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Ocean Harbor Towers 94-04136 - 94-04151
Y JURiSDICT PROJECT I` BUILDING PLAN CHECK LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 407-467-2312 FAX 407-467-2325 N: St. Lucie County ME: OCEAN HARBOR TOWERS M. H. Williams ARCHITEC Slattery b Root OWNER: Lachance Association LOCATION �� 5167 N. Ocean Dr. BUILDING IZE: 118,800 sq. ft. OCCUPAN Y TYPE: Residential R-2 CONSTRU TION TYPE: SBCCI. _II NFPA. 1(332) FIRE PROT CTION: Automatic Sprinkler Yes X No Occupancy Hazard N.F.P.A. #13 t.1 Requi 1. r PLAN NUMBER #6413 BUILDING DEPT. NO. 41359 PHONE NUMBER, 391-0212 PHONE NUMBER— 407-392-37^_ DATE RECEIVED 8-11-94 8-15-94 NUMBER OF STORIES 11 BUILDING HEIGHT 99, The mi imum construction type permitted is Type II as indicated in the Southern Standarc Builds g Code, 'fable 500. The hourly fire resistance ratings are not indicated. 2. Automa is Sprinkler System. a. The Fire Department Siamese Connection shall be located n the system side of the check valve and the OS & Y valve. The fire department siamese shall be located ouz- si e the valve pit. b. T engineer of record shall furnish documentation on the rated capacity of the fire P p. c. P ovide a fire hydrant on the supply side of the valve pit. d. P rmitting. 1. The Fire Marshal requires a letter from the architect stating who the engineer c record will be who is designing the sprinkler system. No underground or other sprinkler installation is permitted until the Fire Marshal is in receipt of thi- letter. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 1 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY.— DATE—/6' Shee! No. % of `3 dG WLl4N CHECK IUED: OCEAN HARBOR TOWERS #64,13 2. The contractorshall provide three (3) sets of plans and three (3) lhydraulic calcuations to the;Fire Marshal's Office. 3. IPlans and calcuations shall be signed and sealed by the engineer of System Supervision. 1 2. 3. sets of record. Where an approved automatic sprinkler system is provided either as a requirement or as an alternative, the system shall be supervised by a central station facility approved by the Fire Marshal of St. Lucie County. Where the system may be disabled by closing or valves, interruption of power, etc., adequate supervision shall be provided to sound a trouble alarm when the system is deactivated to the central station facility. When a building fire protective signaling system is provided, activation of the automatic sprinkler system shall cause the building alarm to sound. f Installation. ' 1. Fire protection systems contractor shall be a Florida certified contractor I or II. A certified contractor V is permitted to install the underground piping 1 from the point of connection to one (1) foot above the finished floor. 2. The fire protection systems contractor installing an automatic srpinkler system employing water as an exting;uishing agent shall sue-prvise and be responsible for the complete system except that a contractor V installing the underground' pipe shall supervise and be responsible only for the portion he installs. 3. If the above ground pipe is isntalled by a contractor other than the one who J installed the underground, the contractor shall be repponsible to obtian a copy of the underground certificate form the underground contractor and maintain it on file before connection to the underground is made. - 4. Upon completion of the final installation of the above ground piping, the contrac shall conduct tests and sign and maintain on file the Contractor's Material and Test Certificate for above ground piping as specified in NFPA #13. 5. The contractor shall present copies of test certifications to the County Fire Marshal upon completion of hydro test. 6. The hydro test shall be tested for two (2) hours at 200 psi. 7. The Fire Marshal requires 24 hour notice on all sprinkler inspections. 8. The automatic sprinkler contractor I or I or V shall present a copy of his Florida State Certification upon making application to the Fire Marshal. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS a HOUR NOTICE REOUIRED ON ALL INSPECTIONS > B Y' nruae DATE 17 / 6 -Fl 'IEP 'E F.P.B. e Island vent Florida-,', 950 Sheet No. o? of _ BUILDING PLAN CHECK ;ONTINUED: 36413 OCEAN HARBOR TOWERS 9. The permit must be signed by the company qualifier or a letter the name of the mployee who is able to sign the permit. g. (notarized)`statiF Underground Piping, y 1. Duct tile iron, copper pipe, or polyvinyl chloride (PVC), AWWA CC-900 shall meet the minimum requirements of DR 14 for critical use in fire lines. Undergrounds piping shall be F/M or UL listed for this minimum use. NOTE: C-900, DR-18 is not permitted for underground piping for sprinkler system 3, Fire Alarm. a. b. This occupancy is required to comply with the requirements of the Ameril Disabilities Act (ADA) effective.Janaury 26, 1993; this occupancy being • Place , of lodging. Permitting. 1. A separate permit is reuqired by the St. Lucie County Fire Marshal's Office. Installation shall be by a certified alarm system contractor I (EF) or a certifi d unlimited electrical contractor (EC or EF). 2. The contractor shall furnish a copy of his State certification upon making application. 3. No person shall install or operate a fire alarm system serving a building or portion thereof unless a fire alarm permit in the form of a decal has been issued. Applications for fire alarm permits shall be made to the St. Lucie County Taw Collector on forms provided by the Tax Collector. The application shall be signed by the alarm user. c. Plans review will be done at time of permitting. 4. Knox Box. a. A Knox Box shall be installed per direction and location of the Fire Marshal. b. A Knox Box application shall be obtained at the office of theFire Marshal. c. The application must be signed by the Fire Marshal d. The Knox Box shall contain an access key(s) so entry may be gained by emergency personnel to access the automatic sprinkler control valves and/or the fire alarm panel. 5. Handrails on stairways shall be a maximum of 32'. ADA Requirements. Guard rails shall be a minimum of 42". 6. Provide a 2A-IOBC rated fire extingusiher for each 75' of travel. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS REVIEWED BY:�SgCr`l� ---- ",,/ AT UFF 1 5 ,:LUCIE FT. PIERCE F.P.B. Sheet No s of 2,5O;Rhode Island Avenue I= Pierce, Florida 34950 4 JURISDIC PROJECT CONTRA( ARCHITE( OWNER: _ LOCATIOI BUILDING OCCUPAt 1. Prov in g i 2. The ga one (1 the fl If BUILDING PLAN CHECK ST. LUCIE COUNTY -FORT PIERCE FIRE PREVENTION BUREAU FORT PIERCE, FLORIDA TELEPHONE 407-467.2312 FAX 407-467-2325 ION: St. Lucie County 4AME: OCEAN HARBOR TOWERS FOR:. M. H. Williams r: Slattery & Root PLAN NUMBER #6413 BUILDING DEPT. NO. 41362-41368 PHONE NUMBER— 391-0212 PHONE NUMBER 407-392-3720 DATE RECEIVED 8-11-94 _ 1 5167 N. Ocean Dr. 8-15-94 SIZE: Varies: 4000 being the largestNUMBER OF STORIES i__.e— CY TYPE: Storage/garage BUILDING HEIGHT TION TYPE: SBCCi. IV Un PARKING GARAGES NFPA. III (000) 'ECTION: Automatic Sprinkler Yes — No X Occupancy Hazard N.F.P.A. #13 a 2A-10BC rated fire extinguisher for each 75' of travel. Sugget they be mounted front metal cabinets. ge buildings that are in excess of 3,000 square feet shall be provided with a hour rated partition at midpoint of the garage. This partition shall extend fros. r to the underside of the roof deck. CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTIONS 24 HOUR NOTICE REQUIRED ON ALL INSPECTIONS DATE O' IZ0 49" Sheet -No. ! of-! A u :1 1 VEGETATION ENVIRONMENTAL PL/NININGISITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPUER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL) FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT FOR OFFICE USE ONLY REQUIRED DATE RECEIVED NOT REQUIRED [l _ [ ) ----- [ f _ REQUIRED FPS ------ - ' BP VALUE PLANS -REVIEW FEE $ r Op RADON FEE $ C OF C FEE, $ .C� RC_ PTA D ROAD IMPACT FEE ROAD IMPACT DISTRICT ROAD IMPACT ZONE - _ ROAD-IMPACTCREDIT- �s [ 7_ rIo [ I ALTERNATE DEV FED $ - - - - - AUT_ DTI!_ FEE ZONE SCHOOL IMPACT FEE $ { I j 2•f3)SCHOOL IMPACT CREDIT YES SCHOOL BOARD APPROVED [I NOS POLICE IMPACT FEE $`"� FIRE IMPACT FEE $ (� SUB PERMITS REQUIRED NOT REQUIRED GAS [ ) AIR CONDITIONING ELECTRIC PLUMBING [ ) [ ) SCREEN ENCUFENCE [ ) [ ) ROOF [ ) DRIVEWAY [ ) ZONING CHECKS 7 COVERAGEC A EASEMENTS OT SPUTS FOR OFFICE USE ONLY REQUIRED VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL)_ FL DOT SLC STORMWATER PER MANGROVE ALT ,SEA TURTLE PROT BP VALUE s PLANS -REVIEW FEE $. C OF C FEE- ' ROADIMPACTF $_ ROAD IMPACT I(`T ALTERNAT DEV FEE ft - - SCHOOL IMPACT FEE SCi-i00LB0ARD APPR( POLICE IMPACT FEE DATE RECEIVED NOT REQUIRED I] t) [l fl REQUIRED FEES ------- RADON FEE RCPT # it otI ALT" tl mE ZONE -)CREDIT. YES t 7 NO 17 �TIFEE $ 'SUB PERMITS REQUIRED NOT REQUIRED GAR ( ) 7 AIR CONDITIONING ( ) ELECTRIC 1 PLUMBING SCREEN ENCUFENCE ROOF DRIVEWAY I:JL ( ZONING CHECKS SRL -%/'�^LOT COVERAGE EASEMENT , LOT SpljTS FOR OFFICE USE ONLY VEGETATION REQUIRED DATE RECEIVED NOT REQUIRED ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT I USA TAZ - - ---- [ ) WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION I I [ ) FL DNR (CCCL). -- FL DOT SLC STORMWATER PER f j MANGROVE ALT _ SEA TURTLE PROT REQUIRED FEES ------ - - - SP VALUE 00 PLANS-REVIEVV FEE $ 1 C OF C FEE,. _ RADON FEE $ _ $ RCPT JS f I ROAD IMPACT FEE $ . ROAD IMPACT D CT RO MPACT { ROA&IMPACT .- YES f I NO l ` ALTERNATE D FEE - - $ Z NE _ SCHOOL IMPACT FEE --- SCH SCHOOL 73oARD APPRo OOL CT CREDIT YES j ] NO f j POLICO�IMPACT FEE $' YES I l- NO, FIRE IRMA SUB PERMITS REQUIRED - NOT REQUIRED GAS AIR CONDITIONING ELECTRIC [) [ ) PLUMBING SCREEN ENCUFENCE f� [ ROOF f) DRIVEWAY Il (((///,,���• ZONING CHECKS _ QT COVERAGE V 'q EASEMENT - /� —O TOT SPLITS Im I A�p. VEGETATION ENVIRONMENTAL PLANNING/SiTE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION FL DNR (CCCL)_ FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT BP VALUE PLANS -REVIEW FEE C OF C FEE- ROAD IMPACT 4 ROAD IMPACT D rJ- ROAD IMPACT" jT y ALTERNATE FEE - . -$ SCHOOL IMPACT FEE $ SCHOOL;IBOARD APPROVE POLICE IMPACTFEE :..- -' PR& FOR OFFICE USE ONLY REQUIRED DATE RECEIVED NOT REQUIRED 40 [) [ ) C] _ (] -- REQUIRED FEES ------ - . - RCPT� - - -__ IS SCHOOL IMP CT YES[ YES [I NO [ ] l td0: Ix l FIRE IMPA $ SUB PER/ MITS REQUIRED NOT REQUIRED GAS -- AIR CONDITIONING ( ) ( ] ELECTRIC () ( ) PLUMBING SCREEN ENCUFENCE [) [ ) ROOF [ ) DRIVEWAY ZONING CHECKS COVERAGE ZSEMENT LOT SPLITS VEGETATION ENVIRONMENTAL PLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPLIER SEINER SUPPLIER DER CERTIFICATION FL DNR (CCCL)_ FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT BP VALUE PLANS -REVIEW FEE C OF C FEE_ ROAD IMPACT FEE ROADIMPACT D Gr ROAD -IMPACT I ALTET?NATE D FEE - . Cp SCHOOL IMPACT FEE SCHOOLBOARDAPPRO POLICE IMPACT FEE . SUB: PERMITS GAS PR CONDITIONING ELECTRIC PLUMBING SCREEN ENCL/FENCE ROOF 11 FOR OFFICE USE ONLY REQUIRED . PR# 13 C,) 4 DATE RECEIVED • - • a is If SIT YES [ ] NO j ] REQUIRED f ZONINGCHECKS L J - T COVERAGE 17' -EASEMENT /'�T SPUTS l P. 4 ✓ � FOR OFFICE USE ONLY REQ UIRED R ED GATE REC EIVED D ivE NO T REQUIRED VEGETATION R ENVIRONMENTAL { } PLANNING/SFTE PLAN { � CODE ENFORCEMENT [ USA [ I{ 7 TAz WATER SUPPLIER { { SEWER SUPPLIER �� { DER CERTIFICATION { 1 FL DNR (CCCL)_ [ 1 FL DOT [ l SLC STORMWATER PER [ MANGROVE ALT SEA TURTLE PROT { I TA N �35 t BP VALUE ' PLANS -REVIEW F C OF C dFEROAD iMPROAD IMP TIE DEV Ff IMPACT �) OLICE IMPACT SUS PERMITS GAS AIR CONDITIONING ELECTRIC PLUMBING SCREEN ENCUFENCE ROOF DRIVEWAY REQUIRED FEES ------- - - - RADON FEE $ 3FT 1, is [ ao ono - • • REQUIRED NOT REQUIRED ZONING CHECKS BRL EQT COVERAGE ;aIEASEMENT G' i`� LOT SPLITS I � `� f PR# ✓ FOR OFFICE USE ONLY REQUIRED DATE RECEIVED NOT REQUIRED VEGETATION j ] ENVIRONMENTAL [ ] PLANNING/SITE PLAN { ] CODE ENFORCEMENT ( l USA ( ] [ ] TAZ WATER SUPPLIER SEWER SUPPLIER DER CERTIFICATION j J FL DNR (CCCL). [ J FL DOT [ J SLC STORMWATER PER [ J MANGROVE ALT SEA TURTLE PROT I �o BP VALUE $_ PLANS -REVIEW FEE $ C OF C FEE $ ROAD IMPACT $ - ROADIMPACT CT ROAD -PA CREDIT ALTERNPi EV I� SCHOOI IMPACT FEE IMPACT FEE PERMITS REQUIRED FEES ------- - - - RADON FEE $ RCPT � is t I fI /- -- - - CREDIT. YES [ J NO C I fI NOT REQUIRED GAS AIR CONDITIONING ELECTRIC [ I I I PLUMBING { ) ( ] SCREEN ENCUFENCE j) ROOF (J ( ] DRIVEWAY ZONING CHECKS t L ,f tOT COVERAGE �EASEnlEN7 _ er Sf'U7S VEGETATION ENVIRONMENTAL FLANNING/SITE PLAN CODE ENFORCEMENT USA TAZ WATER SUPPI IER SEWER SUPPUER DER CERTIFICA_nON FL DNR (CCCL)_ FL DOT SLC STORMWATER PER MANGROVE ALT SEA TURTLE PROT �1I�> b BP VALUE PLANS -REVIEW FEE COFCFEE, ROADIMPACT ROAD IMP.", DJSTRICI FOR OFFICE USE ONLY REQUIRED DATE RECEIVED NOT REQUIRED fl I) - Il [l _ REQUIRED FEES --- ---- ROAD -IMP CRIDTf2�2Etr DEVFEE-. _FEEZONE Sam, L IMPACT FEE L L IMPACT CREDIT. YES 17 NOSCI IOOL"BOARD APPI)lJ] t No-[ 7 �i POLICE IMPACT FEE j$: SIRE IMPACT FEE E $ SUB PERMITS REQUIRED NOT REQUIRED GAS AIR CONDITIONING [) [ ) ELECTRIC [) [ ) PLUMBING [ ) [ ) SCREEN ENCUFENCE [ ) ROOF [) [ DRIVEWAY [) I ) ZONING CHECKS BBt O r COVERAGE EASEMENT JOT SPUTS I ETATION JNMENTAL ING/SITE PLAN ENFORCEMENT AZ ATER SUPPUER SEWER SUPPLIER PER CERTIFICATION ELLDNR (CCCL) DOT SLC STORMWATER PER MANGROVE ALT }SEA TURTLE PROT I $P VALUE ' �tANS.REVIEW FEE OF C FEE - ROAD IMPACT F ¢TOAD IMPACT ISfRi[ T FOR OFFICE USE ONLY REQUIRED PRJflS/� DATE RECEIVED NOT REQUIRED p �Z_ fMPgCpCFi R n IMPACT NE [ TERN TE/fjEV FEE - . -$ NO j AL _ DEV ZONE C SCHOOL IMPACT FEE $ " �— b aCHOOt 'BOARD �L APPROVED PTION ACT CREDIT. YES j l NO [ ) a POLICE IMPACT FEE $_ * I NO. j ) . FI PACT FEE $ §UB PERMITS REQUIRED NOT REQUIRED /JR CONDITIONING ( ) [ ) EI-ECT UG (7 [ l PLUMBING CREEN ENCLJFENCE ROOF (] RIVEWAY (J tl (j ZONING CHECKS � EL � r" ' t_Or COVERAGE SEMENT" lOT SPLITS BURTON BRASWELL MIDDLEBROOKS ASSOCIATES, INC. IF Consulting Structural Engineers 1700 N. Dixie Highway, Suite 152 Boca Raton, FL 33432 (407) 750.1916 108 SHEET NO. OF J�� CALCULATED BY DATE CHECKED BY DATE_ SCALE I `v,FlmWd FLEET m Ordef PHONE TOLL FREE I U0 MP 380 ST. LUCIE comy DE';PARTIAW OF COMMUNITY DEVELOPMENT 23M VIRGWA AVENUE, ROOM 201 Ii. PIERCE. FL. 34N2-M2 407-462-1553 DESIGN, CERTIFICATION FOR WND LOAD COMPLIANCE This Certification is to be oomcieted by the proioc:i design architect or engineer. This Certification must be submitted with all applications for building permit Involving the construction of now residence (single or multi -family), residentiat addition, any accessory structure requiring a building permit, and any norunsidamiai Wucture. This Certification shail net Apply to interior ronovetians (provided that no structural ells, �lumns or other aimilar component is being effected) and certain c4itdr minor bu ldhg permit&. For further Assistance, ple contact the Bullding Inspection Office at 4U-1553 or 462-2172. PROJECT 3TRE£f ADDRESS �C TdC T 1' Iit Ali ; 'A� �x 4.r 4-1r n, .s u� r� 4r,�� . CER 7IFY Till T, TO THE HEST OF My KNOWLEDGE AND $EUEF, THESE PLANS AND SPECIFICATIONS WE SEEM D IGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PQRTION OF TFiE BUILDING CODES 7RRENTLY OPTED AND ENFORCED BY ST. LUCIF COUNTY, I ALSO CERTIFY THAT STRUCTURAL .EMENTS 4 ICTEC 9N "THESE PLANK PR+I VIrlE ADEOUATT RESISTANCE TO Ti IC WIND LOAD$ AND 3RCES SPEC F1ED SY CURRENT CODE PRaVISIONS. SUILDfN(R' CODE :DMCN USED Nsx-q /qqd sscct RSCE r-s 0THM f'SPEGwr WILDING DMON M iq*XCK'OM) 34CLOSM ,ARYbR y cN =wm ^#'RN 8U8.DINC X_ SUILOM HEt3iii`. Y�%� r7 < 't, W SPEED USO !N SUILDM DESIGN: %/O MPH INMia RE CLASSIFr-A.TICN ;mEn-o€9r4*ztitE Tsai �r,R�rt,e aX7F: WBm�16�ut xine.,} //�� 1MHV frL[xaf f PRESSURE ON Z T AM OF S'id3IMRF.: 1, ? AK VOID VELDCITY PRI561M ON MCi MC*t FACES C,- MRWTW.9 1 AIKWA CENSE FACMR icuTAm maw i orA7Fi: ` w LOADs FUMt/1% Pw RCOFIDEAD: -w ROOFANE PSR L% VwVMSMT= MOAR WAU.s CCNSKXM FOR STRUCTURE im*cK owi YES No tr No. wtq? ianaai ) t8 A LOM PATH PRO�RDED tt K OW "irS No „ iI NO, 'bt>Ir? JW80 r 1MMPONEW AND CI ACCING DETAliB PRCM1 $ ;c► ac »> '✓' � NO / y no. '4w 4attarlr I Mama SOtL SEAMG PRESSURE PSP i is Wili011Y AND HEREBY ! $Y i', FY THE INFORMATION INr p YVI7h. :ER77PYCA lO 1S TRUE ANR CoRRECT, TO TI42 BEST OF MY KNO AND BEi.jEF tAAAE: ,. Dt:SIGN IRM:1rc>�rTE %G00! h — N0l1-17-195 FRI 17:12 ID:DSHTLhNTSC CLFP FTI1Y TEL Nii:51--. 939-5E60 4092 P71 — - w t o Porrnerly Daly Gxomalez L,rour, Int. ll 1_>9yS SUttrh t_:LweL3nd Aodrwc Suitt 187 Fort Myers, FL 33907 I'939.5 M 4 Pax 513/939.5660 CONSULTING ENGINEERS November 17, 1995 Mr. Hick [fanning M.H. Williams Construction CO. / 5167 N. AIA N. Hutchlnsin Island, FL 34949 SUBJECT: WATER SERVICE OCEAN HARBOR TOWER Tq__,9z1fD.SMan6c PROJECTNO. 94061.UU Dear Hick We understand that a backflow preventer is required on the water service to the subject building. A proposal has been forwarded to us to install a 3" backflow preventer within the pump room of the building. This unit will be located upstream of any takeoffs and will be located near the water entry point into the building. Additionally, the backflow preventer will be provided with a capture basin and drain pipe to discharge any leakage onto grade (green area) adjacent to the pump room. This proposal is acceptable to us. Please provide Information on the as -built drawings of the facility as to location, manufacturer, and model number of the backflow preventer for our records. Please call at your convenience it you have questions or need other information. Sincerely, e4Annun4en Senior Vice President Fla. Reg. #48373 PMK/ef S_: a VI+ EXISTING 8 STORY 11 11 10 15 S 89'32'48" W 154.00' existing paving m k N � B4�I4;"A'u xN s';r�Mtepy da9 u"#W.flNWdSmI.'�iel 4'�CM�WP 4� I 1 STORY CLUBHOUSE I III I I :Now L 0r ?• M14 ' 'I mx Al 5`Jj' s TP1" • • • • _• �� 0541 00 l� R &1 rq 4 egcl Description ■ 5 o I 4 N n S o I O N 893 E a 2 r � al H U N O 16 17 21 iB' m 26' : 16' 8' 16' F.F. 'DRY CONDOMINIUM r u f= - B : y �1 t 'a 4f 4 F� 8 EXISTING 8 STORY property line 176.00' FIRE PUMP C.B.S. UMP 3 i EXIST - - 1 - 10' 30' 1 CARPORT - Is L 16' 8' 16' 26' B 2 , � lI11. nr line of canopy above o OL l d (typ) Q I I O Q U III A PORTION OF PARCEL "A", BEING KNOWN AS BUILDING "E" PARCEL ACCORDING TO THE dddd — I 10 10 I I 10 10 m vim^'- , I• I xg:; MAP THEREOF IN SECTIONS 10 AND 11, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST.LUCIE I ryR 6 _ _ I — I ' Z 1 r s 1 COUNTY, FLORIDA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: a I I I FROM THE INTERSECTION OF A LINE LYING 3,220 FEET SOUTH OF AND PARALLEL TO zo' o' I_ THE NORTH LINES OF SAID SECTION 10 AND 11, WITH THE WEST RIGHT—OF—WAY OF STATE I 18 i6 18 18 — ROAD At A, A DISTANCE OF 630.57 FEET; THENCE RUN SOUTH 89'32'48" WEST PARALLEL O O O TO THE NORTH LINE OF SAID SECTIONS 10 AND 11, ALSO BEING THE SOUTH LINE OF I O N N --- PARCEL "A", A DISTANCE OF 405.63 FEET TO THE POINT OF BEGINNING OF THE HEREIN I 8 DESCRIBED PARCEL; THENCE NORTH 00'27'12" WEST, 233.67 FEET; THENCE SOUTH _ 14'32'48"WEST 115 FEET MORE OR LESS TO THE INTERSECTION OF THE EXISTING '' ;" " BULKHEAD; THENCE SOUTHEASTERLY MEANDERING WITH SAID BULKHEAD TO A POINT WHICH IS 3,828.75 FEET SOUTH OF THE NORTH LINE OF SAID SECTION 10 AND 11;THENCE15Algrfl RUN NORTH 89'32'48" EAST, 310 FEET MORE OR LESS TO THE POINT OF BEGINNING. N 22 10' FPdi Ea ant -- — — " ---------- ----'-- — — — ------ t F 5 c'} « .. .. .. .. .. .. . . N 89*U480 E, 314.40' =k y ., '.,, ye+ ,. �t - u. i �• .r: k ,. Q:. , :' f' 1. 1u4 1: � �4 i ;i �,� p &' a �,,. i ., ,.` I ;i . . s '% • .. : �N e Plan E as"J= 1x 6'.E t } r Site 1 '!�7 .n. .. , y+, ry + ":a 4zs- i,:.l. �` .. „ b ,� � r''� ' t ,� �� �' f q � Sri �.�'� I I r,� trr�� �rl lxi'i t :i'` •; :. Y '' z t 5 1.,., � '� ;,�' .. " S SCALE: 1 30' ..ors �vu "<'39 ,.if".ks iaa':.. x•.""ae I 6 a S K �Q A 1\ 1� PERMIT Sh - I . . . . . . . . . . 14 qT 5,0�-'dp W gii�"41-, *W %i, 13 11 EEL ik �W R, k=,4-210 SRI V I CLOSET 9, Nii, t* SA , K FiN g "k,"S I "" tTC 5, 41 'A kill 4W 1. ,H VFS 14 N V 01& r GENERAL NOTES FLO()R PLAN It Al CBS wells to receive approved R- $I mb. I hVAaflom WOW 11111111 Z SW walls to receive R-' bell lnsulcllon ar�u ul: coilkYgs to receive R-'�obutl "Litallon for OR ccnditic�l spaces. Fi I Construction shall follow to qVA40,A� trelollj.:,,ff-� •I k0ta0. piaster stops armirld Wirr*lor Of all areas where afl ar.Vikable local Fralding codes. plaster aWs Other m Ierlal. Slops shall Le carefi", r,!wW 2 Cwwat contractor to verity all dirnensior-a and coryflIons, at oil corners. and report any descreparicies to If* arcNted. % Ctrs oil stucco with log sprayed water for several days atkr 3 All concrele coi boo". and tie bourns to hive a ni)iT,.m appocutdom ster0h pf 3.000 PSI at 28 days. 5 Al gypsum wallboard to be screw applied as W 11,e Gypaun Ccmtrxtlon �Iandbook " Edition, 4 All reinforcirg sieel shall be grade 5 Foutirg dosir based on ossunsd bearing capacity, of 2500 PSF. is All but, aorrss lo rocelyo water resistant gypsum wallboard. 6 CunVocllor to field VWI site to determine actual field conditions. 17 I-Implad dtr• iechr*at dhlixdcne. Or ott-w approved ch"culs 514111 be LrA4 In ccr�c�trct" as par pLLU 7 Ali wood rafters and beams"Ill have a rrki�m strwVh of k) ccmtlwce with E.P.A. regull;,!u". Fb - = PSI. 19 Ali lwtis, screws, etc, to be gut,arJzed. 8 Ekr,,Oiks (ro taken from a assured datun of 0'-0' 1,T of 19 Cut* and seat all wilrodow, ord doix opri*vjs, Serjt 'Qll"!3 dj56jr as req.*ed. 9 PruyK4e recesses as reared for all exterior doors verify 2i AA dwrustic hot PipV)q &NA be tod with V.2- with N,.*( ftw-glass pipe irisuaflon.. 1) Yiirx!o,Y " doer sLVpUer to coordhole with ardhited and 21 Ilesicps SVU!t be plucei;l v, all Imarior i ox I t Wier Wells 56 culdl fj0'kj Yorily Of OPvnir-Q sizes. spats does mt exceed 8,-0, 71 1heso pkins we drawn and noted to comply 'with is Wilding 21 Tn4s hrack,,g iofw to Bociiyj wood lrl.usosl wwgy reqLkrreits of dw FkAlda ],Vlet Ejwgy Code. Cormantory and recoyawdollone 8 W T 'Contactor shall farr4llarize himsed with the governing Code In A Its entirety and build in accordance wit) all provisions el I" Cede which ffay net be specifically addressed an the p notes. �,Ji V, T WORK ROOM ty �It !V�t 7 --1- T A t N FLO-O-.-R PLAN "v l4J N N� i. �y'OVV X. fir �IF gr NORTH �V-J6 �,,;,2rww YseeYew e uj 7 LLj Z m, DRAWN CHECKED Ta E �.l ,,Fir jose NO a 0 1 ak'm 'N OF SHEETS _COPYRIGHT` 1993 SLATTERY & ROOT ARCHITECTS, P.A. ALL RIGHTS RESERVED 111111'7�7" T - , - - , t �� � � -,,�- , , , - - I , � � 111141.loll�l ��'Tv-�IIT,AkT ,,, , I I - 11 ----- ---,,---,"Oww,-,- , -,fto�, �, " � � T - - �111 '�----�W �,-�, I2, 'l IJIV--- - �T�, �-,�T , , - "..*1- � , , I- -1 11 -- -11 - - 111- I - 1 -,��111�11-111,-7,- --� " � ,��, , "" �- ,,� , �- , ,, ,-`-111-1�v 'T -1,,,7r,,F-,,,R7,T%r7�-- - :: - ----7"--,- - - -`-'-7� ` - -,'-""-"` - , - , ,,, , 1, , , , - "7_ T,� 11 11 I , , , " r - -1 , I I , , V� , ,_1 - , ,,,�, I I 1, 1, I I I . 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J- 4, .., f. ,... , Y, � �y� -: 5-. ,: c .r .. _ -rv.. .. .. ♦ e ..:, : r, i. .. .,. _ tY c. r > ., .,. f Y.. , „ -S `�� . , .m:: ..,-. ♦ RCS. ,.>. , � �.. �,.. � __r .�m�,i`-., , d,<f .rV ,... .x b:,a .... .... -r .4•A�r. _.� f JNA3' .c I. ., ,n..,,. m v.. �. , �... .. r. ... �_.... _. ..,... .....� ,rv�4 {ly y 'rvYV Y iHii iG Yi t, 8. Cleveland , ? sG` ;. K 1 Gonzatez F ro, FL _ 8i 9-5814 - _ Group Inc. FAX (813) 939-5860' CoromIting Engineers documents reprexnt o portion of o complete design rrf has been pplans In compliance with im fapplicabletheng , of these plans without the consent of the engineer of ruby Le awe todesign oe shown on these pMns only allowed by of y4 w +� 4 O\AM' -OUT T A :.AP AT IINT. VERIFY LOCATION 71 N r,r) No (y KIM R'', a", 47 cn a C, loom m AUll _0 igg %�- ��x,xi 4 v l k 11 1 ill- I I I! III i 11 1W I �w ME w LLJ I WI-, "Al m 3 3rw A-i K (00 '4, As MY o Et"Wp _10 77 8vi b 0 bw 21, ZC 0 u o LOAD I R 5 09 OF* 7 x x 11 _41 F = FLUSH S SURFACE P PAN�j F = FUSE CB = CIRCUIT BREAKER TS = TOGGLE SWITCH NARK = NON AUTOMATIC NON RESETTING CIRCUIT I E = ELECTRICAL M = MECHANICAL FP = FIRE PROTECTION P = PLUMBING BAS =BUILDING PB = PUSHBUTTON SS = ON -OFF SELECTOR SWITCH IS = TOGGLE SNATCH TI y. PNEUMATIC ELECTRICAL SNATCH FS = FLOAT SWITCH H = HUMIDISTATti TH A � 15 12 i2 S 89'32'48' W 154.00' existing paying cPc Te aIN �. W CC) +a. DO' I — F.F. 7' 16' 26' 16' 0.5' N _ 1 STORY I 1 2 CLUBHOUSE 7 E e N 4 74� _ — 'i entry -- - CARPORT entry 70' _ b N 12 tent ot new povMq e0' 20' ,. __--_ W existing paring 8 mi 0 — balcony above 0• 5' conc walk 0 rr--ff 3 \\ -� got on ' 0 I 1 I N `\ \ y poal (deck $ n N retaining spa wag aq gate f , -- existing woad ry a dock uI on retaining wolf existing cans seawall -- Legal Description A PORTION OF PARCEL 'A', BEING KNOWN AS BUILDING 'E' PARCEL ACCORDING TO THE MAP THEREOF IN SECTIONS 10 AND 11, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST.LUCIE COUNTY, FLORIDA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: FROM THE INTERSECTION OF A LINE LYING 3,220 FEET SOUTH OF AND PARALLEL TO THE NORTH LINES OF SAID SECTION 10 AND 11. WITH THE WEST RIGHT—OF—WAY OF STATE ROAD At A, A DISTANCE OF 630.57 FEET; THENCE RUN SOUTH 89'32'48' WEST PARALLEL TO THE NORTH LINE OF SAID SECTIONS 10 AND 11, ALSO BEING THE SOUTH LINE OF PARCEL 'A', A DISTANCE OF 405.63 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE NORTH 00'27'12' WEST, 233.67 FEET; THENCE SOUTH 14'32'48'WEST 115 FEET MORE OR LESS TO THE INTERSECTION OF THE EXISTING BULKHEAD; THENCE SOUTHEASTERLY MEANDERING WITH SAID BULKHEAD TO A POINT WHICH IS 3,828.75 FEET SOUTH OF THE NORTH LINE OF SAID SECTION 10 AND 11;THENCE RUN NORTH 89'32'48- EAST, 310 FEET MORE OR LESS TO THE POINT OF BEGINNING. EXISTING 8 STORY -- line of existing paying 5 4 property line � I- IN 89'3 '48' E 176.00' FIRE PUMP a I ---- C.B.S. BLDG.