HomeMy WebLinkAbout2650 Mellonville Ave 02-499 Plans new addition 3rd bldg Hill DermaceuticalsVICINITY MAP
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City of Sanford
Model Codes in effect:
Standard Building Code 1997 ed. rimpy
Standard Plumbing Code 1997 ed. "
Standard Mechanical Code 1997 ed.
National Electrical Code 1996 ed.
See City Code AMENDMENTS
FL. Accessibility Codes 1997
�L. Energy Code. 1997
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SEMINOLE COUIm FLV"�KIL�;A
PREPARED F0Ro
ON AW CONST RCQUIR1NO
STRUCTUAI. STEEL [j1,1b t`IlNG
Hill
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LOCATION
owner of Land
Orlando Sanford; Airport Authority
1 RED CLEVELAND BOULEVARDS SUITE 200
SANFORD, FLORIDA 32773
Engineer
SANFORD BUILDING DEPT.
THESE PLANS ARE REVIEWED AND CONDITIONALLY
ACCEPTED FOR PERMIT A PERMIT ISSUED SHA
CONSTRUED TO BE A LICENSF� TO PROCEED THE WORD AND LL BE
CANCEL, IIOr AS AUTHORITY TO WITH
PROVISIONS !_TER, OR SET ASIDEVIOLATE,
ISSUANCE F' 'rHE TECHNICAL CODESNY OF THE
DEPION O RO7vfO7 THEREAFTER rFTERp?R,EVENT THE IBUILD►NG
R SHALL
TIgN ERRORS ON . EOUIRING
OR OTHER VIOLATION THE PLANS, CON TRURREC-
S OF THE CODES, CTION
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GENERAL NOTES.
1. DIMENSIONS SHOWN ARE MEASURED TO/FROM THE FACE OF CURB, PROPERTY LINE,
PROPERTY CORNER, FACE OF BUILDING OR GEOMETRIC BASELINE AS SHOWN.
2. ALL MATERIALS, INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE W ITH THE
CITY OF SANFORD UTILITY STANDARDS AND LAND DEVELOPMENT CODE, AND FLORIDA
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
WHERE THE SPECIFICATIONS CONFLICT, THE MAXIMUM REQUIREMENTS OF EITHER SPECIFICATION
SHALL APPLY.
3. ALL TRAFFIC SIGNS AND STRIPING SHALL BE IN ACCORDANCE WITH THE CITY OF.
SANFORD LAND DEVELOPMENT CODE, ROAD CONSTRUCTION SPECIFICATIONS, AND THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES.
4. HANDICAPPED PARKING STALL SHALL BE PAINTED WITH APPROVED HANDICAP BLUE
PAINT, PER LOCAL, STATE, AND FEDERAL REGULATIONS.
5. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN THE CENTER OF THE PAVED
DRIVING LANES IN FRONT OF FIRE HYDRANTS.
6. INFORMATION REGARDING EXISTING CONDITIONS PROVIDED IN THESE DRAWINGS IS
GIVEN SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF
CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL
CONTRACTORS ARE DIRECTED AND ENCOURAGED TO CONDUCT WHATEVER
INVESTIGATIONS THEY MAY DEEM NECESSARY, PRIOR TO BIDDING, SO THAT THEY MAY
ARRIVE AT THEIR OWN CONCLUSIONS REGARDING THE ACTUAL CONDITIONS THAT WILL
BE ENCOUNTERED, AND UPON WHICH THEIR BIDS WILL BE BASED.
7. CONTRACTOR SHALL VERIFY ALL EXISTING GRADES ON SITE BEFORE BEGINNING WORK.
THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IMMEDIATELY OF ANY MAJOR
DIFFERENCES BETWEEN CONTRACTOR'S DATA AND DRAWINGS.
8. CONTRACTOR SHALL CONSULT PROJECT SPECIFICATIONS TO DETERMINE
WHICH PERMITS ARE REQUIRED AND WHICH PERMITS, IF ANY, ARE TO BE ACQUIRED BY
THE CONTRACTOR.
9. CONTRACTOR SHALL COMPLY WITH ALL PERMIT CONDITIONS DURING CONSTRUCTION.
10, PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE THE OWNER'S
REPRESENTATIVE WITH A CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ELEMENTS
SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO ENSURE TIMELY CERTIFICATION
OF COMPLETION TO AGENCIES.
1 1 ALL WORK SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED
PERSONNEL OF LOCAL, STATE, AND FEDERAL REGULATORY AGENCIES, UTILITY
COMPAN IES, AND THE OWNER'S REPRESENTATIVE.
12. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE DRAW INGS AND
SPEC IF ICAT IONS CONTA INED HERE IN AND/OR OTHERW ISE REQU IRED BY APPL ICABLE
FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, AND REGULATIONS, IN THE EVENT OF
A CONFLICT BETWEEN THE REQUIREMENTS, THE MOST STRINGENT SHALL APPLY AS
DETERMINED BY THE OWNER'S REPRESENTATIVE.
13. ALL FLORIDA DEPARTMENT OF TRANSPORTATION INDEXES REFER TO THE 2000 EDITION
OF THE ROADWAY AND TRAFFIC DESIGN STANDARDS.
14.. CONTRACTOR SHALL FURNISH THE OWNER'S REPRESENTATIVE WITH ACCURATE
RECORD DRAWINGS SHOWING AS —CONSTRUCTED HORIZONTAL AND VERTICAL
DIMENSIONS OF THE WORK. THE RECORD DRAWING SHALL BE CERTIFIED BY THE
CONTRACTOR AS CORRECT. ALL REVISED INFORMATION SHALL BE CROSSED THROUGH
AND NEW DATA ADDED.
15. AFTER COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PERFORM SITE
CLEAN—UP OPERATIONS FOR REMOVAL OF ALL TRASH, DEBRIS, EXCESS MATERIAL, AND
EQUIPMENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PRESENT THE PROJECT
SITE CLEAN AND IN GOOD ORDER AT THE TIME OF FINAL ACCEPTANCE.
TREE PROTECT ION:
1. SPEC IAL ATTENT ION SHALL BE G IVEN BY THE CONTRACTOR TO SAV ING, PROTECTING,
AND PRESERVING ANY EXISTING TREES, SHRUBS OR OTHER VEGETATION SO DES IGNATED
BY THE OWNER. SELECTIVE CLEARING AND/OR GRUBBING SHALL BE PERFORMED IN
LOCAT IONS IND ICATED ON THE DRAW INGS AND OTHER AREAS SPEC IF IED BY THE OWNER AT
NO ADD IT IONAL COST TO THE OWNER. THE OWNER OR THE OWNER'S REPRESENTAT IVE
WILL SELECT AND MARK, OR OTHERWISE DESIGNATE, TREES, ORNAMENTALS OR OTHER
VEGETATION TO BE PRESERVED, BEFORE OR AFTER AWARD OF THE CONTRACT OR
INITIATION OF CONSTRUCTION, CONTRACTOR SHALL INSTALL AN APPROVED ENVIRO
FENCE AROUND DESIGNATED VEGETATION FOR A MINIMUM OF 10 FEET BEYOND THE DRIP
LINE ``OF THE TREES, ORNAMENTALS, OR OTHER VEGETATION TO BE PRESERVED.
CLEARING L IM ITS . MUST BE APPROVED BY THE OWNER PRIOR TO BEGINNING CLEARING
OPERATIONS.
UTIL.ITY SERVICE.
UT IL IT IES THAT MAY BE ENCOUNTERED, CAN BE CONTACTED AS FOLLOWS
CITY OF SANFORD UTILITY DEPARTMENT BELL SOUTH TELEPHONE CO.
MS. EL IZABETH O'RE ILLY MR. SCOTT LORENZ
(407)-330-5640 (407)-302-761 1
T IME—WARNER CABLE. FLORIDA POWER & LIGHT
MS. TRACY DOMOSTOY MR. MARK POLLOCK
(407)-532-851 1 (407)-328-1924
FLOR IDA PUBL IC GAS `UT IL IT IES
MR. DONALD K ITNER
(407)-322-5733
LEGEND.
PROPOSED
ASPHALT
PROPOSED DRAINAGE
PIPE AND INLET
PAVEMENT
°
PROPOSED
CONCRETE
5-10
DRAINAGE STRUCTURE LABEL
°
PAVEMENT
X
SECT ION VIEW
_____.IO_.v........._
EXISTING
CONTOURS
-
iiQy
PROPOSED SPOT GRADE
102
PROPOSED
CONTOURS
ELEVATION
INDEX,
COVER SHEET
GENERAL NOTES AND LEGEND
SITE PLAN
DRA INAGE PLAN
UT IL ITY PLAN
UTILITY PROF ILE
ROADWAY, SIDEWALK & PAVEMENT MARKING DETAILS
POND DETAILS
DRAINAGE DETAILS
UTILITY DETAILS
UTILITY DETAILS
PUMP STATION DETAILS
C1 00
C101
C200
C300
C350
C360
C400
C500
C600
C700
C800
C900
PROJECT TEAM.
.�rmift?
HILL DERMACEUT ICAL, INC.
2650 SOUTH MELLONVILLE AVENUE
SANFORD, FL 32773
CONTACT: BOB W ISE
TELEPHONE: (407) 323-1887
FAX: (407) 649-9213
C IV IL ENGINEER:
PBS&J
482 SOUTH KELLER ROAD
ORLANDO, FL 32810
CONTACT: DENNIS GRAVEN
TELEPHONE: (407) 647-7275
FAX: (407) 647-0551
ARCH ITECT:
INNOVATIVE QUEST II
i SOUTH ORNAGE AVENUE
ORLANDO, FL
CONTACT: JERRY UHRAN
TELEPHONE: (407) 206-7202
CONTRACTOR:
GC I GENERAL CONSTRUCTORS, INC.
991 EXPLORER COVE
ORLANDO, FL
CONTACT: T IM F IERRO
TELEPHONE: (407) 831 —8898
LANDSCAPE:
PBS&J
482 SOUTH KELLER ROAD
ORLANDO, FL 32810
CONTACT: DENNIS GRAVEN
TELEPHONE: (407) 647-7275
FAX: (407) 647-055.1
IRRIGATION:
PBS&J
482 SOUTH KELLER ROAD
ORLANDO, FL 32810
CONTACT: DENNIS GRAVEN
TELEPHONE: (407) 647-7275
FAX: (407) 647-0551
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02-NOV-200112.00
AdIsnaft 482 SOUTH KELLER ROAD
ORLANDO, FL 32810
C
iEL. (40 17 ) 647_ 727C,
FAX. (407) 647-0551
WWW.PBSJ.COM
CLIENT
PROJECT
TITLE
DATE
ISSUE
NOTICE
The Information In this document was prepared by PBS&J, Inc. 'While PBS&J
has token ail reasonable steps to assure the accuracy of the Information
contained In this document, It cannot guarantee that changes or alterations
to this document will not be made by persons other than PBS&J personnel after
the document leaves the possession of PBS&J. Chages or alterations may h.
or death. If c
safety related and result to damage to property, personal Injury sneeded,
verification of the information contained In this document Is Headed, concoct
should be made directly with PBS&J.
JOB NO.
DRAWN TM.L
T "7
DES IGN DRZ
CHECKED TCL,
HALL DER CEUi1CAL
_
BUILDING EXPANSION
GENERAL NOTES
--
2oC1i P1,W', 1 b7111 AVENUE
M 1AM 1, FLOP WA 331 12-250F
FEi1 CEO r IF WA 1F OF Ali C1100 ILA 1 ION No. 24
a� i
2650 SOUTH MELLONVILLE AYENUE
■ �rr,/��
AND LEGEND EN D
This document must be compared to the original hard copy, with certified raised
seal If applicable, In order to Insure the accuracy of the Information contained
therein and to further insure that no changes, alterations or modifications have
been made to the document. No reliance should ever be made on a documentation
transmitted or reviewed by computer or other electronic means unless It Is
first compared to the original. PBS&J makes no warranties, express or Impaled,
concerning the accuracy of the Information contained In any document trans
mitted or reviewed by computer or other eleetror-ic means.
