE N 83'27 20 W, 480.OQ FEET TO A Pr}INT ON SAO EAST RIGHT OF WAY WNG A POINT ON T}i ARC OF T1sE AFCA'E�ENTIONEQ CURVE HAVING A RADIUS 1 .00 FEET, SAO POINT BEARS S 701 42' W FROM THE RADIUS P+UINT OF SAID CLI THENCE NORTHERLY, ALONG SATO EAST RIGHT QF *AY ANO THE ARC OF SATO CURVE THROUGH A CENTRAL ANGLE Of 14'26`.4', 257 21 FEET TO THE POINT OF BEGINNING. g IRRIGATION PLAN TO DESIGNED AND BUILT B LANDSCAPE CONTRACTOR,PLANTING NOTES TRIPLEX1. ALL PLANT MATERIALS SHALL BE GRADED FLORIDA NUMBER 1 OR PROPERTY LINE NURSERY PLA BETTER AS OUTLINED UNDER THE GRADES AND STANDARDS FOR TRIPLEX I 1 \ NTS, STATE PLANT BOARD OF FLORIDA, UNLESS _! I ` I I OTHERWISE NOTED, 2. PLANTING MIX SHALL CONSIST OF 1/3 PEAT OR WELL COMPOSTED { \`, '] ORGANICS. 1/3 SAND AND 1/3 ON-SITE SOILS AND SHALL BE I DUPLEX THOROUGHLY MIXED PRIOR TO BACKFILLING PLANTING HOLE. BUILDING A3. ALL PLANTINGS SHALL RECEIVE AGR)FORM 21 GRAM TABLETS, SLOW 5 STORY I !T ° 71, RELEASE, 20-10-5 ANALYSIS, RATES OF APPLICATION SHALL BE r,�" x u - , err A5 PER MANUFACTURER'S RECOMMENDATION. 24 UNIT5 • 4. LAWN AREAS SHALL BE TREATED WITH 6-6-6 .FERTILIZER, 100% �NFfE FfEHEff+>I+ ORGANIC, WITH MINOR ELEMENTS. THIS FERTILIZER SHALL HAVE 40- .� 507. OF ITS TOTAL NITROCEN IN A WATER INSOLUBLE FORM. RATE \ OF APPLICATION SHALL BE 20 LBS. PER 1000 SF. -77 E � L �•-----tt---------...�,;,� ~ \ . , \ \\ c a , r \ \ a DUPLEX \ ; -- - / ` ` rr rq eR\ OR MWAI F R PONDFOUNTAIN 'ERIM TE SH U (TVP)___. W,r� \ , EE P N SCFE if TRIPLEX `h.> PERIMETER SHRUGS (1YIP) I5EE PLANT SCHEDULE _ \ FOR PLANT MIX Ok POOL � ---1 _`•- \ \ ` . I I -tT- BUILDING 13 I �� I _ r rjrrsj - 5 STORYS '� ,� \� �` 4l� � \� �►_ 24 UNITSDUPLEX` . I I ..fir c� k� ' �I iT . >v o°rr �,■.nt._,,�r,�-,.. � mss._ \' � \ < '\ man* "m arrow � I o ° ° ° TRIPLEX DUPLEX DUPLEX'; DUPLEX + \ DUPLEX(.n 1 46 I J \ JF ------- _ _ r _ - - _ I r �.[ aasll� ware alaalA � r ; \ _ _ ,_ _. I . - ®w ar'ss . r■w "rwi �a i "I .Ar now Now fiIiiiiiiiiiiis ar es4Nsi .mrm now rmnr cwt ao= naari meMns Ids .as.s raw mwm mm �nn ams wms MM G11111111, wa0o =me .mom aum mm raw oaomlilif yes \� 952.78 N-5T27'20IN , LANDSCAPE CALCULATIONS \ PROPERTY {.INE BUILDING C PERIMETER SHRUBS (TVP) 1 LANDSCAPE BUFFER IS REQUIRED ALONG CENTRAL BLVD AND TOWER BLVD. \ I , ® \ �J STORY SEL: PLANT SCHEDULE 5 TREE POINTS PER 35 LINEAR FOOT OF PERIMETER FRONTAGE REQUIRED, \ 24 UNITS ! i FOR PLANT MIX 2• 3. VISUAL SCREEN REOUIRED ALONG PROPERTY PERIMETER CONSISTING OF DECORATIVE \ \\ I SHRUBS & BUSHES 3' HIGH W/80% DENSITY WITHIN 2 YEARS OF PLANTING. \ , FU L R f OP 4, HEDGE TO.PROTECT PEDESTRIANS/TRAFFIC FROM RETENTION AREA PROVIDED. ' ' ! T.J E R _EPUNT SCHEDULE \ y LINE SHRUBS & BUSHES 3' HIGH W/80% DENSITY WITHIN 2 YEARS OF PLANTING, 4 TAN PAR IE7�ND QUANTITY SPECIFICATIONS NAME COMMON NAME' PERIMETER REQUIREMENTS !� POINTS REQUIRED_ 1 , � 32 MLN 10' HEIGHT, QUERCUS VIRGINIANA LIVE OAK _ \\ > 3" DIA DBH, 2" SPREAD 5 TREE POINTS PER 35' OF PERIMETER AT R/W m TREE POINTS REQUIRED FOR 1250' PERIMETER AT R/W 178 \ 10 MIN 6' HEIGHT, LAGERSTROMIA INDICA CREPE MYRTLE POINTS PROVIDED LA D H SPREAD L EACH N M R OF TREES POINTS FOR EACH TYPE _. �� ^ .� ._ _.._ ..� , � � _...._ w ._ _. � ! 2 • TYPE PO�VTS E C U t3E 3 D 13 2 LARGE TREES 10 14 140 MIN S' . HEIGHT SABAL PALMETTO CABBAGE PALM PALM TREES 5 10 50 OVERALL SMALL TREES 5 10 50 \ I TREE POINTS PROVIDED FOR 1100' PERIMETER AT R/W 240 Y Yi 687 SHRUBS 3 GAL �, CALLICARPA AMERICANA BEAUTY BERRY Y PLANTED 48 0.r. PARKING REQUIREMENTS CROTON PONCTATUS BEACH CROTON • HYMENOCALUS I ATIFOLIA SPIDER LILY POINTS REQUIRED FOR EVERY 5 PARKING SPACES A 10 POINT TREE IS REQUIRED HIBISCUS HIBISCUS TREE POINTS REQUIRED FOR 86 PARKING SPACES = 180 POINTS NERIUM OLEANDER (86 SPACES / 5 SPACES x 10 POINTS 172 POINTS � -- 200 SHRUBS 5 111 OENSE SHRUBS POINTS PROVIDED PLANTED 24" O.C. TYPE POINTS EACH NUMBER OF TREES POINTS FOR EACH TYPE LARGE TREES 10 1$ 180 . TREE POINTS PROVIDED FOR 86PARKING SPACES- 180 SHEET V of V I C" _ I C3 C3 C3 lj� 10,70, l8'-4„ I I ,-4„ 8, - 20'-8" -1,;�' -8" 12,-a" 1G' I II 10'_-"--- -- , „ I I - ---� - ----29'-0"------ — I ......... I ...... ... Am E *T/PILECAP & GRADE BEAM = 7.30' NGVD (U.N.O,) 1�8 *DIMENSIONS ARE SYMMETRIC ABOUT BUILDING CENTERLINE UNLESS OTHERWISE SPECIFIED, U LL — •9 9 r 1'-T T COLUMN & PC �— PC--2 PC -3 PC --4 NO SCALE NO SCALE NO SCALE PILE CAP MARK FPc3 GRADE BEAM MARK G132 CONCRETE COLUMN -To - COLUMN MARK C1 REINFORCED CMU WALL TIES I,- SHEARWALL 6'-6" E (GROUT ALL CELLS SOLID) SW2 CONCRETE SHEARWALL PC3 SW1 AUGER PILE_+�r 24" _ I C3 C3 C3 lj� 10,70, l8'-4„ I I ,-4„ 8, - 20'-8" -1,;�' -8" 12,-a" 1G' I II 10'_-"--- -- , „ I I - ---� - ----29'-0"------ — I ......... I ...... ... Am E *T/PILECAP & GRADE BEAM = 7.30' NGVD (U.N.O,) 1�8 *DIMENSIONS ARE SYMMETRIC ABOUT BUILDING CENTERLINE UNLESS OTHERWISE SPECIFIED, U LL — •9 9 r 1'-T T COLUMN & PC �— PC--2 PC -3 PC --4 NO SCALE NO SCALE NO SCALE PC --C PCE NO SCALE NO SCALE T MARK DIMENSIONS REINFORCEMENT REMARKS (13414,&" 50TTOM -To - PC --C PCE NO SCALE NO SCALE T MARK DIMENSIONS REINFORCEMENT REMARKS (13414,&" 50TTOM LENGTH • TOP , TIES I,- 3'-6" 6'-6" 24" 5— 4L 7— 4S 7— 7L 13— 7S ___ PC3 (SEE PC3 LAN VIEW) 24" SEE FOUND. PLAN FOR PILE DIMENSION 5 7 3 W YS --- BOTTOM (2'3/lr6('o" BOTTOM O PC6 6'-6" 10'-0" 0- 1 1 — 4S f —�'�` 30-6 C PC16 NO SCALE STANDARD ACI " 90 DEGREE HOOK Do A A. � I N A.2 i 4— A 3 I A.4 A. —85.00' (NGVD) ( ) PILE TIP PLASTIC �— "MUSHROOM" CAP J Q TYPICAL PILE NO SCALE r Z w Q V cn w {- r O CL iii o Q TYPICAL GRADE BEAM ' � N W; NO SCALE CONC. fc= 5000PS1 ji Z. W � '�j Q w' Q 0 0 Q 0- FOUNDATION SCHEDULE REBAR fy= 6000OPSI MARK DIMENSIONS REINFORCEMENT REMARKS WIDTH LENGTH DEPTH TOP BOTTOM TIES PC2 3'-6" 6'-6" 24" 5— 4L 7— 4S 7— 7L 13— 7S ___ PC3 (SEE PC3 LAN VIEW) 24" --- 5 7 3 W YS --- PC6 6'-6" 10'-0" 28" 1 1 — 4S 21 — 7S —�'�` T/PILE CAP=7.63' C — 24" (SEE P -- PCE 9'-8" 12'-0" 24" 10— 4L 13— 4S 20— 7L 26— 7S __- GB2.0 24" --- 24" 2—#8 2—#8 #3@24" GB3,0 36" --- 24" 6—#7 6—#7 --� TE -1 8" --- ---— TS-1 24" --- --- (3)#5 ---- WF2.0 24" --- 12" 2—#5 3-5 --- (SEE a5/S2) L = LONG DIRECTION S = SHORT DIRECTION 7 1 2 3 4 6 8 10 12 14 16 17 18 19, " f " " IS -0 29 2`' - ---- 4' - -- - " " " " " " 4 29 -ro j ,L 29 -0 I _ - - - -- - - - __ �---- ---- ---x_29 _-�_ _._.. _ 29 -� l_ ,� J 2 .. .__ _ _- �--- _ ---------_ _ 1..29,-�_ 9 -ro � � Z BLDG. a WM CJ z r. I:� - ono C1 C1 C1 C1 C1 j - —1-A 1 I a� 0 C1 A.2 "� - C1 `� v'�� `� Ct C1 0� A.2 .��' ` �9j �— ---1-- ------ -------------------}----------I---------�----- - - - - -'-------------------------- ----- O ----------- ! ' � ww CJ CJ . CJ CJ . CJ . CJ CJ C J �+ i T A. 3 -- - A.4 T--- - ------------------------ 1--------- �-- - --------- - - - -;- - ------ r------------------ ,-------- - - - - -- --- A.4 `9 WF2.0 WF2.0'1 WF2.0; T WF2.0 j I WF2.0 �9 - I Ii I I 1 I z -, 0i0V) I(n �'I� V�Ilnl N (00 ol I SC! C2 SC _ CZ !Sc I� CZ Sr i C2 SC C2 Sc C1 I a B �— ------ _ I Sc _ Sc _ -- -- - i sc - - - SC ! + Sc - - _ . - SC — -�- � C1 i OL i I I ; 9.30' NGVD I T/GROUND FL. o ,I _ScSc Sc Scsc Scsc sc I Scsc ScscSc Sc S., i SC ScSC Lj rll �� nl� 0 V) (nr O'INl �� o:N,' VY Vl;(nl nl V) oii 01 . � _, • � � I I i,� lil I� i I �� I' �i � I I ISI �t�l "llb" E We ALI E C SLAB ON GRADE t 4" SLAB T T R width BOTTOM REINFORCING 11 THICKENED EDGE (TE) la' -4" I r - 20'-{0" " La 1 1 I I—I I I I • LcJ ILI ° '-4" I 8' S" I 5'- I IV -4" � BOTTOM " --- --'j --__ _ n .__ _._ . _. - _ -- I �" REINFORCING WIDTH-6EE 6ECHEDULE j —0- - ---_ --2.�_-� --- - - -- -.. 29 -cd -- - -- --------- - - 29 '-- --- - - --ol t-10" I�' �" 1 IZ'--Io"..--------. _ 1&'L4" ..._- _ ,� --- -----.20'-10" -_------------------------------ 30'-"----__.-__ --- - - -- -------i " 6 VERTICAL DOWEL 150LATE WRT1+301 ASPHALT IMPREGNATED PAPER SLAB ON GRADE -TOP REINFORCING: Ilf—II 1111�111�- - PLACE SHORT BAR BELOW LONG BAR __ _----------__ TYPICAL WALL FOOTING (WF) ( L BLiDG i 5 7 9 1 1 13 14 15 17 19 �2 10 8.8 9.4 10,6 11.2 SEE TYPICAL STAIR jSECTION FOR REINFORCING = T51 GROUND FLOOR PLAN! � TREAD � o/ -- 5TRUCTURAL 5LA13 �Q . • `� ON GRADE SAWCUT SLAB JOINTS ---- 3000 psi CONCRETE SLAB �� •� j 4" SLAB TYP. 1/8" WIDE x 1-1/2" DEEP. ON GRADE. REINFORCE- WITH 9.30 (NGvD) MAKE CUTS WITHIN 12 HRS. FIBERMESH (1 .5#/cy) II ' ° T/SLAB 2, o OF PLACING CONCRETE 4'.,eLAB TYP. T 30„ _2" COVER1101, • 6 MIL VAPOR , 2.4" ! `r 3 #5 BOTTOM \ SEE - `-G� MIL POLYETINELYENE BARRIER, TYP. EMIL POLYETHYLENE BARRIER FOR THICKENING "21THICKENED SLAB (TS) s27 SL r-%eArlc 4 S2 TYPICAL STAIR LANDING NO 5CALE SYMBOL. LEGEND CONCRETE COLUMN CONCRETE COLUMN C 1 REINFORCED CMU WALL SHEARWALL (GROUT ALL CELLS SOLID) SW2 CONCRETE SHEARWALL SWI THICKENED EDGE TE THICKENED SLAB TS CONTROL JOINT CJ SAW CUT Sc g7 W V) 7 w O °- > O W o � N o z 0 O 00 W �V O CIA �- CL .. -a Z Z U .. Q W Lli I— V) 0- < W OC U Li O 10 CL, t 4 Ll ti -0" - 1, -- -20,-10" L W 4„ 1 3 -- -- 7 9 10 1 1 APPLY 40% CONCENTRATION (50LUTION) - ALKYALKOXY 51LANE PENETRATNG CONCRETE SEALER TO TOPS t SIDE$ OF EXPOSED RE NFORCED CONCRETE. 1 1/2" CONCRETE COVER TO STEEL IN — EXPOSED BALCONY 5LAB5 / / 2 14 CONTINUOUS AT EDGE i. ^/ T � SEP -� \2 CLEARANCE �" P SLOPE 1 1/2",�3i4" DRIP CHANNEL DRIP SUPPORT ALL STEEL IN EXP05ED 5LA55 WITH PLASTIC CPAIR5 N 5 �Vovro 0�" " • 1 . p I^ V) (� L. A 1e'T 1V wIrI• d Iro' X 20'-10" 30'-0" Q COLUMN SECTION w o 1 3 104 1 5 107 1 NO SCALE 1 #5 5UPPORT EARS AT 40" MAXIMUM SPACING (TYPICAL) \,r ir. COLUMN SCHE®ULE s C -0" - 1, -- -20,-10" L W 4„ 1 3 -- -- 7 9 10 1 1 APPLY 40% CONCENTRATION (50LUTION) - ALKYALKOXY 51LANE PENETRATNG CONCRETE SEALER TO TOPS t SIDE$ OF EXPOSED RE NFORCED CONCRETE. 1 1/2" CONCRETE COVER TO STEEL IN — EXPOSED BALCONY 5LAB5 / / 2 14 CONTINUOUS AT EDGE i. ^/ T � SEP -� \2 CLEARANCE �" P SLOPE 1 1/2",�3i4" DRIP CHANNEL DRIP SUPPORT ALL STEEL IN EXP05ED 5LA55 WITH PLASTIC CPAIR5 N 5 �Vovro 0�" " • 1 . p I^ V) (� L. A 1e'T 1V wIrI• d Iro' X 20'-10" 30'-0" Q COLUMN SECTION w o 1 3 104 1 5 107 1 NO SCALE 1 #5 5UPPORT EARS AT 40" MAXIMUM SPACING (TYPICAL) \,r CONCRETE fy oppw COLUMN SCHE®ULE COLUMN C C C 52.83' (NGVD) MARK T/MAIN ROOF 5th R- TO 43.97' (NGVD) MAIN ROOF _ T/5th FL 4th R- TO 35.30' (NGVD) 5th FL' T/4h FL 3rd R- TO .63' (NGVD 4th FL _ T/3rd FL. 2nd FL 12'x24' TO 4-#8 2L-25 17.97" (NGVD) 3rd FL #3012' _ T/2nd FL PILECAP 12'x24' 12'x24' 16' DIA. 7.30' (NGVD) TO -#8 2L -2S #3012' 8-#8 4L -2S (343o12' 4-#7 3016' #:300- i1 CANTILEVER SLAB S3, \.r T/PLECAP 1/8" = 1' RECTANGULAR j�-Y--- CONCRETE COLUMN (ROUND COLUMNS 51MILIAR) -;' I ; / � • y / 5LA8 PENETRATIONS j GREATER THAN 31,12"* WITHIN THIS AREA MUST BE APPROVED ;! BY ENGINEER OF RECORD. i CRITICAL SLAB SHEAR AREA 3/4 "=1' - 0" ---- , 4 u Oa 3" #3 STRIRRUP603' (245 REe,4R TYP, dLL ARMS TOP # BOTTOM OMIT SNEARNEAID ARM Q SLAB EDGES CONCRETE COLUMN BELOW �y (244 TOP a BOTTOM`/ t, #3 STIRRUP 03" TYPICAL SHEARHEAD S4) m 11 QQ BDG D 6 7 9 n 101 1 3 1 4 1 5 1 24" NOOK )OK DIRECTION —3 #5 CONTINUOUS BOTTOM DOWEL @ MID SLAB 3rd — Sth FLOOR PLAN bi WMA ---------- 5LA5 EDGE- SNOU�! 1/all = 1' GT AkIr'A A 900NOOK ALTEFNATE NOOK DIRECTIONS 4 MID 5LA8 TERMINATION OF VERTICAL REINFORCEMENT REINFORCED CONCRETE 3'-O" MAX. 01 ,(21f5 PEKIMETER C1 REINFORCING 2" Tl' P. I" REINFORCED CMU WALL SLAB _- C7 EDGE \ = 2" Tl'P. - (2,05 CRACK BARS - MIDDLE x 5'-0" -- ---- EXPOSED CONCRETE=� POST—TENSIONED REINF. E:•.--�-•—® TOP REINFORCING STANDARD —� 80TTOM REINFORCING W# HOCK SNEARNEAD MARK J (2 t CRACK BARS ' REINFORCEMENT OF 4 OPENINGS IN SLAB , 4 u Oa 3" #3 STRIRRUP603' (245 REe,4R TYP, dLL ARMS TOP # BOTTOM OMIT SNEARNEAID ARM Q SLAB EDGES CONCRETE COLUMN BELOW �y (244 TOP a BOTTOM`/ t, #3 STIRRUP 03" TYPICAL SHEARHEAD S4) m 11 QQ BDG D 6 7 9 n 101 1 3 1 4 1 5 1 24" NOOK )OK DIRECTION —3 #5 CONTINUOUS BOTTOM DOWEL @ MID SLAB 3rd — Sth FLOOR PLAN bi WMA ---------- 5LA5 EDGE- SNOU�! 