— v _ EXIST 3 � _ — „ o BN 16' Jr 28' 10, 30' +8.00' T CARPORT 4' 6' 26' 16' 8' 16' 28' 16' 8' 16' 26' la, F.F. 11STORY CONDOMINIUM 9 �o _ I b' 1- line of canopy 0 a l al (tw) I a f— _ I I 8 n I I I ---- 10 10 I I 10 10 I m E�- 6 0 b c L--- N 8, 1 5 -- N 22 70' FP6i Easement ! — --...— N 89'32'48' E 314.40' Site Plan ale EXISTING 8 STORY r 22 COPYRIGHT ®1993 SLATTERY & ROOT AF CHITECTS, P.A. ALL RIGHTS RESERVED REVISIONS BY r 0< Nn In n n� I 1 O nn O n 00 CC Iiiiiiiiiiiiiiiiiis ~v �U w Q o 1= m X 0 J W vg �-- U °W �LLo 00 J Q a a0() / < °ma c� �x ¢; oa tT104. �0 1�)y.A "�[uy f 1Y �tl4y i Ik "4 r NA' l I i 4 y i �u 1 T. t� I J �A y r�� vj• .vv � , 11 1 I I NIj ��y A e �JF Tsl i I� line of existing - property line MAP THEREOF IN SECTIONS 10 AND 11, TOWNSHIP 34 SOUTH, RANGE 40 EAST, ST.LUCIE18 COUNTY, FLORIDA. MORE PARTICULARLY DESCRIBED AS FOLLOWS: I I- U o ` " FROM THE INTERSECTION OF A LINE LYING 3,220 FEET SOUTH OF AND PARALLEL TO „. THE NORTH LINES OF SAID SECTION 10 AND 11, WITH THE WEST RIGHT—OF—WAY OF S ATE ROAD A1A, A DISTANCE OF 630.57 FEET; THENCE RUN SOUTH 89'32'48" WEST PARALLEL TO THE NORTH LINE OF SAID SECTIONS 10 AND 11, ALSO BEING THE SOUTH LINE OF e Ili' PARCEL "A", A DISTANCE OF 405.63 FEET TO THE POINT OF BEGINNING OF THE HEREIN ' DESCRIBED PARCEL; THENCE NORTH 00'27'12" WEST, 233.67 FEET; THENCE SOUTH 14'32'48"WEST 115 FEET MORE OR LESS TO THE INTERSECTION OF THE EXISTING { BULKHEAD; THENCE SOUTHEASTERLY MEANDERING WITH SAID BULKHEAD TO A POINT " x WHICH IS 3,828.75 FEET SOUTH OF THE NORTH LINE OF SAID SECTION 10 AND 11; TH Cf 1 i' RUN NORTH 89'32'48" EAST, 310 FEET MORE OR LESS TO THE POINT OF BEGINNING." , .� — ru 5 N 84'33`48' E r 9� 1 , yy 1 a. W 44 v) q9 CHECKED DATE 07/15/94 SCALE 1"=30` JOB Mazzk 4 I 1 0 cj N M O M r N lf7 O � O (n (h O O coU w >= F J LL W � ow 0 Lim o o LL Q Q z Q O U 2 _! < Q C ma man m matilly & , M W(DYTH {p Q � na u R � AN 4� 9 ,$„'. �il� I , ��e_ .v .,A . SLATTERY ROOT ARCHTECTS mm BU TON 0 BRASWELL STRUCTURAL ENGINEERS f mv OF (c, LAN'D, Nt DDLEBROOKS STRUCTURAL NOTES AND ABBREVIATIONS OUNDATION PLAN ILE CAP DETAILS HEARWALL PLAN OUNDATION DETAILS ND FLOOR SLAB FRAMING PLAN RD THRU 7TH FLOOR SLAB FRAMING PLAN TH FLOOR SLAB FRAMING PLAN TH THRU 11TH FLOOR LAB FRAMING PLAN OOF FRAMING PLAN " ETAILS AND SECTIONS, OLUMN SCHEDULE TAIR SECTIONS AND DETAILS OST TENSION DETAILS rK{r CARPORT STRUCTURE sm D FIAW "-"a N (3� 8 r y e DALY GONZAL Z GROUP, M. �� a � SIC LLC�� WEAVER � C�1?Oo, M.E.P. ENGINEERS ;< Y CIVIL ENGINEERS o- ..tirypF.. f' IP 431k li 1 I� 1�'ry Fi SITE FIRE PROTECTION C-1 PAVING AND DRAINAGE PLAN �H F2 GROUND FLOOR FIRE PROTECTION .,... ,„, 3 ` C-2 PAVING AND DRAINAGE DETAILS F3 2ND THRU 8TH FLOOR FIRE PROTECTION C-3 PAVING AND DRAINAGE DETAILS F4 9TH THRU 11TH FLOOR FIRE PROTECTION C-4 UTILITY PLAN y, M F5 FIRE PROTECTION DETAILS C-5 UTILITY DETAILS �a " Pi ABBREVIATIONS AND S.MBOLS P2 GROUND FLOOR PLUMBING P3 2ND THRU 7TH FLOOR PLUMBING_ P4 8TH FLOOR PLUMBING *; d F5 9TH THRU 11TH FLOOR PLUMBING ,,„� ,�' � .,.., •,;.... • . , , _. Pa3 ROOF PLUMBING aG I*u�, � x GRANT THORNBROMOa & ASSMA CAS P7 UNITS A B.0 PLUMBING P8 PLUMBING RISER DIAGRAMS r LANDSCAPE ARCHITECT— 64140 P9 PLUMBING RISER DIAGRAMS 1 P10 DETAILS �� Q11 M` h 041 Jil P11 PLUMBING FIXTURE SCHEDULE&� /� Li LANDSCAPE PLAN L2 A1A LANDSCAPE IMPROVEMENT PLAN %" 6 `T 112 H1 ABBREVIATIONS AND SYMBOLSF, L3 PLANT LIST AND SPECIFICATIONS H2 GROUND FLOOR HVAC� 4 /� 3 H3 2ND THRU 8TH FLOOR HVAC��I H4 9TH THRU 11TH FLOOR HVAc;. ni r,,a ;,v°�h ��a .� �p 9IN H5 ROOF HVAG, xir i� "y�i_ H8 UNITS ArC HVA1 ,i5�*411 L H7 UNIT B HVAC ' ,. E 7-0 41? H8 GROUND FLOOR PUBLIC SPACE HVAC H9 HVAC EQUIPMENT SCHEDULE H10 HVAC DETAILS wv,, E E1 ABBREVIATIONS AND SYMBOLS E2 SITE ELECTRICAL � E3 GROUND FLOOR ELECTRICAL "' �° �CCopt E4 2ND THRU 8TH FLOOR ELECTRICAL % $Ie Attae ea ansol ` E5 9TH THRU 11TH FLOOR ELECTRICAL 44; E8 ROOF ELECTRICAL z� a; ST. LUCIE CUM —ff. PIERCE �� a�vrn�.►� o>;au E7 UNIT A LOAD CENTER a ,;`� s� FIRE SP ES UNIT B LOAD CENTER „' ``� �hiVc�ig1,0 BY -An"' a� E9 UNIT C LOAD CENTER �� ? � ,� ,,ti,a FOR CODS t�?��ti�l��}��`� E10 HOUSE PANELS"�va HONE1467-414 D:'P ER DIAGRAM x x„ NOW fli E11 ELECTRICAL RISER : ;�"a �' � ��, { � � � I � �� „ UL1 PENETRATION DETAILS k u x �.,.",n'ar�'.�.I" l a , 5T.tutMF6C1,-ir oilrti Fl n �g yam,: .:; \•:: ., , . y :. . ..;. t5 .� . ^ 5 ' ,..t. � .:�... L"+ .. :. . n>,:.: r t I � . T '. � `f � :y: .V.. o..�y . • n. �: "i� R A W v. Y ,�,� f 5 ,}3 ' .. .. .,.k ,. ;... .. .::. .r:: k r:. ". ,. i.. . .. ,,;� .. ^ ....c. :..:: . + r¢,:,y . i, x.m •',i, rf r ,�''',*, ti .,4.+;.;� •s . d. r ' , , p 41 dR &M REVISIONS BY STAIR #1 INS 77 y @1H4�'."1 PUMP ROOM 0 L LUUI , A2 I 8 A204 Al N 1 I I pp I I L—_ L FIRE MAIL MAIL MECH. CMD. DELIV-0 BOXES ROOM }LOBBY XFMR. I METER m VAULT B ELEV. ELEV.I ROOM A404 ll1 #2 n: i B A A204 I F<afi i" A N,exs'taa�N , ^ 5 r�no. T-4" ii'-4" 27' 4" 46, 0" 25'-0" 25'-0" 25'-0" 25'-0" 210' 0" 7. First Floor Plan SCALE: 1/8" = 1'-0' 22'-0" ,'t+ ,.,a r .� • I E A A20B REVISIONS BY III i ,. IG- �•?�+:"• , i �:e:6�ti' ,::fin=' 2 1 v- A2 A3R n A3 LLL V. #2 _0 Second Floor Plan SCALE: 1/8" = 1'-0„ � _�p����,, Al A U ^' '. r a' a. 4 y i �: iv3 kn`. Ta t' � isbn�i 4v 7 g,„ g fil i f 4wtv"', M �� "n NI 6�w^i'ik"dR5'I1 � 1 uf.� COPYRIGHT © 1993 SLATTERY & ROOT ARCHITECTS, P.A. ALL RIGHTS RESERVED ammi D F A A2C o< C14en M Pq II Non Mn nn ® as r w Q 0 uj a y 4 ill ;= I Ou Km oa x o- 3 w} t Y t 4 S 1 x S t �SS yrs �`!. •. ��t s r'{;T J e�, � � xh. �Y, '',• c ig 1'r-o { b 4tyt4F%"h �- x r X k � � a 3 J-I *¢. rim, " fi ?Y F"s u>'S �, yt ir" }rt''' d,v.1�'a�0.�s'.�+}�r ar �'��t7^ k,.* v; , ..; e!'a' 2.4"�..5 •,. �h .Q 9�' � '.r1L�. t nS*.<�f `!.f xunnn tv -^xis, s !`ti xis"'` r qi I^'3 s,r:e1, tL b a '.`�.�s,f<si.;:` 4 All <1... a ,. 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It shall the General Contractor's responsibility to be familiar with all existing conditions. 2 If the contractor shall discover any discrepancy during bidding aradlor construction, it shall be immediately reported to the ,Architect before proceeding with that aspect of the ` work. 3 All the Goner al Contractor's work shall be in accordance with all applicable codes, statutes, and regulations as established by federal, state and local Jovernmental agencies. 4. All materials, equipment, etc. shall be new and unused and installed as per the v manufacturers and suppliers instructions unless noted otherwise. r 5 Submittals for Architect's approvall shall be approved prior to installation. Submittals shall include but shall not be limited to all materials and equipment to be used as part of this project 6. The contractor shall keep the construction site clean and free of trash at all times. The use of dumpsters shall be used and emptied on a regular basis. Trash shall be put into the dumpster at the end of each workday. 7. The General Contractor shall insure the security of the site and building during the entire construction of the project. R The Architect and owner shall have access to the site at tall times. Is - " 13. Install wood grounds, nailers, blocking, and sleepers where shown and where required for screedinc; or attachment of other work, Form to shapes as shapes as shown and cut as required for true line and level of work to be attached. Coordinate location with other work involved. 14. Attach to substrates as required to support applied loading. Countersink, bolts and outs flush with surfaces, unless otherwise indicated. Build into masonry during installation of masonry work. Where possible, anchor to formwork before concrete Ti 15. Install permanent grounds of dressed, preservative treated, key -beveled lumber no less than 1 -1 /2 inches wide and of thickness required to bring face of ground to exact thickness of finish material involved. Remove temporary grounds when no longer required. 16. Install plumb and level with closure strips at edges and openings Shim with wood as required for tolerance of finished work. a. Firestop furred spaces on walls at each floor level and at ceiling line of top j- story, with wood blocking or noncombustible material, accurately fitted to close furred spaces. 17. Furring to Receive Gypsum Drywall: Install 1-inch by 2-inch furring at',6 inches R,r O.C., vertically. t 9. 'The General Contractor shah' be responsible at all times for the conduct and FINISH CARPENTRY 1....,,. . workmanship of all subcontractors and his own personnel working on this project. 1 . Lunnber Standards: Comply with PS 20 "American Softwood. Lumber Standard" for " a lumber and with applicable grading rules of Inspection agencies certified by American Lumber Standards Committee board of Review. 2, Plywood Standards: Complly with PS 1 "U.S. Product Standard for Construction y- and industrial Plywood" for plywood and, for products not manufactured under PS 1 with APA PRP-1f:t& 3, Trim and Rails: For trim in form of boards and worked products, provide lumber complying with the following requirements, . Species. Ponder a P°ne; WWP li- Species: Douglas Fir; WWPA. { C. Select: Grade: B and Better d. Texture: Surfaced (smooth) W - -- ° - - e. Lumber for Painted Finish: Glued-uplumber or soiid lumber stoclt RrJuah Gal' e� ntry ;... . W11 4. Wood Melding F>atterns: For stock mailing patterns included in Wood Molding and Millwork Producers Association WM 7 and graded under bVM 4, provide the following " 1. Provide lumber for support or attachment of other construction including rooftop grade based on finish indicated and fabricated from species specified: equipment curbs and support bases, cant strips, bucks, nailers, blocking, furring, grounds, stripping, and similar members. a. Moldings for Painted Finish: P-Grade, 2. Fabricate miscellaneous lumber form dimension lumber of sizes indicated and into 5. Fasteners for Interior Finish Carpentry: Mails, screws, and other anchoring " shapes shown, devices of type, size, material, and finish required for application indicated to provide secure attachment, concealed where possible. 3. Grade: "Standard" grade light -framing -size lumber of any species or board -size lumber as required. "No. 3 Common" or "Standard" grade board per WCLIB or WWPA a. Countersink nails, fill surface flush, and sand where face nailing is rules or "No. 2 boards" per SPiB rules. °' unavoidable, b. Where, finish carpentry materials are exposed in areas of high humidity, 4. Provide fasteners of size and type indicated that comply with requirements specified provide fasteners and anchorages with hot -kip galvanized coating in this article for material and manufacture. complying with ASTM A 153. • ` a. Where rough carpentry is exposed to weather, in ground contact, or in area 6. Sealants: Comply with requirements of Division 7 Section "Joint Sealants" for of high relative humidity, provide fasteners with a hot -dip zinc coating per materials required for sealing siding work.. .. ASTM A 153 or of AISI Type 304 stainless steel 7. The complete installation of the Finish Carpentry work as called for and detailed on b. Nails, Wire, Brads, and Staples: FS FF-N-105. the drawings shall lie provided in strict accordance with the contract documents, a C. Power Driven Fasteners: National Evaluation Report NER- 272, ' manufacturer's standard printed specifications, instructions and recommendations, d. Wood Screws: ANSI B18.61. illi „ iilliilljurisdiction. applicable building codes and all rules and regulations of public agencies having e. Lag Bolts: ANSI B18.2.1 f. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and where indicated, flat washer 8. Do not use finish carpentry materials that are unsound, warped, bowed, twisted, 5, General: Where lumber or plywood is indicated a preservative -treated wood or is � improperly treated or finished, not adequately seasoned, or too small to fabricate with proper jointing arrangements. specified herein to be treated, comply with applicable requirements of AWPA Standards C2' (Lumber) and C9 (plywood). Mark each treated item with the AWPB or a. Do not use manufactured units with defective surfaces, sizes or pattern. SPIB Quality Mark Requirements, 6. Pressure -treat above -ground items with water -borne preservatives to a minimum 9. Install finish carpentry plumb, level, true, and aligned with adjacent materials. Use retention of 0.25 pi For interior uses, after treatment, kiln -dry lumber and plywood to concealed shims where required for alignment. a maximum moisture content, respectively, of 19 percent and 15 percent, Treat „ n+ indicated items and the following: I a. Scribe and cut finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer. a. Wood Cants, nailers, curbs, equipment support bases, blocking, stripping, " : b. Install to tolerance of 118 inch in 8 feet for plurnb and level. Install adjoining finish ' and similar members in connection with roofing, flashing, vapor ban �xs, and carpentry with Ill inch maximum offset for flush installation and 1/8 inch waterproofing. maximum offset for reveal installation. b Wood sills, sleepers, blocking, furring, stripping, and similar concealed c. Coordinate finish carpentry with materials and systems that may be in or members in contact with masonry or concrete. - ° adjacent to standing and running rim and rails. Provide cutouts for mechanical c. Wood framing members less than 18 inches above grade.` aind electrical items that penetrate exposed surfaces of trim and rails. d. Wood floor plates installed over concrete slabs directly in contact with earth. 10.FINISH IN ACCORDANCE WITH SPECIFIED REQUIREMENTS. 7. Discard units of material with defects that impair quality of rough carpentry " construction and that are too small to use in fabricating rough carpentry with minimum'. 11.STA�NDING AND, RUNNING TRIM AND RAILS joints or optimum joint arrangement. a. Install with minimum number of joints practical, using full-length pieces from i p g g p' coin Set rough Carpentry to required levels and lines, with members pill band true to maximum lengths of lumber available. Stagger joints in adjacent and related G line and Cut and fitted. standing and running trim and rails. Cope at returns and miter at corners to produce tight -fitting joints with fulls --surface contact throughout length of joint Use 9. Fit rough carpentry 40 other construction; scribe and cope as required for accurate ' scarf joints for end -to -end joints. Plane back of casings to rpvide uniform fit. Correlate location of furring, nailers, blocking, grounds, and sir lG�r supports to thickness across joints if required allow attachment of other construction.MA , 1. Match color and grain pattern across joints. Securely attach rough carpentry work to substrate by anchoring fastening ' 2. install trim after drywall joint finishing operations are completed. acid as I10. ndicated. Indicated, 3. ;, Drill pilot holes in hardwood prior to nailing or fastening to prevent splittini. Fasten to prevent movement or warping. Countersink nail 11. Countersink nail heads on exposed carpentry work and till holeS. heads on exposed carpentry work and fill holes, 12. Use common wire nails, unless otherwise indicated. Use finishing; nails for finish work. Select fasteners of size that will not penetrate members where ripposite side °' b, Install woodwork plumb, level, true, and straight with no distortions. Shim as will be exposed to view or will receive finish material. Make tight connectiions between required with concealed shims. Install to a tolerance of 1/8 inch in 8'-0" for plumb and level (including tops) and with no variations in flushness of adjoining members. install fasteners without splitting of wood; predrill as required. , surfaces. c. Scribe and Cut: woodwork io fit adjoining work and refinish cut surfaces or repair ' damaged finish at cuts. ft d. Anchor woodwork to anchors or blocking built in or directly attached to substrates, Secure to grounds, stripping and blocking with countersunk, concealed fasteners and blind nailing as required for a complete installation. Except where refinished matching fastener heads arc required, use fine finishing nails for exposed nailing, countersunk and filled flush with woodwork and matching final finish where transparent finish is indicated. e. Cabinets: Install without distortion so that doors and drawers fit openings property and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete the installation of hardware and accessory items as indicated. Maintain veneer sequence matching (if any) of cabinets with transparent finish. f. Tops: Anchor securely to base units and other support systems as indicated. b Fabricate woodwork to dimensions, profiles, and details indicated. Ease l edges to radius indicated for the following. 1. Corners of cabinets and edges of solid wood (lumber) members less than 1 inch in nominal thickness: 1116 inch. 2. Edges of rails and similar members more than 1 inch in nominal thickness: 1/8 inch. 12.1 LAMINATE CLAD CABINETS (PLASTIC -COVERED CASEWORI I a. Quality Standard: Comply with AWI Section 400 and its Division 400B "Laminate Clad Cabinets.'" b. Grade: Premium - u f 1. Reveal dimension: III inch' ° l c. laminate Cladding: High pressure laminate complying with the following requirements. 1. Colors, Patterns, and Finishes: Provide materials and products that result in colors and textures of exposed laminate surfaces complying with the following requirements. a. Provide selections made by Architect from laminate manufacturer's full range of standard colors and finishes in trio following categories: 1. Solid Colors 2. Laminate Grade for Exposed Surfaces: Provide laminate cladding complying with the following requirements for type of surface and grade. 3 12.2 CABINET HARDWARE AND ACCESSORY MATERIALS a. General: Provide cabinet hardware and accessory materials associated with architectural cabinets, except for items specified in Division 8 section "Finish Hardware " b, Hardware Standard: Comply with ANSI/BHMA A156.9 "American National Standard for Cabinet Hardware" for items indicated by reference to E3l-IMA numbers or referenced to this standard. c. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with ANSI/BHMA Al56.18 fair SHMA code nun-ber indicated. i. Satin Chromium Plated, Brass or Bronze Base: BHMA 626 d. For concealed hardware provide manufacturer's standard finish that complies with product class requirements of ANSI/BHMA A156.9. 12.3 ARCHITECTURAL CABINET TOPS (COUNTERTOPS) } .. r -, a. ball Standard ., n ndard Comply with i quality p y w h AWI Section 40, and its Division 400{;. b. Type of Top: High pressure decorative laminate complying with the following: 1. Grade: Premium. 2. Laminate Cladding for Horizontal Surface, High prossuro decorative laminate as follows: a. Colors, Patterns, and Finishes: Provide materials and products that result in colors and textures of exposed laminate surfaces complying with the following requirements. 1. Provide selections made by Architect from manufacturer's full range of standard colors and finishes in the following ( categories: a. Solid Colors b. Grade: GP-50 (0,050-Inch nominal thickness). 3. Edge Treatment: Same as laminate cladding on horizontal surfaces 13.3 FACTORY FINISHING OF INTERIOR ARCHITECTURAL WOODWORK I Quality Standard: Comply with AWI Section 1500 unless otherwise indicated. b. General: The entire finish of interior architectural woodwork is specified in this section, regardless of whether factory applied or applied after installation. 1. Factory Finishing: To the greatest extent possible, finish architectural woodwork at factory. Defer only final touch-up, cleaning, and polishing until after installation. li INSTALLATION a. Quality Standard: Install woodwork to comply with AWI Section 1700 for same grade specified in Part 2 of this section for type of woodwork involved. COPYRIGHT 1993 SLATTERY & ROOT ARCHITECTS, P.A. ALL RIGHTS RESERVED I 1. 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"w k •+PI Y Y 1. t a, k, aE aT y TIN �F z� I"Y T 10, a v� Qi b d m s I n O OJ 0 0. c, R!LM IlV�1, GENERAL NOTES: "_ W_ ABBREVIATIONS IN THE PREPARATION OF THESE PLANS, THE ENGINEER HAS ' ROUND RESORTED TO THE USE OF CERTAIN ABBREVIATIONS, ABV. CLG. ABOVE CEILING"' CONVENTIONS, AND SYMBOLS, THE MEANING OF WHICH A. F. F. ABOVE FINISHED FLOOR ARE ILLUSTRATED AND EXPLAINED WITHIN THE LEGEND.', ANSI AMERICAN NATIONAL STANDARD 2. PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO INSTITUTE INDICATE CAPACITY, SIZE, LOCATION, DIRECTION AND AP ACCESS PANEL' :. GENERAL ARRANGEMENT, BUT NOT EXACT DETAILS OF ARCH, ARCHITECTURAL CONSTRUCTION. THE FACT THAT ONLY CERTAIN FEATURES ASHRAE AMERICAN STANDARD OF HEATING, OF THE INSTALLATION ARE INDICATED MUST NOT BE TAKEN REFRIGERATING AND AIR CONDITI NIN TO MEAN THAT OTHER FEATURES WILL NOT BE REQ'D. ENGINEERS 3. THE F.P.C. SHALL COORDINATE WITH THE OTHER TRADES ASME AMERICAN SOCIETY OF MECHANICA TO INSURE THAT EACH TRADE SHALL HAVE SUFFICIENT ENGINEERS SPACE TO INSTALL THEIR EQUIPMENT (DUCTWORK, PIPING, BFP BACKFLOW PREVENTER ELECTRICAL WORK, ETC.). CD CONDENSATE DRAIN CLG. CEILING 4. IN GENERAL, ALL PIPING SHALL BE RUN ABOVE THE CLG. CONN. CONNECTION UNLESS NOTED OR INDICATED OTHERWISE. 5. VERIFY ALL DIMENSIONS FROM ARCHITECTURAL PLANS AND CWNT• CONTINUATION LD WATER I, FIELD DIMENSIONS. DIA. DIAMETER D. I. P. DUCTILE IRON PIPE ` 6. ALL RISES AND DROPS IN PIPING ARE NOT NECESSARILY DN. DOWN SHOWN. DWG. DRAWING + 7. PROVIDE CHROME PLATED ESCUTCHEON PLATES AT ALL E.C. ELECTRICAL SUB -CONTRACTOR EXPOSED WALL PENETRATIONS AND CLG. PENETRATIONS. EL. ELEVATION „I ELEC. ELECTRICAL 8. ALL PIPING PENETRATIONS THRU ANY FIRE RATED EXIST. EXISTING ASSEMBLY SHALL BE MADE AND SEALED IN ACCORDANCE FCO FLOOR CLEANOUT WITH A UL LISTED SYSTEM. THE PENETRATION SHALL BE FD FLOOR DRAIN FIRESEALED IN ACCORDANCE WITH S.B.C.C.I. STANDARD FHV FIRE HOSE VALVE' BUILDING CODE, CHAPTER 10 USING A UL LISTED SYSTEM FROM THE 1993 UL FIRE RESISTANCE DIRECTORY. FL. FLOOR F.P.C. FIRE PROTECTION SUB-CONTRACTO FURN, FURNISHED) o FVC FIRE HOSE VALVE CABNET SPRINKLER SYSTEM DESIGN CRITERIA: G. C. GENERAL CONTRACTOR GCO GRADE CLEANOUT 1. SYSTEM IS DESIGNED PER NFPA 13. GPF GALLONS PER FLUSH 2. SPRINKLER SYSTEM IS A WET PIPE SYSTEM. GPM GALLONS PER MINUTE HB HOSE BIBB 3. WATER SOURCE INFORMATION: H. C. HEATING, VENTILATING AND AIR CONDITIONIN, G TWO EXIST. 15,000 GALLON UNDERGROUND WATER STORAGE SUB -CONTRACTOR TANKS PIPIED TO AN EXIST. ELECTRIC DRIVEN FIRE PUMP, 1000 HW HOT WATER GPM, 100 HP MOTOR. ID INDIRECT WASTE 4. BUILDING CONSTRUCTION: KW KILOWATT CONCRETE BLOCK WALLS, CONCRETE FLOOR AND ROOF SLAB. MAX. MAXIMUM MECH. MECHANICAL 5. OCCUPANCY CLASSIFICATION: MIN. MINIMUM 0. RESIDENTIAL, 4 HEAD DESIGN. MTD. MOUNT NE b. STOARAGE: ORDINARY HAZARD, MAX. 130 SF PER SPRINKLER HEAD,.15 GPM OVER 1500 SF. N. I. C. NOT I CONTRACT NSF NATIO L SANITATION FOUNDATION 6. PIPING: N. T. S. NOT TO SCALE a. 2-1/2" AND LARGER, SCH 10 WITH GROOVED FITTINGS. OPNG. OPENIN b. 2" AND SMALLER, UL LISTED BLAZEMASTER P PUMP C. UNDERGROUND, DUCTILE IRON. P. C. PLUMBING SUB -CONTRACTOR SPRINKLERS: PDI PLUMBING AND DRAINAGE INSTITUTE` a. RESIDENTIAL, SIDEWALL OR PENDANT RESIDENTIAL TYPE, PLBG. PLUMBING 1/2" ORIFICE. RELIABLE TYPE F1 W/ CHROME FINISH OR PRV PRESSURE REDUCING VALVE EQUIVALENT. PRS PRESSURE REDUCING STATION b. PENDANT, 1/2" ORIFICE, 'K' FACTOR 5.6, TEMP. RATING PSI POUNDS PER SQUARE INCH 1657, CHROME FINISH. C. UPRIGHT, ROUGH BRASS, 1/2" ORIFICE, 'K' FACTOR 5.6, PSIG POUNDS PER SQUARE INCH GAUGE TEMP. RATING 165'F, WIRE GUARD. PVC POLYVINYL CHLORIDE RD ROOF DRAIN REQ' D. REQUIRED REV. REVISION -. RM. ROOM RPM REVOLUTIONS PER MINUTE SD STORM DRAIN SPR SPRINKLER SS SANITARY SEWER TYP. TYPICAL U. L. UNDERWRITERS LABORATORIE -, U. N. 0. UNLESS NOTED OTHERWISE V VENT VLV VALVE VTR VENT THRU ROOF u, W WASTE WCO WALL CLEANOU WH WATER HEATER; W/ WITH W/o WITHO, SYMBOLS ' "' SYMBOL DESCRIPTION -- ALARM CHECK VALVE`. —}�-- DELUGE VALVE -0� HOSE END VALVE TS TAMPER SWITCH t " (SHOWN ON VALVE) S PRESSURE SWITCH FS FLOW SWITCH .{1.