Q.C. WHT
H E E T 1 01
SANFORD, FL 32773
1 1 / 16/Q 1
CITY COMMENTS
M ICHAEL Z. BROOKS, P.E.
FLORIDA REG. NO. 30814
6/ 1 8/01
SJRWMD SUBMITTAL
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e I O I FIGURE 1 15) 1 . , � I � COL . 11 1 ;
� �, - � I . , . 1 , � I D DUE) LE ME, I ER 'r 0 OX I , 1� , �11 , I Le I i . I , ,_ I 11 � I I I r : , REIRCTOR ASSEMBLY AS � I ' . j, � I I I . j � SCH 40 GALVANIZE�- .
. . � � I I � - � , � � . � t r 'r 13 Y THE C I I . I I j j - j r, r I
, I , T 0 j F I N I 5 H GRAPE - � I 8 , - X Z 4 , . M I N, . I - % : - I � . �: " , , , pm� r �!, -,, ;,� . - �'_ , " r APPRO40 " I HE 1, I L [ENT � 1. r ' � ' -
. I I . I . r . I � " I I . r, . I � I .: ,r � � r I 0 Ftl(ING$ r
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- . I " r .1 . � . - . , . . . I 11 . I � : . I I " I I � � I � I . "I . ' r r I � � , � 11 "I I I � r� I I I � , I r Ai GA'li ALVE, � I , . . . I - r � I / .V i.E TE"all ARY I . I 11 -
I I � � �� I r ; I [ CONR L r 4 � , I , : ' CURM r� IW " _�. I I . EA11 r - - �! - -, . �, I I I I 1, � I I- j I . j �. (2 REQUIRED, r '. j I I I j I . PRESSURE GAUGE , I -
, , I . I I � I � I 1, � � r ' rr - 11 , � , �� , ��'� , � � I �`, 1':",�,!' I'-, - ' I" � .. - j j . I . . I . SUPPORTS AS REQUIRED ,. - I �
r � j r ,IN UNPAVED AREAS I I � I I , . r I . I I j , I � I , j . I I I j I � -1 UN ON j I rC5 )
- I - � I , I I- � I - , r 1, � . !NCHE � � -, 17, _� � I ., . I - � � ,r� . \ UN t On
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r , - j . � " , _ � 1 ', . r I j TO BE FLUSH WITH � � I
I
. E I SEE F IGURE 1 07 ). GRAVE I , I : � I 1� � ,; , I , I I . I � I � ; � 5 I I I I ; 1� -! . I I . r � , I - r � r ' �� , r I � I 1 I I r I . I . F
� � , r , . I I - �, � v I : � � M ., �� , , , 7 r r � � r I I
� j �; I - ED *7 \,.,I I _ - j . . , . &I , .. , _. ,� , . , , � . j I . ox GRADE. .
- " r 1 � I r I � I j � . I � j I � I I ,� �, ,;r ' � �W . 1. t �r -, rtW , 'I , . � , , � ' �r � � I I ,r - /-ROD$ 914 D. I.P. R15ER I TYP �� I I *A .
I . . I t - j r I I I I . r, �_ I .
�� . I - I I I . . . I I I r I I � r' j I t , r , � ' r , ,� J! ,_ 'L \ 1: j � .1 � � I I , � . j ,,, j . . � I . . I . I - . � . I .
. , I � � r I 1, j . j - I . � � . L INE v I . I I I . r I - FLANGED jHUT OFF VALVE . . i . "
�
- , . r . � , " I I I I ---T__1 .r , , - � I . ��, , . . r -1 I � .. 1 90* .BEND ' TO 3 5/4' HOSEBIBB .
. -
I I � 1. - ,� j � , I I � I I I r j � I I . I , I � , CAP 1-le 11 z j I � . m . I _' _J , " t � Pilop"Ti 1 4" CONCRETE SLAB 2 . TO 30, . I 20V 0. I I
. I I I r I . . � i� MIN.) . r r �,�, ' ' A I � � � (2 RED. I W I IN NO r . DREAAER
- �, - I r � . 1 D f , "I r I- I , I I � , � , : e ,, � l,�a, I " , . I I I I I r � � r . I * 6 X 6 1 6. ` BOVE , I . r
� I . I I .1 -, I �_, �, - , �. . , I I I . I I I � ,; �: , . 10 . CURB I - Aut NO. do PVC - GTADE * � . r .
I
I 1� I � � � AUJUt. � ABLE'CAST IRON' - I � z, � 11 I � � I I � r , j, 17 � - .1 � I I I IND , � I I I I I I I I � I I 1, r' I 4r. . *i I I WIRE WS 4' TO . I FINISHED, 219 - 21 Scirio.60 P
I I
- . I --io-i- I - I . � . � I GRA
r - .. , - I , I I . . � ""AW4, � I "I �, "" WIERS UP To Z, 11 �, I I I PRESSURE GAUGE -
I � � . � I WAR - I I I 11 I �, . , I � � I .
. . - SEE NOTE 2 1 1 1 L' - � i . I r 1AY cITV CF SAKTORD� ' � ': icy CITY OF smaofmi I � I . . - . I . I I . -
. . . .: I - . "I SLOPE I
I I . _'
'
I
-
. I . . .. , - , I I I I I i 1. � 11 I I . I . I S I LOPE, , Z I --NG
� � I I . I I I - I I . I �' , , I . . � . . . I DOUBLE AP S,�OOLE 1 W� -
I I - I - � I ; . li; F SFAVIC i I - Eiguat F 9ERvirr I I 1, - . . I , ,
I I BOX ! I I - � I . I 1 1/2' PREFORMED JOINT . .
I . I � I I , . I . � � 21 CORP STOP
I I BEDDING RUCK NOT .. a I . I 11. , :: � I I . I �
. RES IL [ENT $EAf---______ 2* 40- BEND � . I i 11. - � I . .. 1. L BETWEEN I I .
ALVE . I � . . I 11 :,", , CONTINUOUS COLOR' . . 1 3li, M H.� PIPE AND CONCRETE L= . . 2- CORP. STOP
. E �, � 11 I I , 7. 11 � I I , I - I CODED i4 GAUCE � . . � "I - J - -
� D � It Ci "I . - SLA ITT?) I ,
X, R DOUBLE CH CK I
. � � .. � . . I � IATION STOP I INSULATED COPPE I I o
I I WATER . . 1� 11 I , � 4 FLEEING . � , LOCATING WIRE LVE I � I � I ,� . To � EXISflNn - NEW WATER LV
. I . I � - .�� (NORMA 0 OPEN . I
. . �� MAIN _\ I I I � � I I I I . . I I I . MAIN . � kvic . I I 'll,
I I I - . I �, . - , .. - I 1 , I - , , : I � I FROM I- 90, 1 F_ L ME TER // .
\ . , ,.�` , 11� I- I . I . � . . . -
I 11
�
. . - � "I"I" 'I (! IE s E, R, " " ,,� � I � . 11HRUST COLLAR RODOED TO
. I I I . N S'L ' I' - I .. L - 90. BEND Oft AS REQUIRED CURB STOP FLOW -- I
I I I � 111111 0 K4111 WIRE � I
'I. I
I . � I . I ___� - I � - 'AlE"R.0, � I I I fKRUST COLLAR RODDEO TO I III IKE CITY
I . . I I � W . � . �, I 1 90' BEND OR RESTRAINED I
. I 0 i . _J . CONNECTOR) I . . - I BACK TO VALVE AS , SERVICE LINE
� . � -2" 90' BEND I BAR I I I . . REQUIRED BY THE CITY
. I
I I
��
. I
.
. � . I I . I ..... I - - \ -WE IER I '*"\\
I 6' BED . 11 � . I CORP. STOP . �- TIE-IN VALVE MUST BE CLOSED AND I
. DUC I I � . . I _ CURB STOP I 1 . .
. I . I I I AN A TYPE . � . I I . . I --DOUBLE STRAP SADDLE REMAIN LOCKED. CITY TO PROVIDE .
I �CONTINU \ � I CC IN MS' I . . I LOCKING MECHANISM. VALVE WILL BE .
I I
I
. , \_ ,.. I .� , I \_ TYPE ';K' FLEXIBLE � ' OPERATED BY CITY PER50RHEL ONLY.
� . . . I I d4tER MAIN � COPPER OR CT5 . I I � WATER MAIN � .
� I � I. . I POL lEThYLM - . . I DOUBLE CHECK VALVE' . . . I .
'. . . .. I 1, I I SADDL I E tuej I NO ill MIN) � I DETECTOR WIER ------- \ / ASSEMBLY (MINIMUM) I . .1 � NOTE: . I
� I I . I I . NOTES$ I ' I . . I � . - I . \ , - 110, MIN . . I S .
. I �. I 1. A41'FITTINGS.'SHALL BE BRASS WITH' COWRESSIONA(PACK JOINT TYPE CONNEcrioNs. DALL VALVE I 0 ____ - I I I NOTE$, I T TION EVICE. I
. I I . i
I � I . I
I . � -1 � .1 , 3 1 (2 REQUIRED)- I I
NOTES, , , - . � 12 . NO 5ERVICE LINE $HALL TERMINATE UNDER A DRIVEWAY. I I I . I . S'O' MIN 1. A POSITIVE DIELECTRIC coiitiecrioti SHALL BE MADE BETWEEN ALL. GALVANIZED AND
11 , , , . I I I BRASS COMPONENTS.
.
� 3. EACH 'SERV ICE ,$HALL I NATE AT A CURB,STOPt5l WHICH SHALL BE BURIED - . - -
. I APPROXIMATELY 3' BEV IIINAL GRADE AND SHALL BE CLEARLY MARKED WITH A . - I I I � 2. WIER SHAA,t. BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE.
IN. NOTES: 'WITH � I ,; I'' ��, � -, . � OR AT PROPERTY LINE AND IN NO CASE SHALL If BE INSTALLED IN SIDEWALK
. . 2' x Z' x 18* S TAKE THE TOP FAINTED,BLUE AND MARKED WITH THE - - 1� __1 �
SHALL BE EXTENDED . . . NUMBER OF THE LOT(SI JO BE SERYEDs, I . I I . I OR OTHER PAYED AREAS- 1
2. THE ACTUATING NUT FOR DEEPER VALVES 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED , I 11 I . . FINISH , .
I � I , I ' I
I TO 'WITHIN 4.FOOT DEPTH BELOW FINIS E OINTS. USEJEFLON TAPE . . 1 4. RECLAIMED WATER SERVICES SHALL Be PAINTED PURPLE (COPPER) OR USE I 3. USE EPR RIME_R SUITED TO BASE MATERIALS. WITH Too COATS OF BLACK
I . C O . . I PURPLE, COLORED CIS POLYETHYLENE TUBING. I CONCRETE SLAB __1________________J . EXI IOR ENAMEL. . .
. . I 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE 4COPPER) OR USE N 210, MIN .
1 . I BLUE COLORED CIS POLYETHYLENE TUBING. I . ; I . I . . I
'
'
. � I � , . I - I I � I . I 1 4 , TEMPORARY JUMPER I I
I I . WATE IL* D UCED P � I . . . . .
I � . . . 11 I - I I � . . - 1999 FIG. �03 1999 �
'
.
I ORD 1999 F I G - 4dO I NFORD 1999 1999 F I G . 4 05. C.ITY 'OF SANFORD 1999 F 10. 50o� F � I I I I � I
I I I
I = I I . 'I - - I . I � I I �t I , - __ . I I . �
. . . �
.
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1� I 16 6 - I DI_SLNFECrION . � I . .