1/all = 1' GT AkIr'A A 900NOOK ALTEFNATE NOOK DIRECTIONS 4 MID 5LA8 TERMINATION OF VERTICAL REINFORCEMENT SYMBOL LEGEND REINFORCED CONCRETE 3'-O" MAX. 01 ,(21f5 PEKIMETER C1 REINFORCING 2" Tl' P. I" REINFORCED CMU WALL SLAB _- C7 EDGE \ = 2" Tl'P. - (2,05 CRACK BARS - MIDDLE x 5'-0" -- ---- EXPOSED CONCRETE=� POST—TENSIONED REINF. E:•.--�-•—® TOP REINFORCING STANDARD —� 80TTOM REINFORCING W# HOCK SNEARNEAD MARK J (2 t CRACK BARS ' REINFORCEMENT OF 4 OPENINGS IN SLAB SYMBOL LEGEND REINFORCED CONCRETE COLUMN 01 COLUMN MARK C1 SNEARWALL (GROUT ALL CELLS SOLID) REINFORCED CMU WALL Q C7 1 LL_ WALL OR BEAM - BELOW SLAB -- ---- EXPOSED CONCRETE=� POST—TENSIONED REINF. E:•.--�-•—® TOP REINFORCING w� 80TTOM REINFORCING --------- SNEARNEAD MARK F z H V V z 1-4 C CD w Cl cq V z ods ' Z �-� W o LAJ r x z� L,1CD i co OV a ■ �D z O Qi --y 0 Q C7 1 LL_ z L4 oQLLJ w� Q aY) � Q) as il LTJ V1 CY cn z W O °- V) W � C`J o `D z 0 N p C3 O (Y- ON(? 0 z Z Q W 0 (Y C] 0 Q f1 4% OF 7 L) 1 G'5 CONTINUOUS IN BOND BEAM #5 REBAR VERTICAL W/ STANDARD NOOK 9© DEG. (48' MAX. SPACING) REBAR DOWEL - 25'x36' 3/4" - COVER N S ro REeAR IN PRECAST LINTEL 4 DOORS t WINDOWS VARIES 1 IS CONTINUOUS IN BOND BEAM --�� REBAR VERTIC4 W/ 6TANDARD HOC W DEG. (46" MAX, w 5PACiNG) > 4a BAR DIA. LAP (22"4 2' - PARAPET) �- 2 14 CONT, AT SLAB EDGE 3 CONT(NUOU5 WALL REINF. AT FANTILEVER CONTINUOUS ROCF SLAB PARAPET AE TYPICAL PARAPETS 1/8" = 1' 0 FASTEN %" (NOM.) PLYWOOD TO - STEEL TRU55E5 LU/I'/4"-#a BUGLE HEAD PILOT POINT SCREWS (a 4" GALVANIZED (G-60) STEEL TRUSS 0 24'. DE51GN BY DELEGATED QNGINEER HUGHES HMTS Uo TWI5T 5TRAP FASTEN TO METAL TRUSS W/4-110 SD5 FASTEN TO GMU W/(3) '/4"x2'/4" HWH MASONRY SCREWS S5/ 12 I FASTEN !%" (NOM.) PLYWOOD TO STEEL TRU55E5 LU/1'/4"•#a BUGLE HEAD PILOT POINT SCREWS 0 4" GALVANIZED (G-60) STEEL TRUE 0 24" MAX. DESIGN BY DELEGATED ` 12 ENGINEER CONT. 2xa P.T. `\ WOOD PLATE Ah 61.96' L - IU T/ELEVATOR 4 STAIR ROOF SLAB (2) HUGHES HCLH/RH FASTEN TO PLATE W/10d NAILS FASTEN TO TRUSS W/#10 SELF DRILLING 5CREW5 8"a THIe. SLAB •a ELEVATOR/MECH. RM. ROOF TRUSS FRAMING PLAN ' I i Ct 4 � ...._ -- -I---------- 8" CONCRETE SLAB- - - ---- T/SLAB=59.50' (NGVD) F ELEVATOR/MECH. RM. ROOF SLAB 1/2"Wxl" GALv. STEEL 'L' BOLT ra 24" SPACING, USE 2"dux'/e" GALV. STEEL WASHER X31 SECTION 0 STAIR ROOF CAP NOTE: SECTION THRU ELEVATOR/MECH. RM. ROOF CAP SIMILIAR I STAIRWELL"* ROOF TRUSS FRA14ING PLAN 8" CONCRETE SLAB-/ T/SLAB=59.50' (NGVD) LEGEND REINFORCED CONCRETE ,4101 COLUMN #4@10" V COLUMN MARK ., SHEARWALL (GROUT ALL CELLS SOLID) 1 WALL 61 J 0 u w > I :D (A Ldf Q-• r� y Q (!� w 32'•0" l5'-0. f-- /r1,-0" 12.0 12, 01, 12.0k/1 z O 12,011, 12.0 kii 53 12.0 12.0 k/i Q 12.Okrj O F L.LJ 12.Ok/i 12.01/1 O O F �� ",i a `TT:""'�?TT'."��-Tn"T?�-'?-y ryw 0 -� z Qom-` r 00 ... .. z w N-- W Q' ` Q w Or. ce VI •i I _ f .ice' Tj F-T-,=7, 7-7pT 7- O r �TT?'{'�1_x_,'7-..��' _�:+L�.- 7.0 1 #/. • T'? "�.?'{T'`T17'� �-�-• 1 ,i :iT t 'Tf ':"n �^?"T?_,.1-, T?1-�-�T'-�*',� r ''TTT-TT'fiTr � 3.7 5 0 0 0 _ - 1.0 - - 7.0 L7 5 o In It p ' k 7- 5 7- 5 0 ' �101�' Y r.► #! 3- 6-#5 a 6-#5 n 6-#5 0'`•,.,� 4 �... �� o 4.0 , (s.o) (z.so> -- - (7 0) , - 251 - - - - 5' J irn , 1 u I Ir # 4 r... `Lf"n--- 1 -02,5 7 5 7 _ F C) �1 -- -- - -- ----- -- -- -- - -- -- - I-- rn 1 ---r- (7.0) - (2.5) (6.0 74.0 1961 I 1 #5x6''0 ------- ---- ------ ---- ------ - -- --- ----- - -- - ^-S co .� ......� .� -.. I - I #4@10"I 6 -o 48 ' 11")t5- � i o - -- 1 4 Tb" 11 V I 1 I I 1 1 [_ AM 1w 1;J ® In I• 7-#5 1 11-J5 a 12- 5 13-#5 F o I 307k .1 13-#5 307 k 12-#5 1 7-#5 ^' F k 4.0 5.0 ^. (1.0) v (7-0)� (1.0) (7.D) (1.0) (7.0) (L0) I 5.01 4,0 ' F 1 Lr,- �.� 665 ww-..------- - � 6-#5 - 1 - .....6�5-.a.------- -T, LC- . -44 i (51 S5 1 V e7 52.63' NGVD N ( O O T/ROOF _ _ 1 8" POST --TENSIONED SLAB r FV 14-#5 I I "1 I 7-#5 k# 3753�5k 10-#5 11-#5 10-#5- 14- 'S _ .. cel 510 4.0) I Ln10- (1.0) (7.0) (1.0) (7.0) (1.D) (7.0) ( 1.0) � - (7.0) (i.0) (7.0) o (1.0) o 7-#5 .� 8-#5 s : 10-#5 (4.0 � /SSOk 5 ®wwww--.,www # .-. 8--#5 ��..�.�----... -- ,�--`�-#5 ...... ----• --- �N- / -�-- w..ww..... .. --w8-#5 ------• - .. - n .... .--w-.- .---..��..-- - x N ' 19- ). I�4 01 6-J5 6-#5 -- -- - Y 5-#4 5- _ - ( 5- 5 --6-#5 1 J - - - - -- --- 7- 5 - (7.0) (3 5) (7.0} 6 6 - 5 5- 5 4.0) 2 Ok .' L4- °(2.25) - (<.o) - - (1.0) - - - -- - (7.0)- T- - -_' - -- - - (1.0 0 - n -- - '(7_0' - C)-- (3.25) - -- - --' (7.0) �n51-� - -- -- -- - - ,fJ w - #4 t"� -. - hs - 11- 5 (70) - -� 'O -- (3.25) (7,0) 7- 5 0 D -- -- (1 0 ) - - - " (7.0) � (1.0) (4 0) (225)- I PF,(4.0 u 3-#4 Lf 11 � 6 , .. _ ... w w -. w w -..- u - - -' -- - - -i'TF T - 7 �4 k 62 9 3-#4 r `� -45412" +r u a n - % - N 1- N T` - �I i M}' _ - I � -- - a - 2 5. 6� 0" (2 PLACES) -J� 1 _ 2 t 1 r m -7 777 7 m / B2 = x13' 4" 1�I x I .a / 82 82 1 G'5 CONTINUOUS IN BOND BEAM #5 REBAR VERTICAL W/ STANDARD NOOK 9© DEG. (48' MAX. SPACING) REBAR DOWEL - 25'x36' 3/4" - COVER N S ro REeAR IN PRECAST LINTEL 4 DOORS t WINDOWS VARIES 1 IS CONTINUOUS IN BOND BEAM --�� REBAR VERTIC4 W/ 6TANDARD HOC W DEG. (46" MAX, w 5PACiNG) > 4a BAR DIA. LAP (22"4 2' - PARAPET) �- 2 14 CONT, AT SLAB EDGE 3 CONT(NUOU5 WALL REINF. AT FANTILEVER CONTINUOUS ROCF SLAB PARAPET AE TYPICAL PARAPETS 1/8" = 1' 0 FASTEN %" (NOM.) PLYWOOD TO - STEEL TRU55E5 LU/I'/4"-#a BUGLE HEAD PILOT POINT SCREWS (a 4" GALVANIZED (G-60) STEEL TRUSS 0 24'. DE51GN BY DELEGATED QNGINEER HUGHES HMTS Uo TWI5T 5TRAP FASTEN TO METAL TRUSS W/4-110 SD5 FASTEN TO GMU W/(3) '/4"x2'/4" HWH MASONRY SCREWS S5/ 12 I FASTEN !%" (NOM.) PLYWOOD TO STEEL TRU55E5 LU/1'/4"•#a BUGLE HEAD PILOT POINT SCREWS 0 4" GALVANIZED (G-60) STEEL TRUE 0 24" MAX. DESIGN BY DELEGATED ` 12 ENGINEER CONT. 2xa P.T. `\ WOOD PLATE Ah 61.96' L - IU T/ELEVATOR 4 STAIR ROOF SLAB (2) HUGHES HCLH/RH FASTEN TO PLATE W/10d NAILS FASTEN TO TRUSS W/#10 SELF DRILLING 5CREW5 8"a THIe. SLAB •a ELEVATOR/MECH. RM. ROOF TRUSS FRAMING PLAN ' I i Ct 4 � ...._ -- -I---------- 8" CONCRETE SLAB- - - ---- T/SLAB=59.50' (NGVD) F ELEVATOR/MECH. RM. ROOF SLAB 1/2"Wxl" GALv. STEEL 'L' BOLT ra 24" SPACING, USE 2"dux'/e" GALV. STEEL WASHER X31 SECTION 0 STAIR ROOF CAP NOTE: SECTION THRU ELEVATOR/MECH. RM. ROOF CAP SIMILIAR I STAIRWELL"* ROOF TRUSS FRA14ING PLAN 8" CONCRETE SLAB-/ T/SLAB=59.50' (NGVD) 1/8" = 1' 1/8" = 1' 3lie STAIRWELL ROOF SLAB SYMBOL LEGEND REINFORCED CONCRETE ,4101 COLUMN #4@10" V COLUMN MARK ., SHEARWALL (GROUT ALL CELLS SOLID) 1 WALL 61 J 1/8" = 1' 1/8" = 1' 3lie STAIRWELL ROOF SLAB SYMBOL LEGEND REINFORCED CONCRETE COLUMN V COLUMN MARK C1 SHEARWALL (GROUT ALL CELLS SOLID) REINFORCED CMU WALL 61 1 WALL OR BEAM -------- BELOW SLAB -------- _ _' EXPOSED CONCRETE�- i POST -TENSIONED REINF. f. .1.......� ` TOP REINFORCING I BOTTOM REINFORCING--------- SHEARHEAD MARK 0F 7 f V V) 0 Q u- z 0 u w > :D (A Ldf Q-• r� y Q WALL OR BEAM -------- BELOW SLAB -------- _ _' EXPOSED CONCRETE�- i POST -TENSIONED REINF. f. .1.......� ` TOP REINFORCING I BOTTOM REINFORCING--------- SHEARHEAD MARK 0F 7 f V) z w �? :D (A (!� w f-- z O Iz Lu Q- V) O L.LJ c9 00 O O z 0 a © >- J ryw 0 -� z Qom-` r 00 ... .. z w N-- V) Q' ` Q w Or. ce WALL OR BEAM -------- BELOW SLAB -------- _ _' EXPOSED CONCRETE�- i POST -TENSIONED REINF. f. .1.......� ` TOP REINFORCING I BOTTOM REINFORCING--------- SHEARHEAD MARK 0F 7 f i i N pp EXTEND TOP STEEL CONC. BEAM, TYPICAL AT EACH FLOOR 4'-0" PAST FACE 48 BAR qg BAR CORNER BARS BELOW TOP - 41 — (DIMINISHED STIRRUP DEPTH FOR P.T. q: OF CMU WALL ANCHOR DEAD-END CLEARANCE, TYPICAL DIAMETERBITYP.) DIVIETER5(TYP.) REINFORCING ABOVE v BOTTOM REINFORCING. FOR STAIR BEAMS- SEE BEAM SCHEDULE) TIES • 0 w h �` F - E a TYP. FL. a T9 TIES ' CORNER BARS— - - - w �� AT OUTSIDEe7 cp V z �' -4"* ONLY q` w - - POST -TENSIONING END Ve �A03 a BEAMw q p ANCHOR (PLACE BEHIND .'Z'19:or- B2 2" 7Y u w '� Fd TOP BEAM REINF. BAR P . _ STANDARD HOOK TIES w --- _ A z AS SHOWN) LLJ o ! TIES Ear w , V)ko Ls7 1-1/2"(XT4 ourroa,r 1-1/2" '-Pqt 1-1/2" fl TWO S" COUR5E5 8"XICo" CMU 1E4 c KNOCK -OUT BLOCK BEAM AT WIDTH WIpTHcm z LLJ INTERMEDIATE LANDING 1 45 L REBAR EACH COURSE. TYPICAL BEAM SECTION BEAM REINF.0 CORNERS €t INTERSECTION SECTION THRU P.T. SLAB AND BEAM WITH DIMINISHED STIRRUP DEPTH Q a (REFER TO BEAM SCHEDULE FOR DEPTH OF • o� TIES FOR APPLICABLE BEAMS) _ �X (5)5 BUNDLE TOP BARS _ 2" 18---- -- ----------------- #5 AT 16" AS SHOWN10 w 5 6 46 BAR SPLICE TOP BARS START TIES 5 5 #5 TOP ANDBOTTOM #3 NOSING TIE (BUNDLE DOUBLE •, ►- ri AT MIDSPAN AT COLUMN FACE EACH WAY TYPICAL ALL w STANDARD MAX, DIA`1ETER5 `MAX. TIES TOGETHER WHERE o HOOKS LANDINGS - SPECIFIED IN BM. SCH.) O ' #5 DOWEL AT CENTER OF q BUNDLE BOTTOM q LANDING 12" ON CENTER BARS AS SHOWN o ALL 3 SIDES (16 REQUIRED) - z • our tour � p • / 1� I o 1� U SPLICE BOTTOM BARS AT COLUMNS 48 BAR Q WIDTH DIA. T/2nd FL. ' � -- -- ------ - - -- - -_ r_- ___-.._-- _ -� COLUMN OR WALL ' TYPICAL SECTION THRU BEAM v o' B B M _--. ELEVATION WITH (4) TOP & BOTTOM BARS .JJ TYPICAL TOWER STAIR SECTION 1\1-1SV NTS 2 #4 ONE TOP & BOTTOM. EXTEND 6" BOTH SIDES OF BANDED TENDON GROUP. . _ 1, 3' UNIFORM TENDONS. STRESS TWO AT SLAB EDGE PERPENDICULAR TO BANDED TENDONS BEFORE STRESSING BANDED TENDONS. wm; � La -i U\ X'i uj M DEAD END ANCHOR CASTING 2 #4 REBAR CONTINUOUS - ALONG ALL SLAB EDGES 2' CLEAR n ID RE -USEABLE PLASTIC(,ADD USE PLASTIC CHAIRS AT ALL -2x EDGEFORM POCKET FORMER. #3 REBAR HAIRPIN AT BANDED EXPOSED SLABS #4 SUPPORT REBAR TENDONS. 1 PER CABLE, STANDARD SUPPORT CHAIR, 3/4" PLYWOOD FORM - SECURE ANCHOR CASTING TO EDGE 2 TYPICAL BEAM REINFORCING DETAILS-- SEE BEAM SCHEDULE FOR REINFORCING §qJNOT TO SCALE BEAM SCHEDULE (ALL BEAM CONC. f'c -- 4000 PSI) MARK DIMENSIONS REINFORCING REMARKS (DIMINISHED TIE DEPTH AS NOTED ) WIDTH DEPTH TOP E�OTTOM MIDDLE TIES E31 8" 16" 2-#5 2-#5 #3@24" (5"x10"TIES) 132 8" 16" 2-#5 2-#5 #3024" (5"x10"TIES) B3 8" 20" 2-#5 2-#5 #3@8„ (5"x14"TIES) 84 8" 8" 1-#5 8" CMU BEAM B5 KEPT OUT OF HATC�4ED FORM WITH TWO GALV. 30d RING SHANK. $1,,,A13 ESE DETAIL SV t = U NTS lk COLUMN OR WALL HANDRAIL POSTS 2" � _ _ 0.1 x Li of 02 x Ll - - 0.2 x L2 --TOP REINFORCING � 0.2 x L2 - 1 COVER AT q _ MINIMUM .t w MINIMUM MINIMUM I MINiMI�1 �" 1,1 LL/�RANCE I ^ BOTTOM REINFORCING EXPOSED SLABS STANDARD_ '� . . • . , • HOOK U.N.O. • 2#4 CONT. "t iu LI (9 ALL SLAB cJj L2 194 CONT, _-- --- - -- ---- -- EDGES - - 4 TYPICAL SLAB REINFORCING S� * TERMINATE BOTTOM BARS AT COLUMN OR WALL CENTERLINE NTS UNLESS NOTED OTHERWISE. PROVIDE #5 SUPPORT BARS AND CHAIRS TO SUPPORT TOP STEEL © 40" MAX. SPACING. �E SPAN COLUMN OR WALL HIGHPOINT AT STEPDOWN, SEE ARCH. F OF SUPPORT - LOWPOINT AT '� o POST TENSION MIDSPAN u z SLOPE AT BALCONIES AND WALKWAYS (4,0) (7") CABLE M.+ (6.5) AS PER ARCHITECTURAL DRAWINGS 7-- 6-1/2" — 6_1/2„ 4 (3.25) „ E TENDON LOW POINT AT ENDSPANS -DISTANCE FROM BOTTOM OF (0.4) L (o.(o) L SLAB TO (� OF TENDON (TYPICAL) TYPICAL TENDON PROFILE S6 NTS UNIFORM TENDONS OVER BANDED BANDED TENDONS OVER UNIFORM AT COLUMN 0.2 X 5PAN LENGTH MILD STEEL REINFORCING BANDED DIRECTION OVER UNIFORM DIRECTION PLAN VIEW NTS. n UNIFORM TENDONS - s.� t /,--BANDED TENDONS I MILD STEEL REINFORCING .6 SLAB REINFORCING AT COLUMN 7s67 NTs EDGE FOFdl ; 0 a � 00 EDGE FOFdl 0 00 II PENETRATIONS MUST aE i �} KEPT OUT OF HATC�4ED AREA OR SLEEVED WITH STEEL PIPE PER ENGINEER'S SPECIFICATIONS POST --TENSIONED W ANCHORAGE ZONE DETAIL °_- NO SCALE O W cV cy— SERVICE PIPES TO BE LOCATED WITHIN © Z b THE 5LA8, MUST BE PLACED WITHIN THE 0 MIDDLE THIRD. 0� cT co ON W :xr N -> 0- .. _ :D '' • Q) LIJ x I I I Q W LY_ 0y- t 3 max. "D” t/3 max. a Q" "t" = SLAB TNICKNE59 "E)" = UTILITY FIFE OUTSIDE D[At'IETEIR, SERVICE PIPE LOCATION IN STRUCTURAL CONCRETE SLAB GENERAL NOTES: 01. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND SPECIFICATIONS LISTED, 02. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION SHOWN ON THE DRAWINGS, ANY QUESTIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE STARTING CONSTRUCTION, 03. THE STRUCTURE MODIFICATION HAS BEEN DESIGNED TO MEET THE LOADING REQUIREMENTS OF ASCE 1-95, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." AND THE n<31 STANDARD BUILDING CODE, DESIGN WIND LOAD CRITERIA BASIC WIND SPEED A5CE 1-95 135 MPH EXPOSED CATEGORY (MWFR5) C (COMPONENTS 4 CLADDING C STRUCTURE CATEGORY II BUILDING HEIGHT 45' VELOCITY PRESSURE ASCE 1-95 (z=45') 49.1 PSF 04. ALL FOUNDATIONS ARE TO BE FORMED UPON SOIL WITH A MINIMUM SAFE UNIFORM BEARING CAPACITY OF 1500 PSF. 05. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE THE UNIFORM BEARING CAPACITY UNDER THESE FOUNDATIONS. THE OWNER SHALL HIRE A GEOTECHNICAL ENGINEER TO PREPARE RECOMMENDATIONS FOR NECESSARY SOIL IMPROVEMENTS AND/OR COMPACTION. GENERAL NOTES: CONCRETE OI. ALL CONCRETE CONSTRUCTION, WORKMANSHIP AND MATERIAL SHALL COMPLY WITH THE REQUIREMENTS OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." 02. ALL CONCRETE SHALL BE TYPE I OR II PORTLAND CEMENT COMPLYING WITH ASTM C150 AND SHALL HAVE COMPRESSIVE STRENGTH SHOWN BELOW: PILE -CAPS t GRADE -BEAMS 5000 PSI COLUMNS t WALLS UNLESS NOTED OTHERWISE 5000 P51 ELEVATED FLOOR SLABS s 15EA1`15 4000 PSI MASONRY GROUT 3000 PSI SLABS ON GRADE 3000 P51 OTHER 3000 P51 03. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM 4615, GRADE 60. BARS SHALL BE FREE OF COATINGS THAT WILL REDUCE CONCRETE BOND. 04, ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH AGI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" 05. ALL BAR SPLICES, DOWELS AND CONCRETE COVERAGE SHALL MEET THE REQUIREMENTS OF ACI 318/318R "BUILDING CODE AND COMMENTARY FOR REINFORCED CONCRETE." O6. CAST IN PLACE BEAMS SHALL HAVE CONTINUOUS TOP AND BOTTOM REINFORCEMENT. LAP SPLICES IN BOTTOM BARS SHALL OCCUR OVER SUPPORTS, TOP BARS SHALL LAP AT MID -51`=4N. 01, CONCRETE BEAMS AND SLABS SHALL BE FINISHED LEVEL AND TO THE ELEVATIONS SHOWN ON THE DRAWINGS. C8, CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM. 0<1 UNLESS OTHERWISE PERMITTED OR SPECIFIED, 4000 AND 5000 PSI CONCRETE SHALL BE PRODUCED TO HAVE A SLUMP OF 5 INCHES tl", AND WITH A MAXIMUM WATER/CEMENT RATIO OF 0.5. 10. REBAR SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 11, FIVE SETS OF TEST CYLINDERS SHALL BE MACE AND TESTED FOR EACH 50 YARDS OR LESS OF CONCRETE POURED IN ANY DAY FCR EACH DESIGN MIX, TESTS SHALL BE MADE FOR 3 OR 1 DAYS, 14 DAYS, TWO AT 23 DAYS AND ONE HELD IN RESERVE. THE CONTRACTOR SHALL SUBMIT ALL DESIGN MIXES FOR REVIEW AND APPROVAL BY THE ENGINEER. 12. THE ENGINEER RECOMMENDS THAT ALL EXPOSED CONCRETE HAVE WITHIN THE MIX A CORROSION INHIBITOR CONTAINING CALCIUM NITRITE (30% SOLUTION 1 2.5 GAL/CY) AND THAT HORIZONTAL 5URFACE5 RECEIVE A PENETRATING SEALER, OR EL45TOMERIC TRAFFIC -BEARING COATINGS, AT THE OWNER'S OPTION. THE CONTRACTOR SHALL SUBMIT THE PROPOSED CORROSION INHIBITOR AND SEALER TO ENGINEER FOR REVIEW, OR PROVIDE ELASTOR"MERIC COATINGS FOR ALL EXPOSED SURFACES. GENERAL NOTES: POST -TENSION CONCRETE OI,ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE FOLLOWING STANDARDS: 'ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" #ASTM 4416 "STANDARD SPECIFICATION FOR UNCOATED SEVEN WIRE STRESS RELIEVED STEEL STRAND FOR PRESTRESSED CONCRETE" IIACI 423 "RECOMMENDATIONS FOR CONCRETE MEMBERS PRESTRESSED WITH UNBONDED TENDONS" #ACI 316 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 0005T -TENSIONING INSTITUTE "GUIDE SPECIFICATIONS FOR POST - TENSIONING MATERIALS" SECTION 3.1. 02. PRESTRESSING STEEL SHALL CONFCRM TO ASTM A-4!6 GRACE 2110K. 03, SUPERIMPOSED GRAVITY LOADS: AREA LIVE DEAD INTERIOR LIVING 40 PSF 20 PSF BALCONY 6C PSF 0 PSF CORRIDOR 100 PSF 0 PSF MAIN ROOF 40 PSF 20 PSF STAIRS 100 PSF 0 PSF 04, PRESTRESSING TENDON5 SHALL BE FIRMLY SUPPCRTED AT INTERVALS NOT EXCEEDING FOUR FEET TO PREVENT DISPLACEMENT DURING CONCRETE OPERATIONS. 05. STRESSING ANCHORS SHALL BE INSTALLED PERPENDICULAR TO THE TENDON AXIS, 06, 5TRE551NG ANCHORAGES SHALL BE ATTACHED TO THE BULKHEAD FORMS WITH BOLTS, RING SHANK NAILS OR THREADED POCKET FORMER FITTINGS. THE CONNECTIONS SHALL BE SUFFICIENTLY RIGID TO AVOID ACCIDENTAL LOOSENING DUE TO CONSTRUCTION TRAFFIC OR DURING CONCRETE PLACEMENT. GENERAL NOTES: POST -TENSION CONCRETE cont. GENERAL NOTES: AUGER -CAST PILES 01. MINIMUM CONCRETE COVER FOR THE ANCHORAGE SHALL BE 11i2 INCHES. 01, ALL CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM C8. POCKET FORMERS USED AT STRESSING END ANCHORAGES TO THE AMERICAN SOCIETY OF CIVIL ENGINEERS "STANDARD FOR PILE SHALL POSITIVELY PRECLUDE INTRUSION OF CONCRETE OR CEMENT FOUNDATIONS" 1984 PASTE INTO THE WEDGE CAVITY DURING CONCRETE PLACEMENT, #5024" lard -L. TO 4th FL.) W 02. FINE GROUT (SIZE I OR 2) SHALL BE USED WITH A MINIMUM 09. FIXED END ANCHORAGES SHALL BE INSTALLED ON THE TENDON COMPRESSIVE STRENGTH (e'c) OF 5,000 P61 CONFORMING TO THE AT THE SUPPLIERS PLANT PRIOR TO SHIPt-LENT. REQUIREMENTS OF A5TM C 109 10. AFTER INSTALLING THE TENDONS IN THE FORMS AND PRIOR TO 03, FOUNDATION HAS BEEN DESIGNED FOR AN INDIvIDUAL PILE BEARING CONCRETE CASTING, THE SHEATHING SHALL BE INSPECTED FOR CAPACITY OF 50.0 TONS, UPLIFT CAPACITY OF 12.5 TONS AND A LATERAL POSSIBLE DAMAGE. LOAD OF 2.5 KIPS. 11, STRESSING RAMS AND GAUGES SHALL INDIVIDUALLY BE 04, A5 A MINIMUM, ALL PILES SHALL BE 14" DIAMETER AUGER CAST, IDENTIFIED AND CALIBRATED AGAINST KNOWN STANDARDS A REINFORCED WITH FOUR irT REBAR VERTICALLY AND 93 TIES AT 8" MAXIMUM OF SIX MONTHS PRIOR TO USE. CALIBRATION SPACING FOR A DEPTH EXTENDING 20 FEET BELOW THE TOP OF PILE, CERTIFICATES FOR EACH JACK USED SHALL BE AVAILABLE UPON ONE ADDITIONAL IS REBAR SHALL BE PLACED THE FULL DEPTH OF THE REQUEST, PILE, 12. ELONGATION MEASUREMENTS SHALL BE MADE AT EACH 05. ALL REINFORCEMENT SHALL BE ADEQUATELY TIED OR WELDED AND STRESSING LOCATION. MEASURED ELONGATIONS SHALL AGREE INSTALLED WITH SPACERS TO PREVENT DISTORTION AND MAINTAIN WITHIN tl%. DISCREPENCIES SHALL BE RESOLVED WITH THE PROPER CONCRETE COVERAGE AND ALIGNMENT, SPECIALTY ENGINEER AND ENGINEER OF RECORD. 06. ALL REINFORCING STEEL SHALL COMPLY WITH ASTM STANDARD A615 13. STRESSING RECORDS SHALL BE FILLED OUT DURING THE GRACE 60. TENSIONING OPERATION WITH THE FOLLOWING DATA RECORDED A$ A MINIMUM: 01. GROUT CONSISTENCY SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 8-11 INCHES. i TENDON MARK OR IDENTIFICATION. REQUIRED ELONGATION, CS. DRILLING AND GROUT PLACEMENT SHALL BE PERFORMED IN A SMOOTH GAUGE PRESSURE TO ACHIEVE REQUIRED ELONGATION. CONTINUOUS OPERATION. IF THE PLACEMENT OF GROUT 15 iNTERUPTED # ACTUAL ELONGATION ACHIEVED. DUE TO A DROP IN PRESSURE, CLOGGED TIP OR SUPPLY LINE, A DELAY ACTUAL GAGE PRESSURE. IN CONCRETE DELIVERY, OR ANY OTHER REASON, THE AUGER SHALL BE +� DATE OF STRESSING OPERATION. REDRILLED DOWN A MINIMUM OF 5 FEET PAST THE INTERRUPTION POINT SIGNATURE OF THE STRESSING OPERATOIR AND THE PILE REFORMED. t SERIAL OR IDENTIFICATION NUMBER OF JACKING EQUIPMENT. O9. AFTER THE AUGER 15 WITHCRAWN, A 24 GAGE, 12" DEEP, 14" DIA. STEEL SLEEVE SHALL BE PLACED AROUND THE TOP OF THE PILE, THE SLEEVE 14. 5TRE55ING RECORDS SHALL BE TURNED OVER TO THE OWNER OR SHALL BE REMOVED PRIOR TO PLACING THE GRADE BEAM OR PILE CAP. THEIR REPRESENTATIVE FOR VERIFICATION AND SAFEKEEPING. 10. THE GENERAL CONTRACTOR SHALL HIRE A LICENSED GEOTECHNICAL 15. EXCESS TENDON LENGTH SHALL BE CUT AS SOON AS LABORATORY TO I''ERFORI" I AN AXIAL LOAD TEST ON ONE NON -PRODUCTION P065I5LE AFTER TENDON TENSIONING AND SATISFACTORY CHECK PILE PER BUILDING IN ACCORDANCE WITH ASTM STANDARD 01143. OF TENDON ELONGATIONS. THE TENDON LENGTH PROTRUDING BEYOND THE WEDGES AFTER CUTTING SHALL BE MAXIMUM 0.15 INCHES. WHENEVER P05515LE, EXCESS TENDON LENGTH SHALL BE THOUROUGHLY CLEANED OF ANY DELITEROUS MATERIAL AND EMBEDED IN CONCRETE SLAB. 16. GREASE -FILLED ENCAPSULATION CAPS SHALL BE INSTALLED OVER CUT CABLE ENDS TO PERMANENTLY SEAL CABLE ENDS AGAINST MOISTURE AND CHLORIDE INTRUSION, CAPS TO BE PROVIDED BY P05T-TEN510NING 5Y5TEM MANUFACTURER. 11, STRES51NG POCKETS SHALL BE FILLED IWITH HIGH STRENGTH SHRINKAGE COMPENSATING GROUT AS SOON AS PRACTICAL AFTER TENDON 5TRE551NG AND CUTTING. 13. PLANS INDICATE NET EFFECTIVE PRESTRESS AFTER LOSSES. 19. P05T-TEN51ONING SHOP DRAWINGS SHALL BE PREPARED AND CERTIFIED BY A SPECIALTY ENGINEER AND SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT FOR REVIEW PRIOR TO FABRICATION, DEVIATIONS IN THE P. T. DE515N MUST BE APPROVED BY THE ENGINEER OF RECORD AND BE SUBMITTED WITH APPROPRIATE DOCUMENTATION, 20. P05T-TENSIONING HARDWARE SHALL BIE DESIGNED AND SUPPLIED FCR USE IN A CORROSIVE ENVIRONMENT. 21, CONCRETE TESTING FOR POST -TENSIONED SLABS SHALL BE PERFORMED IN ACCORDANCE WITH ACI 301 SECTION !6.3.4 GENERAL NOTES: STRUCTURAL METAL STUD 01. FABRICATION AND ERECTION SHALL BE PERFORMED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE l AISU, "SPECIFICATIONS FCR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS," LATEST EDITION. 02. ALL FRAMING MEMBERS SHALL BE CUT TO FIT SQUARELY. MEMBERS SHALL BE HELD FIRMLY IN PLACE WITH V15E GRIPS OR OTHER CLAMPS UNTIL PROPERLY FASTENED. PREFABRICATING SECTIONS SHALL BE BRACED TO ELIMINATE RACKING. 03. FRAMING MEMBERS 5HALL BE CONNECTED WITH WELDS, SCREWS OR BOLTS. WIRE TYING OF FRAMING MEMBERS 15 NOT PERMITTED. 04. CHANNEL RUNNERS SHALL BE SECURELY FASTENED TO SUPPORT MEMBER5 AT A MINIMUM SPACING OF 24". STUDS SHALL BE SEATED SQUARELY IN THE CHANNEL5 WITH THE FLANGES AND WEBS ATTACHED. ALL SCREW ATTACHMENTS SHALL BE A MINIMUM OF 5/6" FROM ALL EDGES, AND SHALL USE 5/8" 5-12 SCREWS, 05. SPLICES IN STUD MEMBERS ARE NOT PERMITTED. O6, ALL STUDS LONGER THAN 6' SHALL BE BRACED LATERALLY WITH ONE ROW OF 1.5" WIDE, 18 GAGE, COLD ROLLED CHANNEL BRIDGING AT MID SPAN, 01. FRAMING MEMBERS MAY BE CUT WITH AN OXYACETYLENE TORCH OR, PREFERABLY, WITH A RADIAL ARM SAW. THE SAW SHOULD BE FITTED WITH A I/8" THICK, 14"014. HIGH SPEED BLADE WITH 280 TO 300 TEETH. C8. WELDED CONNECTIONS OF MEMBERS WITH A THICKNESS GREATER THAN 22 GAGE SHALL BE SHIELDED METAL ARC WELDS USING A DIRECT CURRENT WELDER OF 200 AMPERE CAPACITY OR GREATER. AW5 ELECTRODE CLASSIFICATIONS E-6012, E-6013 AND E-1014 SHALL BE USED. MIG WELDING SHALL BE USED FOR THICKNESSES LESS THAN 20 GAGE, 09. LIGHT GAGE STEEL TRU55 5HOP DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 10. THE GENERAL CONTRACTOR'S SPECIALTY ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE LIGHT GAGE STEEL TRUSSES. THE DELEGATED ENGINEER SHALL PREPARE AND SUBMIT SIGNED d SEALED CALCULATIONS 4 SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO FEABRICATION. THE DELEGATED ENGINEER SHALL SPECIFY BLOCKING AND BRACING NECESSARY TO WITHSTAND WIND LOADS DETERMINED USING ASCE 1-95 AND A BASIC WIND SPEED OF 135 MPH, IL DESIGN GRAVITY LOADING: SUPERIMPOSED DEAD LOADS ROOF TOP CHORD 15 PSF BOTTOM CHORD 5 PSF SUPERIMPOSED LIVE LOADS TOP CHORD 20 PSF BOTTOM CHORD 0 PSF FASTEN 2kk8" (NOM.) PLYWOOD TO STEEL TRUSSES WAI/4-48 BUGLE HEAD PILOT POINT SCREWS l 4" GENERAL NOTES: MASONRY 01. ALL CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM TO "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 53O.i/A6CE 6/TMS 602)," 02, COURSE GROUT (SIZE 8) SHALL BE USED CONFORMING TO THE REQUIREMENTS OF ASTM C416 "STANDARD SPECIFICATIONS FOR GROUT FOR REINFORCED AND NON -REINFORCED MASONRY," 03, CONCRETE MASONRY SHALL BE NORMAL WEIGHT, GRADE N, TYPE I OR 11, CONFORMING WITH ASTM CSO "STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS" 04. THE NET AREA COMPRESSIVE STRENGTH OF MASONRY UNITS (r'm) SHALL BE 2000 PSI USING TYPE M OR S MORTAR 05, THICKNESS OF MORTAR BED SHALL NOT EXCEED 5/8" O6, MASONRY REINFORCING STEEL BARS SHALL BE CONTINUOu5 WITH LAP SPLICES OF 48 BAR DIAMETERS (MINIMUM). 