- DOUBLE DETECTOR CHECK VALVE F jFI'— ANGLE VALVE (ELEVATION VIEW) TTF�— ANGLE VALVE (PLAN VIEW) —�- 5 POST INDICATOR VALUE (PIV) YARD SIAMESE CONN., FIRE DEPT. CONN. WATER MOTOR GONG ASSEMBLY CONCEALED SPRINKLER HEAD PENDANT SPRINKLER (HEAD (EXPOSED IN CEILING) UPRIGHT PENDANT SPRINKLER HEAD DRY PENDANT SPRINKLER HEAD SIDEWALL SPRINKLER HEAD UPRIGHT PENDANT SPRINKLER HEAD WITH GUARD PENDANT SPRINKLER HEAD WITH GUARD ® DRY PILOT DETECTION HEAD —T PIPE HANGER -� PIPE TURNING UP PIPE TURNING DOWN TEE DOWN —Q — TEE UP —6- 6 45' OFFSET a DIRECTION OF FLOW IN PIPE PIPE SLOPED IN DIRECTION OF ARROW ] PIPE CAP —�— CONCENTRIC REDUCER ECCENTRIC REDUCER PIPE UNION —� -- GATE VALVE — CHECK VALVE —� �F-- BUTTERFLY VALVE BALL VALVE PRESSURE GAUGE (Wr�4,. BALL VALVE) 65 HYDRAULIC CALCULATION NODE REFERENCE THRUST BLOCK ATB GENERAL SYMBOLS (_ • PLAN OR DETAIL N0. —SHEET NUMBER —- SECTION NUMBER PROPOSED CLUB HOUSE POC -D YOWd 3 4 4 2 PARTIAL SI F1 SCALE: 1 "=30'-O" 7 fly 8" TENNIS COURTS N N /EXIST. FIRE LINE 2 TO OTHER BLDGS. F 24 EXIST. FIRE PUMP BLDG. (i ly 12995 S. Cleveland Ave. Suite 287 Gonzalez Fort Myers, FL 33907 G T 813-939-5814 %7'Q t tp ! L', FAX (813) 939-5660 Consulting Engineers These contract documents represent o portion of a complete design which, to the best at our knowledge, has been prepared in compliance with applicable minimum building codes, The use of these plans without the consent of the engineer of record is prohibited. A' eratlons to the design as shown on these plans is only allowed by written authorization of the engineer of record. Copyright 1994; Daly Gonzalez Group, All Rights Reserved 0 DRAWN J.W.Y. CHECKED J.E.G. DATE 07/11/94 SCALE 1 "=30'-O" _ JOB NO. 94061,000 SHEET F1 1 01 5 'iA F, Fti t; fit iK,"k l�z M, ,q 7 'l Af FIC i lit, 0"100A R� 5 0 01 NUNN 'F�04 1 "1'' N, F, Ei, k, �All A v A-7 F"c F, "'t, �FI V F1' 4' l Fill -'t i , F` F fIl i Ul"!, It 1, d- I�j 01 IF n�, 1 /2- -IRE MAIL "MD 2'- 10" Ur-LIV Fl 6 Fl� S-0 #3 - i i mb r F�, N 4 2'_ 2-1/2-72-1/2" 2-1/2- [2-1/2' -0. I Wtltle� 4' 16l v q JJ -NN �61 FF4 ir, it X i,F, IF "ll ff IF 'Flit IV _j e,,l%�� F,F rt,i ]jj�il o�jfa IL'i '4�, Uz 4F, t IV,, A jy, WL, Ir W5 E 11401 1", -01 tQ 4�,,FIW ".F `F-� �k� J"i, Nlt, l. F"', 6 I I ' - I N11 F�3 o" IN g e vr- lr yjili Rit; �11, IF F, 'W, -�javl TN � NII fl % IF, '�. I A I, � L'�""� lt�', STAIR #1 !110, i;'X x 10 'Per 60, ',7L, _FF, 4", g "37 3i V, It 'JI-4 SEE PARTIAL N I L 7 PLAN 1/1`1 il UNQ0"Iti to I f , '' g r, , , -$ CW, IN 'v— it, bl,� wj "I'll IF . . . . F;) f! if NOT A 1 'x, TTT gu F� lot �K, F�l lflrqri��,,, -D ........ .. . ...... Fly A A,,� I - 4* ) -,t* - 32, -Fl I'll 11 I 1 1, 1 , ., I l, "�' ix v J�l ll�, F� jnl��r ti i Ft Wr F,� V x k": miw It F 'It 1� ic� , I 1 51 W� gm IF . ... ..... F't— All ji� ""l IF Fl ill"I I IF" F, Fri, A F"l I Daly GROUND FL.0 12995 S. Cleveland Ave /811=1 Suite 287 iFj,��- Y", �Fi'% "l 4"r. �j �t� SCALE: 1 Fort Myers, FL 33907 SHEET 4121 A 813-939-5814 onzalez L I I IF up Inc. FAX (813) 939-5660 I IVI I Consulting Engineers I IF tract documents represent a portion of a complete design which, to the -lot IF -ltt 4 , iox 0 edge, has been prepared in compliance with applicable minimum F2 k F, lit, o,l 5 The use of these plans without the consent of the engineer of record Alterations to the design as shown on these plans is only allowed by ization of the engineer of record till W Copyright 1994: Daly Gonzalez Group, All Rights Reserved 2 OF 5 ly, M g� ift, Al'i qW I rR', File, �JW Ll 1� J,, f? tu 1 I 'IF Rif, r lot Y ITT u ' OWN- Y„ Y "ON" `."f. F Ilk I Y, A }} I '.'h 3 l`' SKI v z,+ € h` e, Yy Y * J xl� Y f , t' r A, 3. . ^. '.. r r0 - :a t y"'3w 4ty 9r t 11 a4, b #; k y, Kid 51 ,.. C C r 0,4"- .. ' M11 ,�5.:. �F4il{� � °4¢ °^ ° „c s y"�'nrgp, d Yx v£ �.". ;`� ',, k .i 7 "J.o• , 4:'{T x L S .. ,.' ♦v r r e r ti. 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FAX (815) 939 - I 11" 1, :- �,,�Ij, ,� i ," , �,�,&, , Prk". l t-�41'. i�, " --,.',,l �6,-,�, 1 � �5 NTS 11, 11-11 I �,�,�U I -rlr, ,, . I 1 *7 I,, -V - '�-", ,111,1�.,A /'�4 TRASI QHHTE SPRI in I I I ��Lq`;T;,J",4",!"-Nl� I U I 11, �0 -!V.7- " 1� I � I � ,,r.i�4wiii 5 , - 1 , , , , 11� r 1-i - 11 ? ill , ... V r . 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Ajt,,,ti ... tc these plans is only allowed by I '11, I �� - +, , V f ,,,4� 4 - ", ", � - ` I , * I 19f I I 1,11'' , -1V , � # lTA i�,, 'i "' ,�,4'�"�i L i;, , ��%�Z- I .1-1-1- f q, , "Ic, I I I I I g�l I , -�,' �J`lt,, ,`�y �, 5,� . , , I written authorization of the engineer of record. 11 � �� l , , , n, ,_,�l�f, I ,, it I k M t I I i " ,� l � .41 L , - - - NO- I I , lF, � �, , �4' , �q' .1 , ; - ,5 �Wij�'�,',IIV "l-"ti-l" .,f, �� 11. kx I 'O", " �ii`,�.�'t _ �'� "' WNIF; -%�-`�',�r �, , *1', !�� -, � , �, ",-.4"'i, ' �,%'� '� I rl�lt-N I I � Ki� IN ,,, 1 I � i%, 1 4�5, �i' i,,�� ,,�� � ,,j,,.gn-'17", t%� �',4 , � , � 4� -� ", k'14 1�e5�, 1"", l I il r . . . .... �,��,t� � ! , , , ; ,V,"'� - i i , "in, , 14ri. 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PLUMBING AND FIRE PROTECTION SYMBOLS AND ABBREVIATIONS REVISIONS I BY EXPANSION LOOP WITH GUIDES PUMP PIPE TURNING UP JURNWROM PIPE TURNING DOWN TEE DOWN TEE UP 45' OFFSET DIRECTION OF FLOW IN PIPE PIPE SLOPED IN DIRECTION OF ARROW PIPE CAP CONCENTRIC REDUCER ECCENTRIC REDUCER PIPE UNION GATE VALVE STOP AND WASTE VALVE GLOBE VALVE CHECK VALVE TRIPLE -DUTY VALVE BUTTERFLY VALVE PLUG VALVE BALL VALVE SOLENOID VALVE CONTROL VALVE (2-WAY) CONTROL VALVE (3-WAY) PRESSURE REDUCING VALVE SAFETY RELIEF VALVE CALIBRATED FLOW BALANCING VALVE (GPM INDICATED) BACKFLOW PREVENTER ASSEMBLY (TYPE INDICATED) Y-TYPE STRAINER --COI — BASKET STRAINER PRESSURE GAUGE (W/�-a" BALL VALVE) STEAM PRESSURE GAUGE (W/%" BALL VALVE AND P PIGTAIL SIPHON) THERMOMETER —� �(xx,xx) TRAP - CAPACITY SHOWN T�F IN PARENTHESIS (#/HR, AP) STRAP STEAM TRAP ASSEMBLY —�- EXPANSION JOINT ALIGNMENT GUIDE - PIPE ANCHOR —- FLEXIBLE PIPE CONNECTION = LJD D Ji G A WATER HAMMER ARRESTER QUICK DISCONNECT HOSE BIB FLOOR DRAIN — SQUARE STRAINEF FLOOR DRAIN — ROUND STRAINER TRENCH DRAIN FLOOR CLEANOUT RP"WALL CLEANOUT GRADE CLEANOUT (WITH 18"x18"x4 CONCRETE PAD) , FLOOR SINK TERRACE DRAIN AREA DRAIN IN —LINE CLEANOUT PLUMBING FIXTURE DESIGNATION ,ate ,. 1 1_� SANITARY SEWER RISER DIAGRAM DESIGNAT10N 1J FS — —AW-- ---AV--- -SD-- -MA-- A -- -IA-- -LA-- -OX-- - LOX - -NO-- -LN-- N -- -He— H — VAC - -MV-- - CLIPS - -LIPS —HPS- -PC-- - LPC - - HPC - -CD-- -- ID -- - BBD — BFW —HWS - -HWR - -CHWS- -CHWR- -CWS - -CWR - -RL-- -IRS -- - FOS -- — FOR --- FOV - -WO— G -- GV — LPG — ALARM CHECK VALVE SUPPLY OR OUTSIDE AIR DUCT SECTION SY DRY PIPE VALVE WITH , EXHAUSTER OR ACCELERATOR RETURN OR EXHAUST DUC, SECTION , DELUGE VALVE ! �• SHEET METAL DUCT DIMENSOOf PREACTION VALVE 12x6 (INCHES) FIRST DIMENSION IS " SIDE SHOWN HOSE END VALVE --- 12x6 EXIST DUCTWORK. TAMPER SWITCH (SHOWN ON VALVE) -, DIRECTION OF FLOW IN DUCT PRESSURE SWITCH FLOW SWITCH TRANSITION DOUBLE DETECTOR SLOPE DUCT IN DIRECTION OF CHECK VALVE Aoonw ANGLE VALVE (ELEVATION VIEW) ANGLE VALVE (PLANIVIEW) FIRE HYDRANT WITH PS&Y VALVE IN ROADWAY OX WALL MTD SIAMESE ONN., FIRE DEPT. CONN., FIRE PUMP TEST HEADER YARD SIAMESE CONN., FIRE DEPT. CONN. WATER MOTOR GONG ASSEMBLY FIRE HOSE CABINET CONCEALED SPRINKLER HEAD PENDANT SPRINKLER HEAD (EXPOSED IN CEILING) UPRIGHT PENDANT SPRINKLER HEAD DRY PENDANT SPRINKLER HEAD SIDEWALL SPRINKLERIHEAD UPRIGHT PENDANTS RINKLER HEAD WITH GUARD PENDANT SPRINKLER HEAD TO BE REMOVED DRY PILOT DETECTION HEAD COLD WATER HOT WATER SUPPLY HOT WATER RETURN SANITARY SEWER SANITARY VENT ACID WASTE ACID VENT STORM DRAIN MEDICAL AIR COMPRESSED AIR INSTRUMENT AIR LABORATORY AIR OXYGEN LIQUID OXYGEN NITROUS OXIDE LIQUID NITROGEN NITROGEN HELIUM HYDROGEN VACUUM vt MEDICAL VACUUM CLEAN LOW PRESSUR STEAM LOW PRESSURE STEA HIGH PRESSURE STEAM 'PUMPED CONDENSATE LOW PRESSURE CONDENSATE HIGH PRESSURE CONDENSATE CONDENSATE DRAIN INDIRECT DRAIN BOILER BLOWDOWN BOILER FEED WATER HEATING WATER SUPPLY HEATING WATER RETURN CHILLED WATER SUPPLY CHILLED WATER RETURN CONDENSER WATER SUPPLY CONDENSER WATER RETURN ' REFRIGERANT LIQUID REFRIGERANT SUCTION FUEL OIL SUPPLY FUEL OIL RETURN FUEL OIL VENT WASTE OIL I NATURAL GAS q , Yiis ! k9�� •1� 8x6 DAP' i t SPIN —IN FITTING WITH SCOOP EXTRACTOR AND BALANCING DAMPER WITH LOCKING QUADRANT OPERATOR DUCT ACCESS PANEL NUMBERS INDICATE SIZE SUPPLY GRILLE OR REGISTER RETURN OR EXHAUST GRILLE OR REGISTER ROUND SUPPLY DIFFUSER SQUARE SUPPLY DIFFUSER ZMTTTI EXHAUST OR RETURN AIR �� �x GRILLE OR REGISTER CV�, SQUARE ELBOW WITH MULTIPLE TURNING VANES ROUND ELBOW, R = 111 D DUCT TURNING UP DUCT TURNING DOWN FLEXIBLE CONNECTION TRANSFER OPENING IN WA IL ABOVE CEILING (SIZE SHOM ON PLANS) �] FLEXIBLE DUCT VID VOLUME DAMPER WITH 51 MANUAL OPERATOR CONTROL DAMPER WITH MOTOR OPERATOR HD I I A FIRE DAMPER SMOKE DAMPER COMBINATION FIRE AND SMOKE DAMPER BACKDRAFT DAMPER (ARROW INDICATES DIRECTION OF FLOW) DUCT MOUNTED SMOKE DETECTOR • • • , iMfl fy�FF A • • •+..s htlr IIYS W'�i .n'F •Sut h' +`^ THERMOSTAT, INSTALL 60" AFF HUMIDISTAT, INSTALL 60" IAFF All 01.1 CENTER LINE 'eK EW ELECTRIC WATER COOLER N.I.C. NOT IN CONTRACT VTR VENT THRU ROOF R `° PLATE E.W.T. ENTERING WATER TEMPERATURE NO NORMALLY OPEN, NITROUS OXIDE W SANITARY, SOIL OR ` WASTE SEWER L.. ANGLE "'`fi' EXH. EXHAUST N0. NUMBER ROUND, DIAMETER OR PHASE y EXIST. EXISTING NPSH NET POSITIVE SUCTION HEAD W/ WITH # POUNDS OR NUMBER F FAHRENHEIT N.R.S. NON RISING STEM W/0 WITHOUT A COMPRESSED AIR FACP FIRE ALARM CONTROL PANEL NSF NATIONAL SANITATION WB WET BULB " ABV.CLG. ; ABOVE CEILING FD FIRE DAMPER FOUNDATION WCO WALL CLEANOUT ACCU AIR COOLED CONDENSING UNIT FCO FLOOR CLEAN OUT N.T.S. NOT TO SCALE WG WATER GAUGE ACFM ACTUAL CUBIC FEET PER MINUTE, FCU FAN COIL UNIT OA OUTSIDE AIR` WH WATER HEATE hr , �OBD OPPOSED BLADE DAMPER „�� s, WO WASTE OIL ACU AIR CONDITIONING UNIT FCU FAN COIL UNIT AC/HR AIR CHANGES PER HOUR F.D. FLOOR DRAIN O.C. ON CENTER WP WEATHERPROOF A.D. ACCESS DOOR OR AREA DRAIN FL FLOOR O.D. OUTSIDE DIAMETER X. H C.I. EXTRA HEAVY CAST IRON ADC AIR DIFFUSION COUNCIL FLEX FLEXIBLE OPNG OPENING OSD OPEN SIGHT DRAIN AFF ABOVE FINISHED FLOOR FLG FLANGE e, €k .^ "• 's'rr�;'11 rF« AFG ABOVE FINISHED GRADE FO FLAT OVAL X O.S.&Y. OUTSIDE SCREW AND YOKE AHU AIR HANDLING UNIT y OX OXYGEN FOB FLAT ON BOTTOM P PUMP GENERAL SYMBOLS ALUM. ALUMINUM "' '" FOR FUEL OIL RETURN AMCA AIR MOVEMENT AND CONTROL FOS FUEL OIL SUPPLY PBD PARALLEL BLADE DAMPER ASSOCIATION PC PUMPED CONDENSATE ANSI AMERICAN NATIONAL STANDARD FOT FLAT ON TOP PLAN OR DETAIL NO P.C. PLUMBING CONTRACTOR FOV FUEL OIL VENT ' ASSOCIATION P.D.I. PLUMBING AND DRAINING SHEET NUMBER AP ACCESS PANEL FP FIRE PROTECTION INSTITUTE(3` APPROX. APPROXIMATE F.P.C. FIRE PROTECTION CONTRACTOR P.I.V. POST INDICATOR VALVE SHOWNELEVATION LETTER ON SHEET NO. ARCH. ARCHITECTURAL FPM FEET PER MINUTE PLBG. PLUMBING ° ASHRAE AMERICAN SOCIETY OF HEATING, FPS FEET PER SECOND. ;` PPH POUNDS PER HOUR SECTION NUMBER FS FLOW SWITCH • REFRIGERATING AND AIR PRS PRESSURE REDUCING STATION ,` CONDITIONING ENGINEERS F.S. FLOOR SINK PRV PRESSURE REDUCING VALVE SHOWN ON SHEET NO ASME AMERICAN SOCIETY OF F&T ' FLOAT & THERMOSTATIC PS PRESSURE SWITCH " MECHANICAL ENGINEERS FT FOOT PSI POUNDS PER SQUARE INCH DIMENSION LIN ASV AUTOMATIC SPRINKLER VALVE FTG FOOTING PSIA POUNDS PER SQUARE INCH _ AUTO AUTOMATIC G NATURAL GAS ABSOLUTE \ l DETAIL NUMBER AV ACID VENT GA. , GAGE PSIG POUNDS PER SQUARE INCH � i WITH SHEET N0. AW ACID WASTE GAUGE T GAL. GALLONS AWWA AMERICAN WATER WORKS GALV. 5` GALVANIZED PVC POLYVINYL CHLORIDE .". ASSOCIATION G.C.GENERAL CONTRACTOR QTY• QUANTITY ° BBD BOILER BLOWDOWN GCO GRADE CLEANOUT RA RETURN AIR O COLUMN NUMBER OR BFP BACKFLOW PREVENTER GPH GALLONS PER HOUR RD. ROUND Al LETTER BFW BOILER FEED WATER GPM a GALLONS PER MINUTE R.C.P REINFORCED CONCRETE PIPE BHP BRAKE HORSEPOWER GV NATURAL GAS VENT RECIRC. RECIRCULATING O KEYED NOTE NUMBER BOD BOTTOM OF DUCT GW GREASE WASTE BOP BOTTOM OF PIPE REINF. REINFORCING G.W.I. GALVANIZED WROUGHT IRON REQ'D REQUIRED BTU BRITISH THERMAL UNIT � 1 REVISION NUMBER I2 REV REVISION OR REVERSE t BTUH BRITISH THERMAL UNIT PER HOUR H HYDROGEN .. � . C CELSIUS HB HOSE BIBB F," RETURN FAN H.0 HEATING, VENTILATING, AND AIR ® CONNECT TO EXISTING H RELATIVE HUMIDITY ` CB CATCH BASIN CONDITIONING CONTRACTOR ? C C CENTER TO CENTER L REFRIGERANT LIQUI / HD HUB DRAIN OR HEAT DETECTOR REMOVE TO THIS POINT CD CONDENSATE DRAIN R.L. ROOF LEADER HGR. HANGER RM. ROOM CF CHEMICAL FEED H.CAB. HOSE CABINET N CFH CUBIC FEET PER HOUR HOA HAND —OFF —AUTOMATIC RPM REVOLUTIONS PER MINUTE CFM CUBIC FEET PER MINUTE RPZ REDUCED PRESSURE ZONE s HORZ. HORIZONTAL P� NORTH ARROW CHWR CHILLED WATER RETURN BACKFLOW PREVENTER �o , HP HIGH PRESSURE OR HORSEPOWER " CHWS CHILLED WATER SUPPLY HPC HIGH PRESSURE CONDENSATE IRSr REFRIGERANT SUCTION CI CAST IRON HPS HIGH PRESSURE STEAM R.S. y RISING STEM CLG. CEILING H'STAT HUMIDISTAT MAIN AIR SUPPLY SUPPLY AIR CLPS CLEAN LOW PRESSURE STEAM HTG. HEATING A C.O. CLEAN OUT HVAC HEATING, VENTILATING' .C. SITE CONTRACTOR GENERAL NOTES R CONC. CONCRETE AND AIR CONDITIONING CH. SCHEDULE CFM STANDARD CUBIC FEET CONFIG. CONFIGURATION HWR HEATING WATER RETURN PER MINUTE 1. SYMBOLS AND ABBREVIATIONS MAY NOT CONN. CONNECTION HWS HEATING WATER SUPPLY ALL BE UTILIZED FOR THIS PROJECT. to CON'T. CONTINUATION HYD. HYDRANT D SMOKE DAMPER OR STORM DRAIN 2. SYMBOLS NOT LISTED IN THIS SYMBOL CONST. CONTRUCTION IA INSTRUMENT AIR dECT. SECTION a' '"� LEGEND ARE IDENTIFIED ON THE3'4;` '?`. CONTR. CONTRACTOR I.B. INVERTED BUCKET SUPPLY FAN DRAWINGS WHERE THEY OCCUR. � COORD. COORDINATE I.D. "' INSIDE DIAMETER `$MACNA SHEET METAL AND AIR 3. ALL PIPING PENETRATIONS THRU ANY COP COEFFICIENT OF PERFORMANCE ID INDIRECT DRAIN CONDITIONING CONTRACTORS FIRE RATED ASSEMBLY SHALL BE MADE CTR CENTER IN. INCH NATIONAL ASSOCIATION AND SEALED IN ACCORDANCE WITH A CU COPPER i#W INV. INVERT UL LISTED SYSTEM. THE PENETRATION CU.FT. CUBIC FOOT IW INDIRECT WASTE :. S.P. STATIC PRESSURE SHALL BE FIRESEALED IN ACCORDANCE SPEC. SPECIFICATION WITH SBCCI STANDARD BUILDING CW COLD WATER OR CITY WATER JST. JOIST i,4. 1, SPR SPRINKLER CODE CHAPTER 10 USING ANY UL LISTED h CWR CONDENSER WATER RETURN KW KILOWATT A S.R.D. SECONDARY (EMERGENCY) SYSTEM FROM THE 1993 UL FIRE CWS CONDENSER WATER SUPPLY LA LABORATORY AIR } ROOF DRAIN RESISTANCE DIRECTORY. a CU.YD. CUBIC YARD LAB. LABORATORY " . a S.R.L. SECONDARY (EMERGENCY) DAP DUCT ACCESS PANEL L.A.T. LEAVING AIR TEMPERATUR r LW, , ROOF LEADER Mnw DB DRY BULB LB/ HR POUNDS PER HOUR SQ. SQUARE ¢ DG DOOR GRILLE LCD LINEAR CEILING DIFFUSER`'i SS SERVICE SINK, STAINLESS DH DUCT HEATER LN LIQUID NITROGEN STEEL OR SANITARY SEWER a •: D.I. DUCTILE IRON LO LIQUID OXYGEN ^" SSD SUB —SOIL DRAIN DIA. DIAMETER �. Ri L.P LOW PRESSURE STA. STATION DN. DOWN LPC-' LOW PRESSURE CONDENSATE STM STEAM'" Ip a DID DUCT MOUNTED SMOKE DETECTOR LPG ! LIQUID PETROLEUM GAS SYM SYMBOL OR SYMMETRICAL D.P. DIFFERENTIAL PRESSURE LIPS LOW PRESSURE STEAM YS. SYSTEM DPR DAMPER L.W.T. LEAVING WATER TEMPERATURE r & B TOP AND BOTTOM DS DOWNSPOUT MAX. MAXIMUM k AB TEST AND BAL{ DTA DRIP TRAP ASSEMBLY MBH BTUH x 1000 ID TRENCH DRAIN DWG. DRAWING MECH. MECHANICALT.O.C.` TOP OF CURB D.W.V. DRAIN, WASTE AND VENT MEZZ MEZZANINE T.O.D. TOP OF DUCT DX DIRECT EXPANSION MFG. MANUFACTURING;; O.P. TOP OF PIPE EA EXHAUST AIR MFR. MANUFACTURER 4' O.S. TOP OF STEEL E.A.T. ENTERING AIR TEMPERATURE ' M.H. MANHOLE ° $ « S TAMPER SWITCF E.C, ELECTRICAL CONTRACTOR MIN. MINIMUM STAT THERMOSTAT ECC ECCENTRIC MJ MECHANICAL JOINT TYP. TYPICAL EF EXHAUST FAN MOD MOTOR OPERATED DAMPER U.F. UNDER FLOOR �': EFF EFFICIENCY a' MTD MOUNTED UH UNIT HEATER EH ELECTRIC HEATER MV MEDICAL VACUUM UL UNDERWRITERS LABORATORIES EJ EXPANSION JOINT MVD MANUAL VOLUME DAMPER LINO UNLESS NOTED OTHERWISE EL ELEVATION N NITROGEN t> V VENT Daly 12995 S. Cleveland Ave. Sulie 287 ELEC. ELECTRICAL NC NORMALLY CLOSED VAC VACUUM (SUCTION) Gonzalez Fort Myers, FL 33907 813-939-5814 EQUIP. EQUIPMENT NEC NATIONAL ELECTRIC CODE '' RT. VERTICAL Group Inc. FAX (813) 939-5660 EQUIV. EQUIVALENT NEMA NATIONAL ELECTRICAL aTt e LV. VALVE ER EXHAUST REGISTER NFPA MANU FACTURERS NATIONAL FIRE PROTECTION ASSOCIATION OL X k VSp VOLUME VARIABLE SPEE DRIVE E.S.P. EXTERNAL STATIC PRESSURE ASSOCIATION 4 �A.: i?di v� 4 rt�-11 yy i (rf`'"4'• ,n1{9 0 ..4i Yy ,..P..yi�u C .;`''^'t�Ck?^' `'. P'P'dtt cx .,s;�l "'.l fi,f v F �7l Wu ...{ wy+t,�t:4'f,#L,_.F aAirc?,PN.`: �.. •+� .n i4�"y' 1.'.. " ..3 1. b .fir. X .0 `S W _ Consulting Engineers These contract documents represent a portion of a complete design which, to the best of our knowledge, has been prepared in compliance with applicable minimum building codes. The use of these plans without the consent of the engineer of record is prohibited. Alterations to the design as shown on these plans is only allowed by written authorization of the engineer of record. Copyright 1994: Daly Gonzalez Group, All Rights Reserved V)Ld M� � II > N in IY Ld M r W nn � 00 'n LIZ 0 J CZ a U d a 4 ui ® o ~ w o tL = U Q V1 Q 00 o 0 zT 00 m `' Qg oa rn rn � O U c� Q_ DRAWN G.E.J. CHECKED J.E.G. DATE 07/11/94 SCALE N TS JOB NO. 94061.000 SHEET P1 1 OF 11 1; y4,l2 tkl qo 3IL HJ Clr 4,A yg, 'Mill I 11 I � I I I It' "I I � �t ,; � ", ", Il I ,,, ,-� , - I I,,,, .�1,7") �, Z`ii� , I , I " � ��' 4. 'A " '-w'', i�,- " � ., it II, I I -M ?..- . 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I -1 IIC "",, ` �,� i I � i � R , Consulting Engineers I - '141 I � ', "i" e u.7%`Isien6p,r:5p�.nt a portion of a complete desig, which, ti, the � P3 , � i� It :11� i :, "'s"Y I ,-* , "'- " �, i I �* * "I I 1�` I'�� ", IV, ", F I, I `q � i ! I I 11 I I I mi � �i,, best rcann'crac�`dqdeo,ch red in compliance with applicable minimum : V laullidriq codes. The use of these plans without the consent of the engineer of record I I I, iffj", ,�'k�v� is prolillbited. Alterations to the design as shown on these plans is only allowed by �: Wrftteq� authorization of the engineer of record. �-,�',IIII N � "ir I .- g�44j * , I Copyright 1994: Daly Gonzalez Group, All Rights Heserved I 3 OF 11 I , 1, L I - " .. - 'I I I , 11 , t, 6,I,�I: iI, �1-1 M -f:,� 171, !`�,I �,`,I -�� �%�I?,�- , ',%M.1-7s.1 "t- .II-II-IIII ,� I I .1 ?C,-, I I V 1,�' . 4, f--,X�U,I �I-I , "' k- I " * . -, "' j I7 , �, , , I . 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" ` ` "' :i "I l l,rf" l ,��p I I I , fir, red in corriplance with nii I I - " " - ",I � ,,I. I I ,,, IjM ... ... 'iI, li- ,;,, 3"114r? I. � '1�1 � The use of these plars, without the consent of the engineer of record , � 14111 - III � ,0!;"rjPg " ,-.�*;'iiy�,I I I O I , I�W I tl iI I , rr� 11H �1, t, I ou'l%1gibit�17 no. .. r� III "all d , li� st has bieen orepert U portion l,��Zli i , �! l I VI , I'll 11 I, M , Alterations to the design as shown on these plans is a I . � '�I?1'1` �' � I *.,3',i�N5,#�," � 11 ization of the engineer of record. - , I I I ,,f I, I " � I wriiten oui I : ,� i , I , , I , I I v I I - -- f A, I, .Ii- � I r ,R'AV-111 I ,1' �y 1, i Copyright 1994: Daly Gonzalez Group, All Rights Reser,,ed I � I " , 11 I I I F 2,1(3 , I I. ,I � I A t, 11 r lim, " - 'm - I �s - III I , Ii, - I, I ji �l ��, r- � I I rvi " Irl"'I j I - I I I'll �N 'I- q , , : - I I, I " 11 " .. 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A: .. .s. 7...f iNtu..-r .:SN'. �.',..�Nt',.x y. �r.:. ... t 0 or o va m E`o > "o U 0 M N rnmo'� N w m I �gyo > o m M s y U t°n � ° h o rn viN�MiM OD W ;oN a frm O I`J •lJ m °UO« OIL O= NCO•-Q [ M d 0 �N1�a04 � caYo of � Cj W m oa°o=a m a�«NO H 0 •� y � c o U ti v v° w `u mn°v o v a Qo ° ° C o m �a N3 3' VTRP tP22'1'2 P2 1 1 i2 2 I I 11 th FL I i I i i 1 1i2 E2 I I I j% 3" I I 11 i'--1 -2 ; I 2„ I d-> 8th FL I I E7� (, II 1 5i--1 1z I I 2„ I < 1 a> 7th FL I I " I �1 P7� , �-1---1 L2 . I 1 2„ I I w 6th FL I I I �I P7 1 —11'2 t I I i 2" 5th FIL I I I i P7 � i I I I 2" I y 4th FL I I I A I E7 I 1 1/2' I 2' 3rd FL I I 1 I 4" P7 r� I Em 3" i 2nd FL 1jI, 4" VTR 4" VTR a �a'pl �. ,s h{ a r9F * 'SfS' a "+� m„y 1u Ea3 `'5 q ' a :. �,:* '"C•y, T ' r �tiPi P7 10th FL I Via,• x 2" 9th FIL Pi r . � NOTES KEYED TO PLAN:<=Are'„ O3" RELIEF VENT Al 10th BRANCH INTERVAL. a�'F.h MAKE CONN. TO EA. STACK W/ A WYE FITTING 3" VTR n� A� A I NIC C I I i 2"I 11 th FL n 1� �2 I I P6 i -'; 14 I I DW 4r' ,YFw NIC I�. 10th FL 10th FLE *6 1!4 I n DW 1� NIC 1 I I I I "� , 4r, 3/ ^ \1 9th FL 9th FLU 4„ 2 k-----FROM P7 PiI /1�2`� S13-REV �+-1>z P2 y I 13r, I P5 ��� 1 2 2'J " A 5xv-, 8th FL I I 3 j 8th FL j P1 I 1Lz P2`11i2 I I I tl P5 I 2" \2" E2I I 1 �I 7th FL. I I 3" �l 7th FL I ,2" i P7 PiI 1�zP2�y I I I I E5 1 +-2„ 2" P21 1 Y 6th FL i I I 3� : 6th FL 1 �.2" 1 P-7 1� P1 I 1IIP2 y YT--1 �z I ,2 2" I 2 r V� 2" P2, I h FIL I I I i 3" 5th FL i �2 I (21 P7 1 PZ I F1I I ,. y `I' 1-1 1�-2 E5 `�l� I I-2" I 2 P2, 4th FIL I I n 3 4th FL'� 2" I �� P7 P1 I 1 P2 I 1-- 1'l-2 � I I I ]5 i _2„ �2" P2� 1A, 3rd FL I 1 3" w 3rd FL I ,2" I r I P7 I P11 2�1 j 1L2 l I 1 75 j I —2" V2I 1 I �P 2nd FL I I I I -3 12nd FL 1 \ I 4 ^ V 3., I P1I 11'2 1 P7 f I GRID FL P2 P2 GRID FL REVISIONS I BY w. L 3'° VTR t �I , I, 3„ P6 i DW 1 NIC 1 2"' 1 11th FL " or r I I 1 P�6 —1 oIt — V Nn NC I LJ w I N In � n n ui 1 10th FL ui - nn I , oo I 0 cr d 2 , J 1 1�2 I a P6 �1 ui d NI I NIC o 3/^, \ i 9th FL o Li S I az a I 0 O \ 0� O I � � 1L2 Z= 00 } 1�2 Xm 1112 I � OQ 8th FL I P6 DC N O U Il = c� I a O 1 L2 i 7th FL DW I P6 NIC 1 fl 1 L2 r . I 112 —+ 1 �z I x' 6th FIL j DW NIC 11 I 1 112 L � � ry a• ' �i�3Po.r I a 11'2 1 �z I , 5th FL. I W P6 NIC 951 "IN s �l 1L2-1� I a I � ant. 4th FL `j s I P� DW NIC I 1 "2ir 3 t� I 11'2—_I 1 �V2 I I 3rd F-L P6 DW NIC I Il �„ k a I 7 11i2 1V2 r? 2nd FLU P6 DW NIC I 1 I 3 „r � 1 Yz 2„ - RD FL P6 DW4 NIC DRAWN J. W. Y. CHECKED J.E.G. DATE 07/11/94 SCALE N TS JOB NO. 94061,000 SHEET P9 9 OF 11 Vlk '77'�JO f I�Vl 14A �'M t � " - , I ",g , Y.". x VIR'a 15 X INS k Nv; N let % A 4 r 2: toil] I NFIXTURE RUNOUT SIZE COMPONENTS DESCRIPTION PROVIDED REMARK BY P.C. BASIC FIXTURE 7777 Moses DARD "CADET" 1.6 GALLON PER FLUSH, AMERICAN STAN VITREOUS CHINA FL. MTD.1 COMPLETE UNIT CAULK AT FL. CONTACT WITH WHITE WATER CLOSET, WHITE WITH ALL TRIM #2174.139 SILCONE SEALANT. ELONGATED BOWL, & ACCESSORIES' SIPHON JET ACTION MEN 'Alo i -RIMMING STYLE. PRONADE G.C. W/ *21111 113AMMut 0 Xk 1IIII k4fjKffj SELF VITREOUS CHINA, COMPLETE UNIT AMERICAN STANDARD "AQUALYN" isY77 WITH ALL TRI #0476,028 COUNTERTOP CUTOUT TEMPLATE AND 20"x17" OVAL, ACCESSORIE INSTALL W/ SEALANT UNDER RIM PER 4" CENTERSET MANUFACTURER'S RECOMMENDATIONS. ONE 7— COMPLETE UNITE AMERICAN S CAULK AT FL. CONTACT WITH WHITE ENAMELED STEEL, ONE TANDARIF "SALEM 0611 K11 Olt PIECE BATH W/ END WITH M 11 #0135.137 (RIGHT HAND OUTLET- W.51411110 II STMI, SILCONE SEALANT. ALL TRI L L RESISTANT SURFACE, DRAIN OUTLET, & ACCESSORIES)mj UNIT 'A #0135.133 (LEFT HAND OUTLET UNIT V & 'C') �SOUND PAD 0 0 U) ENAMELED STEEL, ONE COMPLETE UNIT AMERICAN STANDARD "SALEM" PIECE BATH W/ END WITH ALL TRIM #0135.137 (RIGHT HAND OUTLET- iDR AIN OUTLET, SLIP & ACCESSORIE UNIT 'A') RESISTANT SURFACE, #0135.133 (LEFT HAND OUTLET UNIT 'B' & LU BY G.C. J� SHOWER STALL & BASE < F VALVE & DRAIN 0 ISHOWER MIXING Oz SELF -RIMMING STYLE. PROVIDE G. C. W/ aE UJ F COMPLETE UNI LLKAY HAULMAKLR �:)IARLIIL COUNTERTOP CUTOUT TEMPLATE AND DOUBLE BOWL #PSR-3321 KITCHEN SINK, WITH ALL TRIM & ACCESSORIE- INSTALL W/ SEALANT UNDER RIM PER 33"x2l 1/4"x7 1/2" MANUFACTURER'S RECOMMENDATIONS. ZZ ALL EXPOSED PIPING TO BE CHROME U > SIS., SELF RIMMING L PLATED. DISPOSAL TO BE MOUNTED BELOW ERIS SINK PER MANUFACTUR RECOMMENDATIONS. Cn 0< :WASHING MACHINE COMP LETE UNII CONN. BOX WITH ALL TRIM & ACCESSORIE COM PLETE UNI11 REFRIGERATOR WITH ALL ]RIM ICE MAKER VALVE BOX ACCESSORI E COMPLETE UNII STANDARD "RELIANT" CAULK AT WALL CONTACT W/ WHITE VITREOUS CHINA SILICONE SEALA WITH ALL TRIM WALL HUNG LAVITORY #2385.130, 8" CENTERSET, LEVER HANDLE, WHITE IN COLOR & ACCESSORIE STIR INER: AMERICAN STANDARD #2411 5 GRID STRAINER DRAIN ASSEMBLY 01 SIZE 20"xl 8", 4" CENTERSET, W/ 1 1/4- TAILPIECE. CONCEALED ARMS SUPPORT. NGATED 1.6 GALLON PER FLUSH, 17" HIGH, VIT?kE4US CHINA FL. MTD.1 COMPLETE UNI TAADA&D 7V OLSONITE SOLID PLASTIC, ELO SEAT: WATER CLOSET, WHITE WITH ALL TRIM #2216.143 WHITE CLOSED FRONT SEAT W/ COVER CAULK AT FL. CONTACT WITH WHITE SILCONE SEALANT. ELONGATED BOWL, & ACCESSORIE SIPHON JET ACTION COORDINATE INSTALLATION WITH G.C. PRIOR -A COMPLETE UNI JAY R. SMITH #2010 DRAIN TAP FOR TRAP PRIMER PIPING FLOOR PLACEMENT. TO CONCRETE WITH ALL TRIM ACCESSORIE NCOMPLETE UNII WOODFORD MODEL 24P MV/ M. WITH ALL TRIM & ACCESSORI E COMP LETE UNI W1 TH & AC Ir N... ...... .. 11 S41 ....... ... DRAWN W. Y. CHECKED NJ. E. G. a7 DATE 1 01 07/11/94 SCALE NTS NO. JOB 94061.000 12995 S. Cleveland Ave. Suite 287 onzalez Fort Myers, FL 33907 SHEET Daly 813-939-5814 —5660 UP FAX (813) 939 Inc. Consulting Engineers tract documents represent a portion of a complete design which, to the jh� ,nowledge. has been prepared in compliance with applicable minimum -4 The use of these plans without the consent of the engineer of record 13 prohibited, Alterations to the design as shown on these plans is only allowed by -,Ff written fluthorizatior, of the engineer of record. Gonzalez Group All Rights Reserved "A REVISIONS BY 1 n mm g P PIPE TURNING UP PIPE TURNING DOWN TEE DOWN TEE UP 45' OFFSET DIRECTION OF FLOW IN PIPE PIPE SLOPED IN DIRECTION OF ARROW PIPE CAP CONCENTRIC REDUCER . ECCENTRIC REDUCE PIPE UNION GATE VALVE STOP AND WASTE VALVE GLOBE VALVE CHECK VALVE " TRIPLE —DUTY VALVE BUTTERFLY VALVE PLUG VALVE BALL VALVE SOLENOID VALVE CONTROL VALVE (2— WAY) CONTROL VALVE (3— WAY) PRESSURE REDUCING VALVE SAFETY RELIEF VALVE CALIBRATED FLOW BALANCINC VALVE (GPM INDICATED) BACKFLOW PREVENTER ASSEMBLY (TYPE INDICATED) Y—TYPE STRAINER BASKET STRAINER PRESSURE GAUGE (W/1i4" BALL VALVE) STEAM PRESSURE GAUGE (W/!