. I I
I f. I A . I I I I be cniortnoted In accordance with the apecifirAtions DOUBLE P.1 SINGLE _`_1__ I
TEMPORARY JUMPER CONNECTION NOTES: I . �1. ;1 , . . . 7� � . .Before being Placed! in service, all new water inalris shall LOTS ITYP-t-,," ERVICE (TY SERVICE iTYP.
I I ;; . 14' Dolow ana trio procedures outline In AWWA C-651 �Starodlord Procedure for Disinfecting voter IAQinsw. I .
. I E � I .
Z; �! �� I u- - - - I _ - " .
on$ not.eart existing . . , . �E . �E L� I � �� Ali provisions Of tno Florida Department of Envircrulfantol Protection permit snail Do complied witn. .
. I. A twper�y juttpor recreation 13 requIrtso at all cornacti . . I N ', � r . a - I I
active water Mina and proposed now voter main lawo�oaonts;- . a 9_� 7 , I , � 1-`,
, �_ I LINE I
. PROPERTY
I - . � 1, -h r,p._*._
i � � I ( zi 9� . - � .
2. Inc detail above Is to bl, used for filling any nee voter min of any size from 3 �t :; A. - � � . 2;, � � . WATER SYSTEM TESTING:
. existing active voter Mina we for f1wahing of nee MInts up to a INCHES IN . I � - . _U - I .
014CFER (2,5 FPSmInlMm velocity) and for pwillng bectorlologlogl sembles from any � I \ - � ) \ : � k� Hy*'oatqtic testing snail be performed ati5o pounds per squarainch pressure, uni ass .
how water gain of any sjze.� Tile ;uapar comoot on one I I as maintained until after filling. __ - . I I - � I otnnise approved by Inc city. for q paricA of not lose then too t2i rgxr3. Testing sngli be in . NAIER MAIN �
- I
� ftuaining. tooting and d 41ofeCtion Of " now min ties boon,su q4tisful ly cotplefed and � I I lj�qcor once with the oVilcable provisions as set forth In Section 13, ANWA Standard C6QO for I I I .1
I clearance for use (can line Florida DePartaont of Enviror" d (�, 1(7 f �� I 01010 Iron pipe barM-23 for PVC pipe. . (61 MINI MUM) . . I . I
other pertinent agencies have boon rocalvel, The Jwpor ccnrA t1ani snail also be used to . P ,I . . The testing procedure snail InclUde the Grotimoo application of the specified pressure q,
mintaln a rl1n;m.aa pressUre of ZO psi in Ina now mine aft nfection and . _4 12 . 11 � . to tno test system. for Inc two riour perloa. by,way of a pulp taking supply from q container .
Urt I I in* :; . h . � , I . . �
- . FDEP clearance letter Is ODtalnoo adequate. Trrutst DIOCAInq andlOr restraints shall be I . - I $UIIQDI, f., msq*Lflng.a?Ier lose. it. .tt.f ,oas qn,311 Do determined by mcozuring the
, I I ! i8l Volume ,,,, I.c., role 0 container, Snou io no ast fall. nacdssGryrePQ1r3 snail be ,� . I .
� provided twpororlly� (i required. Pipe " fittings used for connecting the nee PIP* to tile I � � � � -1 - . .2. � I
5 sinfac led prior to Installation in accordance .Itn AWWA C651, -- - 191, iq . � I ,P .5. I
,
4AI4tlN PIPO 31)(11 I 00 d I �i . . I accralisned u the contractor and tne lost - repootoo until wltnln the astabilaned limit The ,
. 1. � I I . I . con ractor she I furnish the necessary labcc� water putrps. gougo.s ard oil other item required to �, I �
1 1992 6di,tion. The topping siaaVo me tria ,exterior of the Min to " topped awl I be I � � -) P 2 "; I .- X cQnaUct the required water distribution syst it and perform necessary repairs. , -
I y � � �
.
, 4 1 � . F I . I
ollsInfactoO by spraying cc seactOng par attotlOn 11 of AWNA C651--i2. . i v � ;1 u _�_EWER MAIN _r I
L. ;, . Z; I . . I
I I . . L I - � �' �t!" - . . .�Ll� . . .
1 3, Flushing of JO inches In dloaxitter and larger water min* my ))a done thCough the tie -In I . V�& �� �: ,- I . � . . � � (
I Volvo under very control ISO cong; tIons, file following procedures spot I be folloveal � 4 5 a 1'.;: g I . . I .0 Z - , .1 I . 1��$, � I \ IL I` -
,
A. The tie-in valves shall 06 Operated W-4 Pfd,14urti tested in ti-,* prosence of the utility I . . R . a Ji-,. , I � . -
company Ono onginoor to verify water. tlQAtne3 � I � '.HA g % -, � 1sug �� . . CLEANOUT-__
I � � (TIP) . 1A i-
v: prior to tie-in, Valves onion ore not . . I � . . Ix - � , \ .
ter tight anail Do replaced w1in a now Vol Inaiallild la"diately cialocant to ins �i I Ix 9 � I
we - - . � I I . -i :; � � .1 .= . . L
� looking Volvo. �j :; 4 Z; o . �
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a. The temporary Jotpar ccmactlon shot I be conoirticted Go oetQ!Iod. The lumber . I . x �.:.l 4 'd � x .: 4;1 0 . I . I
§ I I .� it;, r S " I V; A -.
Connection Anq1t Do wood to flit ins nee wator min and for providing vater for boo- . I - . REDUCE\R �
terlologlcot sampt Ing of the now main as roqvired by tno�FOEP permit. I I 1, . v 4 I - I . � 4' WATER I
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* Flushing *hall not be 04w,pled during P09K daMN 11OW4 Of it'* existing water 0 i . ,�H .1 . !E S �; _eE� . MAIN (MIN.
Mina. I � 9 / . � . .6, FIRE
. DRANT
I � . I i 2 . I zi * * I .1 . . . FItTINGS AS ASSEMBLY . . .
. I REOU RED I I (SEE NOTE
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I # All downstream Valves In the system Mat be open prior to opsning. - Ina tie-in valve. I I �/ I . . � : . I . . . � I -
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* Provioa for and monitor th � a prestiural in in* tio7in point. The pressure in the existing 9 .L . I . 1� - L I .
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=In oust hot crop Del" 35 Pat. , I � � I . I � a. 0 � I . I I I I I S . I 1. I . � R I .
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* Ina tie-in Volvo shot I be Opened Q fee turns only., w4uring a pressure drop ooraW3 in* . . �w V =I �
Volvo is greater than to psi. . � 4 4 � - i � . � �
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I C. Ina tie-in valve 3m it oa locked closed by the utility cOlpany until flushing begins. � I 9 . I � - . 2 ,., . . PARATE M CURB
� I - 2 LJ I . SE i TER --, � .
2 c9 � I I It - -ii- . . WATER MAIN I
I U., Ina tie-in Volvo snail be opened only far f1waninq of tno now main. Ina procedure I � - . � .1 I BOXES 2' I TY - I
the observed by the engineer. . � q 99 I I -
. §nuit be directed by Ut I I I ty C"any we P I I \ I . I I � X I \ 1, . � I
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� if)@ tie-in vaive s"it be biased Qr4 iocKad in the closed position oy I \ I . \ I I .1 . I .
E- After flushing, � . . I I � � I I I
, that utility I company, I . . � � I . . � . \SIDEWALK (TYP.) .
1 4. Ina contractor snail provide occurtentletion demonstrating tnQt ,tne double check DOCKHO4 =� d 11 . . .
instal lotion. I __ I 1 - . I
prevention device me been tested one is in good working Order of the time of 4 1 \ -
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5. Except 43 required to, flush lines of great then a Inches in diameter. the tie-in valve � � . 14 I . Q I . L'
the utl I I ty C00p0hy. Ina . � . Z I . .
or �, . � � I .
I 1 coal 1 remain closed ow 36,911 be IOCK013 In the 410004 POSItIO0 DY . . . � .
tie -In Volvo snail remain lock" cloaiitd.until tne new system W4 be an cleared for use oy 9 � - ,� �k �- I I . . . I I . NOTES: I
FOEP old all other pertinent agonel a. � , I I . - � I
. , . . �! 11 � �11
6. Upon receipt of clearonds for use from FOEF GrVJ oil other pertinent ogarCI03, the '\ � - . � I t I - _R I I I I 1. ANCHORING TYPE 90
contractor snail rwwya the tomoorary Junvor cq"Qticn. Ina carporatl on stop& are to be I I - - I I L �,_ . I - I . I I I OF -WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A .
I - � ,qtoaad and piuggeo with 2 incn ora43 P-Jugo. I 0 � r , . I I - � .. . I H Y .
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�. 1. All Inatelletton ano maintenance of the temporary ILapar-,connect1w One oa5ociqtad �E . . ;j 1. . I I j i 9 . 4 M I ! . � I . . AM .
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I bQcKflp* prevention devico. fittingas valve, etc. aft,911 be the responsibility of the contractor 6 � . I . . . I . � .
. I I . I d.. . 3 ; I - I d 9 I . . I . � . I . . TO THE INTENT OF THIS FIGURE. .
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. .ITEMPORARY.JUMPER CONRELT ON . � I . � . M TESTING AND DISINFECTION � I I
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. . . I ER -IRRIGATION 5YSTEM .LAYQLJ I I L RECLAIMED WATER IRRIGATION SYSTEM LAYOUT ' L I
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.
I . 1999 D 1999 �F 10. 505 � � CITY OF SANFORD 06 . I , 5 C ANFORD 1999
. 1� � I . I � . . � I 1 199,9. � I I CITY OF SANFOR = 1999 . I I I I . I , I .
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I . . PIPE AND FI TtW5 OR PRESSURE VACUUM BREAKER OR . . I 1. I 9
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. COVER . (SEE FIGURE 115) , . SCHEDULE 80 PVC.PIPE . RE UCED PRESSURE DEVICE . 1. I � I I . . � .
. � - , � AND FITTINGS I � (NOT REQUIRED YIHERE RECLAIMED I I . . - I . I I
11 I . WATER IS UTILIZED) . . .
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I , , , _\ - * � I I I TO BE FLUSH W I I 4 .1 I . . . I . . .
. . I I FINISHED GRADE. . I . I I
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I I I �_BACKFILL--\ , ,, I SH OFF VALVE - I 2, To 3o, I . . I I � . . . � . . I
1 I ABOVE . . I I
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� I%�-, -�� , �111A'l I CURB STOP . � I I
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I Befor being in saf-vice. oil ne.'.ater Mina snail Do cAlcriNted in accordance with the speolflCoticna
. �,� - ,"- , ,,-�, �, - I "and th -651 'Sioridard Procedure for- Disinfecting I r moln3".
I - --� -. . . 6� . .placed
ll-_,(3�it. , �.T,4, - . I be .
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-, at"Vr�4 , W - - SERVICE LINE I I . low procedures cull Ina in A9WA C ita a
1 966�! - APPLIES ONLi IF IRRIGATION METER HAS . - I I I I I . All provisions of the Florida Department of Environffental Protection permtt st�oll 09 compiled with. I I I
. I . SEPARATE TAP TO MAIN. IN W05f CASES . I . .
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I I I I CORP. STOP THE IRRIGATION MEIER WILL BE PARALLEL I 1; I . . I
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I . I . I TO THE HOUSE METER AND OFF Of THE I I I . I 'WATER SYSTEM TESTING; .
DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. � I � I
. I . . . . Hydrostatic testing shall be performed of 150 pounds par square Inch pressure. unless I
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I . . . I � Otherwise approved by the City. far a period of not less than too f2) hours. Testing snail be In I
. 11 accordance wim the applicable provisions as set fortn In Section 13. AWWA Standard C600 for
� WATER MAIN � �� . . I � I ductible Iron Pipe W4 A**A Manual Nuaber U-23 for PVC pipe.