01, OPENINGS IN MASONRY WALLS SHALL BE REINFORCED WITH A MINIMUM OF ONE fly REOAR ON ALL SIDES AND SHALL BE REINFORCED WITH A PRECAST LINTEL (BEARING 8" ON EACH END) WHERE CAST -IN-PLACE CONCRETE BEAMS ARE NOT INDICATED. O8, ALL MASONRY CELLS ADJACENT TO DOORS, WINDOWS, CORNERS OR ENDS OF WALLS SHALL BE REINFORCED WITH ONE 0 REBAR AND GROUTED SOLID. 09. THE CONTRACTOR 15 RESPONSIBLE TO ENSURE THAT ALL MASONRY STRUCTURAL ELEMENTS ARE ADEQUATELY BRACED TO RESIST WIND, BACKFILLING, 501L COMPACTION AND OTHER NATURAL AND CONSTRUCTION FCRCE5 OCCURING DURING CONSTRUCTION. BRACING SHALL REMAIN IN PLACE UNTIL THE STRUCTURE 15 COMPLETED, 10, VERTICAL REINFORCING SHALL BE CONTINUOUS THROUGH ALL WALL BEAMS. 11. MASONRY GROUT SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP BETWEEN 8 AND 11 INCHES. 12. WHEN GROUT POURS EXCEED 5 FEET IN HEIGHT, PROVIDE A CLEAN-OUT HOLE AT THE BOTTOM CELL. CLEAN THE CELL BY REMOVING ALL MORTAR, DEBRIS, LOOSE AGGREGATES AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT, INSTALL AND SECURELY TIE THE VERTICAL STEEL REINFORCEMENT TOGETHER CLOSE THE OPENING AFTER INSPECTION. 13. ALL WALLS SHALL BE REINFORCED HORIZONTALLY WITH 9 GAGE LADDER TYPE GALVANIZED JOINT REINFORCING AT 16" VERTICAL SPACING. JOINT REINFORCING SHALL CONFORM TO 45TM A82, t TRUSS TO TRUSS CONNECTOR$ DESIGNED t SPECIFIED BY DESIGNED BY DELEGATED ENGINEER \ DELEGATED ENGINEER 4" MIN. I'"5x16"alt" CENTERED IN SLAB SEE 2nd FL. PLAN VIEW PC FR REINF., THIS AREA 11.91' (NGVD) T/2nd FL. �S7 GALVANIZED �Iu SCHEDULE 40 Q o STEEL PIPE SLEEVE ALL PENETRATIONS GREATER THAN 31/2'0 cq t� \6 4` SW4 z r"-96ci A NO SCALE a .. aoa000a000aoaoaoazll SWC NO SCALE 18 sit rZ, ; #5 DOWELS 0 48" (5TH FL, TO ROOF) #5 DOWELS 0 24" (4TH FL, TO 5TH FL.) #5 DOWELS 4 3" (3rd FL. TO 4TH FL.) #6 DOWELS Q 8" (2nd FL, TO 3rd FL.) #1 DOWELS 0 8" (GIND. FL. TO 2nd FL. 51 O40UJ !) oaa�000a000aaa0000aaaoa� SW2 NO SCALE V g i ---T-- I---- Q I ' >W4 IL ' T_ A� i T: T I T-- T GALVANIZED (G -6O) 5TEEL TRUSS , 1 24" MAX. DESIGN BY DELEGATED ENGINEER CONT, 2x8 P.T. WOOD PLATE 7 1'/2"*8"xi" GALV. STEEL 'L' BOLT Q 24" SPACING, USE 2"dux'/8" GALv, STEEL WASHER ON 0 BEAM PENETRATION GALV, STEL ' SCHEDULE 40 PIPE SLEEVE -ADJUST HORIL REINFORCING AROUND OPENING ADD 0EAM TIE TO EACH SIDE (2)93 T` FICAL !--WALL-- Sid i �' / 2-14 INSCE / '1� VERT. RE INF. r \�� ; TYR I , I I 'LOCATE PENETRATION BETWEEN VERTICAL REINFORCING WALL PENETRATION TYPICAL UTILITY SERVICE PENETRATION THROUGH BEAM OR WALL NO vCALE 22.41' (NGVD) T/SLAB _.- (2) HUGHES HCLH/RH, FASTEN TO PLATE W/10d NAILS. FASTEN TO TRUSS W410 SELF DRILLING SCREWS -1.30' (N� `� T/PC16 a ji.. #5Q148" ( 4th FL. TO ROOF) ZB z #5024" lard -L. TO 4th FL.) W #508" (2nd FL. TO 3rd FL.) ca '" #64x8" (GND. FL, TO 2nd FL.) m O aoa000a000aoaoaoazll SWC NO SCALE 18 sit rZ, ; #5 DOWELS 0 48" (5TH FL, TO ROOF) #5 DOWELS 0 24" (4TH FL, TO 5TH FL.) #5 DOWELS 4 3" (3rd FL. TO 4TH FL.) #6 DOWELS Q 8" (2nd FL, TO 3rd FL.) #1 DOWELS 0 8" (GIND. FL. TO 2nd FL. 51 O40UJ !) oaa�000a000aaa0000aaaoa� SW2 NO SCALE V g i ---T-- I---- Q I ' >W4 IL ' T_ A� i T: T I T-- T GALVANIZED (G -6O) 5TEEL TRUSS , 1 24" MAX. DESIGN BY DELEGATED ENGINEER CONT, 2x8 P.T. WOOD PLATE 7 1'/2"*8"xi" GALV. STEEL 'L' BOLT Q 24" SPACING, USE 2"dux'/8" GALv, STEEL WASHER ON 0 BEAM PENETRATION GALV, STEL ' SCHEDULE 40 PIPE SLEEVE -ADJUST HORIL REINFORCING AROUND OPENING ADD 0EAM TIE TO EACH SIDE (2)93 T` FICAL !--WALL-- Sid i �' / 2-14 INSCE / '1� VERT. RE INF. r \�� ; TYR I , I I 'LOCATE PENETRATION BETWEEN VERTICAL REINFORCING WALL PENETRATION TYPICAL UTILITY SERVICE PENETRATION THROUGH BEAM OR WALL NO vCALE 22.41' (NGVD) T/SLAB _.- (2) HUGHES HCLH/RH, FASTEN TO PLATE W/10d NAILS. FASTEN TO TRUSS W410 SELF DRILLING SCREWS -1.30' (N� `� T/PC16 z W Lli V) Z U (y Lu a - -0 V) C:) W ©c0 010 0 Z z O 0 1 00 0A :D •• .. �- Z a Q W OG (x « >, REVISIONS eY 1 > rO rjff °8i'r OF OUR XNO1/JLEVq3-5 , "rWESC PLANS COMPLr''#') ►moi f APPLICABLE 13UILJINri, C ?F.S 2. AIA VOC UMENr 201 "f r'EF-?.AL CONVI-aONS OF TWE CON"iPACr FM "riff CONS'MUCTION OF BUILD- MQSr SMALL 13E CONSIDEPtED A AND SMALL 0011,1-r'RN ALL IW R Of COPIPPAC'rM AND s CONr AACr 0 a '" `� A -1 Fra '� &r ��e 3. EACH'3190�R SHALL'1151-r WE 5f r'E AAS FAM I( APA V�rMSE F W r1f At 1- � ON MXONS UNI)f WAMfHC ° c ° 4. ALL'S. COAX SHALL 18�F- IN ACCORDANCE W11W VA '!E, I-OCAL ANT) ALL AP PLICAVLE CMES AND O' IDINANCES. VI 5. ALL DIMENSIONS SMALL VE' fi-ELP °��f3��, AND ALL XOUrnf OP'-NINrj VI14ENSIONS FOR II)OX011) AND �00 C�� (� �i�'��1 t ��i�1 h�� 107 A `' 3 C � LVISb F � iGOOR OPr-NrNr �dl Rpt Fir, rC. M1 6. '013-5ARCIffrl-rGr Is NO'( RSPONS1005 foR CHAN (j�S 1XITATIONS f7?OM rWES;-F PLANS UNLCss SPEC1KCALLy- ci s �c's ` Ls 32-92.0 Coss i 2 922 A-4 ryp6C rolo PU i A ®$V•r ME ARCHTTIECrIN IIrfNrj. � y� �� 321- 33 --653 A -5 go �� o �La r�" 1. t.1A7" WAI s ANS V)R Ir' -CN ' ' � WSC��CAr1�Ns AND IN CON��ANr�� sr�A��s ��"r�� r��. �� A -/ T�LCA V, �� > S. CONIVACMR SMALLWE ALL NCESSAR' ?X0Ttrr�rWr- PTTBLIC AS Q (p .d. AD,JACEN"rPXOPEX'n� FROM � A-7 �� °fir "dC � M x A?�A� r�9�O��r�fO�r�'ONS"r'��.��'"rXON. �'ON�'F�Cr� ASS�t�� .� °�"' �.L. � N � ,. co IAM r / FOR VAMA�S INCTARRED '�I. INC4 CONS`r'=C"rTON. � � � w } � � ,° ��'� o co 9. CONIVAC(09 SMALL �SMBUSH ARS `�9�IF' ALL O NINriS AND INSfR.rS FORM36CHANICAL, ELfCrRI�CAL, A � �� AM-) PLS ?4^8INr4'WI fW A O�IA7`� `� �A��S. ,/��j �j �� ,�2��y �I� ,0. C50c 'A� A. P A rollr '�^��i'C!� I� . o ll,q� � f� ��i q�n �1 �� T r� �,l�' �( �Y' ) f_1p��o/ j �� -r 9 r U11 ` l�s'J �.� r �I7 "��s'C 7 " 1 Com (�1� tis �'+ ��`�lsi1 l�l`�/ Q� cr tJ ��. CONr�aA�;r0�5 sALL�`.�rALL NCAA "rr�O.A�� AACIN�, s�fOrN�;, �'�YdN�, ®rf� �� ` �' MEANS rOAVOID EXC55SVEST'R .S ANV rO HOLD S7XUCf1ru?.AL fLFP�fNrSIN PLACE DWIN01 CONS*?UC`rfON 333 So W07,6 rVvAY� � � fro N Zom)W�.1 � 5m&81201 �`'�� A � ' � � o 11. 'riPICAL VC(AI LS APPL`6 'WX fVEX SPECIf'CA LL i' Rm 'F-X?EV rO " NOr .fN "rW F VRAWINOS AND S�''ECIf ICA11ONS. , LL 12. ` �rA� rIAr � � ��r A irr s :ONr'P�AC"r0� SMALL ,��F�sI� � MMA ACIA "�I NC r Ar �L - � t .r T W 4 LL ref H � D F � 1 � 3 ��6 U Ate' ?, �sa � * � HAS 1NSPECT�a) AND ACC6P"r-6'0 ALL CONV1rIONS INVOL'�D IN HIS WORK AW FfkVS -TV?-FMS rISFAC r"r. 3 ,� 1-.2 6 A -13 5 6 3 21- 98 - -3 2.55 r ' w � 13. r fS� PLANS ADZE THE 0 ERrf' OF ME ARCH171r-Cr. IIF-VAPT AN 1hS`r'R�.�AfPJ"rOFS`0V/X6ANO SMMALL �til -1 `�'�� ;"NVA� PUVA �J m Nor �� RE-7.�" Vo, RE ISV-01 � a�� , �rPb � � � Jx f� �� r 4�► Ire R1 C N Nr �� A► C�f1i Cr 3 2 A o 2 6 8 -4% :� A7 F� 321-728-7299 �� - qua - R lL"( j puw�� puw� � Ali � J 4 cc o �F. M 0lawns .. i x da a L 1 N' y COMIC. ROOF TILES AS SELECTED 42" NfGN RAILING A8 SEL *TED aY OUNER/DEYELOPER (TYF') �! _ _- r -� a . _ - _ .._ t i r _ .. ..`i-' •: -._ -: _ _._'...,- __ i.e.-"„_ '. .: ... _-. 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T''HESE DRAWINGS& ARE TO eO CONSIDERED A "CONTRACTOR'S PERMIT DOCU1ENT", AND ARI: NOT INTENDED TO COYER ALL AREAE OF CONTRACTUAL EMENT BETWEEN THE C�(ER AND THE -- Of CONTRACTOFt SPECIFIC MATERIALS, FINIOHES, FfXTLiREB, ALLOWANCES, ETC. NOT C VEF4=D BY IT t& THE65 PLANS, 6NOULD eE INCLUDED IN TFaE U RiTTEN ACaFMEMENT BETWEEN T14F- OWNER ARID THE CONTRACTOR. OF 15 SHEETS , a T-IT', 1II 11 TS I 17 I 11 1 ll II I f 11i 1 1-1 1 1; r Iq LI I 11 F_ -1 1.! !J, l�i'ju1. 11I. Wn '1t1 I I I n- _ ___n_ 11 - JTJ11 I _. ll i �j L 12 5V T1 I ItII L�i 11 L TTI I Il,prII1.II T 1, �R, EAfR ELEVA N'_ SCALE: 1/8" I' �" ED 0\ SIJ 6COF4:0 6r.00YCO PATTEFN ;x n�\X/ 11,111 V-00 x W-08 LOUVER UTH WOE 60WEN ROOF TtLP. Ab eeLECTBO 4 it i IN AL El"► L I i I J 42"Hk3i4 ALUK RAIL (TTP) } --__n __ { T ___ ___ _ ,fin__ __ it it I ol�,t7,_Tr _7 ; it r11..� 1 !. I I jjj'"JU;�Jj�l j�j A L11 J�'J _:.l _L 'l1 I:i i�lill! _J1 � ill r_T_ Ij I n y __ _ 1t 1 u' ;}i ' If I 'ljll t, l,� � i ..I ) I,•I I }jj��,'� l}I� iI 11,, I f 1 � ,'1' I l , 1111 I i �, I ,I:l, l lr I .i 111 I I I "I JU , I I11, U- X -61 x 6'-&V LOUVER V711 5 UTH N6Er_T 6CAWEN T ITT11 I Li 1111 1 r. T171, M 1 Ii �J 1 I f iA -1-- 1, IILIiI+�Li�, _ ___n_ T-, - JTJ11 I i �j 12 5V T1 I ItII L�i 11 L TTI I Il,prII1.II T 1, �R, EAfR ELEVA N'_ SCALE: 1/8" I' �" ED 0\ SIJ 6COF4:0 6r.00YCO PATTEFN ;x n�\X/ 11,111 V-00 x W-08 LOUVER UTH WOE 60WEN ROOF TtLP. Ab eeLECTBO 4 it i IN AL El"► L I i I J 42"Hk3i4 ALUK RAIL (TTP) } --__n __ { T ___ ___ _ ,fin__ __ it it I ol�,t7,_Tr _7 ; it r11..� 1 !. I I jjj'"JU;�Jj�l j�j A L11 J�'J _:.l _L 'l1 I:i i�lill! _J1 � ill r_T_ Ij I n y __ _ 1t 1 u' ;}i ' If I 'ljll t, l,� � i ..I ) I,•I I }jj��,'� l}I� iI 11,, I f 1 � ,'1' I l , 1111 I i �, I ,I:l, l lr I .i 111 I I I "I JU , I I11, U- X -61 x 6'-&V LOUVER V711 5 UTH N6Er_T 6CAWEN T ITT11 I Li 1111 1 r. T171, M 1 Ii �J 1 I f iA -1-- 1, IILIiI+�Li�, I T� 1 - I �j A;b fF_R5E-%/1910NE7 eY RALLN: EA CHECKED; MAP. DATE: SCALE: AS NOTED 301 Xf5 NUMBER, - ,,SHEET: OP 15 SHEET5, : MARK 61ZE TYPE MATERIAL FRAME REMAWep z crw 3'-ID"x a' -0"x{ 314" ar. ALUi9�GLAa9 ALUM4. O3'-ID"x6' 8"xl 3/4" FLUSH METAL METAL 3/4" FLUaH METAL METAL. RILL LOUVEt2- Tf2A&4 ROOM WITH INaEGT BC4�EEN 3'-0"xb'-b"xl 3/4" R_UaH METAL METAL I -I/2 NFL "B" LABEL UT4 CL06EI2 FLUSH METAL METAL 3/4 HR "G" LAF3EL WITH CL09E1Q ?b'-0" x B'-0" Oi1fs/�R AS 6ELEGTED iy/A V ✓V 'V 1 8" 14'-3" 141 �11 -- I - - -- , 14#-24—T .1 " 14'-2" _ __ Y 14'-2" 14'-2" 41-2" 4 4 4 4" I4 2 4" 4- -_( � 141-21' 1 4" Y " 4 4 ® a Li � ,I r- V it 1 1 1 p 1' N 1 N 1 1 ■ 1 u 1 u 1 11 - s 14M l I �-3 -4- 1 141 1 N 1 N f N 1 ■ I I!d0 CF" EXF_iAUBT FAN ' GARAGE j I 4 Y i 1 I I i I I I I 0 I 4 ' 4 t { x ! ® __________ ________________ _________- ___--____-----_-_- -__©_-------------------------- ----__ ------------- ---------------- Fwra 7 - - - - - - - - - - - - - --- - -- - - - - Y r7 I I ELEV.1 - 8T "1 4 © Q MAGN. aJ ELEV. '--� � TRABN � i+ � _ ySTAIR 02 eJ - 3060 FX0. GL. Y w/ SNO. TOP 0 " A1R — '7 • 6ARAGE. LEVEL _PLAN. SCALE: i/8" = 1'-O" - . . W M h 1 an LJ " S w N 1 _ qt +2 W 00 co ^ � (0 �..� z'a N w a ° LL w LL w (0 F�..J w o CO �(J)�N M 1 � `1 u� ,z A 0 co uj IL ILI t ILI ILt �. t z 1 Y_ to U D RAUJN: CHECKED: MAP. DATE: r0/ZS/Ol WALE: A3 NOTED JOS NUME3ER: 3�Ifd� SHEETv CSF 15 SHEP.T3 . i, a 3 1/2" 30UND OATTS (OPTIONAL) NOTE11 1 -HOUR FIRE RATING 15 PROVIDED BY THE 51NGLE WALL BUILT TO U425 SPECS. 2ND WALL 15 FOR SOUND RATING PURPOSES. ROOF DEC1G OR CEUNG A5 APPLICABLE 1 LAYER 5/0" TYPE "X" r .LU B. EACH 5(DE METAL STUDS. 20 GA. METAL 5TUD5 a 2'-0" O.C. STAGGERED LAYER 5/8" TYPE "X" r .W.B UL DE51GN NO. U4 FLOOR SECTION T"'rF`- i -i-iOLIR TENANT CSEF'ARA':ION SCALE: 3/4" ; I' -oil G . : 4 } RE V I5I ON6 E- Y h Aft x w u; �(DTT V/ M co Z Cq� w ° co 0o �znX� . CJ u o LL WQ LL to W. cc taJ�o>� 0 cv r F_ M t CO V Z 1� t i� 1 �\M �I IL i . H ILl DRAUNo M.A.P. CHEGi<E D M.A.P. DATE 8 �1: $CALE; A,S NOTED JOB NUMBER: 30100 SHEET: OF 15 SHEETS. RE V I5I ON6 E- Y h Aft x w u; �(DTT V/ M co Z Cq� w ° co 0o �znX� . CJ u o LL WQ LL to W. cc taJ�o>� 0 cv r F_ M t CO V Z 1� t i� 1 �\M �I IL i . H ILl DRAUNo M.A.P. CHEGi<E D M.A.P. DATE 8 �1: $CALE; A,S NOTED JOB NUMBER: 30100 SHEET: OF 15 SHEETS. CO'AT1NG SYS. PRIMER 14,598 SQ.FT. 1,130 S0.FT. TOTAL AREA 15,728.zSQ.FT. DIVIDED BY 6 DRAINS = 2,621 SQ.FT./DRAIN MAXIMM ROD' AREA SERVED BY ANY DRAIN = 2,480 SQ.FT. PER TAELE,1108.2, SPC(1994), 5 DRAIN 3,340 SQ.FT. x 4 DIVIDED F3Y 4.5 = 2,969 SQ.FT. THEREFORE, 5" ROOF DRAIN .OK WITH 4" VERTICAL LEADER. MAXIMUM ,TRIBUTARY AREA FOR ANY, SCUPPER = 689 SQ.FT. .FROM NOTE 1, ,._ TABLE 1108.1, SPC(1994), A 6x12 SCUPPER :IS EQUAL TO A 5' PIPE". . RAINFAL ' RATE- FROM TAILE 1109.3, SPe(1994), GIVES 8.4"/HOUR "FROM TAE3LE: 1108.2, ,5" DRAIN = 3,340 _SQ.FT. x 4 DIVIDED BY '$,4, = .1 590` SQ.FT.; . WHICH ,IS GREATER THAN 689 SQ.FT., THEREFORE, 6,.x12''~SCUPPER IS OK. ,c o,iitt (rya; Ref ye. W. Gr %/lir (Tw) ROOFINSULATION CONC. SILL; TRAFFIC GRADE TOPPING RA C DOORWAY l�ty)1 • � {�/, fit'—ry/{.