-4" BALL VALVE AND PIGTAIL SIPHON) THERMOMETER T (xx,xx) TRAP — CAPACITY SHOWN TYPE IN PARENTHESIS (#/HR, AP) TRAP STEAM TRAP ASSEMBLY —�-- EXPANSION JOINT ALIGNMENT GUIDE — PIPE ANCHOR --— FLEXIBLE PIPE CONNECTION EXPANSION LOOP «' L/D tL WITH GUIDES G ti... F� PUMP Y WATER HAMMER ARRESTER QUICK DISCONNECT HOSE BIB I FLOOR DRAIN — SQUARE STRAINER FLOOR DRAIN ROUND STRAINER ® TRENCH DRAIN „ O C.O. FLOOR CLEANOUT �1 WALL CLEANOUT GRADE CLEANOUT (WITH 18"08%4" CONCRETE PAD) FLOOR SINK TERRACE DRAIN AREA DRAIN IN —LINE CLEANOUT ,e ' PLUMBING FIXTURE DESIGNATION AW-- ---AV--- - SD -- -MA-- A -- -IA-- LA -- -OX-- - LOX -- NO-- - LN -- N -- -He-- H -- - VAC -- MV-- - CLIPS -- - LPS -- -HPS-- -PC-- - LPC -- - HPC -- -CD-- -ID-- - BBD -- - BFW -- -HWS-- -HWR-- -CHWS-- -CHWR-- -CWS-- -CWR-- - RL -- RS-- - FOS -- - FOR -- --- FOV--- WO-- G -- --- GV -- - - LPG -- ALARM CHECK VALVE DRY PIPE VALVE WITH EXHAUSTER OR ACCELERATOR DELUGE VALVE PREACTION VALVE HOSE END VALVE TAMPER SWITCH (SHOWN ON VALVE) PRESSURE SWITCH FLOW SWITCH DOUBLE DETECTOR CHECK VALVE ANGLE VALVE (ELEVATION VIEW) ANGLE VALVE (PLAN VIEW) FIRE HYDRANT WITH OS&Y VALVE IN ROADWAY BOX WALL MTD SIAMESE CO N., FIRE DEPT. CONN., FI PUMP TEST HEADER YARD SIAMESE CONN., FIRE DEPT. CONN. WATER MOTOR GONG SSEMBLY FIRE HOSE CABINET CONCEALED SPRINKLER HEAD PENDANT SPRINKLER HEAD (EXPOSED IN CEILING) UPRIGHT PENDANT SPRINKLER HEAD DRY PENDANT SPRINKLER HEAD s. SIDEWALL SPRINKLER HEAD UPRIGHT PENDANT SPRINKLER HEAD WITH GUARD I1..1...1 111.s ui, F r1 YYr en SUPPLY OR OUTSIDE AIR .,., DUCT SECTION RETURN OR EXHAUST DUCT SECTION SHEET METAL DUCT DIMENSIONS, 12x6 (INCHES) FIRST DIMENSION IS SIDE SHOWN 12x6 EXIST DUCTWORK. DIRECTION OF FLOW IN DUCT y' — TRANSITION SLOPE DUCT IN DIRECTION OF ARROW SPIN —IN FITTING WITH SCOOP EXTRACTOR AND BALANCING DAMPER WITH LOCKING QUADRANT OPERATOR DUCT ACCESS PANEL NUMBERS INDICATE SIZE DAP �8xx6{ I -- SUPPLY GRILLE OR REGISTER RETURN OR EXHAUST GRILLE — OR REGISTER ROUND SUPPLY DIFFUSER SQUARE SUPPLY DIFFUSER iNNNU2il k_;4- EXHAUST OR RETURN AIR GRILLE OR REGISTER SQUARE ELBOW WITH MULTIPLE TURNING VANES ROUND ELBOW, R = 1112 D DUCT TURNING UP 2 r; yy b zt�= ,:Ytf • �'* '� MM MMMMM • •� •• d" ) _ • •� cam; g 23 •• . F �uf F • � F , . I• ry * 1 CONDENSER WATER SUPPIL ,3 © • CONDENSER WATER • .• REFRIGERANT • • .. ' , ,.= a FUEL •IL RETURN ',-' FUEL OIL VENT {., ,,.5 •F "v�f^:*i, "I Y WASTE • IL i• "`5 Y t,�arbZyp J ,a 7 NATURAL �''vy'Y,",'. m yy IGe, N 61� 1Y t, a t • • • • n3l oa IMr ,:. .,r; ..4°•'+f,9 4y A Rp q t�" u k ^� p a '�. . ru llr�aP! :j ld°ut +R', ""IV'rr�� R Z 0 A ABV.CLG ACCU ACFM ACU AC/HR A.D. ADC AFF AFG AHU ALUM. AMCA ANSI AP APPROX. ARCH. ASHRAE ASME ASV AUTO AV AW AWWA BBD BFP BFW BHP BOD BOP BTU BTUH C CB C/C CD CF CFH CFM CHWR CH WS Cl CLG. CLPS C.O. CONC. CONFIG. CONN. CON'T. CONST. CONTR. COORD. COP CTR CU CU.FT. CW CWR CWS CU. YD. DAP DB DG DH D.I. DIA. DN. DD D.P. DPR DS DTA DWG. D.W.V. DX EA E.A.T. E.C. ECC EF EFF EH EJ EL ELEC. EQUIP. EQUIV. ER suiv CENTER LINE W ELECTRIC WATER COOLER s= N.I.C. NOT IN CONTRACT .; �/Tlt VENT THRU ROOw1v F PLATE, •, ` �;y " E.W.T. ENTERING WATER TEMPERATURE NO NORMALLY OPEN, NITROUS OXIDE W SANITARY, SOIL ORs ANGLE """ ' EXH. EXHAUST N0, NUMBER WASTE SEWER ROUND, DIAMETER OR PHASE EXIST. EXISTING t1r NPSH NET POSITIVE SUCTION HEAD �/ WITH r POUNDS OR NUMBER F ,,.• FAHRENHEIT N.R.S. NON RISING STEM W/0 WITHOUT sk WB WET BULB COMPRESSED AIR FACP FIRE ALARM CONTROL PANEL NSF NATIONAL SANITATION A13OVE CEILING FD FIRE DAMPER FOUNDATION WCO WALL CLEANOUT AIR COOLED CONDENSING UNIT FCO FLOOR CLEAN OUT - N.T.S. NOT TO SCALE WC WATER GAUGE ACTUAL CUBIC FEET PER MINUTE FCU FAN COIL UNIT OA OUTSIDE AIR WH WATER HEATER AIR CONDITIONING UNIT FCU FAN COIL UNIT OBD OPPOSED BLADE DAMPER WO WASTE OIL AIR CHANGES PER HOUR O.C. ON CENTER„WP WEATHERPROOF F.D. FLOOR DRAIN " ;{*. ACCESS DOOR OR AREA DRAIN ;; O.D. OUTSIDE DIAMETER X.H.CJ. EXTRA HEAVY CAST IRON FL FLOOR' AIR DIFFUSION COUNCIL F X t, F XI E OPNG OPENING u� ''. .• ` ` LE LE BL Ir ABOVE FINISHED FL00 FLG FLANGE �, OSD OPEN SIGHT DRAIN A13OVE FINISHED GRAD O.S.&Y. OUTSIDE SCREW AND YOKE k FO FLAT OVAL OX OXYGEN GENERAL SYMBOLS w AIR HANDLING UNIT FOB g FLAT ON BOTTOM P PUMP ALUMINUM; FOR FUEL OIL RETURN PgD PARALLEL BLADE DAMPER AIR MOVEMENT AND CONTROL FOS FUEL OIL SUPPLY ASSOCIATION FOT FLAT ON TOP PC PUMPED CONDENSATE PLAN OR DETAIL NO. AMERICAN NATIONAL STANDARD FOV FUEL OIL VENT P.C. PLUMBING CONTRACTOR SHEET NUMBER ASSOCIATION P.D.I. PLUMBING AND DRAINING T ; FP FIRE PROTECTION ELEVATION LETTER �; ACCESS PANEL INSTITUTE �Q APPROXIMATE F.P.0 FIRE PROTECTION CONTRACTOR ' P,I,V, POST INDICATOR VALVE SHOWN ON SHEET NO �i ARCHITECTURAL FPM FEET PER MINUTE PLBG. PLUMBING a AMERICAN SOCIETY OF HEATING, FPSFEET PER SECOND PPH POUNDS PER HOUR SECTIONS NUMBER . 4 REFRIGERATING AND AIR FS :FLOW SWITCH PRS PRESSURE REDUCING STATION may' •¢�—�;i�— SHOWN ON SHEET N0 CONDITIONING ENGINEERS F.S. k FLOOR SINK PRV PRESSURE REDUCING VALVE FLOAT THERMOSTATIC AMERICAN SOCIETY OF F&T & PS PRESSURE SWITCH MECHANICAL ENGINEERS FT FOOT PSI POUNDS PER SQUARE INCH --{---DIMENSION LINE AUTOMATIC SPRINKLER VALVE FTG. FOOTING PSIA POUNDS PER SQUARE INCH _ AUTOMATIC G NATURAL GAS ABSOLUTE �' �� ACID VENT I DETAIL NUMBER GA. GAGE PSIG POUNDS PER SQUARE INCH I\ i WITH SHEET NO ACID WASTE GAL. GALLONS GAUGE GALV.GALVANIZED AMERICAN WATER WORKS I PVC POLYVINYL CHLORIDE k G i . icI ASSOCIATION I G.C. GENERAL CONTRACTOR QTY. QUANTITY t BOILER BLOWDOWN GCO GRADE CLEANOUT RA RETURN AIR COLUMN NUMBER OR BACKFLOW PREVENTER GPH GALLONS PER HOUR' RD. ROUND Al LETTER BOILER FEED WATER GPM _ GALLONS PER MINUTE R.C.P REINFORCED CONCRETE PIPE BRAKE HORSEPOWER GV NATURAL GAS VENT RECIRC. RECIRCULATING T r y" KEYED NOTE NUMBER BOTTOM OF DUCT O GW GREASE WASTE RE F. REFRIGERANTnW R' BOTTOM OF PIPE ; BRITISH THERMAL UNIT G.W.I. GALVANIZED WROUGHT IRON T.f a':fi T;��+ � i Q REVISION NUMBER " BRITISH THERMAL UNIT PER HOUR HB HOSE OB BB GENREINF. REINFORCING r' CELSIUS REQ'D REQUIRED CONNECT TO EXISTING x .. H.C. 0 HEATING, VENTILATING, AND AIR CATCH BASIN CONDITIONING CONTRACTOR REV. REVISION CENTER TO CENTER HD HUB DRAIN OR HEAT DETECTOR "'' RF. ROOF 8 REMOVE TO, THIS POINT CONDENSATE DRAIN RH RELATIVE HUMIDITY HGR. _ HANGER R RL REFRIGERANT LIQUID a w i - CHEMICAL FEED H•CAB HOSE CABINET N „ s�',`�I � CUBIC FEET PER HOUR HOA HAND -OFF -AUTOMATIC R.L. ROOF LEADER CUBIC FEET PER MINUTE HORZ. ' HORIZONTAL RM. ROOM e� NORTH ARROW CHILLED WATER RETURN RPM REVOLUTIONS PER MINUTE �° HP HIGH PRESSURE OR HORSEPOWER 4- CHILLED WATER SUPPLY ( HPC HIGH PRESSURE CONDENSATE RPZ REDUCED PRESSURE ZONE " BACKFLOW PREVENTER CAST IRON .��.M HPS HIGH PRESSURE STEAM CEILING H'STAT HUMIDISTAT R wl REFRIGERANT SUCTIONt CLEAN LOW PRESSURE STEAM HTG. HEATING R.S. RISING STEM CLEAN OUT HVAC HEATING, VENTILATING S MAIN AIR SUPPLY GENERAL NOTES a` CONCRETE AND AIR CONDITIONING Sq SUPPLY AIR <, 1 sss„" S.C. SITE CONTRACTOR T'mmrz " CONFIGURATION m , HWR HEATING WATER RETURN 1. SYMBOLS AND ABBREVIATIONS MAY NO CONNECTION HWS HEATING WATER SUPPLY SCH. SCHEDULE+"' ALL BE UTILIZED FOR THIS PROJECT. CONTINUATION HYD. HYDRANT SCFM STANDARD CUBIC FEET PER MINUTE 2. SYMBOLS NOT LISTED IN THIS SYMBOL CONTRUCTION IA INSTRUMENT AIR SD SMOKE DAMPER OR LEGEND ARE IDENTIFIED ON THE CONTRACTOR I.B. INVERTED BUCKET DRAWINGS WHERE THEY OCCUR. COORDINATE I.D. INSIDE DIAMETER STORM DRAIN 11,, COEFFICIENT OF PERFORMANCEID INDIRECT DRAIN SECT. SECTION 3. ALL PIPING PENETRATIONS THRU ANY •t `n` rta . CENTER IN. INCH SF SUPPLY FAN 4: FIRE RATED ASSEMBLY SHALL BE MADE SMACNA SHEET METAL AND AIR AND SEALED IN ACCORDANCE WITH A COPPER INV. INVERT CONDITIONING CONTRACTORS UL LISTED SYSTEM. THE PENETRATION CUBIC FOOT IW INDIRECT WASSHALL BE FIRESEALED IN ACCORDANCE TE »foil NATIONAL ASSOCIATION WITH SBCCI STANDARD BUILDING COLD WATER OR CITY WATER JST. JOIST S.P. STATIC PRESSURE CODE CHAPTER 10 USING ANY UL LISTED CONDENSER WATER RETURN KW KILOWATT ` r moo SPEC. SPECIFICATION SYSTEM FROM THE 1993 UL FIRE CONDENSER WATER SUPPLY LA LABORATORY AIRRESISTANCE DIRECTORY.r SPR SPRINKLER CUBIC YARD LAB. LABORATORYI+,* DUCT ACCESS PANEL L.A.T. LEAVING AIR TEMPERATURE S.R.D. SECONDARY (EMERGENCY) ROOF DRAIN re lbk< rT 4#5 a. DRY BULB LBHR POUNDS PER HOUR NAB / :� Shy v.. S.R.L. SECONDARY (EMERGENCY) ,s ar �•."�+� �' �;� A ram" �a, DOOR GRILLE LCD LINEAR CEILING DIFFUSER ROOF LEADER.,"r .rJ•1e., y a' DUCT HEATER LN LIQUID NITROGEN S SQUARE DUCTILE IRON LO LIQUID OXYGEN n u4Yk r SS SERVICE SINK, STAINLESS , `, �; ,,Zl DIAMETER L.P. LOW PRESSURE STEEL OR SANITARY SEWER ` " { "' H �"NYS"�4 "^'a i, to a t � ` 'a yl fl , .,�p',k�' DOWN LPC LOW PRESSURE CONDENSATE SSD SUB —SOIL DRAIN DUCT MOUNTED SMOKE DETECTOR LPG LIQUID PETROLEUM GAS STA. STATION • x « w v"F a *1 • 2 s DIFFERENTIAL PRESSURE LIPS LOW PRESSURE STEAM STM STEAM y4. ,`�� tp s t a DAMPER L.W.T. LEAVING WATER TEMPERATURE SYM SYMBOL OR SYMMETRICAL 4� ga§�yy , w1 '". DOWNSPOUT MAX. MAXIMUM SYS. SYSTEM DRIP TRAP ASSEMBLY MBH BTUH x 1000 T & B x � TOP AND BOTTOM � � •, � DRAWING MECH. MECHANICAL TA ;TEST AND BAA LNCE DRAIN, WASTE AND VENT MEZZ MEZZANINE TD� .TRENCH DRAINr`" DIRECT EXPANSION MFG. MANUFACTURING P K T.O.C.TOP OF CURB MFR. MANUFACTURER T.O.D. TOP OF DUCT MANHOLE T.O.P.P OF PIPE EXHAUST AIR r� M.H. ENTERING AIR TEMPERATURE � s ELECTRICAL CONTRACTOR MIN. MINIMUM T.O.S. TOP OF STEEL I MJ MECHANICAL JOINT TS TAMPER SWITCH ECCENTRIC ._,. _..., MOD MOTOR OPERATED AMP �` , ED D ER ,:: T'STAT THERMOSTAT EXHAUST FAN.. MTD _ MOUNTED „ TYP. TYPICAL ;. m ," t± , r ,v„<,r W �.k.,:�u;' ^' � �•I. rr�' EFFICIENCY ,} _ ..; .. • ELECTRIC HEATER A 4 MV MEDICAL VACUUM U.F. UNDER FLOOR E EXPANSION JOINT MVD MANUAL VOLUME DAMPER EXPANSION UNIT HEATER UL UNDERWRITERS LABORATORIES Daly Suite S. Cleveland Ave. ELEVATION ° N , '" NITROGEN Suite 287 ELECTRICAL NC NORMALLY CLOSED UNO UNLESS NOTED OTHERWISE Gonzalez Fort Myers, FL 33907 814 EQUIPMENT NEC NATIONAL ELECTRIC CODE V VENT Group Inc. FAX (813)5939-5660 NEMA NATIONAL ELECTRICAL . VAC VACUUM (SUCTION) Consultin Engineers EQUIVALEN I 9 9 MANUFACTURERS ASSOCIATION VERT. VERTICAL These contract documents ,e resent a ;,A o' p portion of a complete design which, to the EXHAUST REGISTER o�: best of our knowledge, has been prepared in compliance with applicable minlmum NFPA NATIONAL FIRE PROTECTION "` VL`✓. VALVE s� building toys,. me use of these plans without the consent of the engineer of record EXTERNAL STATIC PRESSURE t is prohibited. Alterations to the design as shown on these plans is o Iy allowed by ASSOCIATION A written authorization of the engineer of record. f._� VOL. VOLUME Copyright 1994: Daly Gonzalez Group, All Rights Reserved 1 s^+,' VSD VARIABLE SP {�RIVE/ ff �`y .. ,n ■:: O .t NM M M p II > N 00 w = OZOW LAW a LU a na Q p cri t-- � o w n . N U Q YRllslll4!✓IIp Q o0 LL o z = OQUQ } �m w �a M rn rn � O y c� a DRAWN G.E.J. CHECKED J.E.G. DATE 07/11/94 SCALE 1/8"=1`-0" JOB NO. 94061.000 SHEET H1 i OF 1Q" , � I I , I I I I � ,�, , ,_ _ , _ , " "I It" ... I� � � . 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'A'�,'y'j-N'Vi -�71 '1111I,I��, I 1A I I ,q Engineers I 4;�i'4i,"o 1, II'l , I %ii,, -1 - . - I A 'I'ALIA I I I t I � I , " ,I I I, I Q This merits represent a portion of a complete design which. to the � - I " I "I I I , _ � i 11 11 . �, "I', , 'I -i!I �4 � III , I , In docu - .I fvl-I - i�i l' ��' III ", a - I's co 'roc' . ,'I , NITS A & Q QRD THFRU 8TH 'I ,!6,0' �, '' "iI.', best at . ii, g H6 , I, jW "' , ,L 4i I �?:' " i ,� , v 4' t .1 k ..led , as been prepared in compliance with applicable minimum I � � mill, V . I 1'1� h . - F .I, Iiil;, � 1 , ,W, ,,,�`is , vj� , , ,"I 4, �Ijf�,Jll 4 building codes The use of these plans without the consent of the engineer of record I i , I II'llt, Il ,,� , ,`,i "I 6 , 1-1- I `�% '4i, - � I "" ytr� 1� I ,, - � 'a-, I , ��, I I . is profilibited. Alterations to the design as shown on these plans is only allowed by : ; 1 97iI " � , "I 11 11 "I' I I � - �, � 'III, I -, A I � 11 "L l P1 r�,-,,`V�i,-li� "I, I I 1-1 .1 - writtio, authorization of the engineer of record. 11, , i 711 A , 'jk," I �rr ; I. I I, Ir �` I 6,jt`�,!�,P,,,, � �` "t -JI , - , I , � '' ` r � Z. i � ,� , lif,j 4"' " 11 "-" ` I � N.4,. A I . -, I 14A I I � L'I l-," 1� � is, .� � ' r �, - 10- 'I'l r,.r - - � -�--� ,7 - II I g I, � ,�� ' ?� -- I -, -IIII-4 -`iPii �LR *xi illill., l� Ir '- "kim � I - 14, .1 I ' I Copyright 1994 Daly Gonzalez Group, All Rights Reserved I I Y I . I 1.� % . , 1.1, � '� ' K , I 'L'i �� 11 -11 1, I I * � Ij , # , .I ,-' , -1 ; -yI " - � � -,-v i 6 OF 10 '�, N,�i�, - iL I � -- - ---- -------------- ---- � 'rll,rl�'I f, iift-r,� - , IL I �� " , ,."Ak'I _P..� . . . . . . ti"'I � , -'PII'lig , "I ,� I � I � , ' "' e ip��,�, � ,,, I I I �i �fv I l, ,� 4.-_, , III L IIIIIA , - II .. I % jr I. " , " li --I--.- g IIV, - I , I , -11 M " . 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" I 11 , - I - 71 ,�--r," 4, l,'V" IsIliwyN, I T-- -- I .,I 5 , I , I I L, : , ii� l� �� � it, N �l If, ,I ", I � 1 1� I z NNI ,,,I, , III,: I i � I I "I !WF�4 �) ,: , I , l I I- I, :, ) I thi � I I , I R � ii -*1 IIIII 11 :: I& I �� 4 l, "I .1', �,, - .- , - ",,i, I'll � I � I I , I , 1W it `f -' � , I 1 ,:�F - `l` il I fr�l , , II I, ,ii, "N I I '� "I . tum � - I I " I � �r , il I. III `4 �, . - , I - I '4 NO , � ,," Ile - � � I , " LL I .,, P I I I il I - "I I - � I � 4 - "; �,-` � I -,��;.I, , I I I - - - - - --- - -I- - - - - - � I - -- - I c' 67 1 a ° Nip t Yry S r y r _ � 4� T 4 � � qi � �rc N°'u r d T, f k IPA by2 R i [Mgt .i v�. 4 t i x :da j If w IF a'a z 4 'fl+a � $3 +i➢ 'E F .0 Y a � n S't r }"J a '' " ik `{ e w q x k a ,y k , ee" Ifi•' ».'9 L .r ->cd t ��'# ,f` t� ,yx, at x± y rF ✓ ,`x d * g+�Pa 'gym xS'M�" t �'' hC. h c'. Yu14 t �` �%' " ra� : to a+. v` t.+,' ' , p' rw'`,t. � ? "},"' �k ,gx `.4 IV —I ^t�9�y+ tv 4N vi""'9 v K VIP y o ''k 4aP ����$ y�Yx� Fix+ XP I II ♦ Ia 1 ... $ IIIIIIIINIII MI IMNI IIN 1 IIAAAINMAIIN IIMMINIIII�y BI 30 wo W xr " xt t� yAS x'rC r' S S j 1 'I yY n 231°" I �ry � I f tr,, •. wy`^il +'{•' :Y4,' -+f 'S-.^ 3X ::iRY,,.<: '.:. �. x -,,.. ....:.mw 2iY..:MMA:' AIR INLETS AND OUTLETS DESIG. TYPE MANUFACTURER j,FM NECK SIZE ACCESSORIES REMARKS SIDEWALL SUPPLY REGISTER METAL*AIRE MODEL VHD 51', 150 8X6 W/ OBD ALL ALUMINUM CONSTRUCTION, STANDARD Al SQUARE NECK OFF-WHITE ENAMEL FINISH AIRFLOW PATTERN AS SHOWN ON FL. PLANS 15 -200 1OX6 A2 1 205-250 12X6 A3 255-300 12X8 A4 CEILING SUPPLY REGISTER METAL+AIRS MODEL LD -SO 8x6 W/ OBD ALL ALUMINUM CONSTRUCTION, STANDARD 81 SQUARE NECK OFF-WHITE ENAMEL FINISH AIRFLOW PATTERN AS SHOWN ON FL. PLANS B2 5 -100 10X10 C1 RETURN AIR REGISTER METAL*AIRE MODEL RHD 01 100 12X6 W/ OBD ALL ALUMINUM CONSTRUCTION, STANDARD SQUARE NECK OFF-WHITE ENAMEL FINISH Hill C2 1 -440 18X8 C3 4 -900 18X12 D1 O.A. & EXHAUST REGISTER METAL*AIRE MODEL RHED 400 12X12 W/ BUG SCREEN ALL ALUMINUM CONSTRUCTION, STANDARD SQUARE NECK ANODIZED ALUMINUM FINISH E1 CEILING SUPPLY DIFFUSER METAL*AIRE MODEL #5001-1 0-800 15X18 W/ OBD ALL ALUMINUM CONSTRUCTION, STANDARD SQUARE NECK OFF-WHITE ENAMEL FINISH REFRIGERANT PIPING & SPECIALTIES SCHEDULE SYSTEM TAG NOMINAL TONS FL LEVELS LIQUID LINE SUCTION LINE ACCUMULATOR ACCUMULATOR SOLIENOID VALVE REMARKS: I.D. (IN.) IN. W.G. REQUIREMENTS MODEL NUMBER REQUIREMENTS AHU-A1 & 1st THRU 8th 5/16 3/4 NO -- CU-Al . 25 ___ 9th THRU 11th 5/16 3/4 NO -- AHU-B1 & 9th & 1Oth 2i/8 7/8 NO -- CU-B1 3.0 - -- - - -- -- -- AHU-B2 & 11th �;/8 7/8 NO -- CU-B2 3.5 -- - - -- -- -- 1st THRU 4th 3/8 7/8 YES - - 5th THRU 8th _'i/8 7/8 NO 1 & 2.5 3738 CUUCI 9th THRU 10th 2i/8 7/8 NO -- AHU-C2 & 11th 3/8 7/8 NO - - - -- CU-C2 3.0 -- - - -- - -- AHU-D1 & 1st stor. & exer. 3/8 7/8 NO -- CU-D1 3.0 -- -- - - - - - -- -- AHU-D2 & 1st lobby 5/16 3/4 NO -- CU-D2 2.5 -- - - -- -- -- AHU-E1 & ELEV. EQUMP 13/8 7/8 NO 3.5 -- CU-E1 -- - - -- - - -- REMARKS: 11 1st & 2nd FL REQUIRE A NON -BLEED TXV. ALSO SINGLE PHASE REQUIRES A HARD START KIT. DESIGNATION F-1 F-2,11 F-3,5,8,10 F-4,9 F-6,7 F-12,13 FAN TYPE CLG. CENTRIFUGAL. RF CENTRIFUGAL. RF CENTRIFUGAL. RF CENTRIFUGAL. RF NOT USED MANUFACTURER BROAN COOK COOK COOK COOK MODEL NUMBER S90 ACE-D-70C15DM ACE-D-70C15DM ACE-D-70C15DH ACE-D-70C15DH CAPACITY - CFM 90 185 140 35 165 STATIC PRESSURE - IN. H2O .125 0.125 0.125 0.125 0.125 RPM 1050 1670 1670 842 1218 SONES 1.5 5.6 5.6 0.8 3.1 DRIVE TYPE DIRECT DIRECT DIRECT DIRECT DIRECT AMPS / WATTS .5 / 50 XX / 88.3 XX / 88.43 XX / 12 XX / 40 MOTOR HORSEPOWER - -- 1/20 1/20 1/20 1/20 VOLTAGE/PHASE 110/1/60 110/1/60 110/1/60 110/1/60 110/1/60 SERVICE TR #125 IDRYER EXHAUST DRYER EXHAUST DRYER EXHAUST DRYER EXHAUST 7€Ir N° iit"tilir -14,15,17,18,20,21 F-16,19 :ENTRIFUGAL. RF CENTRIFUGAL. RF :OOK COOK tCE-D-9OC15DH ACE-D-9OC15DH 00 475 1.125 0.125 314 1141 1.8 5.1 11RECT DIRECT :X / 76 XX / 47 /8 1/8 10/1/60 - 110/1/60 OILET EXHAUST TOILET EXHAUST SPLIT SYSTEM DX AIR CONDITIONING UNIT SCHEDULE INDOOR UNIT: DESIGNATION AHU-Al AHU-B1 AHU-B2 AHU-Cl AHU-C2 AHU-D1 AHU-D2 AHU-El MANUFACTURER TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE MODEL NUMBER TWE030C14 TWE036C14 TWE036C14 TWE036C14 TWE036C14 TWE036C14 TWE030C14 TWE060C15 TOTAL COOLING CAPACITY - MBH (DX COIL) ® ARI 22.2 35.2 35.2 35.2 35.2 35.2 21.8 56.5 SENSIBLE COOLING CAPACITY - MBH (DX COIL) ® ARI 16.6 23.6 23.6 23.6 23.6 23.6 15.7 38.3 ELECTRIC HEAT - KW / NO. OF STAGES 5.76/1 7.68/1 7.68/1 7.68/1 7.68/1 7.68/1 4.8/1 9.6/1 FAN CAPACITY - CFM 925 1200 1200 1200 1200 1200 800 1950 O.A. - CFM - - - - - - - - - - - - --- 180 60 --- EXTERNAL STATIC PRESSURE - IN. H2O (AVAILABLE) 0.28 0.29 0.29 0.29 0.29 0.29 0.20 0.20 FAN MOTOR HORSEPOWER 1/3 1/2 1/2 1/2 1/2 1/2 1/3 3/4 VOLTAGE / PHASE 208/1 208/1 208/1 208/1 208/1 208/1 208/1 208/1 OUTDOOR UNIT: DESIGNATION CU-Al CU-B1 CU-B2 CU-Cl CU-C2 CU-D1 CU-D2 CU-El MANUFACTURER TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE MODEL NUMBER TTR024C100A TTR036C100A TTR036C100A TTR036C100A TTR036C100A TTR036C100A TTR024C100A TTR06OC100A S.E.E.R. 10.05 10.25 10.25 10.25 10.25 10.25 10.05 10.0 NO. OF FANS 1 1 1 1 1 1 1 1 NO. OF COMPRESSORS 1 1 1 1 1 1 1 1 MAX FUSE REQUIRED 25 40 40 40 40 40 25 60 VOLTAGE / PHASE 208/1 1 208/1 208/1 208/1 208/1 208/1 208/1 208/1 NOTES: "k 1. SEE REFRIGERANT PIPING AND SPECIALTIES SCHEDULE FOR ACCUMULATOR AND SOLENOID VALVE REQUIREMENTS. 2. PROVIDE UNIT AHU-E1 WITH MANUFACTURERS STANDARD SUB -BASE, VERTICAL UPFLOW POSITION WITH RETURN AIR THRU SUB -BASE *". 4 J Daly J Gonzalez Jroup Inc. 12995 S. Cleveland Ave, Suite 287 Fort Myers, FL 33907 813-939-5814 FAX (813) 939-5660 Consulting Engineers Thes@ contract documents represent a portion of a complete design which, to the best of our knowledge, has been prepared in compliance with applicable minimum building codes. The use of these plans with the consent of the engineer of record is prohibit@d. Alterations to the design as shown on these plans is only allowed by written authorization of the engineer of record. Copyright 1994: Daly Gonzalez Group, All Rights Reserved REVISIONS E3Y DRAWN G.E.J. CHECKED J.E.G. DATE 07/11/94 SCALE N TS JOB NO. 94061.000 SHEET H9 9 OF 10 s N O p� Fr I s. .r5. Rx " 4 4 plq.+:✓'a 1fq, 4 ''?°s ,�, � ',„s#�d > ,r. :,. t�Yen '°�' rgF' s�g4�s' • : �t� t, � v`t REVISIONS m FIBERGLASS DUC-r/ x w r '4 4HU—X CEILING STRUCTURE a —CD PIPING BY P.C. «h #t Od NY S6 N P, Gr 'yA a air It 14 le nr i L . WATER HEATER i r BY P.C. , )LER UNIT DIAGRAM 'Lu g , M LL IV S. P Y o., qL�� 70 lle 0 ° r F U «.r >nI• lL 5 b -1 a Z 4d,A i d j Ct U +sM phi rc�¢4 " QW I 4 e r:. Ir OQ r' .G a.ii1 ✓.. 999YNN and k yl "Y q'(W • 5 � Idt y?�5 Y tea. ------REFRIGERANT PIPING l7 TO RESPECTIVE CONDENSING UNIT AIR HANDLER UNIT CD BY P.C. --20" HIGH RETURN AIR I / 20EGAUGE SHEET METAL INTERNALLY INSULATED NEOPRENE ISOLATION PAD 2"X2"X1/2e THICKNESS _ PROVIDE ® EACH CORNER ILER UNIT DIAGRAM s CONCRETE DECK STRAP HANGER ' DUCT PLUMBING PIPING ZINKLER r` k ' DUCT MAINS ARE IN PLACE. CT AN EXACT SITUATION. TRADES. JRE AS POSSIBLE..+ X DRAWN $: I G.E.J. « " CHECKED COORDINATION DIAGRAM J.E.G. x DATE 07/11/94 SCALE JOB NO. Daly 12995 S. Cleveland Ave. 9 Suite 287 4061.000 Gonzalez Fort Myers, FL 33907 SHEET -r 813-939-5814 .,roup Inc. FAX (813) 939-5660 Consulting Engineers These tontract documents represent a portion of a complete design which, to the H 1 O sst of our knowledge, has been prepared in compliance with applicable minimum 1 jiiding coulee. The use of these plans without the consent of the engineer of record prohibited. Alterations to the design as shown on these plans is only allowed by itten authorization of the engineer of record. Copyright 1994: Daly Gonzalez Group, All Rights Reserved iG OF iQ i 5 Y J b +K' s t9 Aa « vM1 r. , x: ry ,nv.i.a.. Y p: Y N..A✓Hnk. A,nY„�.. y,.."I,«.. �.,. .. .M^`.. � e /."..: ^.,. ELECTRICAL SYMBOLS FIRE SYMBOL`.;; ELECTRICAL ABBREVIATIONS a{ WALL MTD LIGHTING FIXTURE AND OUTLET O CEILING/PENDENT MTD/RECESSED LIGHTING FIXTURE AND OUTLET, LETTER DESIGNATES TYPE �{ WALL MTD EXIT SIGN AND OUTLET ® CEILING MTD EXIT SIGN AND OUTLET, SINGLE FACE. ARROW INDICATES DIRECTION CEILING MTD EXIT SIGN AND OUTLET, DOUBLE FACE. ARROW INDICATES DIRECTION WALL MTD FLUORESCENT LIGHTING FIXTURE AND OUTLET CEILING MTD FLUORESCENT LIGHTING FIXTURE AND OUTLET CEILING MTD OR LAYIN TYPE FLUORESCENT LIGHTING `FIXTURE AND OUTLET ON NORMAL POWER CEILING MTD OR LAYIN TYPE FLUORESCENT LIGHTING FIXTURE AND OUTLET ON EMERGENCY POWER en s�WALL SCONCE 1 m NIGHT LIGHT QQ EMERGENCY LIGHT BATTERY PACK - uu TWO HEAD UNIT " C) ''EMERGENCY LIGHT REMOTE HEAD . FLOODLIGHT AND OUTLET D°, AREA LUMINAIRE AND STANDARD " a{ 'WALL MTD OUTLET BOX WITH BLANK COVER JO CEILING MTD OR ABOVE CEILING OUTLET BOX WITH "$LANK COVER ® .24"X24"X6"D JUNCTION BOX - MOUNTED ABOVE FINISHED CEILING I ,FLUSH MTD DUPLEX, RECEPTACLE AND OUTLET,,( 20A, 125V, 3W S. $FLUSH MTD QUADRUPLEX RECEPTACLE AND OUTLET, 20A, 125V, 3W SURFACE MTD DUPLEX RECEPTACLE AND OUTLET, 20A, 125V, 3W FLUSH MTD DUPLEX RECEPTACLE AND OUTLET 20A, 125V, 3W, SPLIT WIRED WITH. TOP OUTLET SWITCHED FLUSH MTD DUPLEX RECEPTACLE AND OUTLET 20A, 125V, 3W, INSTALLED HORIZONTALLY ABOVE 'BACKSPLASH OR COUNTER `FLUSH MOUNTED QUADRUPLEX RECEPTACLE AND OUTLET ' 20A, 125V, 3W, INSTALLED ABOVE BACKSPLASH OR 'COUNTER. NOTE TO ALL RECEPTACLES: 1. SUBSCRIPT C INDICATES DUPLEX RECEPTACLE CONNECTED TO COMPUTER CCT. 2. SUBSCRIPT GFI INDICATES DUPLEX RECPTACLE W/ GROUNG FAULT ITERUPTING CAPABLILITY FLOOR MTD OUTLET WITH DUPLEX RECEPTACLE AND FITTING, 20A, 125V, 3W SPECIAL OUTLET WITH NEMA DESIGNATION, FLUSH MTD TOGGLE SWITCH, S.P.S.T., 20A, 120/277V' S2 FLUSH MTD TOGGLE SWITCH, D.P.S.T., 20A, 120/277V ` S3 FLUSH MTD 3-WAY TOGGLE SWITCH, 20A, 120/277V ' S4 FLUSH MTD 4-WAY TOGGLE SWITCH, 20A, 120/277V SD FLUSH MTD DIMMER SWITCH, SIZE AS NOTED SM FLUSH MTD MANUAL MOTOR STARTER SWITCH WITHOUT OVERLOAD HEATERS INFORMATION OUTLET WF INFORMATION OUTLET MT AT 54" AFF FLOOR MTD INFORMATION OUTLET' CONCEALED RACEWAY. INDICATES HOMERUN TO PANEL WITH 2#12 AND 1#12 GROUND IN 3/4" CONDUIT. EACH ADDITIONAL TIC:: MARK EQUALS ONE ADDITIONAL #12. CONCEALED RACEWAY. INDICATES HOMERUN TO PANEL WITH 3#12, 1#112 NEUTRAL AND 1#12 GROUND IN 3/4" CONDUIT. EACH ADDITIONAL TIC MARK EQUALS ONE 4#8, 1#1013 - 1-C ADDITIONAL #12. CONCEALED RACEWAY. ALL RACEWAYS WITH OTHER THAN #12 CONDUCTORS WILL HAVE WIRE AND CONDUIT SIZES DESIGNATED 0 PLAN OR RISER DIAGRAMS. m - EXPOSED RACEWAY ON CEILING OR WALL. INDICATES HOMERUN TO RANEL WITH 3#12, 1#12 NEUTRAL AND 1#12 GROUND N 3/4" CONDUIT. EACH ADDITIONAL TIC MARK EQUALS ONE ADDITIONAL #12. NOTE: ALL RACEWAYS SHALL CONTAIN A SEPARATE GREEN EQUIPMENT GROUND CONDUCTOR SIZED IN ACCORDANCE WITH NEC 250-95. 3EMENEME SURFACE METAL RACEWAY WITH RECEPTACLES, LETTER DESIGNATES TYPE PENDENT MTD, PLUG-IN BUS DUCT WITH PLUG-IN CIRCUIT BREAKER OR FUSIBLE SWITCH AND TAP BOX. DUCT AND SWITCH SHALL BE RATED AS NOTED. 24"x24"x6"D JUNCTION BOX MOUNTED ABOVE FINISHED CEILING FOR TELEPHONE/DATA PANELBOARD, FLUSH MOUNTED PANELBOARD, SURFACE MOUNTED CONCEALED RACEWAY, INDICATES 2#12 AND 1#12 GROUND IN 3/4" CONDUIT. CONCEALED RACEWAY, INDICATES 3#12 AND 1#12 GROUND IN 3/4" CONDUIT. EACH ADDITIONAL TIC MARK EQUALS ONE ADDITIONAL #12. CONCEALED RACEWAY. INDICATES 3#12, 1#12 NEUTRAL AND 1#12 GROUND IN 3/4" CONDUIT. EACH ADDITIONAL TIC MARK EQUALS ONE ADDITIONAL #12. 'CONCEALED RACEWAY INSTALLED IN OR UNDER FLOOR OR GROUND. INDICATES 3#12, 1#12 NEUTRAL AND 1#12 GROUN 1N 3/4"C. EACH ADDITIONAL TIC MARK EQUALS ONE: ADDITIONAL #12. NF 30 AMP NON -FUSED DISCONNECT SWITCH. NUMBER 30 POLES AND VOLTAGE PER CIRCUIT FED. 20 30 AMP FUSED DISCONNECT SWITCH, FUSED AT 20 30 NUMBER OF POLES AND VOLTAGE PER CIRCUIT FED. NF 30 AMP NON -FUSED, WEATHERPROOF DISCONNECT 30 NUMBER OF POLES AND VOLTAGE PER CIRCUIT FED. NIP®1 COMBINATION DISCONNECT SWITCH AND MAGNETIC MOTOR STARTER 1��77�I ICI MAGNETIC MOT R STARTER Z MANUAL MOTO: STARTER WITH OVERLOAD HEATERS I& A.C. MOTOR, N JMERAL INDICATES HP MH MANHOLE �HH HANDHOLE ©T CURRENT TRAINFORMER CABINET Fcl MAGNETIC CON ACTOR ' 0 JUNCTION, PULL OR TAP BOX (CODE SIZE) TQ DRY TYPE TRANSFORMER TS TIME SWITCH ® MAGNETIC RELAY ` CP CONTROL PANEL T DP 4y° PRE-SET DIMMER PANEL PS PRESSURE SWITCH Q I BUZZER CE BELL r CDC CHIME CHIME •' 0 PUSH BUTTO ® PANIC BUTTON. RUN 2#14 — 3/4"C TO FACP. . REFER TO FIRE ALARM RISER DIAGRAM. WALL MTD CLOCK AND OUTLET. WALL MTD ELAPSED TIME CLOCK AND OUTLET WITH SEPARATE START/STOP RESET CONTROL MOUNTED BELOW CCTV CAMERA, WALL MOUNT RVR C VIDEO RECEIVER [] ELECTRIC DOOR HINGE' M[� MAGNETIC DOOR SWIT EN lipipi LIMIT SWITCH P/c PHOTOCELL, 2000 WAT1 UNLESS NOTED OTHERWISE O SPEAKER — PUBLIC ADDRESS © SPEAKER JACK ® MICROPHONE JACK s ® FIRE ALARM REMOTE CONTROL RELAY ❑V FLUSH MTD VOLUME CONTROL FOR SPEAKER Tv TELEVISION ANTENNA OUTLET s S = STAFF/TRAINING TV ANTENNA OUTLET P = PATIENT ENTERTAINMENT TV ANTENNA ET'- 1 GROUND PER. NEC OF AMP. S WITCH. FS FLOW SWITCH . O REMOTE INDICATOR LAMP ` HD HEAT DETECTOR, CEILING ORWALLMTD DH DOOR HOLDER F❑ WALL MTD FIRE ALARM PULL STATION P1 RECESSED CEILING MTD FIRE AUDIBLE DEVICE " EH WALL MTD FIRE ALARM AUDIBLE DEVICE ta FFACPJ WALL MTD FIRE ALARM CONTROL PAN FIRE ALARM STROBE LIGHT ALARM AUDIO/VISUAL DEVICE SD SMOKE DETECTOR, CEILING OR WALL MTD DD SMOKE DETECTOR, DUCT MTD O TAMPER SWITCH t' e _ QD ELECTRIC DOOR DEVICEON © CARD READER CAC] CARD ACCESS CONTROLLER RD RELEASE DEVICE A p© DOOR SWITCH OVE SPEAKER - VOICE EVACUATION OF SPEAKER - FIREMAN COMMUNICATIONS DF FIREMAN JACK S SPEAKER- VOICE EVACUA1ION / VISUAL DEVICE VE GENERAL YS MBQj Sa PLAN OR DETAIL NO. SHEET NUMBER ELEVATION LETTER SHOWN ON SHEET N0. SECTION NUMBER SHOWN ON SHEET NO. 11 REVISION NUMBER M_19 CONNECT TO REMOVE TO THIS POIN NORTH ARROW ELECTRICAL SYMBOL_ NOTES. " 1. SYMBOLS AND ABBREVIATIONS MAY NOT ALL BE UTILIZED FOR THIS PROJECT. 