. I . � I I . The testing procedure snail include tne continued application of Me spacif;ed pressure
1k, . . . . I . to,ttio,tear system. for the too hour period. by wal of a pump taking supply from a container
. . . � . . su tab a for measuring *yter to". The amount of ass an ter
V I t ?1! "a do m Ined by measuring the
� I a um a sp I Good fr Gin so d conto I n er . S hou I d the est It 0 nac . . . . r , repqirs a he I I D a
. NOTES$ � I � . . occom I Isneo of the c9titractoc and the test repeated until .1 th I n the established I I ml to . The
Noms i . . . controc or am I furni an Ina necessary I Gbor . water punp a . gouges end oil otnor I tam required to .
NSIO B S I I � cor4we t the requ I red water d I a fir I but I on system and per form necessary repo Irs. 1.
I . A POS171VE DIELECTRIC CONNECTION $HALL BE MADE BETWEEN ALL GALVANIZED AND . I
.
.
I 7,. ALL WATER SHUT- � E . (30) INCHES AND � BRASS COMPONENTS. . . � I . � I . . .
I AG H V 2. METER $HALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE. � I . � . - I
1. I O T OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED tN SIDEWALK I . . I . . I . .
. . OR OTHER PAYED AREAS. . I
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I . i � T 1. USE PRIMER SUITED To BASE MATERIALS. FINISH WIT14 Too COATS OF PURPLE � I r I I I I I . I I . I . I I I I
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D W N 52.4 OF THE UTILITIES MANUAL. . EXTERIOR ENAI&L.. � I . . I I . � I . . I
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� - 1 4. DEVICE SHALL BE 12 INCHES (MINIMUM) AJ30VE HIGHEST OUTLET. � I I I I . . . . I N .
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I I I I I . I I QR r I I �, I I .. I . . . . . . . - I CITY OF SANFORD 1 FIG. 507
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1 � j � I � I � � Ir I I ' L � � . � � � , , j SCHEDULE 80 PVC P I PE � I -ME TER E K BACKFLOI . � I I
, � j - - � , ; rJ . I I I . . � � � . TRAFF LC C .. " . � - � , � I j _ j ,� -0 1�8 R ASSEMBLY
. I 1� - � j 11 I � - I � - I � � e I � , I I I I j - j WIL � � � � r " I I AND F I T T I NOS r , � r ( VLENTCHEC
" � , I , I 1. . 7.- - . , :." '" I - r . , f t ! I 1 ko � � ' ,r I . I I - � � , RE S S URE ZONE I . I � . r I I I . I . � .
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e I O I FIGURE 1 15) 1 . , � I � COL . 11 1 ;
� �, - � I . , . 1 , � I D DUE) LE ME, I ER 'r 0 OX I , 1� , �11 , I Le I i . I , ,_ I 11 � I I I r : , REIRCTOR ASSEMBLY AS � I ' . j, � I I I . j � SCH 40 GALVANIZE�- .
. . � � I I � - � , � � . � t r 'r 13 Y THE C I I . I I j j - j r, r I
, I , T 0 j F I N I 5 H GRAPE - � I 8 , - X Z 4 , . M I N, . I - % : - I � . �: " , , , pm� r �!, -,, ;,� . - �'_ , " r APPRO40 " I HE 1, I L [ENT � 1. r ' � ' -
. I I . I . r . I � " I I . r, . I � I .: ,r � � r I 0 Ftl(ING$ r
, - - � - . �, I j ,_! ': I . isie $lop 1 r , I � - j PIPE AN
I r !:, t - . . . I I I I I r j , 1. 1, 1� I � r I � 1' V - I .r '.
- . I " r .1 . � . - . , . . . I 11 . I � : . I I " I I � � I � I . "I . ' r r I � � , � 11 "I I I � r� I I I � , I r Ai GA'li ALVE, � I , . . . I - r � I / .V i.E TE"all ARY I . I 11 -
I I � � �� I r ; I [ CONR L r 4 � , I , : ' CURM r� IW " _�. I I . EA11 r - - �! - -, . �, I I I I 1, � I I- j I . j �. (2 REQUIRED, r '. j I I I j I . PRESSURE GAUGE , I -
, , I . I I � I � I 1, � � r ' rr - 11 , � , �� , ��'� , � � I �`, 1':",�,!' I'-, - ' I" � .. - j j . I . . I . SUPPORTS AS REQUIRED ,. - I �
r � j r ,IN UNPAVED AREAS I I � I I , . r I . I I j , I � I , j . I I I j I � -1 UN ON j I rC5 )
- I - � I , I I- � I - , r 1, � . !NCHE � � -, 17, _� � I ., . I - � � ,r� . \ UN t On
I � L .. . L I j I 1. - � :tl � � I - L I . "I i I ,r; - I "j, It , . � . ' ' . . ; � , ' r : - r I , I KSr COCK I Tie o � j , I 1. I � I � METER 5 AND LI �
r , - j . � " , _ � 1 ', . r I j TO BE FLUSH WITH � � I
I
. E I SEE F IGURE 1 07 ). GRAVE I , I : � I 1� � ,; , I , I I . I � I � ; � 5 I I I I ; 1� -! . I I . r � , I - r � r ' �� , r I � I 1 I I r I . I . F
� � , r , . I I - �, � v I : � � M ., �� , , , 7 r r � � r I I
� j �; I - ED *7 \,.,I I _ - j . . , . &I , .. , _. ,� , . , , � . j I . ox GRADE. .
- " r 1 � I r I � I j � . I � j I � I I ,� �, ,;r ' � �W . 1. t �r -, rtW , 'I , . � , , � ' �r � � I I ,r - /-ROD$ 914 D. I.P. R15ER I TYP �� I I *A .
I . . I t - j r I I I I . r, �_ I .
�� . I - I I I . . . I I I r I I � r' j I t , r , � ' r , ,� J! ,_ 'L \ 1: j � .1 � � I I , � . j ,,, j . . � I . . I . I - . � . I .
. , I � � r I 1, j . j - I . � � . L INE v I . I I I . r I - FLANGED jHUT OFF VALVE . . i . "
�
- , . r . � , " I I I I ---T__1 .r , , - � I . ��, , . . r -1 I � .. 1 90* .BEND ' TO 3 5/4' HOSEBIBB .
. -
I I � 1. - ,� j � , I I � I I I r j � I I . I , I � , CAP 1-le 11 z j I � . m . I _' _J , " t � Pilop"Ti 1 4" CONCRETE SLAB 2 . TO 30, . I 20V 0. I I
. I I I r I . . � i� MIN.) . r r �,�, ' ' A I � � � (2 RED. I W I IN NO r . DREAAER
- �, - I r � . 1 D f , "I r I- I , I I � , � , : e ,, � l,�a, I " , . I I I I I r � � r . I * 6 X 6 1 6. ` BOVE , I . r
� I . I I .1 -, I �_, �, - , �. . , I I I . I I I � ,; �: , . 10 . CURB I - Aut NO. do PVC - GTADE * � . r .
I
I 1� I � � � AUJUt. � ABLE'CAST IRON' - I � z, � 11 I � � I I � r , j, 17 � - .1 � I I I IND , � I I I I I I I I � I I 1, r' I 4r. . *i I I WIRE WS 4' TO . I FINISHED, 219 - 21 Scirio.60 P
I I
- . I --io-i- I - I . � . � I GRA
r - .. , - I , I I . . � ""AW4, � I "I �, "" WIERS UP To Z, 11 �, I I I PRESSURE GAUGE -
I � � . � I WAR - I I I 11 I �, . , I � � I .
. . - SEE NOTE 2 1 1 1 L' - � i . I r 1AY cITV CF SAKTORD� ' � ': icy CITY OF smaofmi I � I . . - . I . I I . -
. . . .: I - . "I SLOPE I
I I . _'
'
I
-
. I . . .. , - , I I I I I i 1. � 11 I I . I . I S I LOPE, , Z I --NG
� � I I . I I I - I I . I �' , , I . . � . . . I DOUBLE AP S,�OOLE 1 W� -
I I - I - � I ; . li; F SFAVIC i I - Eiguat F 9ERvirr I I 1, - . . I , ,
I I BOX ! I I - � I . I 1 1/2' PREFORMED JOINT . .
I . I � I I , . I . � � 21 CORP STOP
I I BEDDING RUCK NOT .. a I . I 11. , :: � I I . I �
. RES IL [ENT $EAf---______ 2* 40- BEND � . I i 11. - � I . .. 1. L BETWEEN I I .
ALVE . I � . . I 11 :,", , CONTINUOUS COLOR' . . 1 3li, M H.� PIPE AND CONCRETE L= . . 2- CORP. STOP
. E �, � 11 I I , 7. 11 � I I , I - I CODED i4 GAUCE � . . � "I - J - -
� D � It Ci "I . - SLA ITT?) I ,
X, R DOUBLE CH CK I
. � � .. � . . I � IATION STOP I INSULATED COPPE I I o
I I WATER . . 1� 11 I , � 4 FLEEING . � , LOCATING WIRE LVE I � I � I ,� . To � EXISflNn - NEW WATER LV
. I . I � - .�� (NORMA 0 OPEN . I
. . �� MAIN _\ I I I � � I I I I . . I I I . MAIN . � kvic . I I 'll,
I I I - . I �, . - , .. - I 1 , I - , , : I � I FROM I- 90, 1 F_ L ME TER // .
\ . , ,.�` , 11� I- I . I . � . . . -
I 11
�
. . - � "I"I" 'I (! IE s E, R, " " ,,� � I � . 11HRUST COLLAR RODOED TO
. I I I . N S'L ' I' - I .. L - 90. BEND Oft AS REQUIRED CURB STOP FLOW -- I
I I I � 111111 0 K4111 WIRE � I
'I. I
I . � I . I ___� - I � - 'AlE"R.0, � I I I fKRUST COLLAR RODDEO TO I III IKE CITY
I . . I I � W . � . �, I 1 90' BEND OR RESTRAINED I
. I 0 i . _J . CONNECTOR) I . . - I BACK TO VALVE AS , SERVICE LINE
� . � -2" 90' BEND I BAR I I I . . REQUIRED BY THE CITY
. I
I I
��
. I
.
. � . I I . I ..... I - - \ -WE IER I '*"\\
I 6' BED . 11 � . I CORP. STOP . �- TIE-IN VALVE MUST BE CLOSED AND I
. DUC I I � . . I _ CURB STOP I 1 . .
. I . I I I AN A TYPE . � . I I . . I --DOUBLE STRAP SADDLE REMAIN LOCKED. CITY TO PROVIDE .
I �CONTINU \ � I CC IN MS' I . . I LOCKING MECHANISM. VALVE WILL BE .
I I
I
. , \_ ,.. I .� , I \_ TYPE ';K' FLEXIBLE � ' OPERATED BY CITY PER50RHEL ONLY.
� . . . I I d4tER MAIN � COPPER OR CT5 . I I � WATER MAIN � .
� I � I. . I POL lEThYLM - . . I DOUBLE CHECK VALVE' . . . I .
'. . . .. I 1, I I SADDL I E tuej I NO ill MIN) � I DETECTOR WIER ------- \ / ASSEMBLY (MINIMUM) I . .1 � NOTE: . I
� I I . I I . NOTES$ I ' I . . I � . - I . \ , - 110, MIN . . I S .
. I �. I 1. A41'FITTINGS.'SHALL BE BRASS WITH' COWRESSIONA(PACK JOINT TYPE CONNEcrioNs. DALL VALVE I 0 ____ - I I I NOTE$, I T TION EVICE. I
. I I . i
I � I . I
I . � -1 � .1 , 3 1 (2 REQUIRED)- I I
NOTES, , , - . � 12 . NO 5ERVICE LINE $HALL TERMINATE UNDER A DRIVEWAY. I I I . I . S'O' MIN 1. A POSITIVE DIELECTRIC coiitiecrioti SHALL BE MADE BETWEEN ALL. GALVANIZED AND
11 , , , . I I I BRASS COMPONENTS.