�. (,p^'�) [(Aja !{/ry/', (...��yJ {}k� {{{ O F! . 7 O .� Y V R +S 1 L L OOHING MATERIAL , • 1 ©OFFING SYSTEM SHALL BE A FOAMED IN PLACE. COMBINATION 'INSULATION ,AND HARD SURFACE MATERIAL AS SELECTED BY THE OWNER WITH A MINIMUM "R" VALUE OF 19., INSTALL ALL FLASHING AND CURBING PER MANUFACTURER'S TYPICAL STANDARD; STANDARD; DETAILS. PARAPET COPING SHALL 13E MINIMUM 24 go. PREFINISHED ALUMINUM IN COLOR AS. SELECTED BY:.THE OWNER. eJON0N2UCLTIRHAMLIG `S1ERVICES,PE , INC 7257 ROYAL OAK DR. SPRING HILL, .FL 34607 352--708-9648 OF.HEETS. ,.. € __. _ _ e _ _ _ _ _ . , _ _ _ _. Y !' . �- ,. � : � � ,. } � � a u i `; .. 3 METAL FRAMING a ROOF SEE STRUCTURAL DRAWINGS, (5'r OTHERS) FOR SIZES AND CONNECTIONS. iz 5F TOP OFILA CENTER �4RGN LAY- IN CLG ELEV. DOOR OPEN UNIT ELEVATOR L E3E3Y ELEY.I I I H I i I 4 _ vf. dT d >AAA Lo V. ui x t 8" WARMS WWW i. t.R. N OM �Q < N 113 • w0 LL N METAL FRAMING a ROOF SEE STRUCTURAL DRAWINGS, (5'r OTHERS) FOR SIZES AND CONNECTIONS. iz 5F TOP OFILA CENTER �4RGN LAY- IN CLG ELEV. DOOR OPEN UNIT ELEVATOR L E3E3Y ELEY.I I I H I FIRE RAT I N(5 NOTE; µ, t _ -XfT DiSGHARC�E. r (2 -HOUR RATED MSNY. CONST) !� S"XI6"X8" RI K N ER TYPE I O CMU EOUALS 5. GO G. WITH 5/8 Ur I STUGGO FINISH (.6'15") 15 EQUIV. (5ARA<5E -TJ- f �4 TO 4.375 OE CONCRETE. PER SBGGI TABLE �1 3. i :,EIRE RATi N6 - ( t x i , 4'„0" iS N I ?- EXCESS OF 2 HOURS. .. LlrvHT .' I .. .. } is '. - M: i l OUTLET :, ,. OR �� _ ,, R I. �. _ :., - n' UF STAIR PI -ANS. SHOWN . A ,; .- L DDE ,. FOR THE aQUT }-� D f24U1�t M.A. �. 8 x l6 "x8" 2 -HOUR RATED G<:71�lGi�ETE - ENI? STI R5 N01�TH .... . T. BLOCK EOUAL TO RINKER TYPE T-1 IA 9' a r ENOSII�tIi,,,At~Z, Ot�1�'. HAND. CN � Wirth NO ADDITIONAL �1N1 H R y i�� , k mAx.. � r TANDOR e : ,r L FLUSM TYt'tE , - � T46MAX. _ i - � 1 ., � , 1 '6 b 6 MIN , '1 •� eACXK _ T4 WALL a 0 - 1 i1 l � .� IA11 s ® T D MAX 4gT �q_ i 1 G--- - .-� ? 7. �rl P.T. FFM DRYER FEM. TP. WATER URINAL (L ASH ROE,E TOU;EL LAVATORY +CrJ NAPKIN NAPKIN NAPKIN CL06ET - W.C. HOOKF3AR H/C ONLY ? r all MIN \ � �ii f NOT DI£�P08. � � u i I WNJASTE D(6PEN8 I CLEAR FLOOR SPACE E` r 1 ba' M s 1. ALL D1MI 61ON6 AS A00YE FINI$NED FLOOF2 (AFF). �' SPOUT HIE-IGHT 4 KNEE, CL EARMCE 2. ALL TOILET PARTITIONS ARE FLOOR MOUNTED. BOTTOMS OF PARTITIONS AND DOORS TO BE I z s i'-0" ARS, AND TOPS Cp DOORS AND SIDES OR BE 0 5'-10" AFF. / 6'-7 1/2" &-'1 1/2" 3. GRAB BARS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2"7. \ / 4. PROVIDE 1 1/2" OF CLEARANCB eaTWEEN THE RAIL AND THE WALL. 8. GRAE3 OARS, SHALL ea AaLE TO le 1FPPORT NOT LESS THAN 350110a Mtt \ / F__ -' T - T I� - - 6. GRAB BARS SHALL OE AT LEAST aka" LONG AND SHALL BE CENTERED AT THE LEADING EDGE OF THE WATER CLOSET. PROVIDE BLOCJGIN(s AT GRAE3 OARS FOR ADDITfa4AL SUPPORT. 1. THE SHOWER 6FRAY UNIT SHALL f3E P14OViDED WITH A HCJE3E AT LEAST 60 LONG THAT CAN BE --- __ _ _ " � - � � .._ lr�6ED WALL A8 A FIXED SHOWER HEAD CR AS, A NAND HELD $MOWER IF AN ADJUSTABLE HEIGHT SHOWER HEAD MOUNTED ON A VERT{f,AL E3AA iS USED. TI E3AR $HALL INSTALLED SO AS NOT TO 086TRUGT THE J O USED Cis THE 6RA13 BARS. - -- - - - - I - - - 8. TILT MIRt�OR At WC TOILET AfREA ONLY. PANDICAP DESiGN CRITERIA D FREE STANDINGS i5UILTjIN FOUNTAIN OR COOLER FOUNTAIN. OR COOLER CLEAR FL. Av.°�.IMF'71CIN9s 4.113.1 MINIMUM NUMBER 4,13,4 CGNTROLS. 8P rl MIN, 1. ACCESSIBLE WATER CLOSET DEPTH IS 30 (LACHES AND IT iS FLOOR MOUNTED. DRINKNG FOUNTAINS OR COOLERS REGIUIRED TO 4;C TROLB SHALL COMP1-Y WITH 4;5,4. UNIT2. TOILET STALL DOOR SWINGS OUT AND IS SELF CLOSING BE AC CE6SIM13 9Y'' 4J SHALL COMPLY WITH 4.15. CCNTROLO $HALL ea FRONT MOUNTED OR SIDE- -� DOOR CAN BE HINGED ON EITHER SIDE. 4.151 $POUT (KsHT, MOUNTED NEAR THE Fi*jGNT EDGE. 3. TOILET STALL DOOR WIDTH TO 13E A MINIMUM OF 32 NGHES, 1 1 II 4. ACCESSIBILITY TO TOILET STALL DOOR IS iN COMPLIANCE WITH ADA GUIDELINES. SPOUT SHALL d L BE NO HIGHER THAN 36 NGH 4,158 G`LEARANGES. z� r' WRAP HOT WATER 5. TOILET ACCESSORIES TO BE PROVIDED. (9113 mm) t- ASURED FROM THE FLOOR OR (U WALL AND POST -MOUNTER CANTILEVERED � 4 DRAIN LINE$ W/ GROLMD SUI�ACE$ TO TFe OPOUT OUTLET URIT6 SHALL MAVI3 A CZAR iQ-efe WACF AETtUE ci l - INekLATEO 1300T. a i 6. STALL SIZE NOICATED IS MINIMUM REQUIRED. STALL MAY FSE LARGER = , . :SEE Fifa. 21. T1-6 134TTOM OF THE APti�1 ANQ THE FLOOR OR 4.43 `$IPOUT LOCATION. GR0V40 AT LEA6T 21 N (683 mm) H4;H, 30 N ` (160 rtim) W106 AND 11 TO: IS IN (430 mm TO TOE $PACE � - I- - - -� THIr 6POUTO OF ORINKMC3 Ff�La�tA(NO AND WATER - 4$3 mm,1 FSiEE1d (SEE Fifa. 21(d) AND (b). 81.1CH COOLERS SHALL BE ATT 4if FJR(,T(T OF THE UNUT UNITS SHALL ALSO HAVE A MINS CLEAIR Ft ipyEg �' CJ 40" KN. " ANC SHALL DIRECTT� WATER R,OIU N A T1�1EC-SPA M 30 iN 13Y 48 N (160 mm F3Y 1220 mm) CLE TYP. ACCESSIBl�E TOiLET STALL TORY THAT 16 PARALLEI: oR t�tkAR1.Y PARALLEL TOO ALLOW A PERSON IN A U.�+EELCIHAIR TO AP- b MAX. THi3 FAC Nt OF 114H UN4T. Tt 4E St'OtUT $MALL Pt80T PROACF4 � I.WT FACit,6 FOf�ilARD. � i t� LAVATORY -�`� ",V OIll A F.OJ OF WATER AT LP4 T 4 N 000mm) } CLE + 1 MIN. H44, SO AS TO ALLOW TPe N"T(ON OF A CUP (2) F1?lRE-BTANQING Of? 3UiLT-iN UNiT$ NOT PULL SIDE PUSH SIDE! OR 11NDER THE FLOW IUAT>rR ANY HAVING A CLEAR 6PAC$ UNQER i H;EM S44Ak L HA AGCESSI (In r-a NfAfN WITM A ROUND A CLEAR BOOR SPACE AT LEAST 30 N QY 4$ LAVATORY CLEARANCES - (- - -' - -j ' •c 1 + OR OVA4J 0,00 , THE WOUT MUST BE POSITIONED OW mm iSY 1320`mm) THAT ALLOWS A PER8GF1 --j-- DIRECTION OF F- -r - -� 00 1�+E FI.14W OF WATER is W(TNN 3 N (15mm) N A u ELCHAIR TO MA" A PAI�i-LEI. AF"W/ ARANCa- Z Ole I'E{E FI (Nit k�DGE O(� 1HE Ft�IAdTAN. TO THE Ut�Ii;' eee Ff6. 11�J MID (w. THIS CLEAR I I " V I TRAVEL TVP. FLOOR FACE r L COMPLY WITN 42 4„ 10 i %2 Ia" MIN. I i n &Fi6IlEt , C9 m;. i a C. TILE ( t 2-t, ;•" g RI IN<S FCOUNTAIN '0 rU A! C401.�f?3 _ . w GRAB -- - 'N��' '�:. Y• f - - BOLT$ .µ � 24 PREFERRED FOLD - is -- 1 (� , , / F3QBRiCK" "2521 MOUNl'iNCs KIT IZ" 41" min. u NOTTZ> x•12 IN (3fd3 mm) IF DOOR$ Ij" I , j 400 ib LOAD HAS BOTH A CLOSER AND LATCH. SEAT I { Y � z 1''1'1 h m iI lr "A" FRONT APPROACHES - SWiWS(NGs DOORS - - MACHINE SCREWS W/TO�E NUTS V4" -20X3 1/2"(89mm) x b 13 . ,e. _ m ., ,. _ GRA:1c3P E3 � 'r TYPE 304 LLV6TANLES$ STEEL MAC1•+►NE 6GREW UI/i'LATEO 1 : STEEL TOGGLE NUTS. $I THJ� 8HE55T 1 . PROVIDED r O VE 6WE)ANCE ��---=---=--�� HILL DE ... ER PUSH 610E ,> - 1/2 "-MIN. I i mob, MIN _ y " ON1 Y. $OME })�PiCTION& C ONTAIN50 MAY , , SEAT WALL BACK WALL CONTROL WA - �� lOfi: AP�'L.Y �'� TI�I� SPEP �'ROJ�CT. 36-1N.13Y 3-iN. <91g »*„ +Y 31>a mm) aTAt.>r 0 Y I FIG. 31 - GRAf5 F3AR6 AT SHOWER STALLS,IOOBkf(:K 522 MO � 41t3 t SIDE WALL MOUNTED BACK WALL MOUNTED a SPP . , UNTIWS KIT A SEAT WALL 13E PROVIDED N SHOWER , .. ,. , � , � 00 Ib LOAD STALLS 36 N, OY 36 N. 0N3 mm 6Y v" " � `� MACHINE SCREW* W/EXPAN$(ON SHIELDS V4'x20")3" 131MM) 130 mm) SHALL BE AS SHOWN iN FIG. 36. TYPO 3(04 "TAKE" STEEL MACHNE SCREW WVmoKdl NOTE: X.36 iN. 0315 mm) MINIMUM iF NOTE, Y:48 N.(1220 mm) IF DOORS THE SEAT SHALL BE MOUNTED 11 iN, TO L3" MIN. EXPANSIONS SHIELD. Y-60 IN. (1625 mm)t X=42 N. HAS BOTH A CLOSER LATCH_ 19 IN, (430 mm TO 48(3 mm) FROM THE 1 1/Z' a _ AND BATHROOM FLOOR AND SHALL EXTEND THE i (1m65 mm) MN(MUM IF Y•$4 IN SAGiG LL : ;, q f -5 A :ELEVATIONS MOUNTING O1�I CO�iC.3L4CK FULL DEPTH' OF THE 6TALL. N A: 36 iN. 13Y YP. GRAE3 B R (1065 mm) MNfMUM 1F Y•34 iN. 36 IN. (8i3 mm 13Y 1313 mm) 81-1011ER STALL. - F3 HINGE SIDE APPROACHES - SWi IMGs 3 THE $T=AT SMALL 08 ON THE WALL OPPOSITE ; NCS DOOR THE CONTROL$. r 411. CUNT S. F-. WALL FN!$H WALL FINISH PULL SIDE PUSH 81t�E `� FLi-- ii i� Q $EA ' . , METAL 6TUOS FAUCET$ AND OTHER CONTROLS CGMPLYING WpOI� STUD$ , i I 1 4 MIN �� 14 ,r ,. ,., � >~;, b b : 1�. I MIN. , � �' � �} ,� , � �� . � �� 1 WITH 4.214 SHALL BE LOCATED' A$ SHOtI)+! ( „ y r . �f 12 6AL x 3 STEEL PL t + 12 CIA, X 3 STEEL PL. iN FiG. 31. IN WOWE�i'.S STALLS 36 iN BY ryry I� : ' r. r . �r I • ..� J 4 GG 2 6 $ERIE$ 1 !2(CiC 25 SERIES, •� _ ,'.. �• , I.t 36 N 1913 mm OY 915 mnt), ALL CCIVTIQOLS, - T ANtr. PI.AtELD OR S AfVC TE. 1 ��1 - - - FA,iCET$ AND:THe SE-IOWER UNIT` $HALL BE �--- '- 2-V4uki �001T$ I LP- I SCREW$ t. ( --.r `.f; ','' y: f "s .: : n k vj Y. : ✓ I r. 1,^ " " T`•� "F ( (I„ I , , - i MOUNTED ON rt $101¢ WALL OPf'Q$ITE THL' <; -,f �► WAGN $TUO. O. , TO Plrw t i i I I SEAt 5. r I 1 I I N 411.6 SHOWER UNiT. A SHOWER SPRAY 1,24IT WITH A HOSE AT LEAE'rT LEAST 60 iN 11523 mm) LONG THAT CAN BE USED WN AS A FiXED SHOWER HEAD AND "1 AS A HAND-HELD 6HOWER SMALL ESE PROVIDED. , I EXCEPT10Ns $) N LWM;NITORED FACILITIES WPERE VANDALISM' - - (L T 8) ENG VARIE GFtAO 1;3AR 8AR • ENCi H PARI E . NOTE: Y•54 IN. (1310 mm) IF DOOR NOTES Y•48 IN. (1220 mm) IF DOOR 1$ A CONSIDERATION, A FIXED $HoUeR HEADI 46' MIN. 4 , HAS CLO6ER HAS CLOSER MOUNTED AT 48 M 91226 mm) ABOVE THE TT �--8M. BGt lUf9 -83 t. SCREWS, SHOWER nxhoR MAY BE USED IN LIEU OFA ; "C" LATCH SIDE APPROACHES - SUJiNGsING DOORS �j 4;1.1$. 36 -IN. E3Y 36 -IN. "30BRiCK" "252 MOUNTING KIT I�i30I:3RiGK":*252 MOUNT(N�s KIT IF I [9i3 rnn► 0Y 913 mmI BTdLI. r PROY DED GU1�B$ N St•40WE10 $TAL $ NOTE: ALL DOORS IN ALCOYI"3 SHALL COMPLY WITH THE L 36 iN E31' 36 iN (918 mm OY 9i5 mm) SHALL BE No Hrc+Ei� THAN In IN. 113 mm� g.. r s , ;t, « - . > . 4>zs0 10 Loam 4�>a Ib l.pA 7 SM. SCREWS • NO. t4 X 2 V4- (64m4) TYPE 3C4 t p 6�; , rY A ,.r.. r x... Cfi' .. y , L. r;. �•' d . S MOtJN7CN Ui�t META ST1,iDS M TING ON WOOD STUD !� . as CHECKED, . Aso...jar. TYf=.. HANDICAPPED �' I7 PPE U r,.,. ., ,, :: .., : n,. 5.i-�4UJ R %�T A L _ >. � {:: i, r:� 'x:. e. a .. i ,, I T'�'.RA3,A;'"tQl�1�lT Illi l= T A 4.�3u T:c. � f ATS` .:. .. . 1 .. r: , 4, t ' z , r � t � r , k mAx.. � r TANDOR e : ,r L FLUSM TYt'tE , - � T46MAX. _ i - � 1 ., � , 1 '6 b 6 MIN , '1 •� eACXK _ T4 WALL a 0 - 1 i1 l � .� IA11 s ® T D MAX 4gT �q_ i 1 G--- - .-� ? 7. �rl P.T. FFM DRYER FEM. TP. WATER URINAL (L ASH ROE,E TOU;EL LAVATORY +CrJ NAPKIN NAPKIN NAPKIN CL06ET - W.C. HOOKF3AR H/C ONLY ? r all MIN \ � �ii f NOT DI£�P08. � � u i I WNJASTE D(6PEN8 I CLEAR FLOOR SPACE E` r 1 ba' M s 1. ALL D1MI 61ON6 AS A00YE FINI$NED FLOOF2 (AFF). �' SPOUT HIE-IGHT 4 KNEE, CL EARMCE 2. ALL TOILET PARTITIONS ARE FLOOR MOUNTED. BOTTOMS OF PARTITIONS AND DOORS TO BE I z s i'-0" ARS, AND TOPS Cp DOORS AND SIDES OR BE 0 5'-10" AFF. / 6'-7 1/2" &-'1 1/2" 3. GRAB BARS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2"7. \ / 4. PROVIDE 1 1/2" OF CLEARANCB eaTWEEN THE RAIL AND THE WALL. 8. GRAE3 OARS, SHALL ea AaLE TO le 1FPPORT NOT LESS THAN 350110a Mtt \ / F__ -' T - T I� - - 6. GRAB BARS SHALL OE AT LEAST aka" LONG AND SHALL BE CENTERED AT THE LEADING EDGE OF THE WATER CLOSET. PROVIDE BLOCJGIN(s AT GRAE3 OARS FOR ADDITfa4AL SUPPORT. 1. THE SHOWER 6FRAY UNIT SHALL f3E P14OViDED WITH A HCJE3E AT LEAST 60 LONG THAT CAN BE --- __ _ _ " � - � � .._ lr�6ED WALL A8 A FIXED SHOWER HEAD CR AS, A NAND HELD $MOWER IF AN ADJUSTABLE HEIGHT SHOWER HEAD MOUNTED ON A VERT{f,AL E3AA iS USED. TI E3AR $HALL INSTALLED SO AS NOT TO 086TRUGT THE J O USED Cis THE 6RA13 BARS. - -- - - - - I - - - 8. TILT MIRt�OR At WC TOILET AfREA ONLY. PANDICAP DESiGN CRITERIA D FREE STANDINGS i5UILTjIN FOUNTAIN OR COOLER FOUNTAIN. OR COOLER CLEAR FL. Av.°�.IMF'71CIN9s 4.113.1 MINIMUM NUMBER 4,13,4 CGNTROLS. 