2. SYMBOLS NOT LISTED IN THIS ELECTRICAL SYMBOL LEGEND ARE IDENTIFIED ON THE DRAWINGS WHERE THEY OCCUR. 3. MOUNTING HEIGHT GIVEN IN THE ELECTRICAL SPECIFICATIONS IS TO THE CENTERLINE OF THE DEVICE AND SHALL BE FOLLOWED UNLESS OTHERWISE INDICATED AT THE SYMBOL, ON ARCHITECTURAL ELEVATIONS OR CASEWORK DRAWINGS. 'GENERAL N07 1, ALL PIPING OR CONDUIT PENETRATIONS THRU ANY FIRE F RATED ASSEMBLY SHALL BE MADE AND SEALED IN ACCORDANCE WITH A UL LISTED SYSTEM. SHALL BE FIRESEALED IN ACCORDANCE WITH SBCCI USING f UL LISTED SYSTEM FROM THE 1993 UL FIRE RESISTANCE DIRECTORY. 4" 2. ALL FLUSH MOUNTED. BRANCH PANE:LBOARDS SHALL HAVE 6 SPARE 3/4" EMPTY CONDUITS STUBBED INTO THE CEILING SPACE. 3. IN GENERAL ALL ELECTRICAL CONDUIT WILL BE RUN AT THE ELEVATION JUST BELOW THE BOTTOM OF THE STRUCTURAL BEAMS. THE CONTRACTOR SHALL OFFSET THE ELECTRICAL CONDUIT TO AVOID INTERFERENCE WITH ANY DUCTWORK, SPRINKLER OR MECHANICAL PIPING. THE CONTRACTOR SHALL COORDINATE HIS CONDUIT AND , RACEWAY LOCATIONS WITH ALL OTHER TRADES BEFORE a INSTALLATION. CENTER LINE WT! R PLATE L ANGLE 0 ROUND, DIAMETER OR PHASE POUNDS OR NUMBER 3/C NUMBER OF CONDUCTORS A AMPERES A.F.C. ABOVE FINISHED CEILING AC ALTERNATING CURRENT AF AMP FRAME AFC ABOVE FINISHED CEILING „ AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERE INTERRUPTING CAPABILITY = AL. ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE,1 AP ACCESS PANEL APPROX. APPROXIMATE ARCH. ARCHITECTURAL AS AMP METER SWITCH AT AMP TRIP ATS AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AWG AMERICAN WIRE GAGE BAT BATTERY BFG " BELOW FINISHED GRADE BOP BOTTOM OF PIPE C CONDUIT OR CELSIUS CATV COMMUNITY ANTENNA TELEVISION SYSTEM CB CIRCUIT BREAKER CCT CIRCUIT CCTV CLOSED CIRCUIT TELEVISION SYSTEM C.I.M. CONTROL INTERFACE MODULE CLG. CEILING COAX COAXIAL CABLE COM COMMON CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONTR. „ , < CONTRACTOR COORD. COORDINATE CR CRITICAL BRANCH OR CONTROL RELAY CTR CENTER OR CONTROL TRANSFORMER CT'S CURRENT TRANSFORMERS CTV CABLE TELEVISION CU COPPER CU.FT. CUBIC FOOT CU.YD. CUBIC YARD DC DIRECT CURRENT DIA. DIAMETER DISC. DISCONNECT ON. DOWN DWG. DRAWING E.C. ELECTRICAL CONTRACTOR EF EXHAUST FAN EFF EFFICIENCY EGC EQUIPMENT GROUNDING CONDUCTOR EJ EXPANSION JOINT EL ELEVATION ELEC. ELECTRICAL EMT ELECTRICAL METALLIC TUBING EPO EMERGENCY POWER OFF EQ EQUIPMENT BRANCH EQUIP. EQUIPMENT EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER EXIST. EXISTING F FUSED FACP FIRE ALARM CONTROL PANEL FBO FURNISHED BY OTHERS F.F.E. FINISHED FLOOR ELEVATION FL FLOOR FLA FULL LOAD AMPS FLEX. FLEXIBLE FLUOR. FLUORESCENT FMC FLEXIBLE METAL CONDUIT F.P.C. FIRE PROTECTION CONTRACTOR FSEC FOOD SERVICE EQUIPMENT CONTRACTOR FT FOOT FTG. FOOTING FU FUSE FUNR FULL VOLTAGE NON-REVERSIN" FVR FULL VOLTAGE REVERSING FWD FORWARD GA. GAGE GALV. GALVANIZED 111111 GB GROUND BUS G.C., GENERAL CONTRACTOR GEC GROUNDING ELECTRODE CONDUCTOR GF GREENFIELD GFI GROUND FAULT INTERRUPTER GFR GROUND FAULT RELAY G GROUND t - H.C. HEATING, VENTILATING AND AIR CONDITIONING CONTRACTO HD HEAT DETECTOR OR HEAVY DUTY RMS . HNDCP HANDICAP RPM HGR. HANGER RSC HOA HAND -OFF -AUTOMATIC RVNR HORZ. HORIZONTAL S. SCCR HP HORSEPOWER „ SCH.• HIPS HIGH PRESSURE SODIUM SD HS HIGH SPEED SECT;, HTR HEATER SH HVAC HEATING, VENTILATING AND AIR SL CONDITIONING �` tt SN HZ HERTZ S.P. I.D. INSIDE DIAMETER SPDT IEEE INSTITUTE OF ELECTRICAL AND SPST ELECTRONIC ENGINEERS SPEC, IG ISOLATED GROUND SQ. IMC INTERMEDIATE METAL CONDUIT SS 14, IN. INCH �� SW INCAND INCANDESCENT SWGR INV. INVERT a �: SWBD JB JUNCTION BOX'�.'�+a SYM JST. JOIST i " SYN KV KILOVOLT SYS. KVA KILOVOLT AMPERE T & B KW KILOWATT T KT KILOWATT HOUR TC LAB: LB A` :LABORATORY TCB _ POUND TEL LRLOCKED ROTOR AMPS TEMP LS LOW SPEED TH LTG. LIGHTING TO M t MOTOR OR METERING T.O.C. MATV s MASTER ANTENNA TELEVISION SYSTEM T.O.S. MAX. MAXIMUM TP MCB MAIN CIRCUIT BREAKER TR MCC MOTOR CONTROL CENTER TTB MCP MOTOR CIRCUIT PROTECTOR TYP. MCS MOLDED CASE SWITCH TV MEZZ MEZZANINE UH MFG. MANUFACTURING UL MFR. MANUFACTURER UNO MG MOTOR GENERATOR UV MH METAL HALIDE V M.H. MANHOLE VAC MIN. MINIMUM VDC MLO MAIN LUG ONLY VERT. MO MANUALLY OPERATED VOL. MT MOUNT VS MTD MOUNTED W/ MV MERCURY VAPOR W/O N NEUTRAL W NC NORMALLY CLOSED WP NCEC NURSE CALL EQUIPMENT CABINET WT N/D NOT DOCUMENTED X NEC NATIONAL ELECTRICAL CODE XFMR NEMA NATIONAL ELECTRICAL MANUFACTURERS XP ASSOCIATION Y- NF NON -FUSED Z NFPA NATIONAL FIRE PROTECTION AGENCY N.I.C. NOT INCONTRACT NL NIGHT LIGHT NO NORMALLY OPEN : V' "� � '*+ r NO. ` NUMBER �V NPL NAMEPLATE „ N.T.S." NOT TO SCALE r " 0. C. ON CENTER `'- O.D. OUTSIDE DIAMETER y OL'S OVERLOADS° OPNG OPENING ` A"�IM P POLE„' PB PULL BOX P.C. PLUMBING CONTRACTOR , PC PULL CHAIN PF POWER FACTOR'IQ PH PHASE - PL- PILOT LIGHT PNLPANEL PT'S POTENTIAL TRANSFORMERS PVC POLYVINYL CHLORIDE I m ,1 QTY. QUANTITY s R - RELAY •-�... ���,� RC REMOTE CONTROL RD. ROUND REFG REFRIGERATOR RECPT. RECEPTACLE RECIRC. RECIRCULATING REINF. REINFORCING REPO REMOTE EMERGEI REQ. REQUIREMENTS) REQ'D REQUIRED REV. REVISION RLA RUN LOAD AMPS RM. ROOM L.......... .._.e .. .. y �do �rta� ROOT MEAN SQUARE REVOLUTIONS PER MINUTE RIGID STEEL CONDUIT REDUCED VOLTAGE NON-REVERSIN SHORT CIRCUIT CURRENT RATING SCHEDULE SMOKE DETECTOR SECTION SHIELDED SURGICAL LIGHT SOLID NEUTRAL " SURGE PROTECTED SINGLE POLE DOUBLE THROW SINGLE POLE SINGLE THROW SPECIFICATION SQUARE STAINLESS STEE SWITCH SWITCHGEAR SWITCHBOARD+ SYMMETRICAL SYNCHRONOUS SYSTEM TOP AND BOTTOM THERMOSTAT., TELEPHONE CABINET TELECOM TERMINAL BOARD TELEPHONE TEMPERATURE« TUNGSTEN HALOGEN TIME TO OPEN TOP OF CURB TOP OF STEEL THERMAL PROTECTED �. TIMING RELAY TELEPHONE TERMINAL BOARD TYPICAL TELEVISION ' �4n4 UNIT HEATER UNDERWRITERS LABORATORIES UNLESS NOTED OTHERWISE ULTRAVIOLET:* VOLT VOLT ALTERNATING CURRENT` VOLTS DIRECT CURRENT VERTICAL VOLUME VOLT METER SWITCH WITH WITHOUT x WIRE�w WEATHERPROOF WATERTIGHT EXISTING TO REMAIN TRANSFORMER EXPLOSION PROOF WYE-DELTA D a Gy 12995 S. Cleveland Ave. 7nio Suite 287 Gonzalez Foci Myers, FL 33907 GroupInc.13-939-5814 l FAX (813) 939-5660 Consulting Engineers These contract documents represent a portion of a complete design which, to the best of our knowledge, has been prepared in compliance with applicable minimum building codes. the use of these plans without the consent of the engineer of record is prohibited. Alierations to the design as shown on these plans is only allowed by written authorizallon of the engineer of record. Col=.yright 1994: Daly Gonzalez Group, All Rights Reserved DRAWN R.T.G. CHECKED O.M.R. DATE 07/11/94 SCALE 1 /8' =1'-0" JOB NO. 94061.000 SHEET E1 ti0s9 ✓'. Y EF c R Mt:Yf .i Q } F,. pryaw .4, btik * `€ k� r .at Ft -IF It v II 4 r. FI � � a r r, 1. <I, xi h k- 'k Yi i J 4 A, t` Y v 4 � +r. �4 �u 4 s t � V vc x 3 't a 14, Pyy k y M1 jv ��. t I 1 M4 ' y � x v 4 1,4 `rX Y^: z F 3 T, n� i It 4 it C` tf fx b Ft 6 "ry Z 4� V� YpA h f � Y` e� L r Y n h. s 9 i �3 j S °R } 1^ �kC 1` T Ft t1l, It i a� i' Y r, T� a Y; n aa ppi r'k l +3 YJ�I■ v �� Pl A �r1Y 4M1 ::s �4 i }e A �. J YY,,yy 44 „gyp 2'."� 3.. '�o�lY ,• �,w�R�ptli a l8s'iu� fa[.r±. h"NME2... �r..� Lk a ^5 4 M 2 9}SG�.�44� �m:t ..w .«sat ,'ti-'�,3;, s.. �t-0'�:+a�a�^.., :'3 ..'�'3=.r °�' r `.eJ" .. '", .., n.i r w.:'+-i.^T''�+"` ,, s6tMu ¢.� .,ei�l., e'hai'•. m zt Ur wax I t a 6 Vy WK,fi R. � y } cY `4 t g i �i t k 4 1 ^ `*a't kSl 'v"�, i � .?I �.✓y15� M13h . N s A„SYI' PYY � r )Nx X y i Y'. i' u � R� X � h t x If f x.w � �iA `kif f vt �R }W if R Y F' 12 v ? Tf r3'vyr5 !i"1; u'4" £ x, � z Ile ` t �yx, g .F . � m SA zil O ; i OffOffa. k 4", 4m ih y; Jr q � a s b " ,k tt x�ike Y � Sit l! i� j iI y t f .; f ? , M1 Zk F ) If V i ip itA Y �A d f' N �« rc� 9 Z M1 k # P �? � 9 Kr` 0. f yM l: < Y ` ! f 1 t � Y✓ yl 6Yv X}4_y py Xi r It n L If 3 fp i z ' iw S S k •„ IV s � x u 44}'J t J 4 4n Sa 1 "n e- a=x � V • a; I J. d.' x rFr ; t iS t )Y 4`� n S l s k: eY; t S yy N , w� 'a r: l f t '1x A v t AY � t' F C t tb G a H1�II�i► � ,� (���Ya JIMM S ; �p gMag4 �f , P! f. X� fill bill d I 9+ i4x bf_ 'ih)r f A kkkY fli AJ Y: f... g9kq 1. 4z ew k � � x 0 MA .h 1 kt 1t4;� n T M1 f t at All Y S 45 ;tn �➢ tem y'lA a t t f �s �. e �X> 19 lK rl q1- C "ICSI, n 5� V". 55 i F,+g 3'a 1£ ^ i kx . ry f G .r x +} L-: x A a <� 4 h�K Syt f y rky^ k5i+ v 5 # xc... k -kL a "9uel` 5 ;.� � X:,C, �k e 'i ^hn n '6k I."*b 1 n•.^ xt 5 a. y K. ^a». :SM1''�„£'f rf � i : 3 N� ,. Z'�� � ' h t 4 G � Iiutir9. rc x n; f ��IIuu R v.• �H�x �wni M 4 � v _ .4 � � E hl i 11f fI IIIIIIIIIIIIII MIA IIIItisIIIIIIIIIIIIItIIIIIIIIIIIitI-D I IIIIfIIfIIIIIIIItIIIIIIIItIIIIIiIIIIIIfIifIIIIfId IIIIIIfitIIIIitIIIIIIIfitIIfIfIIfIIIiftllItIIIIllIIlIIifIIIIIIfIIIIIIIIIIIfIsfifittifIIIIllIIItIIIIIiIifII51-1 4� fitIIIfttIIIIIIIIlfIIIIIIlIitititIIIIIIIIIIIIIifIIIIfIIItIIitIIIIIIttItIIIIIIIIIIfl 'All I . I ...... . IitIIIIIIIItIIIitifItItII7- IIIIIillifIII soIIIIIIIIIIIfIfIIIV; IIIIIIIiIIIIittItIIIIIItIIIIIIfIiIIIIItIItIIIiIItj, Iore IIllIIIIIfIIIItIki IIIIItIIIIlIIIIIIItI IIIIIIIIIIIIIIM.e ll IIf'�A tItIlF, lItIIIttIItIIiIIfP IIIIIIIiL IIIIIIitIIIIIIiIllIIIIIIlltIIIMAIL IIfULLIV. IIfIIIItIIIIIIIIIfIIIlnItIIIIIititIsfIlitIIIlIIIIIIIIIII7 IIIIIlIIIII4r. isrr IIThese contrast documents represent a portion of a complete desi( n wh�ch, to the best of our knowledge has been prepared in compliance with applicable mImmum building codes. [he use of these plans without the consent of the engineer of record erations to the design as shown on these plans is only allowed by is prohibited. Alt written authorization of the engineer of record. IOv, IIlIIIi »a Wi ELEVATOR MACHINE ROOM ^ F, e, EL #1 PNL IEE v 100/3 EL #2 1 200/3 y "�1 is r��k,p y ti�i �a W 4 19 ATS "E" 2 : i, s#,4Po ' Y Y'• ^} '1° u i p. w ri , � { A t� Y @ F' rL � Y ry >`S'. #4w4 �'... x5s ry 3r*uA C iA ."'Y 3' v 7 rV'.. it ae�" b 71r, a e., `, 1 � k k.+,, � � aA., , .4 r •s. w u+ e .. �, , �� a �,: �, w I'y 1� Y,. , p:. 4..''F IN O MAIN ELEC RM 7, CP Fc- 7 7H FL001 1 ,iN N I a i N ;. .......m Oi HOUSE ELEC. 22 WIREWAY SIZED PER N.E.C.` 0 225A 3P ENCLOSED MCB. BREAKER SHALL BE RATED 65K AIC. LABEL BREAKER "ATS—NORMAL". 225A ENCLOSED CB. BREAKER SHALL HAVE A SCCR OF 22K $ AIC. LABEL BREAKER "ATS—EMERGENCY". ..0 225A 4P ATS. 200A 3P ENCLOSED CB. BREAKER SHALL HAVE A SCCR OF 65K AIC. LABEL BREAKER "ELEVATORS" 77 1600A 3P METER CENTER NO.1 MCB. MCB AND METERING kEQUIP. SHALL HAVE A SCCR RATING OF 65K AIC. PROVIDE v SERIES RATING TO PROTECT TENANT CB'S W/ A SCCR OF 22K. LABEL "METER CENTER NO.1 — MAIN #3 OF 4", 1000A 3P METER CENTER NO.2 ENCLOSED MCB. BREAKER SHALL HAVE A SCCR RATING OF 65 AIC, LABEL "METER CENTER NO.2 — MAIN #4 OF 4. O9 'REPLACE EXIST. SW W/ NEW 225A-3P ENCLOSED CB. TAP EXIST. FEEDERS W/ 4 #4/0 CU, #4 CU G IN 4" C. 10 EXIST. 40OA-3P ENCLOSED CB SERVING BUILDING "D" TO REMAIN 11 I!EXIST 400A 3P ENCLOSED CB SERVING FIRE PUMP TO. poll REMAIN. 12 EXIST. 480/120, 208V 300KVA XFMR TO REMAIN. 13 '(EXIST. 400A 3P GENERATOR MCB TO REMAIN. 14 ,EXIST. 4" PVC STUB —OUT TO BE RE —USED, EXTEND T ,NEW SERVICE AS SHOWN. 15 ITO METER CENTER NO.2 LOCATED ON 9TH FL. 16 METER CENTER NO.2 METERING EQUIP. SHALL HAVE h SCCR OF 65K AIC. PROVIDE SERIES RATING W/ MCB TO PROTECT TENANT CB'S W/ A SCCR OF 22K. 1re rrtfi•57 N TO PNL "EE"w 17 e r .< FEEDER NOTES: x� O (2) RUNS — 3 #300 KCMIL AL, 1 #4/0 AL N — 2-1/2" C. rr 2O �6) RUNS — 4 #500 KCMIL AL — 3-1/2" C. �� r <1� �3 (4) RUNS — 4 #500 KCMIL AL — 3-1/2" C. t'4�. t do lyu• O4 #300 KCMIL AL, 1 #4/0 AL N, 1 #4 CU G — 3" C. M, O ,3 #300 KCMIL AL, 1 #4/0 AL N, 1 #2 GEC - 3" C. a") U6 3 #250 KCMIL AL, 1 #1 AL N, 1 #6 CU G — 2-1/2" C. O �4) RUNS — 4 #500 KCMIL AL, 1 #4/0 CU — 3-1/2 C. _ U8 — 4/0 CU, 1— 2/0 CU, & 1 #4 CU — 2-1/2 C. �9 GROUND PER NEC. a a, Met s Rr'y t k mg GENERAL NOTES: 2. :EE PNL SCHEDULES FOR FEEDERS NOT INDICATED RISER. LL (4) SERVICE DISC'S SHALL BE UL LISTED FOR USE AS SERVICE ENTRANCE EQUIP. BMW AAw XFM VAU T 208/12OV, 30 i# x xIF3 , I �, :$,,I#� �' �� a gk`. r�y4 �u�'➢Pa to Ar�`a� ;E �� i'? x ik �i ar4 � rve $$ +� 6 1 1�ad, � x » f r •q. k ii g to rt yh 4p tr v�u,g ✓n {r a .F �t�t 13 Daty 12995 S. Cleveland Ave. Gon" 7 Suite 287 ti ale z Fort Myers, FL 33907 Grou 813-939-5814 p Inc. FAX (813) 939-5660 Consulting Engineers �ese contract documents represent a portion of a complete design which, to the � bTh est of our knowledge, has been prepared in compliance with applicable minimum building codes. The use of these plans without the consent of the engineer of record is prohibited. AltWntions to the design as shown on these plans is only allowed by written outhori bb0h of the engineer of record. _ Copyright 1994: Daly Gonzalez Group, All Rights Reserved F] REVISIONS E'I y. DRAWN R.T.G. CHECKED O.M.R. DATE 07/11/94 SCALE 1/8"=1'-0" JOB NO. 94061.000 SHEET El Y}l f I r � a a. >i C A: iµ r± i �i ix ea C e 11 p� k a P �T li r^M` a Ty a, r r r � Ai f �r 15 07 System No. CAJ5001 (Formerly System No, 91) F Rating - 1-1/2, 2 and 3 Hr (See Item 4) T Rating - 0, 1/2, 3/4 and 1 Hr (See Item 4) SECTION A —A 1. Floor or Wall Assembly - Min 2-1/2 thick reinforced lightweight or normal weight (100-150) pcf concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam opening is 18 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Steel Pipe - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) ei pipe centered in the opening and rigidly supported on both sides of the floor or wall assembly. 3. Pipe Covering - Nom 1 or 2 in, thick hollow cylindrical heavy density (min. 3.5 pcf) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory -applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt strip tape supplied with the product. See Pipe and Equipment Covering - Materials* (BRGU) category in Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the 7 UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 4. Firestop System - The details of the firestop system shall be as follows: A. Packing Material -,Min 1 in. thickness of firmly packed wool bat, .: insulation used as a permanent form. Packing material to be recessed from the top surface of the floor or from both surfaces of, wall as required to accommodate the thickness of caulk fill t material (Item B). B. Fill Void r ' . - o Cavity Materwl Caulk- Applied to fill the annular space flush with both surfaces of the wall. When nom pipe covering thickness is 2in., min thickness of caulk fill material is 2 in. When nom nom pipe covering is 1 in., min thickness of caulk fall material is tin. The hourly F and T Ratings fo the firestop system are dependentupon the thickness of the floor and the wall, the size of the pipe, the thicknes of the pipe covering material, the size of the annular space (between the pipe covering material) and the edge of the circular through opening and the fill materoial type, as shown in the following table: Min Floor Max Pipe Nom Pipe Annular Caulk F T or Wall Diam In Covering Space, Fill Motif Rating Rating Thkns, In In Thkns, In In Type Hr Hr 2-1/2 4 1 5/8 to 7/8 CP-25 N/S, A l CP-25 S/L or CP-25 WB 4-1/2 4 1 3/4 to 1 CP-25 N/S, CP-25 S/L 4-1/2 4 2 1-1/2 to 2 CP-25 N/S, 2 i CP-25 S/L or CP-25 WB 2-1/2 12 1 5/8 to 1 CP-25 N/S, 2 "OF CP-25 S/L 2-1/2 12 1 1/2 to 1-1/2 CP-25 WB+ 2 1/2. 4-1/2 12 1 1 to 1-1/2 CP-25 N/S, 2 1/2 or CP-25 S/L - 4-1/2 12 1 1 to 1-1/2 1 to 1-1/2 1-1/2 3/4 Minnesota Min ing 9 & Mfg Co - Types CP-25 S/L, CP-25 N/S, CP-25 WB, CP 25 WB+j *Bearing the UL Classification Marking iu Y .. A SYST-14 NO. l001 `,, (Formerly System No. 147) ILF Ratings- 1, 2, 3 and 4Hr. (See item 2 and 3) Ratings- 0, 1, 2, 3, and 4 Hr. (See item 3) A to F (3) Y . � LI 1B A SECTION A —A Wall Assembly - The 1.2.3 or 4 hour fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual !' U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following t - construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs consist of nominal 2 by 4 in, lumber spaced 16 inches OC with nominal 2 by 4 in. lumber end plates and cross braces. Steel studs to be min. 3-5/8 in. wide by 1- 3/8 in. deep channels spaced max 24 in. OC. B. Wall board Gypsum* - 1/2 in. or 5/8 in, thick 4 foot wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series. Design in the UL Fire Resistance Directory. Max diam of opening is 13-1/2 in. 2. Pipe or Conduit - Nominal 12 in. diam. (or smaller) Schedule 10 (or heavier steel conduit, nom. 4 in. diam or smaller) ( a ter) steel electrical conduit mechanical or Type L or (heavier ) copper tubing or man. 1 in. diam (or smaller) Flexible steel conduit. , 3. Fill, Void or Cavity Material* - Caulk - Caulk fill material installed 1:0 completely fill annular space " between pipe or conduit and gypsum wallboard and w/ a min. 1/4 in. diam bead of caulk applied to perimeter of pipe or conduit at its egress from the wall. Caulk installed symmetrically on both sides of wall assembly k The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which ,it is installed, as ;shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: Max Pipe or Conduit Annular F Diam. in. Space Rating Ratiri . 1 in. 0 to 3/16 in. 1 or 2 ,°0+, 1 or 4 in. 1/4 to 1/2 3 or 4; 3 or 4 4 In. 0 to 1/4 1 or 2 0 4 in. 1/4 to 1/2 3 or 4 0 4 in. 3/16 to 3/8 1 or 2 +When copper pipe is used, T Rating is 0 h. Minnesota Mining & Manufacturing Co. - Types CP-25 SA, CP-25 'N/S, CP-25 WB, CP-25 III V * 8goring the UL Classification Marking v` System No. CAJ500 (Formerly System No. 91) F Rating - 1-1/2, 2 and 3 Hr (See Item 4) T Rating - 0, 1/2, 3/4 and I Hr (See Item 4) -a-A. Q s Floor or Wall Assembly - Min 2-1/2 thick reinforced lightweight or normal weight (100-150) pcf concrete. Wall may also be constructed of ' any UL Classified Concrete Blocks*, Max diam opening is 18 in. See Concrete Blocks (CAZT) category in the Fire Resistance ` Directory for names of manufacturers. Steel Pipe - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe centered in the opening and rigidly supported on both sides of the ` floor or wall assembly. �3. Pipe Covering - Nom 1 or 2 in. thick hollow cylindrical heavy density (min. 3.5 pcf) glass fiber units jacketed on the outside with an all service jacket. Longitudinal "pints sealed with metal fasteners or t' factory -applied (self-sealing lap tape. Transverse joints secured with'.: metal fasteners or with butt strip tape supplied with the product. See Pipe and Equipment Covering - Materials* (BRGU) category in Budding Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or les% and a Smoke Developed Index of 50 or less may be used. Fwestop System -The details of the firestop system shall be as fOMOws: - A.. Packing Material - Min 1 in, thickness of firmly packed wool butt insulation used as a permanent form. Packing material to be " recessed from the top surface of the floor or from both surfaces of ::.. wall as required to accommodate the thickness of caulk fill `. material (Item 8). `8. Fill, Void or Cavity Material* - Caulk- Applied to fill the annular space flush with both surfaces of the wall. When nom pipe covering n thickness is 21n., min thickness of caulk fill material is 2 in. „ When nom nom pipe covering is 1 in., min thickness of caulk fill material is tin. The hourly F and T Ratings to the firestop system "ore dependentupon the thickness of the floor and the wall, the size of the pipe, the thicknes of the pipe covering material, the size . of the annular space (between the pipe covering material) and the •edge of the circular through opening and the fill materoial type, ` as shown in the following table: .Min Floor Max Pipe Nom Pipe Annular Caulk F u or Wall Clam In Covering Space, Fill Mat'I Rating. Thkns, In In Thkns, In In Type Hr 2-1/2 4 1 5/8 to 7/8 CP-25 N/S, 2 CP-25 S/L or CP-25 WB 4-1/2 4 1 3/4 to 1 CP-25 N/S, CP-25 S/L 4-1/2 4 2 1-1/2 to 2 CP-25 N/S, 2 t-tj CP-25 S/L or CP-25 WB 2-1/2 12 1 5/8 to 1 CP-25 N/S, 2 0 CP-25 S/L 2-1/2 12 1 1/2 to 1-1/2 CP-25 Wi 2 1/2 4-1/2 12 1 1 to 1-1/2 CP-25 N/S, 2 1/2 or CP-2 5SL 4-1/2 12 1 1 to 1- / 1 2 1 - to 1 1 1- 2 1 / 2 3/4 Minnesota Mining & Mfg. Co. - Types CP-25.S/L, CP 25. N/S, CP-25 WEI, CP-25 WB+ sz. *Bearing the UL. Clossifcation Morkinn I. System No. CAJ2016 (Formerly System No. 277) F Rating - 2 and 3 Hr (See Item 3) T Rating - 0, 2 and 3 Hr (See Item 3) 1- A SECTION A -A A Floor or Wall Assembly - Min 4-1/2 in. thick lightweight or normal ' weight (100 - 150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. See Concrete Block (CAZT) category in Fire Resistance Directory for names of manufacturers. I 2. Through Penetrants - One nonmetallic pipe or conduit to be centered within the firestop system. Pipe or conduit to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of pipe may be used: A. Polyvinyl Chloride (PVC) Pipe - Nam 6 in. diam (or smaller) Schedule 40 PVC pipe use in closed (process of supply) or vented " (drain, waste or vent) piping systems. The annular space shall be as shown under Item 3. B. Polypropelene (PP) Pipe - Nom 4 in. diam (or smaller) Schedule 40 flame retardant PP pipe for use in closed (process or supply) or vented (droin, waste or vent) piping systems. The annular space shall be as shown under Item 3. 3. Firestop System - F and T Rating of the system is dependent upon the type and diom of pipe, annular space, and number of wrap strips as shown in the table below: Max Pipe Annular No of F T Pipe Diam, Space Wrap Rating, Rating, Type In In Strips Hr Hr PVC 1 1/8 1 3 3 e. PVC 2 1/16 1 2 2 PVC 3 1/4 2 2 2 PVC 4 1/4 3 2 2 PP 4 1/4 3 2 0 A Steel Collar- Collar fabricated from coils of precut 0.016 in. thick (30 MSG) galy sheet steel available from wrap strip manufacturer. Collar shall be nom 2 in. deep with min four 1 in. 'wide by 2 in. long anchor tabs for securement to the concrete floor or wall. Retainer tabs, 1-1/2 in. wide and located opposite the anchor tabs are folded 90 deg toward pipe surface to maintain the annular space around the pipe and to retain the wrap strips. Steel collar tightened around the pipe and to retain the wrap strips and pipe using a min 1/2 in, wide by 0.028 in. thick stainless steel hose clamp installed at midheight. Collor secured to concrete "Surface with 1/4 in. down by min 1 in. long bolts and steel . expansion logs in conjunction with min 2 in. diam washers or min .0.145 in. diam by min 1-1/4 in. long powder actuated steel c:fasteners with min 5/8 in. diam heads. In floor assemblies, a ` collar is used on both sides of the concrete wall. B. Fill, Void or Cavity Materwl* - Wrap Strip - Nom 1/4 in. thick intumescent material faced on one side with aluminum foil, supplied ." in 2 in. wide strips. In floor assemblies, the wrap strips are wrapped around the pipe (foil side exposed). The layers of wrap strips are individually wrapped around the pipe with the ends butted and held in place with aluminum tape. Butted ends in successive layers shall be staggered After the outer la Is inYe place , the assembly is wrapped wit h a single wke to permanently hold the strips In place. The upper edge of the wrap strips shall abut the bottom surface of the c ioete floor. In wall assemblies, the wrap strips ore Installed on ea-h side of the concrete wall. Dow Corning Corp. - Type FS Wr W C. Fill, Void or Cavity Material, - Sealc t Id 1/4 in. thickness I'll material applied within the anr.alL I sh with top surface of floor of or with both surfaces of -af, Dow Coming Corp, - Type I S, Ic * Bearing the UL Classification Marking UL PENETRATION DETAILS NTS Daly Gonzalez Croup Inc. 12995 S. Cleveland Ave. Sulte 287 Fort Myers, FL 33907 813-939-5814 FAX (813) 939-5660 L,(j-rwucsang engineers These cogtract documents represent o portion of o complete design which, to the best of our knowledge, has been prepared in compliance with applicable minimum building codes The use of these plans without the consent of the engineer of record is prohibited Alterations to the design as shown on these plans is only allowed by written outhori>atlon of the engineer of rerord :opyright 1994: Daly Gonzalez Group, All Rights Reserved REVISIONS gar DRAWN G.E.J. CHECKED J.E.G. DATE 07/11/94 SCALE 1 /8"=1'-0* JOB NO. 94061.000 SHEET UL1 1 OF 1 10'� 7 b. - �� I 8 + �� + + ��+ ro EASEMENT '�`� +p� �+ 7.4 . SIP + 0 LE TURNLo f RONL EXISTING PAVEMENT �\�/n�a E2o+ b. TO BE REMOVED PROPOSED 5 BUILDING 6. / Pik y1 F.F.G. = 8.0 2 Z .U,) V) "STOP GB' w LEFT TURN -1.55 \ ONLY' 6.4 v I T. o- S Q } 6.5 T.O.W. C 6.5 T.o.W OUTFALL NO. I.E.= (-)0.50 E 11 L.F. 18" R.C.P-,A a U 6.25 8 48 j4,! 15 R.C.P. 0.59% URB, OPENING% 7.0 6.25 � G• 6.31 7.5 E C.O. 16' 7.3 " 6 RAIN WATER I LINE ; f 7.2 a f 6.9 6.3 d 6• , 6.25 I.E.=3.55(8") i 7--- btx -J -58 L.F. 15" R.C.P. I y 9 EXISTING ASPHALT + J�' ENTRANCE ROAD 6.74 6" FORV SWALEURB OPENIN 6Q5 ��0 ��$ -� r� N 5g4 -�- SWA- E +- 61 g. 7.03 MATCH EXISTING 6 o_ 5 6.6 a 7.4. z N 89'32'48 E GRADES 176.0� - fir , 6.72 5.8 . . °' cw EX I STI o -1 6.PUMP 7.4 Ono F.F.G. 6.55 6.58 6.64 LJ + + �0.5% - 5 s . 574 6.6. + 6.25 . . . . . . . . . . . g g.