.
� 3. EACH 'SERV ICE ,$HALL I NATE AT A CURB,STOPt5l WHICH SHALL BE BURIED - . - -
. I APPROXIMATELY 3' BEV IIINAL GRADE AND SHALL BE CLEARLY MARKED WITH A . - I I I � 2. WIER SHAA,t. BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE.
IN. NOTES: 'WITH � I ,; I'' ��, � -, . � OR AT PROPERTY LINE AND IN NO CASE SHALL If BE INSTALLED IN SIDEWALK
. . 2' x Z' x 18* S TAKE THE TOP FAINTED,BLUE AND MARKED WITH THE - - 1� __1 �
SHALL BE EXTENDED . . . NUMBER OF THE LOT(SI JO BE SERYEDs, I . I I . I OR OTHER PAYED AREAS- 1
2. THE ACTUATING NUT FOR DEEPER VALVES 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED , I 11 I . . FINISH , .
I � I , I ' I
I TO 'WITHIN 4.FOOT DEPTH BELOW FINIS E OINTS. USEJEFLON TAPE . . 1 4. RECLAIMED WATER SERVICES SHALL Be PAINTED PURPLE (COPPER) OR USE I 3. USE EPR RIME_R SUITED TO BASE MATERIALS. WITH Too COATS OF BLACK
I . C O . . I PURPLE, COLORED CIS POLYETHYLENE TUBING. I CONCRETE SLAB __1________________J . EXI IOR ENAMEL. . .
. . I 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE 4COPPER) OR USE N 210, MIN .
1 . I BLUE COLORED CIS POLYETHYLENE TUBING. I . ; I . I . . I
'
'
. � I � , . I - I I � I . I 1 4 , TEMPORARY JUMPER I I
I I . WATE IL* D UCED P � I . . . . .
I � . . . 11 I - I I � . . - 1999 FIG. �03 1999 �
'
.
I ORD 1999 F I G - 4dO I NFORD 1999 1999 F I G . 4 05. C.ITY 'OF SANFORD 1999 F 10. 50o� F � I I I I � I
I I I
I = I I . 'I - - I . I � I I �t I , - __ . I I . �
. . . �
.
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I I I
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.
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1� I 16 6 - I DI_SLNFECrION . � I . .
. I I
I f. I A . I I I I be cniortnoted In accordance with the apecifirAtions DOUBLE P.1 SINGLE _`_1__ I
TEMPORARY JUMPER CONNECTION NOTES: I . �1. ;1 , . . . 7� � . .Before being Placed! in service, all new water inalris shall LOTS ITYP-t-,," ERVICE (TY SERVICE iTYP.
I I ;; . 14' Dolow ana trio procedures outline In AWWA C-651 �Starodlord Procedure for Disinfecting voter IAQinsw. I .
. I E � I .
Z; �! �� I u- - - - I _ - " .
on$ not.eart existing . . , . �E . �E L� I � �� Ali provisions Of tno Florida Department of Envircrulfantol Protection permit snail Do complied witn. .
. I. A twper�y juttpor recreation 13 requIrtso at all cornacti . . I N ', � r . a - I I
active water Mina and proposed now voter main lawo�oaonts;- . a 9_� 7 , I , � 1-`,
, �_ I LINE I
. PROPERTY
I - . � 1, -h r,p._*._
i � � I ( zi 9� . - � .
2. Inc detail above Is to bl, used for filling any nee voter min of any size from 3 �t :; A. - � � . 2;, � � . WATER SYSTEM TESTING:
. existing active voter Mina we for f1wahing of nee MInts up to a INCHES IN . I � - . _U - I .
014CFER (2,5 FPSmInlMm velocity) and for pwillng bectorlologlogl sembles from any � I \ - � ) \ : � k� Hy*'oatqtic testing snail be performed ati5o pounds per squarainch pressure, uni ass .
how water gain of any sjze.� Tile ;uapar comoot on one I I as maintained until after filling. __ - . I I - � I otnnise approved by Inc city. for q paricA of not lose then too t2i rgxr3. Testing sngli be in . NAIER MAIN �
- I
� ftuaining. tooting and d 41ofeCtion Of " now min ties boon,su q4tisful ly cotplefed and � I I lj�qcor once with the oVilcable provisions as set forth In Section 13, ANWA Standard C6QO for I I I .1
I clearance for use (can line Florida DePartaont of Enviror" d (�, 1(7 f �� I 01010 Iron pipe barM-23 for PVC pipe. . (61 MINI MUM) . . I . I
other pertinent agencies have boon rocalvel, The Jwpor ccnrA t1ani snail also be used to . P ,I . . The testing procedure snail InclUde the Grotimoo application of the specified pressure q,
mintaln a rl1n;m.aa pressUre of ZO psi in Ina now mine aft nfection and . _4 12 . 11 � . to tno test system. for Inc two riour perloa. by,way of a pulp taking supply from q container .
Urt I I in* :; . h . � , I . . �
- . FDEP clearance letter Is ODtalnoo adequate. Trrutst DIOCAInq andlOr restraints shall be I . - I $UIIQDI, f., msq*Lflng.a?Ier lose. it. .tt.f ,oas qn,311 Do determined by mcozuring the
, I I ! i8l Volume ,,,, I.c., role 0 container, Snou io no ast fall. nacdssGryrePQ1r3 snail be ,� . I .
� provided twpororlly� (i required. Pipe " fittings used for connecting the nee PIP* to tile I � � � � -1 - . .2. � I
5 sinfac led prior to Installation in accordance .Itn AWWA C651, -- - 191, iq . � I ,P .5. I
,
4AI4tlN PIPO 31)(11 I 00 d I �i . . I accralisned u the contractor and tne lost - repootoo until wltnln the astabilaned limit The ,
. 1. � I I . I . con ractor she I furnish the necessary labcc� water putrps. gougo.s ard oil other item required to �, I �
1 1992 6di,tion. The topping siaaVo me tria ,exterior of the Min to " topped awl I be I � � -) P 2 "; I .- X cQnaUct the required water distribution syst it and perform necessary repairs. , -
I y � � �
.
, 4 1 � . F I . I
ollsInfactoO by spraying cc seactOng par attotlOn 11 of AWNA C651--i2. . i v � ;1 u _�_EWER MAIN _r I
L. ;, . Z; I . . I
I I . . L I - � �' �t!" - . . .�Ll� . . .
1 3, Flushing of JO inches In dloaxitter and larger water min* my ))a done thCough the tie -In I . V�& �� �: ,- I . � . . � � (
I Volvo under very control ISO cong; tIons, file following procedures spot I be folloveal � 4 5 a 1'.;: g I . . I .0 Z - , .1 I . 1��$, � I \ IL I` -
,
A. The tie-in valves shall 06 Operated W-4 Pfd,14urti tested in ti-,* prosence of the utility I . . R . a Ji-,. , I � . -
company Ono onginoor to verify water. tlQAtne3 � I � '.HA g % -, � 1sug �� . . CLEANOUT-__
I � � (TIP) . 1A i-
v: prior to tie-in, Valves onion ore not . . I � . . Ix - � , \ .
ter tight anail Do replaced w1in a now Vol Inaiallild la"diately cialocant to ins �i I Ix 9 � I
we - - . � I I . -i :; � � .1 .= . . L
� looking Volvo. �j :; 4 Z; o . �
I I -
. I �, . - , ,1 �' 1 114 " d . � . A -. 14 �t I . _E_ - I I
a. The temporary Jotpar ccmactlon shot I be conoirticted Go oetQ!Iod. The lumber . I . x �.:.l 4 'd � x .: 4;1 0 . I . I
§ I I .� it;, r S " I V; A -.
Connection Anq1t Do wood to flit ins nee wator min and for providing vater for boo- . I - . REDUCE\R �
terlologlcot sampt Ing of the now main as roqvired by tno�FOEP permit. I I 1, . v 4 I - I . � 4' WATER I
. � �q , b, � 1, � �-d I
v I� �
* Flushing *hall not be 04w,pled during P09K daMN 11OW4 Of it'* existing water 0 i . ,�H .1 . !E S �; _eE� . MAIN (MIN.
Mina. I � 9 / . � . .6, FIRE
. DRANT
I � . I i 2 . I zi * * I .1 . . . FItTINGS AS ASSEMBLY . . .
. I REOU RED I I (SEE NOTE
�
I # All downstream Valves In the system Mat be open prior to opsning. - Ina tie-in valve. I I �/ I . . � : . I . . . � I -
.
* Provioa for and monitor th � a prestiural in in* tio7in point. The pressure in the existing 9 .L . I . 1� - L I .
I I * . . .18 1 '
=In oust hot crop Del" 35 Pat. , I � � I . I � a. 0 � I . I I I I I S . I 1. I . � R I .
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* Ina tie-in Volvo shot I be Opened Q fee turns only., w4uring a pressure drop ooraW3 in* . . �w V =I �
Volvo is greater than to psi. . � 4 4 � - i � . � �
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I C. Ina tie-in valve 3m it oa locked closed by the utility cOlpany until flushing begins. � I 9 . I � - . 2 ,., . . PARATE M CURB
� I - 2 LJ I . SE i TER --, � .
2 c9 � I I It - -ii- . . WATER MAIN I
I U., Ina tie-in Volvo snail be opened only far f1waninq of tno now main. Ina procedure I � - . � .1 I BOXES 2' I TY - I
the observed by the engineer. . � q 99 I I -
. §nuit be directed by Ut I I I ty C"any we P I I \ I . I I � X I \ 1, . � I
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� if)@ tie-in vaive s"it be biased Qr4 iocKad in the closed position oy I \ I . \ I I .1 . I .
E- After flushing, � . . I I � � I I I
, that utility I company, I . . � � I . . � . \SIDEWALK (TYP.) .
1 4. Ina contractor snail provide occurtentletion demonstrating tnQt ,tne double check DOCKHO4 =� d 11 . . .
instal lotion. I __ I 1 - . I
prevention device me been tested one is in good working Order of the time of 4 1 \ -
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5. Except 43 required to, flush lines of great then a Inches in diameter. the tie-in valve � � . 14 I . Q I . L'
the utl I I ty C00p0hy. Ina . � . Z I . .
or �, . � � I .
I 1 coal 1 remain closed ow 36,911 be IOCK013 In the 410004 POSItIO0 DY . . . � .
tie -In Volvo snail remain lock" cloaiitd.until tne new system W4 be an cleared for use oy 9 � - ,� �k �- I I . . . I I . NOTES: I
FOEP old all other pertinent agonel a. � , I I . - � I
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6. Upon receipt of clearonds for use from FOEF GrVJ oil other pertinent ogarCI03, the '\ � - . � I t I - _R I I I I 1. ANCHORING TYPE 90
contractor snail rwwya the tomoorary Junvor cq"Qticn. Ina carporatl on stop& are to be I I - - I I L �,_ . I - I . I I I OF -WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A .
I - � ,qtoaad and piuggeo with 2 incn ora43 P-Jugo. I 0 � r , . I I - � .. . I H Y .
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�. 1. All Inatelletton ano maintenance of the temporary ILapar-,connect1w One oa5ociqtad �E . . ;j 1. . I I j i 9 . 4 M I ! . � I . . AM .
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I bQcKflp* prevention devico. fittingas valve, etc. aft,911 be the responsibility of the contractor 6 � . I . . . I . � .
. I I . I d.. . 3 ; I - I d 9 I . . I . � . I . . TO THE INTENT OF THIS FIGURE. .
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. .ITEMPORARY.JUMPER CONRELT ON . � I . � . M TESTING AND DISINFECTION � I I
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. . . I ER -IRRIGATION 5YSTEM .LAYQLJ I I L RECLAIMED WATER IRRIGATION SYSTEM LAYOUT ' L I
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.