8P rl MIN, 1. ACCESSIBLE WATER CLOSET DEPTH IS 30 (LACHES AND IT iS FLOOR MOUNTED. DRINKNG FOUNTAINS OR COOLERS REGIUIRED TO 4;C TROLB SHALL COMP1-Y WITH 4;5,4. UNIT2. TOILET STALL DOOR SWINGS OUT AND IS SELF CLOSING BE AC CE6SIM13 9Y'' 4J SHALL COMPLY WITH 4.15. CCNTROLO $HALL ea FRONT MOUNTED OR SIDE- -� DOOR CAN BE HINGED ON EITHER SIDE. 4.151 $POUT (KsHT, MOUNTED NEAR THE Fi*jGNT EDGE. 3. TOILET STALL DOOR WIDTH TO 13E A MINIMUM OF 32 NGHES, 1 1 II 4. ACCESSIBILITY TO TOILET STALL DOOR IS iN COMPLIANCE WITH ADA GUIDELINES. SPOUT SHALL d L BE NO HIGHER THAN 36 NGH 4,158 G`LEARANGES. z� r' WRAP HOT WATER 5. TOILET ACCESSORIES TO BE PROVIDED. (9113 mm) t- ASURED FROM THE FLOOR OR (U WALL AND POST -MOUNTER CANTILEVERED � 4 DRAIN LINE$ W/ GROLMD SUI�ACE$ TO TFe OPOUT OUTLET URIT6 SHALL MAVI3 A CZAR iQ-efe WACF AETtUE ci l - INekLATEO 1300T. a i 6. STALL SIZE NOICATED IS MINIMUM REQUIRED. STALL MAY FSE LARGER = , . :SEE Fifa. 21. T1-6 134TTOM OF THE APti�1 ANQ THE FLOOR OR 4.43 `$IPOUT LOCATION. GR0V40 AT LEA6T 21 N (683 mm) H4;H, 30 N ` (160 rtim) W106 AND 11 TO: IS IN (430 mm TO TOE $PACE � - I- - - -� THIr 6POUTO OF ORINKMC3 Ff�La�tA(NO AND WATER - 4$3 mm,1 FSiEE1d (SEE Fifa. 21(d) AND (b). 81.1CH COOLERS SHALL BE ATT 4if FJR(,T(T OF THE UNUT UNITS SHALL ALSO HAVE A MINS CLEAIR Ft ipyEg �' CJ 40" KN. " ANC SHALL DIRECTT� WATER R,OIU N A T1�1EC-SPA M 30 iN 13Y 48 N (160 mm F3Y 1220 mm) CLE TYP. ACCESSIBl�E TOiLET STALL TORY THAT 16 PARALLEI: oR t�tkAR1.Y PARALLEL TOO ALLOW A PERSON IN A U.�+EELCIHAIR TO AP- b MAX. THi3 FAC Nt OF 114H UN4T. Tt 4E St'OtUT $MALL Pt80T PROACF4 � I.WT FACit,6 FOf�ilARD. � i t� LAVATORY -�`� ",V OIll A F.OJ OF WATER AT LP4 T 4 N 000mm) } CLE + 1 MIN. H44, SO AS TO ALLOW TPe N"T(ON OF A CUP (2) F1?lRE-BTANQING Of? 3UiLT-iN UNiT$ NOT PULL SIDE PUSH SIDE! OR 11NDER THE FLOW IUAT>rR ANY HAVING A CLEAR 6PAC$ UNQER i H;EM S44Ak L HA AGCESSI (In r-a NfAfN WITM A ROUND A CLEAR BOOR SPACE AT LEAST 30 N QY 4$ LAVATORY CLEARANCES - (- - -' - -j ' •c 1 + OR OVA4J 0,00 , THE WOUT MUST BE POSITIONED OW mm iSY 1320`mm) THAT ALLOWS A PER8GF1 --j-- DIRECTION OF F- -r - -� 00 1�+E FI.14W OF WATER is W(TNN 3 N (15mm) N A u ELCHAIR TO MA" A PAI�i-LEI. AF"W/ ARANCa- Z Ole I'E{E FI (Nit k�DGE O(� 1HE Ft�IAdTAN. TO THE Ut�Ii;' eee Ff6. 11�J MID (w. THIS CLEAR I I " V I TRAVEL TVP. FLOOR FACE r L COMPLY WITN 42 4„ 10 i %2 Ia" MIN. I i n &Fi6IlEt , C9 m;. i a C. TILE ( t 2-t, ;•" g RI IN<S FCOUNTAIN '0 rU A! C401.�f?3 _ . w GRAB -- - 'N��' '�:. Y• f - - BOLT$ .µ � 24 PREFERRED FOLD - is -- 1 (� , , / F3QBRiCK" "2521 MOUNl'iNCs KIT IZ" 41" min. u NOTTZ> x•12 IN (3fd3 mm) IF DOOR$ Ij" I , j 400 ib LOAD HAS BOTH A CLOSER AND LATCH. SEAT I { Y � z 1''1'1 h m iI lr "A" FRONT APPROACHES - SWiWS(NGs DOORS - - MACHINE SCREWS W/TO�E NUTS V4" -20X3 1/2"(89mm) x b 13 . ,e. _ m ., ,. _ GRA:1c3P E3 � 'r TYPE 304 LLV6TANLES$ STEEL MAC1•+►NE 6GREW UI/i'LATEO 1 : STEEL TOGGLE NUTS. $I THJ� 8HE55T 1 . PROVIDED r O VE 6WE)ANCE ��---=---=--�� HILL DE ... ER PUSH 610E ,> - 1/2 "-MIN. I i mob, MIN _ y " ON1 Y. $OME })�PiCTION& C ONTAIN50 MAY , , SEAT WALL BACK WALL CONTROL WA - �� lOfi: AP�'L.Y �'� TI�I� SPEP �'ROJ�CT. 36-1N.13Y 3-iN. <91g »*„ +Y 31>a mm) aTAt.>r 0 Y I FIG. 31 - GRAf5 F3AR6 AT SHOWER STALLS,IOOBkf(:K 522 MO � 41t3 t SIDE WALL MOUNTED BACK WALL MOUNTED a SPP . , UNTIWS KIT A SEAT WALL 13E PROVIDED N SHOWER , .. ,. , � , � 00 Ib LOAD STALLS 36 N, OY 36 N. 0N3 mm 6Y v" " � `� MACHINE SCREW* W/EXPAN$(ON SHIELDS V4'x20")3" 131MM) 130 mm) SHALL BE AS SHOWN iN FIG. 36. TYPO 3(04 "TAKE" STEEL MACHNE SCREW WVmoKdl NOTE: X.36 iN. 0315 mm) MINIMUM iF NOTE, Y:48 N.(1220 mm) IF DOORS THE SEAT SHALL BE MOUNTED 11 iN, TO L3" MIN. EXPANSIONS SHIELD. Y-60 IN. (1625 mm)t X=42 N. HAS BOTH A CLOSER LATCH_ 19 IN, (430 mm TO 48(3 mm) FROM THE 1 1/Z' a _ AND BATHROOM FLOOR AND SHALL EXTEND THE i (1m65 mm) MN(MUM IF Y•$4 IN SAGiG LL : ;, q f -5 A :ELEVATIONS MOUNTING O1�I CO�iC.3L4CK FULL DEPTH' OF THE 6TALL. N A: 36 iN. 13Y YP. GRAE3 B R (1065 mm) MNfMUM 1F Y•34 iN. 36 IN. (8i3 mm 13Y 1313 mm) 81-1011ER STALL. - F3 HINGE SIDE APPROACHES - SWi IMGs 3 THE $T=AT SMALL 08 ON THE WALL OPPOSITE ; NCS DOOR THE CONTROL$. r 411. CUNT S. F-. WALL FN!$H WALL FINISH PULL SIDE PUSH 81t�E `� FLi-- ii i� Q $EA ' . , METAL 6TUOS FAUCET$ AND OTHER CONTROLS CGMPLYING WpOI� STUD$ , i I 1 4 MIN �� 14 ,r ,. ,., � >~;, b b : 1�. I MIN. , � �' � �} ,� , � �� . � �� 1 WITH 4.214 SHALL BE LOCATED' A$ SHOtI)+! ( „ y r . �f 12 6AL x 3 STEEL PL t + 12 CIA, X 3 STEEL PL. iN FiG. 31. IN WOWE�i'.S STALLS 36 iN BY ryry I� : ' r. r . �r I • ..� J 4 GG 2 6 $ERIE$ 1 !2(CiC 25 SERIES, •� _ ,'.. �• , I.t 36 N 1913 mm OY 915 mnt), ALL CCIVTIQOLS, - T ANtr. PI.AtELD OR S AfVC TE. 1 ��1 - - - FA,iCET$ AND:THe SE-IOWER UNIT` $HALL BE �--- '- 2-V4uki �001T$ I LP- I SCREW$ t. ( --.r `.f; ','' y: f "s .: : n k vj Y. : ✓ I r. 1,^ " " T`•� "F ( (I„ I , , - i MOUNTED ON rt $101¢ WALL OPf'Q$ITE THL' <; -,f �► WAGN $TUO. O. , TO Plrw t i i I I SEAt 5. r I 1 I I N 411.6 SHOWER UNiT. A SHOWER SPRAY 1,24IT WITH A HOSE AT LEAE'rT LEAST 60 iN 11523 mm) LONG THAT CAN BE USED WN AS A FiXED SHOWER HEAD AND "1 AS A HAND-HELD 6HOWER SMALL ESE PROVIDED. , I EXCEPT10Ns $) N LWM;NITORED FACILITIES WPERE VANDALISM' - - (L T 8) ENG VARIE GFtAO 1;3AR 8AR • ENCi H PARI E . NOTE: Y•54 IN. (1310 mm) IF DOOR NOTES Y•48 IN. (1220 mm) IF DOOR 1$ A CONSIDERATION, A FIXED $HoUeR HEADI 46' MIN. 4 , HAS CLO6ER HAS CLOSER MOUNTED AT 48 M 91226 mm) ABOVE THE TT �--8M. BGt lUf9 -83 t. SCREWS, SHOWER nxhoR MAY BE USED IN LIEU OFA ; "C" LATCH SIDE APPROACHES - SUJiNGsING DOORS �j 4;1.1$. 36 -IN. E3Y 36 -IN. "30BRiCK" "252 MOUNTING KIT I�i30I:3RiGK":*252 MOUNT(N�s KIT IF I [9i3 rnn► 0Y 913 mmI BTdLI. r PROY DED GU1�B$ N St•40WE10 $TAL $ NOTE: ALL DOORS IN ALCOYI"3 SHALL COMPLY WITH THE L 36 iN E31' 36 iN (918 mm OY 9i5 mm) SHALL BE No Hrc+Ei� THAN In IN. 113 mm� , , 1::LAN 'AT SHOWER- , r s , ;t, « - . > . 4>zs0 10 Loam 4�>a Ib l.pA 7 SM. SCREWS • NO. t4 X 2 V4- (64m4) TYPE 3C4 t CLEARANCE FOR FRONT APROAC ES. , $TANLE68 STEEL 6Ht=_ET METAL 6CREWS (TYPE , k mAx.. � r TANDOR e : ,r L FLUSM TYt'tE , - � T46MAX. _ i - � 1 ., � , 1 '6 b 6 MIN , '1 •� eACXK _ T4 WALL a 0 - 1 i1 l � .� IA11 s ® T D MAX 4gT �q_ i 1 G--- - .-� ? 7. �rl P.T. FFM DRYER FEM. TP. WATER URINAL (L ASH ROE,E TOU;EL LAVATORY +CrJ NAPKIN NAPKIN NAPKIN CL06ET - W.C. HOOKF3AR H/C ONLY ? r all MIN \ � �ii f NOT DI£�P08. � � u i I WNJASTE D(6PEN8 I CLEAR FLOOR SPACE E` r 1 ba' M s 1. ALL D1MI 61ON6 AS A00YE FINI$NED FLOOF2 (AFF). �' SPOUT HIE-IGHT 4 KNEE, CL EARMCE 2. ALL TOILET PARTITIONS ARE FLOOR MOUNTED. BOTTOMS OF PARTITIONS AND DOORS TO BE I z s i'-0" ARS, AND TOPS Cp DOORS AND SIDES OR BE 0 5'-10" AFF. / 6'-7 1/2" &-'1 1/2" 3. GRAB BARS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2"7. \ / 4. PROVIDE 1 1/2" OF CLEARANCB eaTWEEN THE RAIL AND THE WALL. 8. GRAE3 OARS, SHALL ea AaLE TO le 1FPPORT NOT LESS THAN 350110a Mtt \ / F__ -' T - T I� - - 6. GRAB BARS SHALL OE AT LEAST aka" LONG AND SHALL BE CENTERED AT THE LEADING EDGE OF THE WATER CLOSET. PROVIDE BLOCJGIN(s AT GRAE3 OARS FOR ADDITfa4AL SUPPORT. 1. THE SHOWER 6FRAY UNIT SHALL f3E P14OViDED WITH A HCJE3E AT LEAST 60 LONG THAT CAN BE --- __ _ _ " � - � � .._ lr�6ED WALL A8 A FIXED SHOWER HEAD CR AS, A NAND HELD $MOWER IF AN ADJUSTABLE HEIGHT SHOWER HEAD MOUNTED ON A VERT{f,AL E3AA iS USED. TI E3AR $HALL INSTALLED SO AS NOT TO 086TRUGT THE J O USED Cis THE 6RA13 BARS. - -- - - - - I - - - 8. TILT MIRt�OR At WC TOILET AfREA ONLY. PANDICAP DESiGN CRITERIA D FREE STANDINGS i5UILTjIN FOUNTAIN OR COOLER FOUNTAIN. OR COOLER CLEAR FL. Av.°�.IMF'71CIN9s 4.113.1 MINIMUM NUMBER 4,13,4 CGNTROLS. 8P rl MIN, 1. ACCESSIBLE WATER CLOSET DEPTH IS 30 (LACHES AND IT iS FLOOR MOUNTED. DRINKNG FOUNTAINS OR COOLERS REGIUIRED TO 4;C TROLB SHALL COMP1-Y WITH 4;5,4. UNIT2. TOILET STALL DOOR SWINGS OUT AND IS SELF CLOSING BE AC CE6SIM13 9Y'' 4J SHALL COMPLY WITH 4.15. CCNTROLO $HALL ea FRONT MOUNTED OR SIDE- -� DOOR CAN BE HINGED ON EITHER SIDE. 4.151 $POUT (KsHT, MOUNTED NEAR THE Fi*jGNT EDGE. 3. TOILET STALL DOOR WIDTH TO 13E A MINIMUM OF 32 NGHES, 1 1 II 4. ACCESSIBILITY TO TOILET STALL DOOR IS iN COMPLIANCE WITH ADA GUIDELINES. SPOUT SHALL d L BE NO HIGHER THAN 36 NGH 4,158 G`LEARANGES. z� r' WRAP HOT WATER 5. TOILET ACCESSORIES TO BE PROVIDED. (9113 mm) t- ASURED FROM THE FLOOR OR (U WALL AND POST -MOUNTER CANTILEVERED � 4 DRAIN LINE$ W/ GROLMD SUI�ACE$ TO TFe OPOUT OUTLET URIT6 SHALL MAVI3 A CZAR iQ-efe WACF AETtUE ci l - INekLATEO 1300T. a i 6. STALL SIZE NOICATED IS MINIMUM REQUIRED. STALL MAY FSE LARGER = , . :SEE Fifa. 21. T1-6 134TTOM OF THE APti�1 ANQ THE FLOOR OR 4.43 `$IPOUT LOCATION. GR0V40 AT LEA6T 21 N (683 mm) H4;H, 30 N ` (160 rtim) W106 AND 11 TO: IS IN (430 mm TO TOE $PACE � - I- - - -� THIr 6POUTO OF ORINKMC3 Ff�La�tA(NO AND WATER - 4$3 mm,1 FSiEE1d (SEE Fifa. 21(d) AND (b). 81.1CH COOLERS SHALL BE ATT 4if FJR(,T(T OF THE UNUT UNITS SHALL ALSO HAVE A MINS CLEAIR Ft ipyEg �' CJ 40" KN. " ANC SHALL DIRECTT� WATER R,OIU N A T1�1EC-SPA M 30 iN 13Y 48 N (160 mm F3Y 1220 mm) CLE TYP. ACCESSIBl�E TOiLET STALL TORY THAT 16 PARALLEI: oR t�tkAR1.Y PARALLEL TOO ALLOW A PERSON IN A U.�+EELCIHAIR TO AP- b MAX. THi3 FAC Nt OF 114H UN4T. Tt 4E St'OtUT $MALL Pt80T PROACF4 � I.WT FACit,6 FOf�ilARD. � i t� LAVATORY -�`� ",V OIll A F.OJ OF WATER AT LP4 T 4 N 000mm) } CLE + 1 MIN. H44, SO AS TO ALLOW TPe N"T(ON OF A CUP (2) F1?lRE-BTANQING Of? 3UiLT-iN UNiT$ NOT PULL SIDE PUSH SIDE! OR 11NDER THE FLOW IUAT>rR ANY HAVING A CLEAR 6PAC$ UNQER i H;EM S44Ak L HA AGCESSI (In r-a NfAfN WITM A ROUND A CLEAR BOOR SPACE AT LEAST 30 N QY 4$ LAVATORY CLEARANCES - (- - -' - -j ' •c 1 + OR OVA4J 0,00 , THE WOUT MUST BE POSITIONED OW mm iSY 1320`mm) THAT ALLOWS A PER8GF1 --j-- DIRECTION OF F- -r - -� 00 1�+E FI.14W OF WATER is W(TNN 3 N (15mm) N A u ELCHAIR TO MA" A PAI�i-LEI. AF"W/ ARANCa- Z Ole I'E{E FI (Nit k�DGE O(� 1HE Ft�IAdTAN. TO THE Ut�Ii;' eee Ff6. 11�J MID (w. THIS CLEAR I I " V I TRAVEL TVP. FLOOR FACE r L COMPLY WITN 42 4„ 10 i %2 Ia" MIN. I i n &Fi6IlEt , C9 m;. i a C. TILE ( t 2-t, ;•" g RI IN<S FCOUNTAIN '0 rU A! C401.�f?3 _ . w GRAB -- - 'N��' '�:. Y• f - - BOLT$ .µ � 24 PREFERRED FOLD - is -- 1 (� , , / F3QBRiCK" "2521 MOUNl'iNCs KIT IZ" 41" min. u NOTTZ> x•12 IN (3fd3 mm) IF DOOR$ Ij" I , j 400 ib LOAD HAS BOTH A CLOSER AND LATCH. SEAT I { Y � z 1''1'1 h m iI lr "A" FRONT APPROACHES - SWiWS(NGs DOORS - - MACHINE SCREWS W/TO�E NUTS V4" -20X3 1/2"(89mm) x b 13 . ,e. _ m ., ,. _ GRA:1c3P E3 � 'r TYPE 304 LLV6TANLES$ STEEL MAC1•+►NE 6GREW UI/i'LATEO 1 : STEEL TOGGLE NUTS. $I THJ� 8HE55T 1 . PROVIDED r O VE 6WE)ANCE ��---=---=--�� HILL DE ... ER PUSH 610E ,> - 1/2 "-MIN. I i mob, MIN _ y " ON1 Y. $OME })�PiCTION& C ONTAIN50 MAY , , SEAT WALL BACK WALL CONTROL WA - �� lOfi: AP�'L.Y �'� TI�I� SPEP �'ROJ�CT. 36-1N.13Y 3-iN. <91g »*„ +Y 31>a mm) aTAt.>r 0 Y I FIG. 31 - GRAf5 F3AR6 AT SHOWER STALLS,IOOBkf(:K 522 MO � 41t3 t SIDE WALL MOUNTED BACK WALL MOUNTED a SPP . , UNTIWS KIT A SEAT WALL 13E PROVIDED N SHOWER , .. ,. , � , � 00 Ib LOAD STALLS 36 N, OY 36 N. 0N3 mm 6Y v" " � `� MACHINE SCREW* W/EXPAN$(ON SHIELDS V4'x20")3" 131MM) 130 mm) SHALL BE AS SHOWN iN FIG. 36. TYPO 3(04 "TAKE" STEEL MACHNE SCREW WVmoKdl NOTE: X.36 iN. 0315 mm) MINIMUM iF NOTE, Y:48 N.(1220 mm) IF DOORS THE SEAT SHALL BE MOUNTED 11 iN, TO L3" MIN. EXPANSIONS SHIELD. Y-60 IN. (1625 mm)t X=42 N. HAS BOTH A CLOSER LATCH_ 19 IN, (430 mm TO 48(3 mm) FROM THE 1 1/Z' a _ AND BATHROOM FLOOR AND SHALL EXTEND THE i (1m65 mm) MN(MUM IF Y•$4 IN SAGiG LL : ;, q f -5 A :ELEVATIONS MOUNTING O1�I CO�iC.3L4CK FULL DEPTH' OF THE 6TALL. N A: 36 iN. 13Y YP. GRAE3 B R (1065 mm) MNfMUM 1F Y•34 iN. 36 IN. (8i3 mm 13Y 1313 mm) 81-1011ER STALL. - F3 HINGE SIDE APPROACHES - SWi IMGs 3 THE $T=AT SMALL 08 ON THE WALL OPPOSITE ; NCS DOOR THE CONTROL$. r 411. CUNT S. F-. WALL FN!$H WALL FINISH PULL SIDE PUSH 81t�E `� FLi-- ii i� Q $EA ' . , METAL 6TUOS FAUCET$ AND OTHER CONTROLS CGMPLYING WpOI� STUD$ , i I 1 4 MIN �� 14 ,r ,. ,., � >~;, b b : 1�. I MIN. , � �' � �} ,� , � �� . � �� 1 WITH 4.214 SHALL BE LOCATED' A$ SHOtI)+! ( „ y r . �f 12 6AL x 3 STEEL PL t + 12 CIA, X 3 STEEL PL. iN FiG. 31. IN WOWE�i'.S STALLS 36 iN BY ryry I� : ' r. r . �r I • ..