-4 1 • + 6.25 7.03 17.03 1 32. 0 721 + + t t t �G6� C 6.95 6.95 A + + + 6.62 + + 4 r .t. 6" RAIN 7.4 7.28 17.28 .., c + + + WATER 7.23 3 + + + LINE G.O. d` �. �� �I 7.03 n �.z 7.03 n k $' s '. 0 o wY o � gra + S' Q 8 + ' ' 'F ." ^ 6.87 7.4 O 30 .F. 8" V: a T 6.58 00 � 6.77 6.69 ® 2.0% . . . . . LI'ti , " �" " 1 78 L.F. 0.5% . . _0.5% -�.5 TTMYPE .,D" CURB 15 C.M.P. E; 6.82 - TTREN ( ) z f EXFILT TRENC ;r + S-2 6.57 6.87 6.25 6.6 5k , s . 6.88 � � s; J S-1 6.25 - 5.5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - n� f 1'd i'•,it f'. - - - N 89'32'48" E - - - 314.40' �. 7 L.F. 18" R.C.P. I.E.=3.55(8') .. FPL EASEMENT Iv PROPOSED BUILDING F.F.G. = 8.0 6.5 17.41 INDIAN RIVER COUNTY ST' LUCIE COUNTY w J Lo LOCATION ABREVIATION/ SYMBOL 0 0.5% S-3 6.25 6.6 6 \ 9 eTc: N.T.S. SKETCH LEGEND INDICATES PROPOSED CATCH BASIN INDICATES SLOPE AND DIRECTION OF FLOW INDICATES DIRECTION OF FLOW INDICATES CATCH BASIN TOP IS STRUCTURE DESIGNATION BOTTOM IS RIM EL. INDICATES PROPOSED EL. INDICATES EXISTING ,EL. INDICATES PROPERTY LINE 4 w1a INDICATES GRADE BREAK INDICATES PROPOSED ASPHALT INDICATES EXISTING ASPHALT INDICATES PROPOSED CONCRETE INDICATES 24' WHITE STOP BAR WITH 20'-4" DOUBLE YELLOW LINE INDICATES SIGN- "STOP" UNLESS SHOWN OTHERWISE NOTES: 1) CATCH BASINS WILL BE LOCATED ON DRIVEWAY CENTERLINES UNLESS SHOWN OTHERWISE. REVISIONS BY z Q W � QC� zmz Q - Q 0 O oQz z ,J o <C U U U U z Q DRAWN JDR HWC CCKED HHH HWC DATE 05 26 94 SCALE 1" =30' JOB NO. 94-14180 SHEET C-1 OF 4 SHEETS COMPUTER FILE NAME: C-L[ TAPF V01IIMF 14180 PAVING AND DRAINAGE NOTES CLEARING: SHALL BE LIMITED TO CONSTRUCTION AREA AND/OR AS I. DIRECTED BY THE OWNER'S REPRESENTATIVE. TREE PRESERVATION SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT. GRUBBING: OF ALL STUMPS, ROOTS, BURIED LOGS OR OTHER OBJECTIONABLE MATTER SHALL BE REMOVED TO A DEPTH OF 18 INCHES BELOW NATURAL GROUND. DEBRIS REMOVAL: ALL DEBRIS SHALL BE REMOVED FROM THE AREA AND LEGALLY DISPOSED. SUBGRADE: SUBGRADE SHALL BE COMPACTED TO MEET THE DENSITY REQUIREMENTS AS DETERMINED BY A.A.S.H.T.O. T-99C - SPECIFICATIONS. SUBGRADE SHALL EXTEND 6" BEYOND THE PROPOSED EDGE OF PAVEMENT. A MINIMUM 12' DEPTH SHALL MEET THE DENSITY REQUIREMENTS. ALL STUMPS, ROOTS, OR DELETERIOUS MATTER ENCOUNTERED IN THE PREPERATION OF THE SUBGRADE SHALL BE REMOVED TO A DEPTH OF 3' BELOW THE FINISHED ROAD GRADE. ALL SUCH MATERIALS SHALL ALSO BE REMOVED FROM WITHIN 10' OF THE EDGE OF PAVEMENT. BASE COURSE: APPROVED LIME ROCK BASE MATERIAL SHALL BE COMPACTED TO NOT LESS THAN 98% MAX. DENSITY AS DETERMINED BY A.A.S.H.T.O. T-180 SPECIFICATIONS, AND AS CALLED FOR IN F.D.O.T. SPECIFICATIONS LATEST EDITION, SECTION 250. BASE COURSE SHALL BE 6" THICK AND COMPACTED IN TWO EQUAL UFTS.(IF COMPACTION IS PERFORMED UTILIZING VIBRATORY ROLLING EQUIPMENT , IT MAY BE COMPACTED IN A SINGLE LAYER). PRIME COAT: BITUMINOUS PRIME COAT (RC-70), WATER BASED, SHALL CONFORM WITH THE REQUIREMENTS OF THE F.D.O.T. SPECIFICATIONS LATEST EDTION SECTION 300, AND SHALL BE APPLIED AT A RATE OF 0.10 GAL PER SQUARE YARD. SURFACE COURSE: 1" TYPE S-3 ASPHALTIC CONCRETE SURFACE COURSE SHALL CONFORM WITH THE REQUIREMENTS OF F.D.O.T. $PECIFICATIONS LATEST EDTION SECTION 332. NON -PERFORATED CORRUGATED ALUMINUM PIPE (14 GAUGE) - ALL PIPE SHALL CONFORM WITH THE REQUIREMENTS OF THE A.A.S.H.T.O. M-36 WITH BITUMINOUS COATING AND WITH F.D.O.T. SPECIFICATIONS, _ LATEST EDITION, SECTION 94. ALL JOINTS ON STORM SEWER PIPE SHALL BE MADE UP WITH EITHER 1/2 " NEOPRENE OR 1/4 " MASTIC STRIP SEALANT GASKETED MATERIAL. ALL BANDS SHALL HAVE THE SAME CORRUGATION DESIGN AS THE PIPE. THE ANNULAR BAND WIDTH SHALL BE ir. PERFORATED ALUMINUM PIPE (16 GAUGE) - SHALL CONFORM TO ABOVE SPECIFICATION EXCEPT PIPE SHALL NOT BE BITUMINOUS COATED. PERFORATIONS SHALL BE 360' AROUND PIPE. GASKETED MATERIAL NOT REQUIRED AT JOINTS. REINFORCED CONCRETE PIPE -ALL PIPE SHALL CONFORM WITH THE REQUIREMENTS OF TABLE III OF THE ASTM C-76 AND WITH THE F.D.O.T. SPECIFICATIONS LATEST EDITION SECTION 941. MUCK - IF MUCK IS ENCOUNTERED, IT SHALL BE REMOVED COMPLETELY AND SHALL BE BACKFILLED WITH GRANULAR MATERIAL. PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL SHALL BE AS DEFINED IN THE FLORIDA D.O.T. SPECIFICATIONS LATEST EDITION SECTION 125-8. PIPELINE BACKFILL SHALL BE PLACED IN 6 INCH LIFTS AND COMPACTED TO 100%OF THE STANDARD PROCTOR (A.A.S.H.T.O. T-99 SPECIFICATIONS). RECORD DRAWINGS - THE CONTRACTOR AND LAND SURVEYOR SHALL SUBMIT COMPLETE HORIZONTAL RECORD DRAWING INFORMATION RELATIVE TO PIPE LENGTH MEASURED HORIZONTALLY FROM CENTER LINE OF STRUCTURE (INLET OR MANHOLE) TO CENTER LINE OF STRUCTURE. VERTICAL INFORMATION SUCH AS INVERTS, RIM/GRATE ELEVATION, AND TOP OF PIPE ELEVATION, ETC. SHALL ALSO BE REQUIRED. ALL UNDERGROUND UTILITIES AND DRAINAGE TO BE INSTALLED BEFORE SUBGRADE IS STARTED. --, -. ALL STORM DRAIN PIPE LENGTH ARE MEASURED FROM CENTER OF GRATE TO CENTER OF GRATE UNLESS NOTED OTHERWISE. DISTANCES AND LOCATIONS SHOWN ON DRAINAGE PIPES AND STRUCTURES ARE SUBJECT TO FIELD ADJUSTMENT IN CASE OF CONFLICT. LENGTHS MAY BE ADJUSTED TO ACCOMPLISH CONSTRUCTION AS SHOWN ON THESE PLANS. THERE WILL BE NO LIME IN THE MORTAR. CONCRETE BLOCK IS NOT ACCEPTED FOR MANHOLES AND CATCH BASINS. ENGINEER SHALL APPROVE ALL PRECAST STRUCTURES. TYPE "C" CATCH BASINS ARE CONSIDERED AS MINIMUM SIZE. ALL GRADING FROM THE BUILDING WILL BE AWAY FROM THE BUILDING IN SUCH A MANNER THAT POSITIVE DRAINAGE FROM THE BUILDING IS OUTWARD TOWARD AN ACCEPTABLE FLOWAGE AREA AND INTO THE DRAINAGE SYSTEM. #" rakit 0 DRAINAGE k 51 MINIMUM INSPECTION CHECKPOINTS CONTRACTOR SHALL NOTIFY THE ENGINEER OR HIS REPRESENTATIVE FOR INSPECTION OF THE FOLLOWING CHECKPOINTS INCLUDING, BUT NOT r ' TED TO: PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED GRADING ANDay`_ DRAINAGE PLANS. .... ..._. DELIVERY OF STRUCTURES, PIPES AND RELATED MATERIALS. STRUCTURE INSTALLATION AND MASONRY/BRICK WORK. PRIOR TO BACKFILLING OF TRENCHES CONTAINING TRENCH OR HYDRAULIC CONDUITS, SO THAT JOINTING MAY BE MUTUALLY APPROVED. VISUAL LAMPING OF STORM SEWER BEFORE PAVING. UPON COMPLETION OF CONSTRUCTION A FINAL INSPECTION WILL BE HELD. GENERAL NOTES ALL CONSTRUCTION SHALL CONFORM TO ST. LUCIE COUNTY AND THE F.D.O.T. STANDARDS AND SPECIFICATIONS, 1992 EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING BUILDINGS, STRUCTURES, AND UTILITIES THAT ARE UNDERGROUND, ABOVEGROUND, OR ON THE SURFACE AGAINST CONSTRUCTION OPERATIONS THAT MAY BE HAZARDOUS TO SAID FACILITIES AND SHALL HOLD AND SAVE THE CITY HARMLESS AGAINST ALL CLAIMS OR DAMAGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTS AND SHALL SUBMIT REPORTS FOR REVIEW AND APPROVAL FROM AN APPROVED INDEPENDENT TESTING LABORATORY. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE LOCAL, REGIONAL., STATE AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITS AND LICENSES REQUIRED TO BEGIN WORK. THE CONTRACTOR SHALL VISUALLY EXAMINE THE SITE OF CONSTRUCTION TO DETERMINE THE AMOUNT OF CLEARING AND EXISTING FACILITIES TO BE REPLACED, REMOVED AND/OR RELOCATED WHICH MAY BE REQUIRED IN ORDER TO COMMENCE WORK. ALL SUCH FACILITIES SHALL BE REPLACED "IN KIND" OR DISPOSED OF AT THE DIRECTION OF THE OWNER. THE CONTRACTOR SHALL CONTACT U.N.C.L.E. (1-800-432-4770), AND THE ST. LUCIE COUNTY IN ORDER TO LOCATE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR SHALL GIVE THE ENGINEER 72 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. RETESTS FOR FAILURE SHALL BE AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL COORDINATE PROJECT CONSTRUCTION AND GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS WITH REGARD TO THE NEED FOR REMOVAL, RELOCATION OR ALTERATION OF THEIR EXISTING FACILITIES SUCH AS FLORIDA POWER AND UGHT COMPANY, SOUTHERN BELL TELEPHONE, AND CABLE T.V., ETC. GUARANTY - ALL MATERIAL AND EQUIPMENT TO BE FURNISHED AND/OR INSTALLED BY THE CONTRACTOR UNDER THE CONSTRUCTION CONTRACT OF THIS PROJECT SHALL BE GUARANTEED AGAINST DEFECTIVE MATERIALS, DESIGN AND WORKMANSHIP. UPON RECEIPT OF NOTICE FROM THE OWNER OF FAILURE OF ANY PART OF THE GUARANTEED EQUIPMENT OR MATERIAL, DURING THE GUARANTY PERIOD, THE AFFECTED PART, PARTS, OR MATERIALS SHALL BE REPLACED PROMPTLY WITH THE NEW ` PARTS OR MATERIALS BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. IN THE EVENT THE CONTRACTOR FAILS TO MAKE THE NECESSARY REPLACEMENT OR REPAIRS WITHIN SEVEN DAYS AFTER NOTIFICATION BY THE OWNER, THE OWNER MAY ACCOMPLISH THE WORK AT THE EXPENSE OF THE CONTRACTOR. 4'-5" -BRICK TO GRADE BRICK TO GRADE 5 COURSES MAX 5 COURSES MAX 2 COURSES MIN 2 COURSES IN .•• 3r e' a L; R T 4 0 1r 0. E.W. E F. 0 MEET ASTM „ �. U.S. PRECAST i ' C �' OR EQUAL C4 8 OR BETTER ¢" INVERT PER PLAN _ 4' _ -- EXTEND TO 113" ON BAFFLED STRUCTURES • 54" FOR TYPE "E' SECTION A -A ••36• FOR TYPE "E SECTION B-B TYPICAL .TYPE "C' CATCH BASIN NTS REINFORCING: ALL STRUC URES, � NLESS SHOWN OTHERWISE IN -PLACE CAST PRE -CAST N0.4 RODS 1Y O.C. EACH WAY 6" WALLS,REINFORCING TO MEET OR ; ALL WALLS AND BOTTOM SLAB EXCEED AS.T.M. C-478 s.. 0111 GENERAL NOTES: 4•,@,r vi�, 1-ALL EDGES & CORNERS TO BE CHAMFERED 3/ 4' (' a}s' 2-WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION IS ENCOUNTERED AT FLOW DNE OMIT FLOOR & CARRY WALLS DOWN TO SATISFACTORY FOUNDATIONAACKFlLL TO FLOW LINE W/ 3/ 4-WASH ROCK 3- STRUCTURE MAY EITHER BE POURED -IN -PLACE 2500 P.S.I. CONCRETE OR PRECAST CLASS "A 3000 P.S.I. CONCRETE OR STANDARD MANHOLE BRICK (NO BLOCK) WITH 1 / r PLASTER (NO LIME ) WITH 9' PRE -CAST' NOTE: ON STRUCTURES WHERE ELEVATION DO NOT ALLOW BUILT-UP BRICK, A SLAB TYPE FRAME & GRATE WILL BE, USED WITH AN 6' TOP SLAB (REINF. WITH M6 O 12" E.W.) I + 10) THE LOCATIONS OF EXISTING UTILITIES SHOWN ONI THESE PLANS ARE APPROXIMATE ONLY AND ARE BASED ON AS -BUILT INFORMATION. ADDITIONAL UTILITIES MAY EXIST WHICH ARE NOT ;SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ANY AND ALL CONFLICTS WITH EXISTING UTILITIES SHALL BE REPORTED TO THE ENGINEER AND THE TOWN OF PALM BEACH, + THIS WORK BY THE CONTRACTOR SHALL BE CONSIDERED INCIDE TAL TO THE CONTRACT. 11) CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF PRECAST STRUCTURES, PIPES, ETC. FOR THE ENGINEERS r.OVAL PRIOR TO CONSTRUCTION. 12) ELEVATIONS SHOWN ARE BASED ON N.G.V.D 192 i DIT H WIDTH (W) + 4' y SU FACE RESTORATION SAWCUT FINISHED �1 + SURFACE—�. REFER TO PAVEMENT JOINT DETAIL RT 7.1 DIA. VARIES DITCH VARIES SURFACE JOINT REP CEMENT BASE SEE TYPICAL TRENCH 4 DETAIL FOR COMPACTIO REQUI EMENTS ( GU 2.1 1. REPLACED BASE MATERIAL OVER 5. SURFACE MATERIAL SHALL BE DITCH SHALL BE TWICE THE FDOT TYPE S-1 OR S—III. ASPHALTIC THICKNESS OF THE ORIGINAL CONC. (MIN. THICKNESS 1 1/2") BASE, OR AS SHOWN IN NOTE 6 WHICHEVER IS GREATER 6. REPLACEMENT BASE TO BE 16 THICK OR TWICE THE THICKNESS 4 + 2. BASE MATERIAL SHALL BE OF THE EXISTING BASE, PLACED IN TWO OR THREE � WHICHEVER IS GREATERIkk19 LIFTS AND EACH LIFT COMPACTED TO 98% MAXIMUM.,I> Gnu k DENSITY PER AASHTO T-180 (MAX. LIFT THICKNESS = 6") 7. ANY PAVT. CUS SHALL BE COLD PATCHED AT END OF EACH WORKING 3. ASPHALT CONCRETE PAVEMENT DAY TO FACILITATE UNHINDERED JOINTS SHALL BE MECHANICALL TRAFFIC FLOW. ih SAWED. 4. ALL DISTURBED PAVEMENT MARS j SHALL BE RESTORED IN ACCORC,E WITH CITY STANDARDS PAVE ENT REPAI •• tSw, ty � -„' �'k �F S"= f ' i j e b,.V i4li t Ip .i � zz A x � • � �L R it 1 R, ,/r uo I EAO SHI h % yi K'L v �GTV L PLAN VIEW FOR CIRCULAR STRUCTURE CLAN VIEW FOR RECTANGULAR STRUCTURE NIS NTS SOLID PLATE WELDED TO 6" MIN.TO STRUCTURE 1/2 SECTION OF PIPE SOLID PLATE WELDED -� �. TOP SLAB 24" 1/2 SECTION OF PIPE 15" CMP • (18" RCP • , FOR WEIR) B"X 3" x 3" x 1 /4- 'L',- 3" WELDED TO SEC IONINV b / `SEE I N) BAFFLE BOTTOM W/SCREEN' NOTE: WEIR CONSTRUCTION IDENTICAL, EXCEPT TOP IS OPEN AND BOTTOM IS SOLID SECTION ELEVATION NTS NTS BAFFLE DETAIL NTS EXISTING GROUND ;OrAV/AV, REMAINING BACKFILL PLACED AND COMPACTED PER APPROPRIATE SPECIFICATIONS.(SEE NOTE 5 BELOW) 6" MAX. AGGREGATE SIZE. 1 r MAX. LIFT. \ \ \ \ \ \ \ \ \ GRANULAR PLACED AND COMPACTED TO TO 98% MAX. DENSITY PER AASHTO T-180 7/8" MAX AGGREGATE SIZE MAX. LIFT. ..•. BEDDING MATERIAL COMPACTED TO ::::: ::::::::: 98% MAX. DENSITY PER AASHTO T-180 Z NOTE`,'. 1. BEDDING SHALL CONSIST OF ACCEPTABLE IN -SITU MATERIALS. - 3/8"-7/8" SIZING. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGE ROCKS SHALL BE REMOVED. 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS LARGE ROCK. MUCK, AND DEBRIS. 5. COMPACT BACKFILL TO 98% DENSITY UNDER PAVEMENT AND TO 95% DENSITY ELSEWHERE.(AASHTO T-180) TYPICAL TRENCH DETAIL 11 DUPONT "TYPAR" ON TOP & BOTH SIDES - -- 1 " THICK ASPHALT 6" THICK LIMEROCK \ SELECT GRANULAR BACKFILL 6" FINE GRADED PEAROCK 30LB. FELT ON TOP ONLY WHEN UNDER PAVEMENT r 12" SELECT GRANULAR BACKFILL WHEN UNDER LANDSCAPE AREAS 00 000 . --- -- — - I 15" - 3600 64 PERFORATED Q � C.M.P. 3 /4" WASH ROCK Q Q all Q 1O Cl Q PIPE INVERT EL: 3.00 Q Q CQ n C> Ca !a WET SEASON EL= 3.00 Ga q C�4 BOTTOM TRENCH n Ca Ca _ EL.1.00 �_ 8' TRENCH WIDTH WILTRATION TRENCH NTS p STORM SEWER - ASPHALT / LIMEROCK BASE STRUCTURE OR GRANULAR BACKFILL 5' MIN. GRANULAR BACKFILL C.B. • ,' ,•• •• . DUPONT "TYPAFr ON TOP AND BOTH SIDES � 1 x r r FINE GRADED PEAROCK NON -PERFORATED C.M.P. •" ." e e � •+, ' • PERFORATED METAL PIPE BAFFLE tR '� : r3_L.. 4" COUPLING BAND ISt._: �. "�[`•t!' EXFILTRATION TRENCH STORM SEWER STRUCTURE TO EXFILTRATION TRENCH CONNECTION DETAIL NTS 4, x` b W -R1-1 T'. M �i b n � STEEL CHANNEL C I POST,TYP. 1 5 8' II D 51(16"X3/4' � H X NUT FINISH EL. b b CONC.BASE ry I (V STOP SIGN DETAIL NTS EXT. CAP FOR "U" CHANNEL POST VIEW CHANNEL PO HMENSION TOLERANCE 2.00 3.00 +-3/32" 1-15 3 1-7 +-1/8" 3-1/1fi 3-1/27 +-1/16" 1-9/32 1-5A6" "D' +-1/32" 3/16" 7/3r GENERAL SPECIFICATIONS EXT.BLADE:ALCOA #86054.6063-T6 ALLOY, ETCHED,DEGREASED W/ #1200 ALODINE FINISH W/ #2277 GREEN SCOTCH BACKGROUND OR EQUAL.DIMENSIONS-6'H,24%30• OR 36" L. LETTERSAAME - 4' SERIES 'B' #2270 SCOTCHLTTE (SILVER ) OR EQUAL- SUFFIX - r SERIES AS A90VE BRACKETS: SEE DETAILS THIS SHEET POST: STEEL FLANGED CHANNEL POST W/ BAKED GREEN ALKYD FINISH PER A.S.T.M. - A- 123 WITHOUT ANCHOR PLATES. CONC.BASE:2000 III AS SHOWN. STOP SIGN: RI-1 MUTCD - 30X30' (HIGH INTENSITY) LOCATION: AS INDICATED ON PLANS WNW Palm Bosch County Heller - heaver and Cato, ic, 20 SE � 3V�t � 4 Mmy Ind" Raids 33483 © COPYRIGHT 1994 BY HELLER-WEAVER AND CATO INC. ALL RIGHTS - NIA 243-OM - Psy, BesC, �L RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR TRANSMITTED IN �IIem ••• �eyors ... Planned; (497) 243 SM - Fax ANY FORM OR BY ANY OTHER MEANS WITHOUT THE WRTTTEN PERMISSION FROM A PROFESSIONAL ENGINEER REPRESENTING HELLER-WEAVER A D CATO INC. REMSIONS BY Oa N � nn M .- II N Lo rnn O nn M 00 U 0 _ O V) Q ' ` N W �Z E W Olt wCD ZS OU r n Ofm V J < ma I III < 0O LL_ � z U) Q z O QQzz — OL-►WO z E) U O O DRAWN JDR HWC CHECKED HH HWC DATE 05 31 94 SCALE JOB NO. 94-14180 SHEET C-2 OF 5 SHEETS TAPF V01 I IMF 141 RO BUILDING 18' 13' 13' PARKING DRIVE DRIVE L-6" ROCK BASE COMPACTED SUBGRADE " 1' n aft F C'.44}r q t 4r KY, GC 4i WALL DESIGN TO BRIDGE OVER PIPE EXISTING SEAWALL EL=2.90f CORE OPENING IN SEAWALL SEAL AROUND PIPE WITH ANHYDROUS CEMENT GROUT I.E.=0.50 -3.00f - TOP OF - SAND I 40' 13' 13' �I 40' PARKING DRIVE DRIVE T PARKING C 3' EL. 5.25 / ' I.E.= WEIR I.E.=2.90 PIPE CRADLE AT SEAM SEE DETAIL 1.0% 1 1.0% LANDSCAPE ISLAND - (ASPHALT AT OTHER AREAS) 13' 13' DRIVE DRIVE PLAN - GRADE 1 -6" ROCK BASE , vp``'iN COMPACTED SUBGRADE CTION A -A' `NTS L ?2 E.=6.00 -1 E.=5.50 SECTION DRAINAGE SCHEDULE 2UCTURE UMBER STRUCTURE TYPE* U.S. FOUNDRY CASTING RIM ELEVATION NORTH INVERT ELEVATION SOUTH INVERT ELEVATION EAST INVERT ELEVATION WEST INVERT ELEVATION REMARKS S-1 "C"C.B. 4155-6212 5.50 3.00 - 3.00 3.00 S-2 "6'0"C.B. 4155-6212 6.25 3.00 - 3.00 3.00 BAFFLE ® N, E, W PIPE S-3 "E"C.B. 4155-6212 6.25 3.00 - - 3.00 BAFFLE ® N, W PIPE S-4 "E"C.B. 4155-6212 6.25 - 3.00 - 3.00 BAFFLE ® S, W PIPE S-5 "5'0"C.B. 4155-6212 6.25 3.00 3.00 3.00 - BAFFLE ® S, E PIPE S-6 "5'0"J.B. 385E 6.74 3.00 3.00 3.00 - CONFLICT STRUCTURE S-7 "5'0"C.B. 4155-6212 6.25 - 3.00 - 3.00 8" RWL SOUTHWEST S-8 "C"C.B. 4155-6212 5.80 - - 3.00 3.00 S-9 "C"C.B. 4155-6212 6.25 - - 3.00 - S-10 "C'C.B. 4155-6212 5.80 - - - 3.00 S-11 "C"C.B, 4155-6212 5.50 - 3.00 - - S-12 "4'0"J.B. 1270F 6.00 - - 2.90 0.00 WIER ® WEST PIPE * DIMENSIONS SHOWN ARE INSIDE DIAMETERS -B PRECAST A t__ TYPE "D" CURB 1" ASPHALT yY 6� ROCK ,BASE COMPACTED SUBGRADE REINF. TO MEET A. S.T.M. C478 OR BETTER SEE DRAINAGE TABLE FOR PIPE SIZES PLAN VIEW #4 BARS ® 12" C.C.E.W JUNCTION BC SEE TYPICAL DETAIL NCO COUPLING O/E 15" RCP TURE S-6 DETAI PLAN VIEW N.T.S. t r �x � <��� �` NOTES` y . >' 1) NO PIPE JOINTS ALLOWED INSIDE THE STRUCTURE L& , 2) ONLY CAST IRON OR DUCTILE IRON SANITARY SEWER WILL BE ALLOWED TO PASS DIRECTLY THROUGH STRUCTURE h �'` STRUCTURE S-6 DETAIL ? + kc SECTION VIEW N.T.S. BRICK TO GRADE 5 COURSES MAX. 2 COURSES MIN. I' A GROUT GROUT A N w a SEE DRAINAGE TABLE FOR SIZE ° (TYP) i I _ I N.T.S. SECTION A -A c' DETAIL 2 #5 TYP 3000 PSI CON WIDTH FOR 6„ RCP DETAIL ® 6" O.C. 'ING 2500 PSF Heller - heaver and Cato, inc, MDehY © COPYRIGHT 1994 BY HELLER-WEAVER AND CATO INC. ALL RIGHTS RESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR TRANSMITTED IN Engineers .,, Surveyors 1"lam Planners (107) 213-8100 - PoN kedi 1440n z13a1n - Fox ANY FORM OR BY ANY OTHER MEANS WITHOUT THE WRITTEN PERMISSION FROM A ... PROFESSIONAL ENGINEER REPRESENTING HELLER-WEAVER AND CATO INC. REVISIONS BY Q Q o� � 0 m LL_ z_ QQz� Q CD w 0 zoU U > o Q CL DRAWN JDR HWC CHE KED HH HWC DATE 06-03-94 SCALE N.T.S. JOB NO. 94-14180 SHEET C-3 OF 5 SHEETS Mks; METER W/ BOX �5/8" EXTEND 4" P.V. S.S ® 2.0% M.H. #2 ...... ............... R.E.=6.79 I I.E.=3.19 SE ....... IT, PV O I.E.=3.74 SW .... ... G F+/ I.E.=2.79 W 101, FPL - 1 EASEMENTI f r. I I.E.=5.4 PROPOSED I BUILDING F.F.G. 8.0 I �•I� Imo: EXISTING 4" W.M. I I 76 L.F. M 1" P.V.C. W.M. REMOVE W.M.-`�� AFTER CUT IN I 3 0 L.F. 6" P.V.C: SS ® 2.0% I.E.=3.53 5' I 11 L.F. 6" P.V.C:-� SS ® 2.0% \ REMOVE W.M.— AFTER CUT IN PROPOSED BUILDING F.F.G. = 8.0 36 L.F. 6'P.V. SS ® 1.0% 5' C.O: SCUT IN 4" "Y' BRANCH / I W/ 4" PLUG (SOUTH) 4"X1" TAP W/ ( I CORP STOP I I 65 L.F. 6" S.S. I I (REPLACING BROKEN SECTIONS) -MAINTAIN SAME SLOPE M.H. #1 L R.E.=6.86 I.E= 2.36 SW EXISTING S.S. MAIN I S I.E.=2.31 NW LE.=2.26 E -LE.=2.7 4" QJ.P. r— u fN 0_ LJ O W DO z J 0 W Z IY 0 L� (n W O CUT IN 6"X4" "Y' BRANCH W/ 4" G.V. PROPOSED'CONFLICT............................................... BOX SEE P&D PLANS 8" W.M. FOR FIRE SYSTEM (DESIGNED BY OTHERS) .... XTISTING 6" W.M. 4"X9O' 2-2" M —ti 01 FPL EASEMENT W/ BOX C COPYRIGHT 1994 BY HELLER-WEAVER AND CATO INC. ALL RIGHTS ESERVED. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR TRANSMITTEJA ANY FORM OR BY ANY OTHER MEANS WITHOUT THE WRITTEN PERMISSION FROM PROFESSIONAL ENGINEER REPRESENTING HELLER-WEAVER AND CATO INC. LEGEND SYMBOL DESCRIPTION NINDICATES METER W/ BOX 0— INDICATES CLEAN OUT Da INDCATES GATE VALVE INDICATES PIPE CROSSING (UPPER PIPE INDICATED BY ARC) INDCATES EXISTING PAVEMENT q Heller — Weaver and Cato, ine, '3,,!!E> ,: kFq ka h Rw* 33/13 (61) 243-M - Palo kadi Engineers ... Surveyors ... Planners I40D 24HM - fu L 1 q� O:D 7; m- z�z Q Q� n O 0 � Qz O �UU O BOX & METER REVISIONS BY WATER DISTRIBUTION NOTES 1) ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH ST.LUCIE COUNTY HEALTH DEPARTMENT STANDARDS AND FLORIDA D.E.P. 2) NO DEVIATION OF CONSTRUCTION AS DETAILED HEREON SHALL BE PERMITTED WITHOUT PRIOR AUTHORIZATION OF THE ENGINEER 3) ALL WATER MAIN SERVICE PIPE SHALL BE DESIGNED FOR A MINIMUM WORKING PRESSURE OF 150 P.S.L. 4) CONTRACTOR SHALL FURNISH HORIZONTAL AND VERTICAL AS-BUILTS OF THE WATER DISTRIBUTION SYSTEM TO THE OWNER. 5) ALL UNDERGROUND UTILITIES TO BE INSTALLED BEFORE SUBGRADE IS STARTED ON THE PAVEMENT. 6) WATER SERVICE SHALL BE COPPER "TYPE K' WITH FLARED CONNECTIONS OR SCHEDULE 40 P.V.C., ANSI/AWWA C-800-89. 7) WATER LINES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA SPECIFICATIONS C-651-86. 8) D.I.P. LINES SHALL BE PRSSURE CLASS 350 PER ANSI/AWWA C150/A21 50.91. WATER DISTRIBUTION SYSTEM MINIMUM INSPECTION CHECKPOINTS THE CONTRACTOR SHALL NOTIFY THE COUNTY AND THE ENGINEER OR HIS REPRESENTATIVE FOR AN INSPECTION OF THE FOLLOWING CHECKPOINTS INCLUDING, BUT NOT LIMITED TO: A) PRIOR TO ANY MAJOR DEVIATION FROM APPROVED CONSTRUCTION PLANS. B) BACKFILUNG OF ALL WATERLINES, C CONFLICTS WITH OTHER UTILITIES. GENERAL NOTES 1) ALL CONSTRUCTION SHALL CONFORM WITH ST. LUCIE COUNTY HEALTH DEPARTMENT STANDARDS AND SPECIFICATIONS. 2) CONTRACTOR SHALL HAVE A CURRENT SET OF APPROVED PLANS ON SITE AT ALL TIMES. 3) RETESTS FOR FAILURE WILL BE AT THE CONTRACTORS EXPENSE. 4) ALL ELEVATIONS REFER TO N.G.V.D. DATUM OF 1929. 5) PLEASE REFER TO PAVING AND DRAINAGE DETAILS FOR CONFLICT STRUCTURE DETAIL. WASTEWATER COLLECTION NOTES 1) CONSTRUCTION OF THE WASTEWATER COLLECTION SYSTEM AS DETAILED HEREIN SHALL NOT BE DEVIATED FROM WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HEALTH AND OF ALL EMPLOYEES WORKING ON OR AROUND LIVE SEWER LINES 3) COMPLETE "RECORD DRAWING" INFORMATION RELATIVE TO THE L01 OF ALL SERVICE LINES SHALL BE FURNISHED TO THE OWNER. 4) ALL CLEANOUTS SHALL BE ADJUSTED PRIOR TO FINAL PAVEMENT CONSTRUCTION. VERTICAL ADJUSTMENT OF THE CLEANOUTS SHALL THE RESPONSIBLITY OF THE UNDERGROUND CONTRACTOR. 5) P.V.C. SEWER PIPE SHALL BE ASTM D-3034-73 W/SDR 35 LATEST REVISION, WITH PUSH ON RUBBER GASKET JOINTS. 6) ALL UNSUITABLE SOIL ENCOUNTERED BENEATH THE GRAVITY SEWER LINES SHALL BE REMOVED AND PROPERTY BACKFILLED WITH CLEAN SAND PRIOR TO INSTALLATION OF ANY SEWERS. 7) SEWER SHALL BE LAID AT LEAST 10' HORIZONTALLLY FROM ANY EXISTING OR PROPOSED WATER MAIN. WASTEWATER COLLECTION SYSTEM MINIMUM INSPECTION CHECKPOINTS THE CONTRACTOR SHALL NOTIFY THE COUNTY AND THE ENGINEER OR HIS REPRESENTATIVE FOR AN INSPECTION OF THE FOLLOWING CHECKPOINTS INCLUDING, BUT NOT LIMITED TO: A) PRIOR TO ANY MAJOR DEVIATION FROM APPROVED CONSTRUCTION PLANS. B)) CROSSING OR CONFLICTS. C BACKFILLING OF GRAVITY MAINS. MIN TOP WIDTH OF TRENCH +8' (NOTE #4) SEE 1 3 u -1 # 4 BAR O 12" O.C. UNDISTURBED 2 4)) - ASPHALTIC SURFACE COURSE (NOTE #1) r-j �EXITING BASE 140NSTRESS CONCRETE (2,500 P.S.I.) 28 DAY MIN. 8• THICK BEACH LIFT TO BE MECHANICALLY TAMPED & DENSITY REPORTS SUPPLIED FOR EACH LIFT 2 4" NOTES �- 0 +48" _- 1. ASPHALT PAVEMENT REPLACEMENT SHALL BE BY MACHINE APPLICATION, MATCHING THE ORIGINAL PAVING. 2. EXISTING BASE TO BE REMOVED A MINIMUM OF 2' BEYOND UNDISTURBED SUBGRADE. 3. ROADWAY SURFACE TO BE REMOVED A MINIMUM OF 2' BEYOND UNDISTURBED BASE. 4. ASPHALT JOINTS TO BE MECHANICALLY SAWED. 5. WHERE TRAFFIC SIGNALIZATION EXISTS, IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPLACE THE SYSTEM DISTURBED IN ACCORDANCE WITH CITY OR COUNTY TRAFFIC DEPT REQUIREMENTS 6. THIS METHOD IS TO BE USED WHERE EXCESSIVE TRAFFIC LOADS ARE EXPECTED AND UPON ENGINEER'S APPROVAL. OPEN CUT PAVEMENT REPLACEMENT DETAIL BY CONTRACTOR FLOW BY COUNTY 15 1/2" / 8 12 1 / 1 BY-PASS VALVyIES _f W/BOXES 3 MAX. NOTES. w .. "..�L, CPiRt'�frl..Y , 1. ALL VALVES 0 BE STRAIGHT 2" BALL VALVES 2. SEE TYPICAL SERVICE DETAIL FOR MAIN CONN 3. METER BOX SHALL BE A BROOKS No. 66 OR 4. PIPING SHALL BE 2" SCHEDULE. 40 PVC. BY DEVELOPER AT METER). 2" METER._.._ BYPASS (1,�,, DETAIL�F REMAINING BACK ILL PLACED AND COMPACTED PER APPROPRIATE SPECIFICATIONS.( EE NOTE 5 BELOW) 6" MAX. AGGRE SIZE. It MAX. TE UFT. GRANULAR BACK LL PLACED AND COMPACTED TO 98% �p� \ \ T MAX. DENSITY PER AASHTO T-180 7/6" MAX AGGREGATE SIZE \ \ \ \ \ \ b" MAX. LIFT. BEDDING MATERIAL COMPACTED TO { ::::: :::::::: 98% MAX. DENSITY PER AASHiO T-180 t� ( i � px`ri an • s rl��'r � I�tp, T I I I I I i i � r a NOTES: 1. BEDDING SHALL CONSIST OF ACCEPTABLE IN -SITU MATERIALS „r 3/8"-7/8" SIZING. UN UITABLE IN -SIN MATERIALS SUCH AS MUCK, DEBRIS AND LARGE ROCKS SHALL BE REMOVED. i 2. THE PIPE SHALL BE FUL.Y SUPPORTED FOR ITS ENTIRE LENGTH WI APPROPRIATE COMPACTIOq UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLAED IN A DRY TRENCH. 4. BACKFlLL SHALL BE FRE17 OF UNSUITABLE MATERIAL SUCH AS LARGEG firt ;, hig1+4 ROCK, MUCK, AND DEERS. +, s 5. COMPACT BACKFlLL TO 9 R DENSITY UNDER PAVEMENT AND TO 95x DENSITY ELSEW ERE.(AASHTO T-180) +. :- r )^ >O z U Z CURB STOP SHORT SERVICES cr o (LOCKING TYPE SERVICE PIPE ONLY / STRAIGHT BALL SCH. 40 i PVC OR COPPERVALVE) 0' OR \ S ANGLE\, / b o FOR INSTALLATION OF SERVICES UNDER EXISTING PAVEMENT AND LONG SERVICE DOUBLE STRAP SADDLE - UNDER PROPOSED PAVEMENT JACK BLACK IRON CASING. WITH CORPORATION STOP. - NOTE : 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED A MINIMUM OF 18" APART. TAPS SPACED BETWEEN 18" TO 48" SHALL BE OFFSET TO EACH SIDE OF THE MAIN. 2. METER BOX SHALL BE SET TO CONFORM TO FINISHED GRADE ADJACENT TO PROPERTY LINE. METER SHALL NOT BE PLACED IN SIDEWALK OR DRIVEWAY AREAS. SERVICE LINES SHALL NOT BE PLACED UNDER DRIVEWAYSI 3. COPPER SHALL BE "TYPE K" CONTINUOUS AND SUITABLE FOR UNDERGROUND SERVICE WITH FLARED CONNECTIONS. PVC SHALL BE SCH. 40. 4. 'ALL 5/8" & 1" METERS REQUIRE A 1" LOCKING CURB STOP F ' (STRAIGHT BALL VALVE), YOKE AND INTEGRAL CHECK VALVE 5. 2". METER REQUIRES BY-PASS (SEE DETAIL) M• ; "' t ;c 1'-" 6. A CHECK VALVE OR OTHER BACKFLOW PREVENTION EVICE REQUIRED } s: ON ALL SERVICES BEHIND METER. 7. DIMENSION "A" = 7" (5/8" METER) = 8" (1" METER) = 12" (2" METER) ,F8. MAXIMUM SERVICE LENGTH IS 100' TO METER. 