I . 1999 D 1999 �F 10. 505 � � CITY OF SANFORD 06 . I , 5 C ANFORD 1999
. 1� � I . I � . . � I 1 199,9. � I I CITY OF SANFOR = 1999 . I I I I . I , I .
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I . . PIPE AND FI TtW5 OR PRESSURE VACUUM BREAKER OR . . I 1. I 9
.
. COVER . (SEE FIGURE 115) , . SCHEDULE 80 PVC.PIPE . RE UCED PRESSURE DEVICE . 1. I � I I . . � .
. � - , � AND FITTINGS I � (NOT REQUIRED YIHERE RECLAIMED I I . . - I . I I
11 I . WATER IS UTILIZED) . . .
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I , , , _\ - * � I I I TO BE FLUSH W I I 4 .1 I . . . I . . .
. . I I FINISHED GRADE. . I . I I
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I I I �_BACKFILL--\ , ,, I SH OFF VALVE - I 2, To 3o, I . . I I � . . . � . . I
1 I ABOVE . . I I
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I Befor being in saf-vice. oil ne.'.ater Mina snail Do cAlcriNted in accordance with the speolflCoticna
. �,� - ,"- , ,,-�, �, - I "and th -651 'Sioridard Procedure for- Disinfecting I r moln3".
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1 966�! - APPLIES ONLi IF IRRIGATION METER HAS . - I I I I I . All provisions of the Florida Department of Environffental Protection permtt st�oll 09 compiled with. I I I
. I . SEPARATE TAP TO MAIN. IN W05f CASES . I . .
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I I I I CORP. STOP THE IRRIGATION MEIER WILL BE PARALLEL I 1; I . . I
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I . I . I TO THE HOUSE METER AND OFF Of THE I I I . I 'WATER SYSTEM TESTING; .
DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. � I � I
. I . . . . Hydrostatic testing shall be performed of 150 pounds par square Inch pressure. unless I
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I . . . I � Otherwise approved by the City. far a period of not less than too f2) hours. Testing snail be In I
. 11 accordance wim the applicable provisions as set fortn In Section 13. AWWA Standard C600 for
� WATER MAIN � �� . . I � I ductible Iron Pipe W4 A**A Manual Nuaber U-23 for PVC pipe.
. I . � I I . The testing procedure snail include tne continued application of Me spacif;ed pressure
1k, . . . . I . to,ttio,tear system. for the too hour period. by wal of a pump taking supply from a container
. . . � . . su tab a for measuring *yter to". The amount of ass an ter
V I t ?1! "a do m Ined by measuring the
� I a um a sp I Good fr Gin so d conto I n er . S hou I d the est It 0 nac . . . . r , repqirs a he I I D a
. NOTES$ � I � . . occom I Isneo of the c9titractoc and the test repeated until .1 th I n the established I I ml to . The
Noms i . . . controc or am I furni an Ina necessary I Gbor . water punp a . gouges end oil otnor I tam required to .
NSIO B S I I � cor4we t the requ I red water d I a fir I but I on system and per form necessary repo Irs. 1.
I . A POS171VE DIELECTRIC CONNECTION $HALL BE MADE BETWEEN ALL GALVANIZED AND . I
.
.
I 7,. ALL WATER SHUT- � E . (30) INCHES AND � BRASS COMPONENTS. . . � I . � I . . .
I AG H V 2. METER $HALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE. � I . � . - I
1. I O T OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED tN SIDEWALK I . . I . . I . .
. . OR OTHER PAYED AREAS. . I
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I . i � T 1. USE PRIMER SUITED To BASE MATERIALS. FINISH WIT14 Too COATS OF PURPLE � I r I I I I I . I I . I . I I I I
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D W N 52.4 OF THE UTILITIES MANUAL. . EXTERIOR ENAI&L.. � I . . I I . � I . . I
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� - 1 4. DEVICE SHALL BE 12 INCHES (MINIMUM) AJ30VE HIGHEST OUTLET. � I I I I . . . . I N .
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AHU-1 /CU-1 PRODUCTION 10,0 1"32 96 79.3 f 66.7 55.0 54.0 3,600 2Q0 N A ,8
¢ ANGULAR / / Q 794 2.0 208 3 �3 208 3 1 R-22 2 9.0 208 3 1 1.5 208 3 10.0/- CARRIER ,�40RM-012-B6-HC/#38AKS014-5 1-6
g s DUCT TAP COLLAR EQUIPMENT
NOTES:
' u SUPPLY
- AFTER C01 FAN CASING 8c CLEAN FILTER '
EASILY 1 EXTERNAL STATIC PRESSURE AVAILABLE R L C AN 4. PROVIDE (5)FIVE MINUTE TIME CfELAY TO PREVENT COMPRESSOR SHORT CYCLING. REMOVABLE 2. PROVIDE 2 THROWAWAY FILTERS (60%).
-AIR FLAW G
CONNECTIC�V 5. PROVIDE IONIZATION SMOKE DEFECTOR IN RETURN AIR DUCT ONLY, PROVIDE DRY CONTACTS
3. PROVIDE HEATING/COOLING THERMOSTAT AND 24 VOLT CONTROL WIRING. THERMOSTAT SHALL HAVE THE SAME NUMBER
+ c t FOR INTERFACE WIRING TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR,
OF STAGES OF HEATING / COOLING AS THE UNIT, DUAL SETPOINT AND EMERGENCY -HEAT SWITCH. THERMOSTAT SHALL 6. PROVIDE 6" SUB -BASE OR 4" HOUSEKEEPING PAD.
RETURN &EXHAUST CUT OUT SLAB AS
REQUIRED TO INSTALL BE SUPPLIED BY THE SAME MANUFACTURER AS UNIIT.
a §
TRAP.
DEPTH EQUAL TO Z' DR N.S.P. (WHICHEVER IS GREATER)
/► IV� ^ IL. DEPTH EQUAL TO 4' DR C 2 X N.S.PJ (WHICHEVER IS GREATER) �I
} g 1 t1 \►v I°i _ R DEVICE SCHEDULE".TQ� SGA �E
a Ak PLAN NECK
ROUTE A5 SHOWN ON NDTE� FILL TRAP MANUALLY ON INITIAL START-UP.
TYPE THROW MATERIAL DAMPER MOUNTING BASIS OF DESIGN
MARK NPTE?
(INCHES)
" y PLANS OR NOTES ''
yX T t" H t
r
CONDENSATE DRAIN TRAP
NOT TO SCALE
F
1
t
� yy
LIQUID LINE
yyr,
L
1;
APPLY TWO COATS OF
PROVIDE FOAM PLUG -CUT FLUSH
VINYL -LACQUER FINISH
AT CONDUff ENTRANCE OR PACK
OR PROVIDE ALUMINUM
WITH ROCK WOOL OR FOAM
INSIDE OUTSIDE
JACKET ON ALL EXTERIOR
EXPOSED INSULATION
UA
INSLTE `ENTIRE
'
f
GTH -OF SUCTION LINE
ft =r
SEAL OPEN ND WITH �
EXPANDABLE
NON TOXIC
EXTEND PVC B"
FOAM, AND CAULK
ABOVE SLAB
{
WEATHERIGHT. EXTEND .
SLAB
PVC 4" ABOVE PAD ,
FOOTER
LONG SWEEP 90'
ELBOW OR 45' BEND
3 1 D f
;'�r����� •'
PVC CONDUIT WITH
SOLVENT
_
WELDED JOINTS,
4" DIA FOR
4 5• BEND
ONE SET OF LINES.
6" DIA
CONDENSING UNIT PAD '
`}
FOR UP TO 3 SETS
OF LINES,
ROUTE CONDUIT UNDER SLAB FOOTER AND
COMPACTED FILL.
COMPACTED FILL SHALL BE AT 4" LIFTS TO
GRADE.
r t
,
t
UNDERGROUND
REFRIGERANT LINES
NTS
x
PROVIDE BLANKET WRAP INSULATION ALL AROUND DUCT AND FIRE ,
DAMPER SLEEVE, AND VAPOR SEAL AT DUCT AND WALL (TYP, ALL SIDES),
MIN 1/8"/FOOT OF SLEEVE DIMENSION CLEARANCE TO BOTH SIDES.
MAX NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS FOR EXPANSION. '
WALL 2" RETAINING ANGLE ON FOUR SIDES OF SLEEVE AND EACH SIDE OF
WALL, FASTENED TO SLEEVE ONLY. #10 SHEET METAL SCREWS
MIN THICKNESS MIN
.
FASTENED EACH SIDE 2" FROM CORNERS OF SLEEVE, 6" O.C.,
MINIMUM TWO PER SIDE. ANGLE TO LAP 1° MINIMUM AROUND ENTIRE
x LOCATE` OPERATOR OPENING. SLEEVE SHALL EXTEND COMPLETELY THRU WALL.
>> x" OUT' OF AIR STREAM.
�{� SEALANTS AND TAPE AS REQURIED FOR TIGHTNESS AT CORNER
165 F FUSIBLE WHERE CAP MEETS SLEEVE.
.LINK
CAPPED FIRE DAMPER FRAME USED TO REMOVE BLADES FROM
AIR STREAM. FASTEN FRAME TO SLEEVE WITH MINIMUM 1/4° BOLTS
R 4z4 "
` ` 1 2" FROM CORNERS OF SLEEVE 12" O.C. MINIMUM TWO PER SIDE.
�' f SEE PLAN FOR DUCT WIDTH AND HEIGHT DIMENSION.
\V/
ACCESS DOOR SIZED AND LOCATED SO THAT FIRE DAMPER CATCH MAY
BE RELEASED AND FUSIBLE LINK REPLACED. STENCIL "FIRE DAMPER '
ACCESS,
16 GAUGE MINIMUM SLEEVE FIRE DAMPER ASSEMBLY
RUNNER CHANNEL ABOVE AND BELOW LINING MATERAIL NEXT TO
SLEEVE.
r NON-COMBUSTIBLE WALL MATERIAL USED TO LINE OPENING
�x
SURROUNDING FIRE DAMPER SLEEVE,
$ WALL (REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS).
S' }
' ' PLAIN SSLIP CONNECTION SHOWN, BREAK AWAY JOINT. N 0 SCREWS
ALLOWED UNLESS U.L. LISTING ALLOWS, APPLY SEALANT BETWEEN DAMPER
AND SLEEVE PER MFG. RECOMMENDATIONS• CAULK PERIMETER OF ANGLE
* 4 WITH APPROVED CAULKING PER MFG. RECOMMENDATIONS TO PREVENT
SMOKE MIGRATION,
,. NOTE.,,
z s ' FIRE DAMPER SHALL BE UL LISTED IN ACCORDANCE
WITH'UL 555. ALL COMPONENTS SHALL BE LISTED
` 4 DAMPERS MUST BE SELF SUPPORTING INDEPENDENT OF DUCT,
AND MAINTAIN THIS RATING. FIRE DAMPER SHALL
13E INSTALLED PER MFG, RECOMMENDATIDNSt
k PROVIDE ACCESS DOOR FOR FIRE DAMPER, IN AREAS WHERE FIRE
DAMPERS ARE INSTALLED ABOVE UNACCESSIBLE CEILING
rti�c3tct�" a
t
¢� ITYPICAL FIRE DAMPER DETAIL
NOT TO SCALE ,
Y
• r r
r�
d �
^� P
f•
1
� rp
n iVf f +
3
r'4 ,
RETAIN ANGLE SIZE
49'-72'
2' X 12GA.
ABOVE 72'
2' X i/8'
STRAP HANDERS
HANGER
STRAPS
RANGE
UNLESS FOOT OF STRAP',
STRAP IS PLACED
UNDER A BOTTOM
REINFORCEMENT
SCREWS -/ --I 1"E--MIN.
ZSCREWS MAY BE OMITTED
IF HANGER O
TIE HANGERS
L OPS DUCT JILL U\JL Ir VR LUAU
LOAD RATED STRAP
SECURE' FASTNERS
i'
WIRE ;`
II,
{' HANGER
10" DIA.