� J 4 GG 2 6 $ERIE$ 1 !2(CiC 25 SERIES, •� _ ,'.. �• , I.t 36 N 1913 mm OY 915 mnt), ALL CCIVTIQOLS, - T ANtr. PI.AtELD OR S AfVC TE. 1 ��1 - - - FA,iCET$ AND:THe SE-IOWER UNIT` $HALL BE �--- '- 2-V4uki �001T$ I LP- I SCREW$ t. ( --.r `.f; ','' y: f "s .: : n k vj Y. : ✓ I r. 1,^ " " T`•� "F ( (I„ I , , - i MOUNTED ON rt $101¢ WALL OPf'Q$ITE THL' <; -,f �► WAGN $TUO. O. , TO Plrw t i i I I SEAt 5. r I 1 I I N 411.6 SHOWER UNiT. A SHOWER SPRAY 1,24IT WITH A HOSE AT LEAE'rT LEAST 60 iN 11523 mm) LONG THAT CAN BE USED WN AS A FiXED SHOWER HEAD AND "1 AS A HAND-HELD 6HOWER SMALL ESE PROVIDED. , I EXCEPT10Ns $) N LWM;NITORED FACILITIES WPERE VANDALISM' - - (L T 8) ENG VARIE GFtAO 1;3AR 8AR • ENCi H PARI E . NOTE: Y•54 IN. (1310 mm) IF DOOR NOTES Y•48 IN. (1220 mm) IF DOOR 1$ A CONSIDERATION, A FIXED $HoUeR HEADI 46' MIN. 4 , HAS CLO6ER HAS CLOSER MOUNTED AT 48 M 91226 mm) ABOVE THE TT �--8M. BGt lUf9 -83 t. SCREWS, SHOWER nxhoR MAY BE USED IN LIEU OFA ; "C" LATCH SIDE APPROACHES - SUJiNGsING DOORS �j 4;1.1$. 36 -IN. E3Y 36 -IN. "30BRiCK" "252 MOUNTING KIT I�i30I:3RiGK":*252 MOUNT(N�s KIT IF I [9i3 rnn► 0Y 913 mmI BTdLI. r PROY DED GU1�B$ N St•40WE10 $TAL $ NOTE: ALL DOORS IN ALCOYI"3 SHALL COMPLY WITH THE L 36 iN E31' 36 iN (918 mm OY 9i5 mm) SHALL BE No Hrc+Ei� THAN In IN. 113 mm� , , 1::LAN 'AT SHOWER- , r s , ;t, - . > . 4>zs0 10 Loam 4�>a Ib l.pA 7 SM. SCREWS • NO. t4 X 2 V4- (64m4) TYPE 3C4 RAI= CLEARANCE FOR FRONT APROAC ES. , $TANLE68 STEEL 6Ht=_ET METAL 6CREWS (TYPE ; '�.0 A S MOtJN7CN Ui�t META ST1,iDS M TING ON WOOD STUD !� . as CHECKED, . Aso...jar. TYf=.. HANDICAPPED �' I7 PPE U r,.,. ., ,, :: .., : n,. 5.i-�4UJ R %�T A L _ >. � {:: i, r:� 'x:. e. a .. i ,, I T'�'.RA3,A;'"tQl�1�lT Illi l= T A 4.�3u T:c. � f ATS` .:. .. . 1 .. r: , v. x.77 77NP ... 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I ,,, . , , - . I � , , 10 I - - I I � I I � . . 11 I I � 11 � I ,- 1. I I I I I li � �� I , I � I , SINGLE- UNIT "A" GENERAL UGHf1NG LOA() Unit size,sq. f+ _ Nuala, r o oppIkince circuits koundry. circuit`` APPU UANce LOAD gong. ,r Wotet er Otsh wo •' n R . Other M sed Apptionces i, � total . 21, vo is a0,tr 0100 1000 Qr w (0) -. i0,000,x: .4 9670,4 ELECTRIC NEAT' OR AIR CONDI11ONit o Heat 8,2 ,�* 04 va �e 0 x A/0 0 vdx1.0a t TOTAL. va .PER UNIT (C) + (0) 2%00.4 5000.4 vat SERVICE` FEEOER AMPS 0. ?cps CANER Imasson lasams,o,p6,011 wrismaimicom .e Ili 0.11 NIKAHRIMANNEI» Karan sure LIIIIINIII�istkaansE1 LI 11111101111011 Wel UMWN total'` RE ASIONS- Bim` xo P 1* r . ras hurt L7 ,4ur3 20'' 12 /x d9 Oct 01/01 20 it 'r/s• :Lia LrsAxi>9 20 it `tit ri.,tepti.rsiours zal ; al /aro* LECEND SWL TCH DIMMER SWITCH 120 V. SINGLE RECEPTACLE : > 120 V. DUPLEX RECEPTACLE 246. V. RECEPTACLE 120 V. DUPLEX RECEPTACLE, TOP 112 SWITCHED { ,12o V4 DUPLEX' RECEPTACLE, GROUND .FAULT INTERUPTER 126'-V, DUPLEX RECEPTACLE=WEATHER- PROOF 1.120 V. DUPLEX F;1.QOR RECEPTACLE c o12O V.. DUPLkX CEfEINO RECEPTACLE 124 1l:; QUAD'RECEPTACLE. h SPECIAL:.PURP0St= RECEPTACLE ,. •� . SPECIAL, PURPOSE 'CONNECTION Q JU,NCTIQN` BOX • INCANDESCENT LIGHT, SURFACE MOUNT INCANQESCENT. LIGHT,' RECESSED MOUNT CEILING FAN WHH,LIGHT Ktr fLopo HEAD CEILING FAN INCANDESCE tT LIGHT, WADI. MOUND` F .UQREscEN r LJCHT, NUMBER OF TUBES INDICATED CHIMES ` PUSH OU +TON ; BELL TRANSFORMER ,TTHERMOSTAT• f t,EXHAUST t^At ,WITH LIGF3T Nt EXHAUST FAN . T PHONE TELEVISION MOKE 0 .TECT0E U► GARBAGI DISPOSAL AL .X ELECTRICAL, PANEL. ELECTRICAL METER' INTERCOM SPEAKER t. EXIT�UGH1 ' EMERGENCY OCHT, 2 HEADS FIRE AI M PULL. STA 11ON EIDE 'ALARM E3EL FIRE IRE AL.ARM HORNFIRE. ALARMk$TRO8E LIGHT Ihef:`eiect'rlcss dra tings are dlogromm• atioOt• 04 of not to be scaled.: arthiti turaI Picoi :and.efavati s• for oxact tocatiem3 of •equToni ent cortf rrr�l wit . tjlelr gretij e�ct or. engfneee;r, (API) Or:gownefs _(epres'entativ,. se pI s dei, spot= aw every' detail of •�` struction The ele}ctrtcat Cont,ott- t e ;) is exp d to..�thg.kiOoJii'y review then plans and-'requiremetnte sy r6 e; and,.prov4 of teen npcos aryl for ,o complete anad operational e c& c,,9y9tel�-n , conf rm cG With;-the•,ptgne,'" speclflcotion9, diagrams, the N Uo-iat'.!ble tsfq;,9. arid- vii oth� aaplfcabli, a`s, regulations and • inter ed ;u9pg,..a b jjeec (NEC). the>i acceptKancer: of the Alt. int,en er f • ,? sl(oi providelti alI lig�hhting a d. power circuity route clrcuifs", 'to suit ro� ditTo 3 an .,f infsh. gfid,lostpll li alis ffixturee 9n o tarn as shown plans or. Oe. otherwise, opproverk b . the A/E.. p . A p .Qthe rwi ee.stated 06( 144 sizes, shown ore• for coppper, TH', "or+TH .,nsuul3ated conductort., 11HHN losutOttOrf may bE used In dry umnConductors;are.occeptobteoservfae'entrance ere; to an ¢ 5 .mess .other sttofe undelrc round`; corfd t9,n1oy by either GRC o. s�talrec ;`,ret cop phot a ,with ..sb rnIriq code4. rig xe ail. b e9s to}el in dr :locat1Qits and cast ahoy r ht b9 r ;` da .ani *ot_ f000tto n ' i s tsc° nnects cnd or sofet , switches, short be rovtded fo`alt equtpm nt - wlfeire Ir �utr cl` b ede. aloe safety switche 0 be haf oepow , rated, quick m ►e and break . As*:swif #hal be. of. the,Fze pnet,type indicated orfrt,th artst a a , t� rr : fob sizer and " Iocotiot o ' equip rie;nt oOtugity rnsfoUeef. y4.8. U ose to rno oe . stoortiers ores to hove ,ove rlOos$ refays to alt hot Ie s,, an sized. oto eco pmen „ inst011e d. ,w.is<to be. dolt by skied "croftsrmes ,. fr woricrnon-life rrtanrier k• r r 4:115t.°90 of th i.:trod and standard.' Ira. the. irlelystry, 1 da grid; erster�' :ptz.tre9• is:.00'0144 Qit; the beet inf6rmatton o 4vyitabfet, at t o , o1c e�e �ei% pialy`r equfpm t4�, tacotfons: nd• eleetricai. requtrernents before' gfc in . n ¢ otertaJs c delvi asi Route, circuits by best 'method- to suit �oondi to�nsr�= rovtder putt box$ ase may bei necessory,to facilitate tstatiotion. ihe` Qmpsraje Joodin , sl'n alt' unc, ounde d "phases ire salt parrlerig and panelboa{ds otl b , b0J cele eq'uatf 'stthin',6* often: alt cire<uitst. Ore installed. r 11r ,1bg gt#O i ql §jet' e'dr'tdt= a t equ► ent and devrc s shalt. be cgrnpreteiy `Ott "ffe tiVet)f:grottn4ed neo.le99• that+ r qulred bye. t fi NSG and os' detatied ' Oton `Ai ircttite., ear t haves;d Separate butldin conductors sized • P `.. .., .t gr pfoteat autle(g; and akoOit ahali a fnstaifefd as tw. &iowr thet` "draw ng , Provided .math grounding ural. of of mt re�st9 ance. I} y Yt4.i yA f'f R W .s ,y Thai a dinoted with otlh_er trades to avoid interference etfc 4 ; :•,, 4 rl otetrfal and vloe; 'shalt bte',neve °Lid display the V I. appcovat 1 „Alt Eitel" wot pfinetr tions, shall be mcde- art' ars approved m anger casing o qto Elle stop * wa ee-lafs to° malntairf therequired fire rating. AI crlat'e Calf qnd ` orkmc slap shalt- per aronteed; f` . be fre Ilam s s foto po ,fes an one year front:,..`(at, of acceptance• Correctigrr Qf tlfe te�..o tglt be made• without additional charge. adralrings a e. T tViretd' b tie A (5. copies), shall be ro rnKt �- b the E.O�, �. t:mar syyssteerrs,r l�ttng� fixtures and devices d"s% 1 f e e:ivef A op alt Tri. writing„ before ordering equipment. t3 ni. trrcot e�sr rnterru ting: copac it r (A10)- of ;circuit breakers,: fuses acid tchgeoeib l bele nd'tessy:thane state on the plan .` TheaarecOtrad tali 9K ma be obtain d vto .t1 exp roved. Series ratings or -Current• ltmlti ag `let i;e sub jec a theenig, ee s►- approval,."• ! tMhe a recessed qi,d or` Iirfocd• (00:4,1404ilght fixtures are instatletf in r pep :▪ Suta{ed peilin ,� the' fixture e sltialt b ,rated'; for such usage or 1fi b a d Ywtth� on apved Ott spoce ar'ourld the ftx ore foc ti 2O• n Ota 4:1- . M 3_ p 1tit It's c ` afar they- in, e same at! w.f.C. of* Iyste"m or devfcei f uniuitabife to_ kin t(orct of is to other wo on tri'+ er opplicatton t they t 4f her A E �e`�' a ore in or ouch , o a tent,f ort ,/, or a rt g .rr 4 > al pe etratiofsw"tihnk repderwayst p.opprtxvat.of=. !2. onduit ote� not, to pe .eats° yr it belt,* ascatt,necerASOeifpee approval o CONSULTING SERVICES,. INC JON C, r HAMLIN, PJ , 72' - ROYAL OAK DH. RING RI FL 3460? 362-r796-9646 . • OF 1 SNET AiR CONDITIONING UNITS 1, split systems &halt include matched components by the same manufacturer. Air handler shall include multi -speed fan motor control or adjustable belt drive. Provide return air plenum base, filter rack and I" disposable filters. Mourt condensing unit on concrete slab on grade. 2. Refrigerant piping and accessories &hall be installed in accordance with beat practices of the trade and in strict accordance with the air conditioring equipment manufacturers recommendations. 3. Plpfng shall be type L hard drawn precleaned and sealed ACR refrigerant tubing with wrought copper precleared refrigerant fittings. All joints shall be brazed. Proper consideration shall be given to exparafon and contraction and flexible pipe corrections si^all be provided at compressors. 4. Pipirg shall be pressure tested, flushed and evacuated before charging, 5. Suction refrigerant ptptrg and fittyga shall be insulated with 3/4" JM. aerotube 11 elastomeric closed cell iraulation with all Joints sealed. 6. Piping shall be run in a neat and orderly manner and properly supported. 1. Units &hail be fitted with accessories to permit cooling operation at 40 F outdoor air temperature and a time delay to prevent short cycling. a. Thermostat shall be mounted no more than 48" above finish floor. 9. Mechanical system supply t return air shall include automatic shutdown device per SE3CC1 1994 MECPANICAL CODE section 406 where required. 10. Ore year warranty from date of acceptance and an additional four year extended warranty on the compressor. PERi+OR" fANCE, TE5T5 1. Test, adjust, balance and correct all parts and all systema to make them fully operational, Tests and reports in accordance with AA5C standards. 2. Adjust air quantities to within ten percent of design requirements. 3. Adjust fan sheaves as required to balance air systema. If adjustments cannot ipe made within the iimits of the sheaves, then provide new sheaves ,and belts. 4, operate all systema for as long as required for complete testing and ba larcing. 5. Any portion of the systems shall be rebalanced as required by field conditions for a period of one year after acceptanced. (o. Submit copy of teat data of the following to owner for approval: a. Fan RPM b. Motor current c. Fan GFM and speed d. Return air and outside air GFM e. Entering air and supply air temperatures C dry bulb ) F. C.FM per grille, regiater or diffuser DucTluor� 1. Provide ductwork,, grille boxes, plenum chambers, dampers and all auxiliary work of any kind necessary to make the varfoua ventilatirg and air conditioning systema, complete and ready for proper operation. 2. Air conditioning supply air and return air ductwork shall be fabricated of 1 1/2" fiberglass duct board with foil facing. i" fiberglass duct board may be used if located within the air corditfoned apace. Round fiberglass duct &hall be made with UL class i insulated flexible duct. Joints shall be secured with approved bards. 3. Outdoor air intakes, kitchen and toilet exhaust and similar ductwork sha it be fabricated of galvanized sheet metal 4. The 8yatem shall comply with NEPA W -A and W-5 for class I air duct. All work &hail be fabricated, supported and installed fn atrfct accordance with the manufacturers, ASkRAE and 3MACNA recommerdatior.s. 5. Starting 'collars, branch take -off fittings and other duct fittings due to the shape or configuration which cannot be fabricated satfsfactorily with glass fiber duct material ahali be fabricated with galvanized steel or aluminum alloy sheets as heretofore specified, then covered with the glaaafiber duct material to provide thermal insulation and vapor seal, Co. Galvanized metal ductwork shall be fabricated of gauges not less titan recommended by ASNRAE and BMACNA standards. Reinforcing angles, supports and hangers shall also be galvanized. The system shall comply with NFPA W -A and W-5 for class I air duct. 1. Duct hangers shall be rods or straps adequatelyy spaced to provide proper support of ducts in accordance with ABNRAE and SMACNA standards. All hangers shall be verticla and at riciht angles to ductwork and structure. a. Changes in directions shall be shaped to permit the easiest possible air flow using full sized bends wherever possible. Rouble walled manufactured a fr turns sha I l be used on all ductwork square turns. 