9. A REDUCED PRESSURE BACK FLOW PREVENTER (AS APPROVED BY THE UNIV. OF SO. CALIF.) IS REQUIRED ON ALL NON RESIDENTIAL SERVICE LINES AND ON ALL BUILDINGS OVER THREE STORIES. A CERTIFICATION IF PROPER INSTALLATION IS REQUIRED FROM A CERTIFIED BACKFLOW PREVENTION TECHNICIAN PRIOR TO ACCEPTANCE BY P.B.C.W.U.D TYPICAL SERVICE CONNECTION FOR 5/8 „ 1" _OR_2" NI � L CONCRETE COLLAR ( 3000 PSI ) \ U.S.F. No. 7500 VALVE BOX WITH C.I. COVER MARKED "WATER - TOP OF PAVEMENT 6" CAST IRON RISER. APPROVED RESILIENT SEAT VALVE. (SEE STANDARD PRODUCT LIST) CONCRETE BLOCKING (OPTIONAL- DEPENDING ON TRENCH BEDDING CONDITIONS) STAINLESS STEEL INDICATOR PLATE TO INCLUDE THE FOLLOWING INFORMATION. 1. MANUFACTURER'S NAME 2. NO. OF TURNS 3. SIZE & CLASS 4. SERIAL NO. POUR CONCRETE TO GRADE IN SODDED. AREAS. i a NOTES: 1. CONCRETE COLLAR IS NOT REQUIRED IN PAVED AREAS 2. WHEN VALVE IS DEEPER THAN 36" AN EXTENSION WITH UNIVERSAL JOINT WILL BE REQUIRED TO BRING OPERATING NUT 2e-3O" BELOW FINISHED GRADE EXTENSION BOLTS & NUTS ARE TO BE 316 STAINLESS STEEL A 316 STAINLESS STEEL «- CENTERING PLATE IS ALSO REQUIRED. TYPICAL GATE VALVE DETAIL a Ti( ! r = VARIES I 2h USE VISOUEEN h S 1/2 H OR h = D WHICHEVER IS GREATER BET PIPE AND NCREIE d� 3d 24 2d C ' 18• 16 1Y 1d -- --- A �ry 4 A= r x h WHERE r= 1h, 3d COVER B = r x h WHERE r MUST EQUAL 2h, 30' COVER C = JOINT RESTRAINT TO BE IN ACCORDANCE WITH D.I.P.RA - THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE. REACTION BLOCK DETAILS THRUST TO BE RESTRAINED, T (Ibs.) T=2PA SIN I WHERE P 100 P.S.I. PRESSURE AND 100 P.S.I. FOR SURGE = 200 P.S.I. A = GROSS SECTIONAL AREA OF PIPE (in2) OR (36nD') D = DIAMETER OF PIPE IN FT. 0 = ANGLE OF FITTINGS AREA OF BEARING SURFACE AB (FTx) AB= T - SB WHERE SB= SOIL BEARING STRENGTH SOFT CLAY 1.000 D SILT 1,500 SANDY SILT 3,000 =SAND 4.000 o-..�: .-. .. .. . SANDY CLAY 6,000 HARD CLAY 9,000 AERA OF BEARING SURFACE (bued on Band = 4,000Ibs/FT1) .,, .....L, CU COPYRIGHT 1994 BY HELLER-WEAVER AND CATO INC. ALL RIGHTS VSERVED• NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY OTHER MEANS WITHOUT THE WRITTEN PERMISSION FROM A PROFESSIONAL ENGINEER REPRESENTING HELLER-WEAVER AND CATO INC. 3d 50.0 35.3 27.0 13.8 7.0 24 32.0 22.6 17.3 &8 4.4 20r 222 15.7 12.0 6.1 3.1 id 1&0 12.7 9.7 5.0 2.5 16' 14.2 10.0 7.7 3.9 2.0 12" 8.0 5.7 4.3 22 1.1 1d 53 3.9 3.0 1S 0.8 8' 33 23 1.9 1 1.0 0.5 E 2.0 1.4 1.1 1 03 0.3 4' 0.9 0.6 O.5 I 02 0.1 BLOCKING TO BE POURED AGAINST UNDISTURRED TRENCH WALL. CONCRETE 25M P.S.I. REACTION �,�B�LOCK LU EL. n TYPICAL CLEANOUT DETAIL NTS Heller - Weaver and Cato, inc. (167) 243. Mad de Engineers ... Surveyors ... Planners �T 24}977 - F.x Nlt et MM- II NN rnn A (�/l00 nn M �0(r,� U w O LL wUo0 z Om UJ � �1OD< mn V/ r O u� O --�mz Q w = O co�zc� �LLJO - U U O D 1 I i i i i eP f , , r 0 A i I I ,' 51 ep Hh " , r s1 r, Po 2 SP 6H 3. NOTES ,' 3 1. ALL PLANT MATERIAL TO BE FLORIDA #1 OR BETTER. P inquantity. rm e A stine 'Floratam' contractor to determine e St. u u 2. Sod to b1 9- , � (c i 3. All sod and landscape to receive 100% coverage from automatic irrigation system i Mb using approved water source. 1 4. Contractor responsible for all conditions and landscape specifications attached to r N — this plant list. Plan and speciflcations shall be considered Contract Documents. t ~ 5. Mulch, topsoil, and fertilizer to be applied: according to specifications. ' a l I 6. Spinkler heads shall be circuited or zoned in order to promote the conservation of water. + — Sep e 7. System shall be equipped with an automatic rain shut-off device for each zone. IZ 8. Sprinkler heads shall be directed away from impervious surfaces and low trajectory spray nozzels shall be I 2f Z ¢i incorporated.into the system. ' H_0 ^t SP SH sp 9. Irrigation system shall be maintained in working condition at all times. H i J l' 10. Irrigation system shall be operated in accordance with the requirements of water shortages declared for sP ' f Sir. Lucie County by the South Florida Water Management Distract or St. Lucie County. i 8 11. Adjust landscaping in field to screen all backfiow prevention devices from view. • 0o f 3 cH - Pn pf. z P .--. Q✓ � j --- -- — --- �� av r T 'lIVVri► t �C 5 P1� KWL 0 "J4m< vJU SCALE: 1/16" = 1'-0" fNNu�t'f COPYRIGHT 1 © 1993 SLATTFRY & ROOT ARCHITECTS,-P.A. ALL RIGHTS RESERVED A. GRANT THORNBROUGH ►ND ASSOCIATES an scape Architecture and Land Planning 132 North Swinton Avenue Delray Beach, FL 33444 (407) 276-5050 (FAX) 276-8777 PROJ. NO. --w DRAWN Zl q y DATE REV SHEET OF 3 R © 1993 SLATTFRY & ROOT ARCHITECTS,-P.A. ALL RIGHTS RESERVED A. GRANT THORNBROUGH ►ND ASSOCIATES an scape Architecture and Land Planning 132 North Swinton Avenue Delray Beach, FL 33444 (407) 276-5050 (FAX) 276-8777 PROJ. NO. --w DRAWN Zl q y DATE REV SHEET OF 3 R ! i moo-fjf ONE ',r-otz- -cam NUe.'11oH. L �\ • r 1 / _ I � i_ + �xI�INr, %4� nalMS + 4 — � o F a• �I � ° 1 75- N IUY f outoNnfE►=- G��4lasol 4�u i 1C7, 4z"_u8" o,c, l $i' rT -4(, 80-�IUNIf'iKlls GHiPY IS I�LLI�rv�s�l (StUft Ves, ,luMl('Ya) Zv'�NTy I�IIhPn•� � I{Q,C, I 9-GGcoGol3� U�IF (S 1> 6KoP�) � n IZ'Hr� �o'SFIt ! yII�AL.1 FI.II.L. m - M i 2 � a ' 4 0 a m O vt,j�,ALAI l VxtsTiHG P --lPfZY Q ;North Swinton Avenue elray Beach, Fl- 33444 (407) 276.5050 (FAX) 276-8777 �xIhTINb 'P�Il1G �Vi Nh Y vE EN it I £xi�NG H�'E + ,ISnrIC, N�tx,s. �xlllN6 hn�a� PaIrIJ—;�• + 44 4- -J. IfxI h16 t � I o �, lo5-„luNI�RuS �HIlI�Nsl•s �13�u�- v��-t I�u�"�Nl�� l���aP���i✓� + V11516IWTYC + + PROJECT sd - I-IIGizIuM "'Lii rT rc e-bue so,l 13-hccal.�,p U VIfEf'd (S�a Gib' ) r � IsTl►-f`G 54w 'PAI,M£T� U,u M P• i f"`� �'i� �� �• TITLE 'I�zapOsEi� 11�NriF�lca7'1ol-1 �IGTI/>C<£ _ �xIyFIH4 Httul3 Mn� PROD. NO. (� DRAWN Z1.9 DATE No(�T� �1 SIN REV SHEET OF 3 M 1. GENERAL CONDITIONS A. amRa 1. Contractor shall furnish labor, equgtirenl, and materials required to perform all work necessary for the construction m e req P ry of the project as Indicated in the drawings dated and specifications dated Such work includes but is not limited to the following: 9 a. Finish grading of planling areas. b. Planting. c. Sodding (if required). 2. Contractor shall have a competent representative I it a a Ithe ale who shall be capable of reading and understanding plans, specifications, and other contract documents. The nations - write five shall be knowledgeable In all areas of landscape censlructlon in Florida. 3. Contractor shall be responsible for knowledge of the contents of these specifications and the requirements of any accom- panying drawings. B. Ihawincs The drawings and plant lists together with than written specifications shall be considered as one contract document and shall be accordingly read together. The drawings and specifications remain the property of the Landscape Archlled and, if required, shall be returned to him upon completion of the work. The contractor shall keep one copy of the drawings and the specifcationa at the construction site for the use of the Landscape Architect, Owner, and their representatives. C. RRqulrements of RenulatoN Agencies 1. Perform work in accordance with all applicable codes, laws, and regulations required by outhorifin having jurisdiction over such work and provide for all inspec- tons and permits required by Federal, Slate, and local authorities In furnishing , transporting , and Installing materials. 2. Certificates of inspection required by law for transportation shall accompany invoice for each shipment of plants. File copies of certificates with Landcape Architect or Owner after acceptance of material. Inspection by Federal or Slate Governments at place of growth does m,l prelude rejec- Bon of plants at project silo.. D. Protection of Work and Prooertv 1. Contraclr is responsible for maintaining adequate protection of his work from, Injury ar: loss resulting from be execution of this contract. He must make Saod all repairs and replace- ments to be safisfaction of the Landscape Architect or the Owner except where caused by the Owner or his agents. He must provide all safety or prolective measures required by public authorities or local conditions. 2. Existing plant material to remain must be protected by barriers or fences at the drip line surrounding the malarial. No burning, storage, or parking shag be permitted within these protecled areas. Contractor shall notify the Land- scape Architect or Owner of any situation he [eels may damage the existing plants to remain In the normal exe- cution of this contract. Do not proceed with such work until directed by the Landscape Archllecl or Owner. Contractor damaged plants shall be replaced with plants of the same species, size, and quality m those damaged at no cost to the Owner. The Landscape Architect shall determine the extent and value of the damaged plants. E. Changes in the Work 1. The Owner reserves the right to make changes In the work and thereby changes In the cost of the work within the condi- Ions of the orginal contract. All changes shall be In written SUPPLY LENGTHS OF RUOOEE_ HOSE ON WIRE AT TREE CONTACT. TIE SURVEYOR'S ON EACH GUYWII FOR VISIBILITP ♦ SHREDDED CYPRESS MUt ALL DEAD AND IIUURED BRANCHES 7 SHALL BE PRUNED WITH CLEAN CUTS AFTER PLANTING, ALL CUTS OVER 1' DIA. SHALL BE PAINTED. JALL TAGS SHALL BE REMOVED AFTER AL LANDSCAPE APPROVAL. 3` 12 GAUGE GALA. WIRE GUYS SHALL BE USED TO SECURE TREES, USE AMPLE LENGTHS TO ALLOW FOR FUTURE ADJUSTMENTS. GUYS SHALL BE SET SO AS NOT TO INSURE BRANCHING HABIT, MOUND EARTH TO FORM WATERING SAUCER. FINAL GRADE AROUND TRUNK SHALL BE THE SAME AS NURSERY GRADE. rSTAKES SHALL BE 1' t 2- z 30- IN LENGTH. KIN. 24' IN GROUND. FILL 2/3 WITH TOPSOIL, THEN THOROUGHLY WATER. COMPLETE BACKFILL AFTER WATERING. 4' COMPACTED TOPSOIL BASE. REMOVE BURLAP FROM TOP OF ROOTBALL: PLANTING &-STAKING DETAIL - 3"CALIPER &-UREATER "r 'SHREDDED CYPRESSS MULCH PLANT SHALL BE REMOVED FROM CONTAINER SO AS NOT TO BREAK OR DISTURB ROOT BALL. FILL 2/3 WITH TOPSOIL, THEN THOROUGHLY WATER. COMPLETE BACKFILL AFTER WATERING. SCARIFY ROOTBALL TO PREVENT ?DOT BOUND CONDITION. 9 LUnrAt,I tU IUYSUIL. VAbt. PLANTING DETAIL - CONTAINER GROWN SHRUBS form and once accepted, shelf become a part of the contract Cal. - Caliper of trunk measured bur (4) feet above the ground. documents. C.T. - Clear trunk. Measurement from top of root bail to first 2. The contraclor shall not begin any work on extras or changes branching. from the contract document before written approval has G.W. - Grey wood area on pohns between ground level and base r or Owners representative. An been kren b the Owner 9 Y mP Y of trends, work done prior to such written approval may or may ml be HL -Height from ground level to average top of plant. paid for, at the discretion of the er. O.A. - Overall height from ground level to midpoint of current season's grovilh. F. Owners RI ht lo Do Work 9 di S r. - Spread measured across the a forage diameter of loot. P P 9 P O.C. - On carrier. Hodzmtal spacing cin of plants minter to center. The Owner reserves The right, upon IA o (2) days written noltice 010 P.P.P.- Plants per pot. to the Commlor to remedy any neglected provisions of Ledo- Seven (7) gallon or greater container. contract and to deduct the cost of the work or deiklencles C.S.T.-Clear single trunk. from th e he contract mints payments. Container sizes are only guide, Contractor Is r Bible for Y a 9 espon size and quality of plant material as specified. No container G. Surface and Subsurface Obstructions material shall be motbound. Where B&B material is specified, container material will rot be accepted without written It is the Contractors responsibility to acquaint himself wish !i consent of Landscape Architect or Owner. the existence and location of all surface and subsurface structures and Installations, existing or proposed, before C. Odali)y_and Size commend work An damage b the Contracts during the n9 Y 9 Y 9 i. execution of this contract shall be made good at the Contrac- Plants shall have a habit of growth which Is normal for the lots own lime and expense. If subsurface construction or ob- species and shall be free from physical damage, insects or pass, structions are encountered during planling, alternate localionsi, and adverse conditions that would prevent thriving growth. may be selected by the Landscape Archiled or Owner. Measurements specified in the plant list we the minimal sccep- table sizes. All plant materials used shall be true to name and H. Owners Right to Terminate size In conformance with the Grades and Standards for Nursers PJaaIL`Slate Plant Board of Florida, and shall be graded Florida Should the Contractor at any tme fall, refuse, or neglect to No 1 or greater- excepl where noted In the contract documents. comply with the provisions of this conlracl, the Owner Plants shall be graded before pruning. Any necessary pruning or his representative shall without prejudice to any other shall be done afw planting, and with the consent of the land - rights or remedy and after having given seven (7) days soaps Amhilecl or Owner. Plans which do not meal the re- written notice to the Contractor, terminate the contract and quirements will not be accepted. take posession of the premises. The cost of completion will be deducted from The amount of the contract. D. SuGL11lu0ppt I. Coordination of Work No substitutions shall be accepted without the willim consent of the Landscape Archllect, Owner or their representatives. Coofcinale and cooperate with other contraclom to enable Proof must be submitted that the plan] In question Is not avail - the work to proceed m rapidly and efficiently as possible. ! able in the type or size speclOed. The Landscape Architect or 1. Owner shaft determine the nearest replacement. J. Inoection of SitE. Tran,porialion and1. Contractor shall visit the site and Inspecl site conditionsas they exist prior Io submitting bid. All plant material shaA be proecled:Ivalont in possible Injury or 2. No additional compensation nor relief from any obligation breakage of branches. All plants shall be delivered adequately of the contract will be granted because of a lack of covered to prevent windburn, drying, or damage. Plants which knowledge of the site or of The conditons under which can not be planted Immediately shall be adequately heeled In the work will be accomplished. and protected from the drying of sun and wind. AM plants shall be watered as necessary until planling. Slorage period II. PLANTING SPECIFICATIONS shall not exceed 72 hours. All Pains all have their buds tied with burlap strips to remain In place until the tree Is well A. Plant Materials established in Its new location (this may be walved with the consent of the Landscape Architect Owner). Trees moved 1. Plants shall be nursery grown in accordance wllh good by mane or winch shall be adequately protected from chain horticultural practices under climatic conditions simillar to marks and girdling by approved methods. muse of the project, unless otherwise noted. 2. Quantities, sizes, and sparing will be determined by the F. IOLDaGBDn drawings and specificalions. Where discrepancies exist, j the Landscape Archilect a Owner is to be notified for No plant material shall be planed until If Is Inspeled and clarification. Contractor shall be responsible for com- approved by the Landscape Architect, Owner, a their repro - plating installation as called for In the plans, plant Isla, I sentalives. Contractor shall ghre the Landscape Architect or and specificafions. Owner two (2) days notice for Inspection of plant malarial. Inspection may be waived at the discretion of the Landscape B. Abbreviations_ on Plant List Architect or Owner, In which case, the Contractor will still be responsible for complying with all specifleallons- Conlac- B&B - Balled and budapped. Plants shall be dug with a firm for shall be responsible for all inspections of plant material natural ball of earth of sufficient size to encompass that may be required by Stale or Federal authorities and the fibrous root system necessary for recovery of the Inspection certificates shall be submitted to The Landscape plans. Broken or loose balls will not be accepted. Architect or Owner. Rejected material shall be replaced at no E.C. - Egg can. A three (3) or four (4) gallon container. additional cost. Landscape Architect, a1 his dscrelion, may �. G.C. - One (1) gallon container. lag any or all plant material In the nursery, R.C. - Rooled cutting. A cu Ring which has calloused and produced rools. Applies equally to cuttings rooted In a propagation bed or in individual mniatners. I i t. ) i I _L l i i G. Planting Soil Planting soil shall consist of fertile friable soil of a sandy loam nature and shall be derived Irom 50%minimum o amount1 decomposedorganic matter muck or eat and 50% clean sand re ( peal) with no trace of salinity. There must be a slight acid reaction to the doll. Plantingwill shall be Ices from tones la r om s plants, Dote .P clods slicks and other fore �nmaterials which might be a hlnderance to planing operations a be detrimental to good plant growth. Plants soft shall be lied In accordance with the 9 n9 applied Methods of Installatlon and details. H. Mulch Mulch shall be shredded cypress mulch, unless otherwise spec - feed, and shall be IF" of weeds, weed seers, sticks, and other foreign materials. It shall be applied to a minimumilre" 3 h Inch depth, unless otherwise specified, and moistened at the time of application to prevent wind displacement. I. Commercial Fertilizer Commercial fertlizw shall be an organic fertilizer containing equal percentages of nitrogen; phosphoric add, and potash as available plant food by weight, 50%of the nitrogen shall be dadved from natural organic sources. The trace elements of Iron and magnesium must also be present. The minimum analysis acceptable shall be B%N - 81Y6P - B%K. Fertilizer shall be dry, Iran flowing, and delivered to The site In unopened original con- lalners, each bearing the manufacturers guaranteed analysis. If Milorganile with from elements Is to be used, application rates are as follows: Trees: 12 bsJ2'.3" caliper tree Ledo: 4 bslconialner Egg Can: 1 b./container 1 Gal. Can: .5 birJcontainer 4' Pot 25 bsJcontainer Ground Cover Beds: 10 1isJ10e eq. ft. Fertilizer shall be spread before haying mulch and at the above recommended rates, unless otherwise spociled. If plant tablets are called for, they shag be Agriform 20-10-5 formula, 21 gram tablets. Tablels shall be placed -mid -way to The plant ball In the back fill material and at manufacturers rates, unless otherwise specified. J. Water Water is to be furnished by she Owner. The Contractor shall transport in required. K. SOdwhen applicable Sod shall be one year old and of be variety indicated In the plant list. Sod shall be dense, vigorous, and green, with the grass having been mowed at least three limes at a 2"-2 12" height before lifting from the field. Sod shall have a good root development and compact growth and contain no weeds, vermin, fungus, w other diseases. No sod shall be used which is not cariified as being free of the Imported Ore ant. All slicks, stones, and other foreign material l over one Inch In diameter shall be removed from the top 2" of soil. Grade areas to be sodded so that the top of sod will be the finished grade. Solid sod shall be )aid with closely abutflng )olnts with a tamped or rolled even surface. Avoid a continuous seam along the line of water flow in swans. Place sod all right angles to slope. All sod edges shall be neat and even awl conform to the shape of the planting plans, Rolling may be required at the discretion of the Landscape Architect or Owner. If the Landscape Archilecl or Owner determines that bp -dressing Is required aner rolling, dean sand wig be evenly applied over the entire surface and thoroughly washed In. Rolling and lop -dreading shall be done at no extra cost to the Owner. IRAP TRUNK WITH BURLAP. DETAIL A. 3-2' K 4' K 60' BOARDS ON EDGE. MITER ENDS. SET 1.2' 4' x 12' BOARD 120 APART AROUND TRUNK. 'RAP-dl2GAUGEWI D SEI URE BOARDS —'y 2'x 4' x 12' DEADMAN -. / MIX 2' TOPSOIL WITH ' SHREDDED CYPRESSS MULCH 'TOP 6- OF EXISTING X" SOIL. MOUND EARTH TO FORM f .. WATERING SAUCER. 12' 12' ! �� �\ MIN. MIN SEE DETAIL A. ABOVE - 6 '.h . a 4 .12• OOTED CUTTINGS OR r POTS BACKFILL WITH CLEAN SOIL IB' MIN. OR SAND. GROUNDCOVER BEDS -PLANTING DETAIL PLANTING & STAKING DETAIL - SADAL PALMS ALL DEAD AND IN,NRED BRANCHES SHALL BE PRUNED WITH CLEAN CUTS AFTER PLANTING. ALL CUTS OVER I' DIA. SHALL BE PAINTED. \ t\ ALL TAGS SHALL BE REMOVED AFTER FINAL LANDSCAPE APPROVAL - 'ITE RESTORATION N '�4 2-• 11 GAUGE OALV. WIRE GUIIS' he Contractor shall remove all excess material and shall clean up and SHALL BE USED TO SECURE TREES. USE AMPLE LENGTHS TO, estore the site to Its original condition or better. All damage, as a result 9 ALLOW FOR FUTURE ADJUSTMINITS. f work under this Contract, done to existing structures, pavement, ►� GUYS SHALL BE GET SO AS - riV9Ways, paved areas, curbs and gutters, sidewalks, shrubbery, grass, 1,�� HOT TO INSURE BRANCHINg HABIT, 7 ees, utility poles, utility tins, conduits, drains, catch basins, Y P A pipe agstones, rocked, graveled or stabilized areas or driveways and SUPPLY L MOTHS OF including all obstructions not specifically named herein, shall be repaired HOSE ON WIRE AT STAKES SHALL BE 2' K 4't 72' and restored to a condition acceptable to the Landscape Architect or TREE CONTACT. IN LENGTH. MIN. 30' IN GROUND. owner. . IS SURVEYOR'S RIBBO N EACH GUYWIRE FOR VISIBILITY. MOUND EARTH TO FORM WATERING ' SAUCER. FINAL GRADE AROUND 3u TRUNK SHALL BE THE SAME AS OONTRACTOR TO CHECK DRAWINGS AND DATA *-SHREDDED NURSERY GRADE. YPRFS9 Mtn r1 he Contractor shall verify all dimensions, quantities, locations, 4 r iaterials and details shown on the Drawings, supplementary drawings, a chedules or other data received from the Landscape Architect, and shall —1 9 -HIN NfN f- FILL 2/3 WITH TOPSOIL, THU r otify him of all errors, omissions, conflicts and discrepancies found II .+ THOROUGHLY WATER, CGMPLITE BACKFILL AFTER WATERING, t erein. Failure to discover or correct errors, conflictions or UIP=' 4 •It�� iscrepancies shall not relieve the Contractor of full responsibility for III Pllh plf filth 111`%RIII I nsatisfactory work, faulty construction, or Improper operation resulting 4' COMPACTED TOPSOIL BA E t erefrom nor from rectifying such condition at his own expense. He will REMOVE BURLAP FROM fy g pe - TOP OF ROOTBALL. r of be allowed to take advantage of any error or omissions, a^ full i istructions will be furnished by the Landscape Architect or • :er, should ny error or omissions be discovered. All schedules are gig or the P1,ANTING L GTAKING DETAIL -TREES Wj$ TJIAb_YUWIEg onvience of the Client, Landscape Architect and Contrack, d are not uaranteed to be complete. C SnHing Tracts and th rhs L. Seed (where applicable) All Imes and shrubs are to be planted plumb on four (4) Inches Gress seed shall be of the mlxluro called for In the plant list. planting soft and centered In the planting hole so as to give the II shall be a standard grade and of the current or Iasi years best appearance in mialion to adjacent plants and structures. i crop. Seed which has become wol, moldy, or otherwise damaged - Tr ees over ten (10) leaf in height shall be planted directly on willme In unopened packages with not Seed mast W dope P B ars the undisturbed au rade. The finished grade i I s a lave of the ant 69 9 P alter settlement shall be the same as that at which the plant guar. t the.producets guaranteed analysis attached. Weed seed conlonl the u Before any n9• 9 shall anti the round shall not exceed 0fied was grown. Rootballs on container Town material shall be 9 B be plowed a scarified to a depth of at least 4' and shall be raked to eacreffced to prevent a rocl-bound condition. When the plan) and smoothed evenly to establish a Mel grade. All sticks, and holes have been backfilled approximately 2/3 lull with planling other foreign material over one Inch In dlameler shall be re- sell. water thoroughly, saturatng roolball, before Installing moved. contractor shell use the H dromuloh ending method and Y 9 remainder or anon soil to 1 of hole eliminating all air W 9 oP �', supply all material and equiptment necessary to perform the pockets. After seltemeni add planling soft to the level of the finished grade, allowing two (2) Inches for mulch. Form a specified work. Seed shall be applied at a rate of 2-3 pounds per 1000 aq. ft. (90-100 bs./ace). Mulch shall be'Sllva shallow mucer around each plant by lorrning a ridge of soil along Ftbef processed wood fiber or approved equal and applied at the - the edge of the planting We. All Sabah oalmeHo are to be planted In sand. Walor all plants immediately slier planling. rate of 50 lbs./acre. All materials shall be uniformly blended In an agitating system using dean water and applied unNormly D PJLdDB at the rates specified. Contractor shall be fesponable for proper watering of the seeded areas In order to avoid runoff, for keeping the ground moisl until the grass Is established, and Remove dead and broken branches from all plant material. watering for proper growth until the work Is accepted. Conlrac- Prude with sharp Instrument flush with trunk or branch for shall repair erosion caused by excessive rainfall or watering se as to leave no stubs. Prune to retain typical growth habit of the particular species. Paint cuts over 3/4' In diameter with at For extra cost to the Owner. Any areas which are damaged or . a waterproof antiseptic tree paint. do not germinate within the Orel Ihkty (30) days shall be ' re -seeded and maintained until grass is established. Grass E. Slaking and Guyinm shall be vigorous and healthy and coverage shall be of tonal 95%prior to Mal acceptance. Slaking and guying of trees, except where specified, is an option Ill. METHODS OF INSTALLATION lobe used by The Contractor, who will be responsible for ma1- erlal remaining plumb and straight for all given condiUms A� through the guarantee period. The Landscape Architect Owner, or Owners represenlaTive may require that a tree or treed be Locaton of plants and layout or all beds are Indicated on the staked or guyed If The tree(s) are obviously unstable or pose a plans. Plant locations are to be slaked In the field by the threat to person or property If they should fall. Tree support, if Contractor. Landscape Architect or Owner will check staking of required by Landscape Architect or Owner, shall be done plants In the field and shall adjust to his "Alsfalion before according to slaking details provided. Slaklrp and guying shall planting begins. Where surface or subsurface obstructions are be done at no extra cost to the Owner, No method of support will encountered or where changes have been made In construction, ! be perrnitled which causes physical damage to the plant. Any necessary adjusimens wll be approved by the Landscape method of slaking or guying mi shown must be approved by Architect or Owner. tie Landscape Architect. B. Excavation for Plan Ina F. Mufoblm Planting holes shall be excavated to a minimum depth of lour NI had and shrub beds shall be mulched Immediately after. planling to a Iwo (2) Inch depth and thoroughly wetted down. (4) Inches deeper than the depth of the root ball except for Irma over 10 feel In height (see suction III, C). Holes shell be a Un)ess otherwise specified, the following configurations will minimum of six (6) Inches greater bi diameter than the root ball apply' for shrubs and eighteen (18) Indhue greater In diameter for Trees and Palma: diameter ring used. Depth of planting holes shwll be measured from finished a Hedges: wide beds 3' grade. All existing vegetation, Including tied, shall be complete- ty removed from all planting beds before planling. Four Inches of Shrub masses continuous bed extending 2' outside planling soil shall be Incorporated Into all planling beds for of plants, In configurations shown on rooted cutlings. Where applicable, planling holes for all trees, shrubs, and groundoo shall be excavated through any compar plans Ground cove beds: entire surface (mulching of certain ten building a e or r road rock to undisturbed clean emove or dean ground cover plants may be waived excess sand fll. All excess excavation material shall ub removed from c shall G. by Land Architect �� ) Einlsti Grades the site by the Contractor. Holes shall be back -Oiled with plans- Ing soil as de fined in Section 11, G and as shown In details. The following Is aguide for planting soil quantities: 1 Finish grades for all sod areas alter settemenl shall be 12' below by of adjacent curbs, walks, walls, and Trees - 10' I ht. . 