M AX. 24" DIA.
MAX. 50" DIA,
MAX•
HANGERS MUST NOT DEFORM DUCT SHAPE
HANGER RODS, ^_ NUTS
ONE HALF -ROUND BAND MAY BE
USED IF SHAPE IS MAINTAINED
I
WE
ALTERNATE LOCATION
(VERIFY UPPER TRAPEZE
LOAD CAPACITY)
REINFORCEMENT MAY BE USED FOR ATTACHMENT
IF IT QUALIFIES FOR BOTH DUTIES. ,
RECTANGULAR
DUCT
HANGERS MINIMUM
SIZE
HALF OF
10 SPACING
$ SPACING
5 SPACING
4
SPACING;
DUCT
PERIMETER
STRAP
WIRE/
ROD
STRAP
WIRE/
ROD
STRAP
WRE/
STRAP
WIRE/
ROD
ROD
P/2 = 30"
1" x 22 ga.
10 ga•
1" x
22 ga.
10 ga.
1" x
22 ga.
12 go,
1". x
22
ga.
12 go.
P/2 = 72"
1" x 18 ga.
3/8"
1" x
20 ga.
1/4"
1" x
22 ga.
1 /4"
1" x
22
ga.
1/4"
P/2 = 96"
1" x 16 ga.
3/8"
1" x
18 ga,
3/8"
1" x
20 ga.
3/8"
1" x
22
ga.
1/4"
P/2 = 120"
1 1/2" x 16 ga.
1/2"
1" x
16 ga.
3/8"
1" x
18 ga,
3/8"
1" x
20
ga.
1/4"
P/2 = 168"
1 1/2' x 16 go,
1/2"
1 1/2"
x 16 ga.
1/2"
1 " x
16 ga.
3/8"
1" x
18
ga,
3/8"
P/2 = 192"
---
1 /2"
1 1/2"
x 15 ga.
1/2"
1" x
16 ga.
3/8"
1" x
15
go,
3/8"
19
P/2 = 193"
AND
SPECIAL ANALYSIS REQUIRED
WHEN STRAPS ARE LAP JOINED
SINGLE
HANGER MAXIMUM
ALLOWABLE
LOAD
USE THESE MINIMUM FASTENERS:
STRAP
WIRE OR
ROD (Dia.)
1" x 18, 20,
1" x 16
22 ga. - (2) #10 or (1) 1/4"
- (2) 1/4" dia.
BOLT
1" x 22 go.
- 260 lbs.
0,106"
-
80 lbs.
ga.
1" x 16 ga,
- (2) 3/8" dia,
1" x 20 ga.
1" x 18 ga,
- 320 Ibs,
- 420 lbs,
0.135"
0,162'
-
-
120 lbs.
160 lbs.
PLACE FASTENERS IN SERIES, NOT SIDE
BY SIDE.
1" x 15
go,
- 700 lbs.
1/4"
-
270 lbs.
1
1/2" x
16 ga.
- 1100 lbs.
3/8'
-
680 lbs,
1/2'
-
1250 lbs.
5/8"
-
2Q00 lbs.
3/4"
-
3000 lbs.
RGUN DUCT
HANGERS MINIMUM SIZE
DIA.
MAXIMUM
SPACING
WIRE
DIA.
ROD
t STRAP
1 O" do
12'
(1) 12 ga.
1 /4"
1" x 22 ga,
(2)12go.
11-18"
12'
or
1" x 22 go;
(1) 8 ga.
19-24"
12'
(2) 10 ga.
1/4"
1" x 22 ga,
25-36"
12'
(2) 8 ga.
3/8"
1" x 20 ga.
37-50"
12'
(2) 3/8"
(2) 1" x 20 ga.
51-60"
12'
(2) 3/8"
(2) 1" x 18 ga.
61-84"
12'
(2) 3/8"
(2) 1" x 16 ga.
NOTES:
1. STRAPS ARE GALVANIZED STEEL; RODS ARE UNCOATED OR
GALVANIZED STEEL;
WIRE IS BLACK ANNEALED, BRIGHT BASIC
OR GLAVANIZED STEEL.
2. SEE FIGURE 4-4 FOR LOWER SUPPORTS.
3. SEE FIGURES 4-2 &
4-3 FOR UPPER ATTACHMENTS,
4. TABLE ALLOWS FOR
CONVENTIONAL WALL THICKNESS, AND
JOINT SYSTEMS PLUS ONE Ib/sf OF INSULATION WEIGHT. IF
HEAVIER DUCTS ARE
TO BE INSTALLED, ADJUST HANGER SIZES
TO BE WITHIN THEIR
LOAD LIMITS; SEE ALLOWABLE LOADS.
DO NOT EXCEED ALLOWABLE LOAD LIMITS.
CT HANGER DETAIL"
NOT TO SCALE
°
OVERFLOW PVC
GOCISENECK, REMOVABLE 24"O PRECAST CON(. COVER SET IN
SIZE TO BE EQUAL TO CC]ND, BELL END OF PIPE. PROVIDE LIFTING LUG OR RING
DRAIN LINE SIZE
r rc
GRADE F '
2" � BREAK THRU SIDES FOR A/C
COND. DRAIN LINE &GROUT
F• f t
]
2 � —0 " f r
a i f`j
12"
FLOW 7
11 °o ° °o 0 ONE SECTION 24"W PIPE MINIMUM IF CONDENSATE
2 u o ° 0 0 ° °o i 1211 FROM MORE THAN 1 AC UNIT, DRYWELL SHALL BE
INCREASED IN SIZE ACCORDINGLY.
o ° e o o 3" COARSE GRAVEL
00
° ° ® °o o °o °o o °0.0 HVAC CONDENSATE DRAINS- SHALL TERMINATE"IN A DRYWELL ,
OR MAY BE ROUTED TO NEAREST MINIMUM 4 SANITARY DRAIN
THROUGH AN INDIRECT DRAIN CONNECTION IF ALLOWED BY THE
LOCAL AUTHORITY. COORDINATE WITH PLUMBING.
DATE 06/0/01
NOT TO SCALE ENGINEER JHM .
ENGINEER JHM .
,
RS(QNS
{ �1
t
r{
{
SHEET
.
j
i F
.�l. a PUSSO A SSOC8A Tn, P.A.
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,• � f
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t
I
Itt10S* A HEANONEWLANGIAIR'CONDMONNG SPECFICA11ONS QLEV15 HANGERS: CATIONS L'SPECIR MASON FIG. 239, CARBON STEEL, FACTORY PAINTED SIMILAR TO FEE GENERAL I-1iSCOPEYOF-`*ORk-, 4 MECHANICAL. SPECIFICATIONS. APPLY TO, THE WORK SPECIFIED IN AIR DISTRIBUTION EQUIPMENT: TO THE FOLLOWING: THIS SECTION. UDE1, BUT. NOT RK.9§HALL7 WITH OPPOSED FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS f? N SHI'l.�A.�LL����LA$.OR*,.-'MA'*ERIALS.��iSERVICES,�l- EQUIPMENT AND APPLIANCES BLADE BALANCING DAMPERS AS SCHEDULED ON THE DESIGN DRAWINGS,
WO ED4FOR:TH AND VENTILATING, �-,QUJR E. FAOR�DXII.Q.N. N, INSTALLATION OF HEATING, IA R�',=NDITIO GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS
FURNISH AND INSTALL COMPLETE AIR CONDITIONING SYSTEMS AS INOICATED
(I NING.'�S'YSTEMS A51NDICATEO ON THE DESIGN DRAWINGS. O WI LL BE ALUMINUM
ON THE DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE SPECIF!OATIONS. AL �30 NOISE CRITERIA R E L A WOk": �RGIFIFO EL5EWHFRF'1, WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FABRICATION ANP/OR CONSTRUCTION, AIR DISTRIBUTION SHALL NOT EXCEED NC INSTALLATION OF THE SCHEDULED AIR CONDITIONING UNITS,',AIR DISTRIBUTION AS DEFINED IN -THE LATEST,ASHRAE GUIDE. E AL FOR ELECTRICAL: WORK TO BE DONE- IN CONJUNCTION AND DUCTWORK. TO.. ELECTRIC L. mtckANIGAL WORK. EQUIPMENT: IALL DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. AND STANDARDS AIR CONDITIONING UNITS: TO LATEST EDITION T EM�_A ',ALL'COMPQNENTS SHALL HEREIN MEET ALL STATE, MATERIALS; GALVANIZED STEEL OF GAUGES CONFORMING
THE D
UNITS SHALL D SPLIT SYSTEM AIR—TO—AIR ELECTRIC AIR OF SMACNA STANDARDS BASED ON 2" W.G, PRESSURE UNLESS SPECIFICALLY
R 'y' AND ORDINANCES IN. EVERY, RESPECT, NOTE
WI THE DRAWINGS, THE GALVANIZED DUCT COATING IS TO CONDITIONING UNITS AS SCHEDULED ON THE DESIGN
IC RESISTANCE HEATERS SHALL BE G-90. DRAWINGS, UNITS WITH INTEGRAL ELECTRIC HAVE A SINGLE —POINT ELECTRIC CONNECTION. ADJUSTABLE SPUTTERS AND DAMPERS SHALL BE INSTALLED IN EVERY PUT
E C., UNLESS' OTHERWISE NOTED SHALL BE NEW AND OF THE T
EST iLl XLI TY,', FREE 'OF DEFECTS AS SHOWN ON THE DRAWINGS AND AS TOTAL COOLING CAPACITY OF THE UNITS SHALL BE AS SCHEDULED ON AND BRANCH DUCT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON 1'NSPECIFICATIONS. DRAWINGS. UNIT CABINET SHALL BE CONSTRUCTED OF GALVANIZED STEEL, EXPOSED OR IN ACCESSIBLE AREAS OF THE DUCT FOR EASE OF OPERATION.
BONDERIZED AND COATED WITH BAKED ENAMEL. CABINET INSULATION SHALL
IY WITH FLORIDA ENERGY CODE. ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL
COMPLY WORKMANSHIP CURVED AIRFOIL BLADES OR VANES BE FITTED WITH AIR TURNS CONSISTING OF
r:rREFRIGERATION SYSTEM THE UNITS SHALL CONTAIN SEMI —HERMETIC WHICH WILL PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT APPRECIABLE
ALLs ATERIAL$'�SH -,,,BE, FABRICATED GATED AND INSTALLED IN A'NEATrAND SHALL A COMPRESSORS WITH SERVICE VALVES AND VIBRATION ISOLATION. TURBULENCE. ATICIN'OFALL INVOLVED TRADES
0- RMANLI E NE;�..W.TH,,T.H,E,l�OOORDI.N.,.. 111". : I
TQ'LAC '.'OF COORDINATION. RENCES .ANO. DELAY K* NO VIBRATION ISOLATION: WILL.BE MADE:"FOR REWORK'DuE:T,,Q* �,COORDINATION DIFFICULTIES NTERFERENPE,$, BETWEEN,,INVOLVED, TRADES,:"� • FANS AND MOTORS =THE INDOOR AIR FANS ..SHALL BE OF THE FORWARD ALL BLOWER UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY CURVED CENTRIFUGAL CLASS I TYPE. THE OUTDOOR AIR FANS SHALL ,BE OF FITTED WITH MASON WDUSTRIES VIBRATION ISOLATION EQUIPMENT SIZED IN
ITHE PROPELLER TYPE, EACH DIRECTLY DRIVEN BY AN INHERENTLY PROTECTED EQUIPMENT WEIGHT AND DUTY.