9. Adjustable turning vanes shall be used at all rrght angles. Supply branch conrectiona shall be made at 45 degreea to main duct. 10. Volume dampers shall be furnished and installed as shown or required for proper balarcing the systems. Damper operators shall be fitted with approved operating and locking device mounted outside the duct to an accessible location. 11. install fire dampers with fusible liks where indreated or required by applicable codes. Fire dampers $,hall be accessible with access doors provided for replacing fusible links. 12. Fire dampers shall be accvrdfan curtain type and bear UL fable and rated for 1 1/2 hours and installed in approved frames. Fire dampers in ducts less than 12" deep &hail have extended frames. Fire dampers in ducts 12" deep and over may have damper blades stacked within the duct depth. A/C UN 1 T ON ROOF 2 1/2 TON "LENNOX" A/C UNIT CR EGL W1 a KU: NEAT STRIP$ SEER - i00 (MIN.) � 1 TYF>. 1131 UNIT FLAN � TYP, "A" UNiT FLAN F t I REvt9tON3 6Y 1 l M n Y LY Uj > (� � ) M N N t M O c) co ��• Zo x 2 .0 (Do a W Q _J LL r 0W +■� x _J tM-- .ml.. WVo>It �j N M > ('� M .. oo,O n ui 11� L 1 J l it 7 IL In O � U I..Ll V D 12,�4t1�N: M.A,P. f G.P.L. CHECKED: M.A.P. DATE; (0 /2a/0I SCALE: A5 DOTED JOE3 NUMBER: 30100 SHEET: OF 15 SHEETS a vC fi �i REMSIONS BY L_1__1 c# _z > «, �Q�r°.,� 0 N " nax < �---- Z o ,_►_ FEE V) 0 (.0 <w< _j ('o LL_ P - , Wc)o> Q � V) Q M tIj U z (M- Q CL z Q O � W C) > W LI.J 0 Q <W C M ICL �L Q 0 C) DRAWN: M.A.P. CHECKED: J.C.H. DATE: 6-28-01 ASCNOTED JOB 30100 ER: SHEET: m 2 OF 15 SHEETS _ b - > r i• PLUMBING SPECIFICATIONS GENERAL t , ,. •. 1. THIS CONTRACTOR SHALL FUR ,1�tALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT NECESSARY TO PROVIDE COMPLETEPLUMBING; MAN THE it. PROVIDE APPROVED SHUT-OFF VALVES A REQUIRED AN STOP VALVES FOR At, FXURES. WATER HCATER"S ARE TO IE- PROVIDED WITH qOMEST_IC W,A,,. ER : Bad T R PUMP' . ECIFICATiON (IF RECQIFED SYSTEMS- N LESS SHOON PLANS` DIAGRAMS APPROVEDRAIN PANAD GRAIN PIPING, PRESSUREWN AND SPECIFICATIONS. A k' A PERFORMED Y SH L,L BE 9 A LICI�NSED PLUMBING CONTRACTOR AND TEMPEP RL RELIEF Y LVE SH T -OFF V AN - ATU A U _ ALVES, D ANTI $YPH4N, DEVICE. .LL ..WOR.. IN, A FIRST CLASS WORKMANLIKE MANNER USING ME'MOOS AND MATERIALS STANDARD TO`THE 12. HOT WATER.;,PIPING FOR LAVATORIES SINKS IN A HANDICAPPED ACCESSI E LOCA QN SHA L'BE U L1Mn� THISCONTRACTO • SHALL F RNISH N INSTAL MP T AN OPERATING, N R � U ADN � Cp ; . � E, E AND �, A TRADE: AND GENERALLY ACCEPTED IN THIE INDUSTRY, THE SYSTEMS SHALL BE FULLY TESTED. INSUL.AT'ED r *ERE E.XPOSEQ WITH APPROVED 3 4* CLOSED CELL ELASTOMI' R C IN ON / . E; (• LATI � APPROVED. "HY RO NEUMATI OR TANK S. PACKAGED PRESSURE: S Q � � LES CKAGE. P ES BOLI TER 2, DISINFECTED AND LEFT` IN A CO PI AN C M ETE D OPERABLE CONDITION, ALL WORKMANSHIP AND MATERIALS SHALL. BE IN STRICT ACCORDANCE WLTH THE STANDARA 1 3, ALL JOINTS,,SEALED. •; - PROVIDE APPROVEIa., MECHANICAL WATER HAMMER ARRESTOR ON ALL WATER RISERS QUAL TO a . _ - ->'� SYSTEM FOR THE gCMESTIC WATER. THE SYSTEM SHAT: BE DESIGNED FOR A TOTAL . PLUMBING CODE. STANDARD BUILDING. COOP. AND ALL OTHER APPUCABLE CODES OR THOSE AS MANL�FAC,TURED BY PRECISION PLUMBING PRODUCTS, INC., OR APPROVE EQUAL SYSTEM CAPACITY OF 150 GPM AGAINST A, TOTAL SYSTEM DISCHARGE PRESSURE ORDINANCES. APPLICATION AND: INSTALLATION SHALL BE IN ACCOROANCE WITH THE DRAWIWI GS AND THE N. OF g0- PSI WHEN SUPPLI D WITH A MINIMUM SUCTI N PR SUR F 30 P THE ELECTRIC E O ES E O SI E C 3. THIS CONTRACTOR SHA PAY F P IT F I LL A FOR AEI. ERM S. EES, NSPECTIONS: AND TESTING. APPROVED SUBSTITUTIONS REQUESTED" BY THE CONTRACTOR' SHALL BE PAID FOR BY THIL' CONTRACTOR. 14. MANUFACTURER'S RECO ATION . MMNO S ALT. DOMESTIC. HOT AND'C"49 WATER SYSTEMS SHALL: BE PRESSURE TES D AT 125 P FOR 3 HOU t 41 ?� � NS P OWER SUtPLY SHALL. 8E ,120f208 VOLT, I ASS. AEI. PIPING SHALL. BE TYPE K COPPER. COMPLETE 4. TIJIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE 1))�•Yf AR FROM THE DATE OF ACCEPTANCE. CORRECTION OF ANY DEFECTS WIM NO LEMS'OR` LOSS t�F PRESSURE. THEY SHALL THEN BE FLUSHED hIOROUGHL.Y" ANO DISINFECTED AND TESTED FOR CONTAmitonON IN ACCORDANCE WITH THE STAMOARD PLUMBIN CODE AND THE � THE SYSTEM SHALL BE WITH CHECK VALVES, SUCTION ANLL DISCHARGE PRESSURE N GAUGES, ISOkATION VALVES. BY-PASS VALVES, ALL ELECTRICAL WIRING, AND NECESSARY SHALL, B COMPLETED ATHOUT CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY EPSN STATE SQARI3 OF HEALn+ RECOl+MENDATIONS. CONTROLS. LOW SUCTION PRESSURE- AL A SE f IMMEDIATE SHUT OWN "OF TN Y M A D L C U MME E q E SYS N OTHER WORK AFFECTED 8Y THE DEFlGT. T 15. ALL WASTE AND VENT PIPING, SHALL BE ASTM APPROVED< SERVICE WEIGHT CAST` IRON, 5CHED40 PVC-DWV, THE SYSTEM SHALL AUTOMATICALLY RESTART UPON RETURN. OF SUCTION- PRESSURE. COORDINATE 3. THE CONTRACT VL TTN OR SHALL, . S! E JOPSITE AND THOROUGHLY FAMIUARIZE HIMSELF WMTN ALL MEASUREMENTS OR S N A OTEP OR' OT'HE,RWFSE REQUIRED 9Y' THE AUTHORITY HAVING JURISDICTION. WATER SEAL TRAPS, ELECTRICAL ELEC R CAL REQUIREMENTS AND ELECTRICAL SYSTEV DESIGN AND ADJUST AS REQUIRED. EXISTING CONDITIONS, AND REQUIREMENTS OF 11iE JOB: THE DRAWINGS ARE TRAP PRIMERS AND CLMOUTS SHALL' BE PROVIDED PEN CODE RE IREM WHERE WASTE OR VENT APPROPRIATE DIAGRAMMATIC. DO NOT SCALE, SHOU�.D THE CONTRACTOR OETERMINe THAT ANY PART QF THE PINING PENETRATES A, FIRE- RATED WALL OR CEIUNG . ASSEMBLY. AN FIRE STOP DESIGN WILL NOT MEET TIDE DESIGN INTENnONS, SPECIFICATIONS, OR CODES, HE SHALL NOTIFY THE MATERIAL SHALL BE _USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND U.L° LISTING. , 6. ARCHITECT/ENGINEER PRIOk TO CO MEN(0ENT OF WORK. 18. ALL PIPING. INSTALLED BELOW GRADE SHALL. BE PROPERLY BEDDED IN LEVEE. TRENCH BOTTOMS PROVIDE ALE PLUMBING FIXTURES AD REQUIRED, FITTINGS NO LESS THAN DESCRIBED IN THE FOR EVEN SUPPORT THROUGHOUT. PIPING INSTALLED ABOVE GRADE: SHALL., BE SUPPORTED WITH DRAWINGS. ALL MATERIALS SHALL BE NEW AND APPROVED BY LOCAL. CODES, ALL FIXTURES SHALL APPROVED PIPE HANGERS USING METHODS AND SPACING IN COMPLIANCE WITH STANDARD WORK BE PROVIDED WITH WATER FLOW RESTRICTORS THAT MEET THE FLORIDA ENERGY EFFICIENCY PRACTICE, LOCAL CODES, O►R, THE PIPE MANUFACTURER'S RECOMMENDATIONS.CODE REQUIREMENTS. 17: WHERE DISSIMILAR, METALS ARI: TO BE JOINED, APPROVED INSULATING UNIONS SHALL, BE USED. 7. ALL CUTTING, PATCHING. EXCAVATION, AND BACKFILL, REQUIRED FOR THIS WORK SHALL DE PART OF THIS CONTRACT. 8. ALL WORK SHALL BE COORDINATED ,WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 9. VERIFY INVERT ELEVATIONS. SE=RVICE LOCATIONS, SIZE, ELEVATION AND LOCATION OF ALL EXLSTING UNDERGROUND FACILITIES .PRIOR TO BEGINNING WORK. ADVISE INE OWNER OR THE ARCNITEC r/ENGINEER OF ANY DISCREPANCIES OR CONFLICTS. ANY DAMAGE TO PROPERTY OF OTHERS AS A RESULT OF THIS CONTRACTOR'S WORK WILL BE PAID FOR BY THIS CONTRACTOR AT NO COST TO THE QWNER. 10. ALL WATER PIPING SHALL BE ASTM APPROVED COPPER, ABOVE GLADE TYPE "L', BELOW GRADE TYPE "K". BELOW GRADE EXTERIOR WATER LINES MAY BE SO4.40 CPVC SUBJECT TO THE OWNER'S APPROVAL AND LOCAL CODES. HOT AND COLD WATER LINES SHALL BE SIZED FOR A MAXIMUM OF 7 FEET PER SEC WATER VELOCITY PER CODE DEMAND LOADING OR AS OTHERWISE REQ D. BY CODE AND SHALL BE EXTENDED TO ALL FIXTURES AS REQUIRED EVEN IF NOT SHOWN IN THE DRAWINGS. INSTALL PIPING mm SUFFICIENT OFFSETS TO ALLOW FOR FREE EXPANSION AND CONTRACTION OF THE PIPING SYSTEM WITHOUT DAMAGE OR LEAKS, a vC fi �i REMSIONS BY L_1__1 c# _z > «, �Q�r°.,� 0 N " nax < �---- Z o ,_►_ FEE V) 0 (.0 <w< _j ('o LL_ P - , Wc)o> Q � V) Q M tIj U z (M- Q CL z Q O � W C) > W LI.J 0 Q <W C M ICL �L Q 0 C) DRAWN: M.A.P. CHECKED: J.C.H. DATE: 6-28-01 ASCNOTED JOB 30100 ER: SHEET: m 2 OF 15 SHEETS GENERAL PLUMBING NOTES: 1. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARD PLUMBING CODE (LATEST ADOPTED EDITION) AND ALL OTHER STATE AND/OR LOCAL CODES AS APPLICABLE. 2. DRAWINGS ARE DIAGRAMMATIC, AND THE OMISSION OF ANY ITEM NECESSARY FOR THE PROPER INSTALLATION AND/OR FUNCTION OF THE SYSTEM(S) SHALL NOT RELIEVE THE PLUMBING CONTRACTOR FROM FURNISHING AND INSTALLING SAME. 3. ALL PLUMBING FIXTURES SHALL HAVE INDIVIDUAL WATER SHUT—OFFS (HOT AND COLD) - LOCATED IN AN ACCESSABLE PLACE. 4. WATER HEATERS SHALL BE PLACED IN A "SAFE—PAN" AND COMPLY WITH SECTIONS' 501, 507, AND 613 OF THE STANDARD PLUMBING CODE, ASHRAE STANDARD 90-75, AND THE FLORIDA ENERGY EFFICIENCY CODE FOR' BUILDING CONSTRUCTION AS ADOPTED AND/OR AMENDED. 5. VENT PIPES SHALL COMPLY WITH CHAPTER 900 OF THE STANDARD PLUMBING CODE AND SHALL BE CONNECTED TO THE VENT STACK A MINIMUM OF 6" ABOVE THE FLOOD RIM OF THE HIGHEST FIXTURE SERVED BY THE VENT PIPE. 6. VERIFY ALL KITCHEN EQUIPMENT PLUMBING REQUIREMENTS PRIOR TO INSTALLATION OF WATER AND WASTE LINES. 7. PROVIDE 1/4" COPPER WATER SUPPLY LINE(S) (NOT SHOWN) AS REQUIRED BY EQUIPMENT SPECS. 8. ALL WORK SHALL COMPLY WITH LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS. 9. MERE PVC WASTE, WATER OR VENT PIPING PENETRATES A FIRE—RATED ASSEMBLY, AN APPROVED APPROPRIATE FIRE—STOP MATERIAL SHALL BE USED (3M "FIRE BARRIER" OR AN APPROVED EQUAL) AND INSTALLED PER MANUFACTURER'S SPECS. ROOF 4TH 3RD 2ND 1ST F LJAIAlArM ADOCeTAO WATER RISER NTS il GARAGE "A" 20 F.U.'S k;.V. )) B )) 12 F.U.'S "C" 24 F.U.'S J) D )) ."E" 24 F.U.'S 24 F.U.'S . 4" C. 0. 4- C.O. ))F)) G1. 16 F.U.'S 218 F.U.'S )PC—, J) CONSULTING SERVICES, INC JON C. HAMLIN, PE 7257 ROYAL OAK DR. SPRING HILL, FL 34607 � K � 0 0 �4"VTR [4"VTR j [4 -VTR J L -Li L4 -VTR Li [4 -.VTR W u 4 -VTR [4"VTR x z M 3ps :r cr- 0 V) 0 <LLi <-i (o 3" LL_ z Aj m -F Lij 0 -4 Lij ('14 I > 4" _F < 04 co z 50 400 i4-16 4 -Li 200 14* z z 4"4" 2" 21 Ld 1 2"l 13" 1 Z z L. T. 0 i'_- L r r 1 UW SINK CL Ld < 0 LL_ V) 0 < (o Q XLLJ C) (o D 0 z 0Z F= __ ow WSHR 0 TUB T LJr LAV 7LAV o SH LAV. LAV. WSHR WH FL. SAFE PA��4i _V4 2 AHU 1 2's 1 2" ------------ ------------ SINK � L T L. Ir � i � Dw WSHR TUB LAV 1) V 1 LA V. 7 LAV. 7 WSHR WIA Z4 SAFE PA� j _j 21# Lf�SHWR AHU 2" 2 ------------ t ------------ 42s 4" i 4" 4-m ► 4;# 2" L T L. T. L. SINK ; i � i :_ WSHR 1 TUB LAV _7LAV 1 SH LAV. LAV. WSHR" WH 3 4" L. v SAFE PAW= Pzt 2 24— AHU 3* P-.'SHWR 3-11 L---------- ---------- L. T. L. T SINK 1 !DW WSHR smtmy TEE TUB LAV _7LAV SMTMY TEE rypw.AL SHM LA V. L AV. WSHR WN 3 4' L. Lr SAFE P�� ru - 41� 4" �4 2" WR I" INDIRECT / 2"1 WASTE (TYP) AHU C. 0. _�4 _4 W.C. 4 1.4 r 0- --C. 0. W.C. c. 0. GARAGE "A" 20 F.U.'S k;.V. )) B )) 12 F.U.'S "C" 24 F.U.'S J) D )) ."E" 24 F.U.'S 24 F.U.'S . 4" C. 0. 4- C.O. ))F)) G1. 16 F.U.'S 218 F.U.'S )PC—, J) CONSULTING SERVICES, INC JON C. HAMLIN, PE 7257 ROYAL OAK DR. SPRING HILL, FL 34607 � K � 0 DRAWN: M.A.P. CHECKED: M.A.P.,J.C.H. DATE: 4-27-00 S A&& ASC ED JOBAU MER: SHEET: M-3 OF 15 SHEETS 0 0 m < Li It L -Li Li > < < 0) co W u n 0 x z M :r cr- 0 V) 0 <LLi <-i (o LL_ z Aj m -F Lij 0 -4 Lij ('14 I > V) < _F < 04 co z 50 _tj ltJ -Li 200 z z Ld Z z 0 i'_- Ld (f) UW CL Ld < 0 LL_ V) 0 < (o Q XLLJ C) (o D 0 z 0Z F= o V) w U) 0 T LJr n -J o DRAWN: M.A.P. CHECKED: M.A.P.,J.C.H. DATE: 4-27-00 S A&& ASC ED JOBAU MER: SHEET: M-3 OF 15 SHEETS 0 0 m < L -Li W u M 0 DRAWN: M.A.P. CHECKED: M.A.P.,J.C.H. DATE: 4-27-00 S A&& ASC ED JOBAU MER: SHEET: M-3 OF 15 SHEETS