9 cu. ft. 6 Trees - B cu- ft. abutments. 2. Finish grade of all ground cover beds after mulching and Lerio 1 cu. ft. settling shall be 12" below finish grade of sod, adjacent Egg Can .5 cu. ft. curbs, walks, and walls, Gallon Can R 3. Finish grading shall Include the removal of all surface c 4' Pol .125 cu. . R. rock and other debris that prev ante a smooth level surface. Ground Cover - 4" mixed into antra bed H. SiIRa01t1 Quantities of planling sell needed may be greater If excavation of building nubgrade a roadrock le necessary. All areas shall be kept dean and artery es the work progresses. Upon completion of planling, all excess deleterious materials and debris shall be removed from the site or disposer of an directed by the Landscape Architect or Owner. All laps and ribbons shall be removed from Iran and shrubs. i PLANT LIST 7/21/94 OCEAN HARBOUR TOWERS KEY QTY PLANT & SPECIFICATION PALMS CH 3 Chaer(terops humilus (European Fan Pa m) 5'-6'ht,., multi head specimen PU 2 Panda!nus utilis (Screwpine) 16' Fit. multi -head specimens w/ py amid i form S P 150 Sabal palmetto (Sabal Palm) full,heavy trunks, slicks. hurricane c,ut or installation, each cluster to include staggered height palms with minimum 4'-5' ht differential between palms:example - 15'-20'-25' ht palms in each cluster TREES CU 22 Cocoloba uvifera (Sea Grape) 10' ht.,' 6' spr., full, B&B, 2" cal., 5c t. HS 5 Hibiscus spp. ' Seminole Pink' (H')bi cusStandard) 6' ht., 4'spr, 3' c.t. standard IC 10 Ilex ca$sine (Dahoon Holly) 10' nt.,15' spr., full, 1.5" cal., T c.t., container grown LL 18 Ligustrum lucidum ( Ligustrum tree) 10' ht.,l 8' spr, 4' c.t., B&B, multi -trunk free type MG 8 Magnolia grandiflora (Southern Magnolia 10' ht., 5' spc, full, 1.5" cal., 5' CA., container grown QV 22 Quercus virginiana (Live Oak) 10'ht., 5' spr, full, 1.5" cal., 5' at,, container grown EXISTING / RELO;CATED TREES AND PA MS EQV 3 Existing live oak to remain in place ESP 28 Existing Sabal Palms to be relocated (25) nd to remain in place (3) RSP 25 Relocated Sabal Palms SHRUBS, GROUNDCOVERS, & ACC NT CC 8 Cycas Circinalis (Queen Sago Palm) 7 -8' ht T 8' CEB 259 spr, full Carissal"emerald blanket" (Dwarf Carfssa) full 3 Gal., 24" o,c. CR 2 Cycas rOvoluta (Dwarf Sago Palm) 42" spr.ispecimen DO 141 Nerium oleander'Dwari' 24" ht., 4" spr, 24" o.c., HB 153 Hibiscu, sp. (Red flowered) 36" Fit., 2' spr., E.C., 30" o.c. JBV 185 Juniperus'Blue Vase' full 3G, ?4" o.c. JP 159 Junipergs parsonii full 3 gal.,18" spr., 24" o.c., full LH 343 Ligustrum Lucidum (Ligustrum Hedge) 24" Fit., 24" spr., 30" D.C. MC 88 Myrica cerifera (Wax Myrtle) 4'-5'ht., full, min 7 Gal., 4' o.c. NO 161 Nerium oleander ("Calypso" OleandeF ) 7 gal., 4' 5' full shrub., 4' o.c. PTV 283 Pittospo um tobira variegatum 20" spl:, 20" ht., 24" o.c., full 3 gal. RI 4 66 R h' a lol� leis in i p p d ca (Indian Hawthorn) 20" spr, 20" ht., 24" full o.c., 3 gal. ZF 5 Zamia fuifuracea (Mexican Zarr min 30" s(pr., min 1 OG, specimen 1, Mainiana A maintenance period shall begin) nmedialely after each plant Is planted and shall continua until all planting has passeda final 1 -Inspection and acceptance. Mali tonance of new planling shag consist of watering, cultvating, •reeding, mulching, reslaking repairing end lightening guys, :eseltin tents to r ales Pa 9 9 99 Y 9P PM,.g -and positions, removal of dead materials, restoration of planting r maintaining an banters a lances end an diner sauce , m n ng y y necessaryoperations. An damage created b the plan oP 9 Y P. g A. GRANT Y operation shall be repaired promptly. All trees and�lyier B&B {.j j} }�Q r T(� j-� --material shall be deep watered for a period of W Is lw TI loll IUROUG 1 -one (21) days alter installation and at least once ry oth da dad the 2, da period. [D ASSOCIATES Y n9 ( ) day �✓�v IV. FINAL INSPECTION AND ACCEPTANCE L ndscape Architecture A. Inspection of work to detefmim completion of contract, bu and Land Planning .exclusive of the replacement of planl materials under the -Warranty Period, will be made by the Landscape Architect or Owner at the conclusion of all planting and at the written request of the Conlreclor. B. The Contractor will be notified by the Landscape Architecl or Owner of the acceptance of all plant material and workmanship, exclusive of the possible replacement of plans subject to Warranty. V. WARRANTY PERIOD AND REPLACEMENT A. The Contractor, as pad of this contract, shall guarantee all 132 North Swinton Avenue materials, workmanship, and plant materials for a period Delray Beach, FI 33444 of twelve (12) months from the time of Mal acceptance. 'Exception: sod shag be guaranteed for thirty (30) days. (407) 276-5050 Guaramee shall apply to the position, health, shape, condition, FAX 276-8777 and specified size and quality of all plant material. B. The guarantee shall be null and void for plant material that s damaged a dies as a result of freeze, hall or hurricane force winds, provided the material was property planted and - In a healthy growing condition prior to such acts of Nature. C. The Contractor shall not be held responsible for lailurn due • to neglect by Owner or acts of vandalism during be Warranly Period. D. During, or at the end of the Warranty Period, any plant that Is dead or not in satisfactory condition, as determined by the Landscape Archilecl or Owner, shall be replaced by the Cont- ractor at no cost to The Owner. Subwquenl replacement costs shall be shared equally by The Owner and the Continclor, should the replacemem not survive, unless the planl(s) have not been planted In accordance with previous specifications as determined by the Landscape Architect or Owner. All rei mans shall be furnished and planted as spVciOed herein. E. The Warranty Period for replaced. plant material shall commence on the dale of acceptance of the replaced Ilem(s) of plant material. r ` VI. ADDENDA ' All addenda apply to seclion(s) specified In the contract documents and therefore are to be considered a part of the contract. r PROJECT OCEAN HARBOUR TOWERS HUTCHINSON ISLAND,. FLORIDA TITLE PLANT LIST' AND SRECNIGATIOt' S PROJ. NO. j2 G DRAWN ?1•gq DATE REV SHEET OF 3 ?2''�� I' i 1o46. -_,� O O 7 U e J / �C PIS � _ + to d L- \ i CLUBROOM I \ I � I ;L g! r. L C i`gTEs � � 2 Ai CBS watts to receive approved R- 3 i mh InvAotion, wood r stud walls to receive R-' bait isuAation and aU ceiUrgs to receive R-''�t,::l nsulallon for all conditioned spaces. I Constrx6on shall follow the Gjr's+-Ili •Kc� V,a}ii.iJl `�4 ii� 41 D Instal plaster slaps aroud perFneler of all areas where all applicable local bd!d'ng codes, plaster obvls other malerlat. Stops stall :.e carefully mitered A 2 Gem at contractor to verify ap d'mmsl«u and condfilons, at all corners. --_ and report any doscrepxnciss to the ardJtect. % Cue all stucco with log sprayed water for several days after 3 All concrete colurrs, beams. and tie bearrs to b,_a a nli-cr.un opp8cation. stength pf 3.000 PSI at 28 days. S N gypsun woMoard to be screw of Aed as per to G7Psun G AU reinforcing steel shalt be gads Construction hhrdbock 2nd Edition. S FootIN deslgh based on assumed bearing capacity of 2500 PSF. 16 Al bathrooms to receive water resistant gypoun wallboard. 6 Contractor to. field vises site to dotermi-s actual field conditions. 17 MmpkKNor. technical chlordane, or other approved demicais _ 7 AB wood rafters and beams shall have a n* m.m stroryGh of shah be used In concentrations as par rrarufocl-�ers pL!'--had Fb • R00 PSI. "IrWlms In corrpUance with EPA regitat". a All exposed melds - bolls, screws, etc. to be gatvonhed. 8 Elevations are taken from a assumed daf m of 0'-0' 1.Tof A CauH and Baal all wMow and door opunhgs. Seal Ants finished fkwr slab. between dlssiriian materiab as regi•ad. 9 Provide recesses as req.4ed far off exlrxlor dart (vestry 21 All domestic hot water piping shod be Irw-Haled with V2' - with muxAachrer ). tick fiberglass pipe isviation. D Wrdow and door syhpUer to coordinate with architect and 21 Fireslops shall be placed In all Interior - exterior walls so and field verify all openig sizes. that to maximum concealed space does not exceed 8'-0' t These pions are drawn and noted to curpty, with to buildig 22 Truss brocirg refer to Bracig wood trussed envelope energy req rrents of to Florida Model Energy Code. .Cam Ivry and recov"mr lotions B W T - 76. Contractor shall fomillwize hirsetf with the governkg Code in - ik entirety and bold in accordance with all provisions cf tie 23 Code which may not be specUkatly addre sed on its plans and notes. - 1 Q2'r�5p- -- -ram--_ I \ ;MEN i S1 L r C:-U iTY 3UIL,7➢ 1(3S DIVISION EIV� WED FOR O/� NNCCE FLOOR PLAN 4:"_C�jL) NORTH B ---- mm;9 0 _ .__ _ - - _ APR 2 0 191*5 PERMIT i t C'PYRIGHT h 1993 SLATTERY & ROOT ARCHITECTS, P.A. ALL RIGHTS RESERVED 1 REVISIONS er J OMM Is. Q Q w ser c z o C Q cn LLJ z U a GENERAL NOTES - FOUNDATInry PLAN: Floor slab sha., e poured concrete slab with 6" x 0/10 w.w. mesh on .004 visqueen (or equal) on clean well tamped'' sand fill (vibro compacted). Poison soil. All beam and column concrete shall have a min. st, F.S.I. @� 28 days. All reinforcing steel shall be grade 40' 'Footings design based on assumed soil bearing capacity of 250 P.S.F„ contractor to verify.=a' P x All wood in contact with concrete or masonry shall be pressur =treated. 01 Elevations are taken from an assured datum of ± 0'0" top of', "finished floor slab. Pill placed within 5'0" of the construction perimeter shall consist of c can well graded sand placed in 12" lifts (maximum) and vibratory compacted to achieve a minimum of 95% modified'"'' 1�1proctor AASHO-T180. 11211rovide recesses as required for all exterior doors (verif ith manufacturer). � k ' r 1 x.4�r1. l �'a R� A�.tiY N..nay d"fw."LFeOx�IA .hi *ONOLITHIC FOOTING PREPARATIONS N 1. After a standard cleaning and grubbing has been clSm�i a V J and approved, apply a vibratory compactor with a minimum of four passes to the existing ground. 2. Check the density of existing ground to insure minimum,., density of 950 of modified proctor has been reached from top of exist.'o, iroun.? to t'_epth 2' below grade. 3, After existing ground reaches minimum density of 95%. fill shall be placed in 8" lifts and compacted to achieve 95o modified proctor. Fill shall be clean sand free from deleterious material ry� t n S Yr 104 :e(¢' •wx�sees�a?�D t�tstslpr�Y�w�vi��rwna��w mLe�.�I�IfAR1lA '!� Ind' r, R11VIS10rus er MO CO FM O `I T N r7 rn O � iCD 0 r� 06V W J u W ¢Z_ U oW oCr u_ Q Q z c� Q OU Q� J <m Q ma rA Q 1 s v % Z a mow, O "...,.. �s DRAWN 7 _ J SIFAIE x.., CA IN - COPYRIGHT 1993 SLATTERY & ROOT ARCHITECTS, P.A. ALL RIGHTS RESERVED J v "��i;, i I � . , ,, -i , - -iiiJ� �,� � .� , - , , , , Ii, � , � � , -e. `ir�..11 , - "; " " , " ,, , � " i, i , , I : I I i i -, , � , I " I" I I i -1: I I � I - III I � I i I � I n , 1 1 , I . 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I - , ,,,,�, 4kf":,�� � _ " , � Ai - � I 1'�"",* �� E., -, I I -, r, � � � "e"riti,"i' - f e4y , 4�1 , 1�4, � "i", ' , 11 I 11, OR �l T'f,,I.�, , ii, - , i 4i� -I', � I " ,I � � xi, , " , - -, - ", ., � , it"", , ,e'ii,� � " it "o "' 1,�, " - I , 11 vl'_14� i �,_�,,�, I I I �-� Ili; ii,il ii�l ", - 4"i , & I ,,,� 'I � No vli� -,a��- I �i " - L_ 1� , - , 11 ,,,, , , ,. - ,�; I ill 1[1� I I - I I- ,� , - :::: ..... - " "I I � � _., " " �f�p, � ,-_ . %I , I ,,, � it I "N , , � .- �. I � , I I - � � I ,' I If I", , � r�,j� �,, , ; , a .l_.,vl' i ", !" "' . � � 11 il�, I I � I .1 I I I"p p I 1,_mi " "I i" �ii 11 , '' i, i- - � - i I"', , I I i�. el _ I , "', it , 11 � " ,� * � � 11 Ae k",, I _Wte, il, I i A I a " ,_,� 'i V, ;i, I 1, �l r L � I'll", I L", &M. t �iil, i I't I , y & HOOT ARCHITECTS, P.A. ALL RIGHTS RESERVED .... � RE INTERIOR ELEVATIO 770 7" PON ee ov ".0 t �W 0 g LF 0 loom C\l (Y) Ce) va & Lo o 0) r� co I-- 0 Fm 00 06 U uj >. FEEE CC or Z LU O J< G Z Z: 0 C) < C) 0 co CL 7 7j 47, CHIECKIEL:) OWN DATE ..... . . . . . . . • 7/1GJ 14- N,� sc �n, "0 JOB rtj WOMENS RESTROONA 1993 SLArm0y & 000f ARCHItE(tTS, P.A. ALL'rflGHTS RESERVE[ "VV a. rt Vr d �r b 2'X4' (3) lamp, fluorescent lay - lens. Switch inboard and outbo ka Lithonia #2GT series Metalux #2G series Lamp: F40SP35/RS/WM= Al. 2'X4' surface mounted (4) lam; Lithonia #SC series -Metalux #WB series -Lamp: F40SP35/RS/WM 4' wall mounted (2) lamp fluon Lithonia #WC series Metalux #BC series .amp: F40SP35/RS/WM surface mounted fluorescent 'Lithonia #C series �'Metalux #SS series r Lamp: F40WW/RS/WM D: 6" round recessed down light w housing. Lithonia # R04A/LICS Lamp: 150R/FL Self —powered exit light with wh ''red letters and lead calcium b. Lithonia #LQM—EL series Lamp included 40 F. A self-contained (2) light emei „calcium batteries. 'Lithonia #ELM series ;Sure—Lites #CU series Lamp: included .' surface mounted (1) lamp fil diffuser. Lightway #TW13 Lamp: F13DBX23T4/SP35 A 6" round recessed fluorescer reflector and IC housing. Halo #H274 series Lamp: F13DBX23T4/SP35 k W. kt' r �' f 5 .� 4 451 V,. yr, { Y % �y e. 1 j AY xy k tx i r w it h`r µNY, ,"p tvP 't tt > e 5 4 L {.q r u ^t r p yn t k R� Y r hlr� f sr . .d rFnl v v' �n 5 h g5 n4.' m y, k. S'NA hu 04 .... r .�.ner,�„ r ... ..,..en... a .,4 r.n9 ,r ..S. au.,.. fn.,. a dray Rung >r x.x•,. b. iE"yh +5. } 9."a�. ...... a ..low N ' as- �j„ u 4 '9n ' _ n r ��r. sfi ndW*Oak ':'1iJ%iiT 'i}� Y 7 �"`'�''"'L`P a, �,:n`.. W "1 ` Nod +�.- INLETS •ND •'�v' "3;7y„` �Y A...ti ALtii'VAF _IZ �:Z,Tmltljv I CFM NECK SIZE ACCESSORIES REMARKS' I C M,04==L"T 6"0 TRANSITION COLLAR AL ALL ALUMINUM CONSTRUCTION, • OFF—WHITE ENAMEL FINISH OF • `� '1i $ € �O�� SHOWNON PATTERN ® • • ao'u�,r�a 'e' 5 k- • •TRANSITION 10"0 TRANSITION COLLAR METAL*AIRE MODEL RH ALL ALUMINUM CONSTRUCTION, STANDARD OFF—WHITE ENAMEL FINISH • !� r " DX AIR CONDITIONING UNIT SCHEDULE INDOOR UNIT: DESIGNATION V' — AHU-1 MANUFACTURER TRANE MODEL NUMBER TWE120B TOTAL COOLING CAPACITY — MBH (DX COIL) 0 ARI 121,614 SENSIBLE COOLING CAPACITY — MBH (DX COIL) ® ARI 82,717 ELECTRIC HEAT — KW / NO. OF STAGES 11.52/1 FAN CAPACITY — CFM 3600 O.A. — CFM 750 EXTERNAL STATIC PRESSURE — IN. H2O (AVAILABLE) 0.50 FAN MOTOR HORSEPOWER 2 FILTER — TYPE / EFFICIENCY (FARR 20/20) XX MAX. FUSE SIZE 80 F.L.A. P 10.4 VOLTAGE / PHASE 0/1/60 OUTDOOR UNIT: DESIGNATION CU-1A CU-16 MANUFACTURER TRANE TRANE MODEL NUMBER —� TWR160C TWR160C E.E.R. / S.E.E.R. 10.2 10.2 NO. OF FANS 1 1 NO. OF COMPRESSORS 1 1 REF. SUCTION LINE (in.) 1-1/8 1-1/8 REF. LIQUID LINE (in.) 3/8 3/8 ------------------_.- MAX FUSE REQUIRED (AMP) 50 50 VOLTAGE / PHASE 240/1/60 240/1/60 REMARKS i 1Q 1Q REMARKS. 40 XXX ` i r .'pi:7 .. AHU-2 TRANE TWE060A 55,900 36,700 5.76/1 1750 375 0.50 .75 XX 40 6.5 240/1/60 CU-2 TRANE TTR060C 10.15 1 1 1-1/8 3/8 50 240/1/60 AIR VENT .. JOSAM #88950 2" PVC VENT AS REQUIRED FOR DUCT 24" CONNECTION N n i U IM ® P NO • ■ SCHEDULES & DIAGRAMS HN.A.C. S"' 1 F - NIS FVol BRANCH DUCT PROVIDE 1" INSULATION WITH VAPOR BARRIER ON ALL METAL SURFACES EXPOSED TO NON AIRCONDITIONED SPACES CC AI A K I T CY 10 mmij, .. m DUCT SQUARE TO ROUND f I TRANSITION COLLAR I NYLON SELF-LOCKING CLAMP i CEIrLING� 'r `"' AIR DISTRIBUTION DEVICE NOTES: 1. ALL HORIZONTAL RUNS SHALL BE ATTATCHED TO THE BUILDING STRUCTURE. 2. HANGERS SHALL BE MINIMUM 1" WIDE AND SPACED NOT MORE THAN 4'-0" O.C. 3. HANGER STRAPS SHALL NOT COMPRESS OR RESTRICT THE DUCTWORK. 4, PROVIDE HANGER STRAP AT ELBOWS DOWN TO AIR DISTRIBUTION DEVICES AND AT ALL BENDS GREATER THAN 45 DEGREES. 5. FLEXIBLE DUCT SYSTEM SHALL BE MECHANICALLY ATTATCHED AND SEALED TO THE RIGID DUCT SYSTEM IN ACCORDANCE WITH THE FLORIDA ENERGY EFFICIENCY a CODE FOR BUILDING CONSTRUCTION - 1993 EDITION. 5 `�4 krtl L. - 0 OPPOSED BLADE DAMPER AS SPECIFIED PROVIDE 10 INSJLA11ON KITH VAPOR BARRIER ON ALL ------- -- (META[ SURFACES EXPOSED TO NON AIRCOND111ONED SPACES C£,'.L1NG "'We' n ; AIR DISTRIBUTION DEYICE „ ; ` F . . TSEE SCHEDULE oll r VERTICAL RETURN AIR IR GRILLE DIAGRAM —h3 N3 SHALL I kk U+ Yx a•' ,��y � ��� � � � , x '—`] 'A LJ,_e �I n 1. LOCATE TRAP AS TO, SO BE ACCESSIBLE FOR CLEANING. 2. HEIGHT SHALL BE EQUAL TO AIR HANDLING UNIT TOTAL STATIC PRESSUR . 3. 1/8" DRILLED RELIEF HOLES. MINIMUM OF TWO (2) PER CAP. SEE NOTE #3 00 FLOW SEE NOTE-- . PIPE FULL SIZE AIR UNIT DRAIN CONNECTION 3/4" I.P.S. OR 1" COPPER MIN. FAN COIL UNIT t ✓ I x I i S.A. DUCT FROM- AHU-2 CEILING STRUCTURE RETURN AIR PLENUM WALL SUPPLY AIR DUCT NOTE: SHEET METAL DUCT IN MECH. RM AHU-2 ------------ S.A. DUCT FLEX —CONNECTION HEATER SECTION REFRIGERANT LINES a 1) CONDENSATE DRAIN WITH TRAP RUBBER & SHARE VIBRATION ISOLATORS, ® EACH CORNER,, O PROVIDE SMOKE DETECTOR IN THE R.A. DUCT PRIOR TO THE O.A. CONN., FOR AUTOMATIC SHUTDOWN OF FAN UPON DETECTION OF SMOKE. Daly Gonzalez -roup Inc. 12995 S. Cleveland Ave. Suite 287 Fart Myers, FL 33907 813-939-5814 FAX (813) 939-5660 Consulting Enaineers These controct documents represent a portion of a complete design which t It of our knowledge, has been prepared in compliance with applicable minimum Iding codes, The use of these plans without the consent of the engineer of n prohibited. Alterations to the design as shown on these plane is only allowed tten authorization of the engineer of record. Copyright 1994: Daly Gonzalez Group, All Rights Reserved _�R `++. ,�1=r�s' .'•1�,«r �adla-i;'Yv4p e1%"' •;+ %� .ruH� +vs!N t REVISIONS BY 4-4-95 0 CLIENT REV. G.E.J DRAWN G.E.J. CHECKED J.E.G. DATE 7-11-94 SCALE 1 /4"=1'—O" JOB NO. 94061.000 SHEET H3 3 OF :. GENERAL PLUMBING NOTES 1. IN THE PREPARATION OF THESE PLANS, THE ENGINEER HAS 10. BURIED PIPING NEAR FOUNDATION SHALL BE INSTALLED IN RESORTED TO THE USE OF CERTAIN ABBREVIATIONS, ACCORDANCE WITH SBCCI STANDARD PLUMBING CODE INSTRUCTIONS CONVENTIONS, AND SYMBOLS, THE MEANING OF WHICH ARE ON PROTECTION OF PIPES. ILLUSTRATED AND EXPLAINED WITHIN THE LEGEND. 11. P.C. SHALL PROVIDE ALL STRUCTURAL MEMBERS, SUPPORT 2. PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO BRACKETS, FLASHING, HARDWARE, ETC. REQUIRED TO INSTALL A, INDICATE CAPACITY, SIZE, LOCATION, DIRECTION AND GENERAL COMPLETE SYSTEM, ARRANGEMENT, BUT NOT EXACT DETAILS OF CONSTRUCTION. THE FACT THAT ONLY CERTAIN FEATURES OF THE INSTALLATION ARE 12. EACH FIXTURE SHALL BE PROVIDED WITH AIR CHAMBER, OR SHOCK INDICATED MUST NOT BE TAKEN TO MEAN THAT OTHER FEATURES ABSORBER WHERE SHOWN, TO PREVENT WATER HAMMER. WILL NOT BE REQ' D. 13. P.C. SHALL VERIFY ELEVATION OF UTILITY CONNECTIONS ON 3. THE P.C. SHALL VISIT THE PROJECT SITE TO STUDY AND SITE PRIOR TO COMMENCING WORK. FAMILIARIZE HIMSELF WITH EXIST. INSTALLATION DETAILS AND CONSTRUCTION RESTRAINTS IN ORDER TO DELIVER A COMPLETE 14. PROVIDE CHROME PLATED ESCUTCHEON PLATES AT ALL EXPOSED AND FULLY OPERATIONAL INSTALLATION TO THE OWNER. WALL PENETRATIONS AND CLG. PENETRATIONS. SUBMISSION OF A BID SHALL BE INTERPRETED AS COMPLIANCE WITH ABOVE. 15. PROVIDE CLEANOUTS ON SANITARY LINES AS REQUIRED BY CODE. 4. THE P.C. SHALL COORDINATE WITH THE OTHER TRADES TO INSURE 16. UNLESS OTHERWISE NOTED P.C. SHALL PROVIDE ALL CUTTING AND THAT EACH TRADE SHALL HAVE SUFFICIENT SPACE TO INSTALL PATCHING REQ'D. TO INSTALL HIS WORK. FINAL FINISHES BY THEIR EQUIPMENT ( DUCTWORK, PIPING, ELECTRICAL WORK, G. C. ETC.). 17. ALL PIPINC PENETRATIONS THRU ANY FIRE RATED ASSEMBLY 5. IN GENERAL, ALL PIPING SHALL BE RUN ABOVE THE CLG. UNLESS SHALL BE MADE AND SEALED IN ACCORDANCE WITH A UL LISTED NOTED OR INDICATED OTHERWISE. SYSTEM. THE PENETRATION SHALL BE FIRESEALED IN ACCORDANCE WITH S. B. C. C. I. STANDARD BUILDING CODE, CHAPTER 10 USING 6. VERIFY ALL DIMENSIONS FROM ARCHITECTURAL PLANS AND FIELD A UL LISTED SYSTEM FROM THE 1993 UL FIRE RESISTANCE DIMENSIONS. DIRECTORY. 7. ALL RISES AND DROPS IN PIPING ARE NOT NECESSARILY SHOWN. I I 8. THE PLUMBING SYSTEM LAYOUT SHOWN ON THE DRAWINGS IS PASED ON THE ORIGINAL CONTRACT DOCUMENTS AND FIELD OBSERVATIONS. THE P.C. SHALL SURVEY THE EXIST. CONDITIONS TO DETERMINE ACTUAL LOCATIONS OF PIPING. 9. PROVIDE STOP OR ANGLE VALVES ON EACH WATER CONNECTION TO EACH PLUMBING FIXTURE. PLUMBING ABBREVIATIONS AFF ABOVE FINISHED FLOOR HW AP ACCESS PANEL JR BOT. BOTTOM LAV CLG CEILING MANUF. CONN CONNECTION MAX CS CLINIC SINK MECH CW COLD WATER MIN DWG DRAWING MTD E.C. ELECTRICAL SUB --CONTRACTOR NFPA EL ELEVATION P. C. ELEC. ELECTRICAL PDI EXIST EXISTING REQ' D. FA FROM ABOVE SBCCI FB FROM BELOW FCO FLOOR CLEANOQT SK FD FLOOR DRAIN U. L. FL FLOOR VTR F. P. C. FIRE PROTECTION SUB -CONTRACTOR WC FURN FURNISH(ED) WH G. C. GENERAL CONTRACTOR W/ GPM GALLONS PER MINUTE W/0 H.C. HVAC SUB -CONTRACTOR HOT WATER JANITOR'S RECEPTOR LAVATORY MANUFACTURER MAXIMUM MECHANICAL MINIMUM MOUNTED NATIONAL FIRE PROTECTION ASSOCIATION PLUMBING SUB -CONTRACTOR PLUMBING AND DRAINAGE INSTITUTE REQUIRED SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL SINK UNDERWRITERS LABORATORIES VENT THRU ROOF WATER CLOSET WATER HEATER WITH WITHOUT ELECTRIC WATER HEATER SCHEDULE NO. MANUF. / MODEL GALLONS (STORAGE) RECOVERY GPH ® 40' RISE ELEMENT WATTS ELEC. CHAR. REMARKS WH-1 LOCHINVAR / ESB030KK 30 46 4500 240/1 PLUMBING LEGEND SYMBOL DESCRIPTION NEW PIPING (HEAVY LINE WEIGHT) SANITARY, SOIL OR WASTE SEWER —W - - - - - - - - VENT DOMESTIC COLD WATER — DOMESTIC HOT WATER SUPPLY DOMESTIC HOT WATER RETURN —DQ— GAIE VALVE BALL VALVE PIPE TURNING UP —U ED PIPE TURNING DOWN ,. PIPE CONNECTION AT BOTTOM v OF MAIN DIRECTION OF FLOW IN PIPE SLOPE PIPE IN DIRECTION OF ARROW WATER HAMMER ARRESTOR W/ BALL VALVE ® FLOOR DRAIN O FLOOR CLEANOUT —� WALL CLEANOUI o-++ HOSE BIB -'i CLEANOUT TEE JIL VENT THRU ROOF SS1 SANITARY SEWER RISER REFERENCE DOMESTIC WATER RISER REFERENCE DW1 GENERAL SYMBOLS PLAN OR DETAIL NO. �- — SHEET NUMBER ELEVATION LETTER SHOWN ON SHEET NO, ---SECTION NUMBER w SHOWN ON SHEET NO. DIMENSION LINE 1 DETAIL NUMBER 1 WITH SHEET NO. Ai COLUMN NUMBER OR LETTER KEYED NOTE NUMBER O Qj REVISION NUMBER e CONNECT TO EXISTING 8 REMOVE TO THIS POINT N NORTH ARROW Daly 12995 S. Cleveland Ave. Suite 287 Gonzalez Fort Myers, FL 33907 REVISIONS BY 4-4-95 CLIENT REV. G.E.J. oa N M M 0 > NIn LJ M r LJ W af 0 0 in CC x J Q 06 Lou a a Q vi o 0 U 0 W o � x U ULj a vI a �wwmmcc o 0 J ll� za � OU } <� w <a cn ma rn rn O V H x } a 0 v DRAWN G.E.J. CHECKED J.E.G. DATE 7-11-94 SCALE 1 /4' =1'-0" JOB NO, 94061.000 SHEET P1 2 OF 3 - �'K3n., 6 t, V Y' Yi , �� r rr 3 to a<sx i< r}}s� m, s'•� a, k"4 ➢ P� � tt x s^r' �'a F x&�: "'«� qs is u�f "�"' �' o ! „ a# Y a,r' a '(f x +e sF ! '+`s^£X�ax ;FtN"s'' r .i .Y 4t � "? s u. -.+k A 6 �I■ ax er ±M. r f 5ut