MOTOR, MOTOR AND DRIVE TO PROVIDE HIGHER FAN OUTPUT ;WHEN 'JOB'
THE OWNER A COMPLETE SET OF AS —BUILT
,kC N TR, DRAWINGS AT REQUIREMENTS, EXCEED STANDARD FAN CAPACITY SHALL BE PROVIDE6. PROVIDE FLEXIBLE CONNECTORS AT -ALL SUPPLY AND RETURN CONNECTIONS To ITHE'� END OF THE PROJECT. AIR HANDLING EQUIP OF HEAVY CANVAS OR NEOPRENE '` EXECUTION SAFETY CONTROLS COOLING SYSTEM SHALL BE PROTECTED 5Y. ..LASS OF FABRIC WITH AIR —TIGHT SEAMS AND CONNECTIONS TO THE EQUIPMENT.
CHARGE PROTECTION, HIGH PRESSURESTAT, COMPRESSOR MOTOR OWRLOADS, AND A TIMING DEVICE WHICH WILL PROHIBIT THE COMPRESSOR MOTOR FROM AIR FILTERS: ILOCATIONS ;OF EQUIFMENT`� DUCTWORK,"PIPING, ETC., INDICATED ON THE 'DiAGkAMM'ATIC AND SHALL BE FOLLOWED AS CLOSELY AS A STARTING CURRENT MORE THAN ONCE EVERY FIVE
•NTION, MINUTES. THREE PHASE UNITS SHALL HAVE PHASE —LOSS PROTECTION. FILTERS SHALL BE 2" FIBERGLASS (607.) MEDIA THROW —AWAY TYPE IN A RIGID FRAME PO 5 SI .- 8 LE,;._TO`THE PLANS�:SUBJECT TO BUILDING CONSTRUCTION AND WITH MAZE ACROSS BOTH ENTERING AND LEAVING,, SURFACES. JRTERFERENC'ES'_�"WTH. OTHER TRADES. ALL WORK SHALL BE INSTALLED TO IM A SUPPLY ONE COMPLETE SET OF FILTERS AFTER OWNER'S FINAL ACCEPTANCE. AX:IMU ' HE DROOM, BALANCED. OPERATION AND SUITABLE REFRIGERATION PIPING. A -STH TIC PEARANCE., ',CONTRACTOR IS RESPONSIBLE FOR ANY FIELD IINSULATION: WURE MEN T WIRED TO PROVIDE.AN APPROVED AND FUNCTIONAL SCRIBED IN THIS SECTION SHALL BE PERFORMED ONLY BY SKILLED - T A )P, REFRIGERATION MECHANICS. SHALL BE AS MANUFACTURED BY OWENS—CORNING, JOHNS—MANVILLE, A 7SBURGH CORNING,� ARMSTRONG, OR APPROVED EQUAL. INSULATION
S.
li
PIT
TRACTOR--SH4L BE RESPONSIBLE FOR FURNISHING AND INSTALLING REFRIGERATION PIPING SHALL BE FIELD FABRICATED.
N SUNDRIES AND ADHESIVES SHALL BE AS MANUFACTURED BY BENJAMIN
AbEWATE-�'ANO, PROPER'INSULATION -AND MOISTURE —SEAL IN A MANNER THAT CHILDERS, VIMASCO, OR APPROVE 4Y, PREVENT HE ACCUMULATION OF ANY OBJECTIONABLE WORKMANSHIP ON THESE SYSTEMS MUST BE GOOD, AND CLEANLINESS OF THE
FOSTER, D EQUAL.
MOISTURE , " I ON THE PIPING SYSTEMS 15 MANDATORY. WORK THAT DOES NOT MEET THESE CRITERIA 'E EXTERIOR OF AIR �CONDITIONING UNITS, REFRIGERANT —PIPING,
CONOEN$ATE°':QRAIN',PIPING, AIR DUCTS OR OTHER PARTS OF THE SYSTEM. HE SHALL BE REMOVED AND REPLACED AT N0 COST TO THE OWNER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING
'8H ALL -CORRECT :THE CAUSE OF ANY-'CONQENSATION AND FULLY REPAIR, ENGINEER SHALL DETERMINE WHETHER THE WORK MEETS THIS CRITERIA. R INSULATION AND MOISTURE —SEAL IN A. MANNER THAT -'CQST1;,TO,,.THE -t OWNER, ANYDAMAGES TO BUILDING SURFACES, WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE F6 RNI SHIN QS OR- EQU IPMENT CAUSED :BY. CONDENSATION FROM THIS SYSTEM, PIPING SHALL BE MUELLER STREAMLINE ACR OR READING HARD :DRAWN MOISTURE ON THE EXTERIOR OF AIR—CONDITIONING UNITS,' REFRIGERANT— PIPING,
OR 'T AIR DUCTS OR OTHER PARTS OF THE SYSTEM.
HE:,FULL�,PERIOD OF_THE -GUARANTEE, FACTORY SEALED NITROGEN CHARGED SPECIAL REFRIGERATION DUTY CONDENSATE DRAIN PIPING,
TUBING. FITTINGS SHALL BE MUELLER OR NIBCO WROUGHT,COPPER LONG CONTRACTOR SHALL CORRECT THE CAUSE OF ANY CONDENSATION AND FULLY
GITESTING ADJUSTING, RADIUS REFRIGERATION TYPE. REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO BUILDING
: ,
SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION
_N1ECHANI'CkJ'CQN TRACTOR, AT HIS EXPENSE, SHALL. -CLEAN, REPAIR, SOLDER SHALL BE 4% SILVER/967.' TIN MELTING POINT OF 43OoF WITH THIS SYSTEM. FOR THE FULL PERIOD OF THE GUARANTEE, .CHE.Ck,-,_B'ALACE, AND PLACE IN SERVICE THE --,VARIOUS SYSTEMS TENSILE STRENGTH OF 14,000 PSI AND SHEAR STRENGTH Or 10,600 PSI, BRIGHT tSILVER NON —OXIDIZING COLOR. 95-5 SOLDER WILL NOT BE PERMITTED. DO NOT EXISTING CONDITIONS'
THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND
ALL" AL BRAZE. J.W. HARRIS "STAY--�BRITE" AND ENGELHARD "BRAZE —IT 4,30" ARE ;FEQUp FURNISH L MATERIALS. EQUIPMENT, AND TOOLS IRED,"TO ,PERFORM TEST6 REQUIRED BY THESE SPECIFICATIONS AND BY THE ACCEPTABLE,DRAWINGS AND CONDITIONS RELATING TO EXISTING CONDITIONS WERE Ef ORITIES., AUTH OBTAINED FROM OWNER PROVIDED DRAWINGS AND FIELD MEASUREMENTS.
FILL PIPING WITH OIL PUMPED DRY NITROGEN` DURING ALL SOLDERING ACTUAL CONDITIONS PROBABLY ,VARY AND MUST BE FIELW VERIFIED.
BLEED OFF PRESSURE AND EVACUATE RELOCATE AN Y EXISTING UTILITIES OR DUCTWORK REQUIRED TO ALLOW OPERATIONS. INSTALLATION OF THE NEW SYSTEM. SYSTEM TO .1",HG ABSOLUTE,
Alk";CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC,, LSS `.THAN THE REQUIRED. AIR QUANTITY WITH QUANTITIES IN UGE- OR MANOMETER, BREAK NOT", MEASURING SAME WITH ZIMMERLI VACUUM GA
VACUUM BY INJECTING R-22 INTO SYSTEM .AT FARTHEST POINT IN PIPING FROM
0 L OF THE ENGINEER IF FOUND TO NOT C 5 $.-,.,T Q 9 E,- 3 Q. P. T TO .COMPRESSOR. RE —EVACUATE, TO All HIS ABSOLUTE. SYSTEM MUST HOLD THIS
OBJECTIONABLE'EFFECTS SUCH 'AS NOISE, DRAFTS, OR MOTOR
VACUUM FOR 15 MINUTES. REPAIR LEAKS AS REQUIRED UNTIL IT DOES, 't, 0. V E R QA CHARGE SYSTEM WITH PROPER QUANTITY OF REFRIGERANT, ;,,e,_WRRANTY/GUARANTFF:,•COVER ALL EXPOSED LIQUID LINES AND ALL SUCTION, PIPING (INDOORS AND
IOUTDOORS), FITTINGS, VALVES, ETC., CONTINUOUS THROUGH SLEEVES,
I,-, CON TR ACTOR - SHA -L" WARRANTY GUARANTEE AND MAINTAIN THE
HANGERS, ETC., WITH 1/2- FR/ARMAFLEX. INSTALLATION SHALL BE AN. MATERIALS,AND KEEP SAME IN PERFECT REPAIR AND CONDENSATION —FREE, AND INSTALLED ACCORDING TO MANUFACTURER'S
N ONE (1)�LYEAR. _9 DITI,,, THE. OF RECOMMENDATIONS. MAXIMUM FLAME SPREAD SMOKE OF 25 WHERE
CONCEALED AND A MAXIMUM SMOKE DEVELOPED RATING OF 450 WHEN TESTED TO ASTME 84 IN BOTH CASES.
PIPE HANGERS,WHERE NEEDED, SHALL 'BE'GRINNELL #260 CLEVIS TYPE, 5'—O" ON
,
CENTER, SECURELY ATTACHED TO BUILDING CONSTRUCTION. t. -:ALONG PAD/FLOOR/EQUIPMENT/
PIPE SUPPORT: ATTACH LINES SECURELY
SUPPORT IN A MANNER THAT LINES DO •
STRUCTURE TO PREVENT MOVEMENT. INOT HANG FROM EVAPORATOR CONNECTIONS OR BLOCK ACCESS TO FILTERS,
•
CONTROLS, ETC, TRAP OIL IN SUCTION LINE AT EVAPORATOR COIL. NO OTHER COIL TRAPS tPERMITTED, PROVIDE SUCTION RISERS, CHECK VALWS, SOLENOID VALVES, OR
OTHER DEVICES REQUIRED IN PIPING SYSTEM BY MANUFACTURERS INSTALLATION INSTRUCTIONS. IIIIIFa
10/10
J.
t.
III�/A 12/4-2 I0, A.
1714 FLEX t
m
i
III0 IMV0 tIII
f.
\n1lIIIIIIV00 t1 4-" x1 4 v NI p IL --AI024"x; IIG)250 Iloll i o"x ISTAINLESS ST�Fl_ OR ALLUNINUM IENCLOSUREF?F DUCTWORK II01 Otlx .1
x
III(D250 Iq)250 100 10I) x II
z
Z
0
Lm
0
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Lu
I0
1136
I
Iq)500
12%12"
-A M A 1rr 9L /AL M4
tNtj I N L t K ENGINEER JHM IAC.:SYMB0LS,..,.LEGEND Y (X DESCRIKION IR/A AIR HANDLER t. SUPPLY DIFFUSERt 777777777 VD
MOTORIZED VOLUME DAMPER
V
PERMIT # 016, (%&0 OFFICE COPY
FINAL INSPEG 11-;j 'll REQUIRED
Pity pf swiford
Model Codes in effect:
Standard Building Code 1997 ed.
Standard Plumbing Code ed.
Standard Mechanical Code 1997 ed.
National Electrical Code 1996 ed.
See City Code AMENDMENTS
FL. Accessibility Codes 1997
FL. Energy Code 1997
I
a,
3
RETAIN; ANGLE: SIZE `
^
49'=.72'
2. X 12GA,
NUTS
ROUND DUCT
HANGERS MINIMUM
SIZE...
DI A.
MAXIMUM
'
WIRE
ROD
STRAP
SPACING
DIA;.
10" do
12'
(1) 12, ga.
1 /4"
1 " . x 22 .ga
(2) 12 ga.
11-18"
12' , ._
or
1/4".
AR,x22 g0.
(1) . 8 ga.
19-24"
12'
(2), .1 g0:
1/q"
1" x 22 g0
25-.36." `
12
(2) 8 ga. _
3/8°
1." x 20 ; ga:
37-50"_
12.
(2)':,3/8..
(2) 1" x 20 ga.
51-60"
12'
(2) 3/8"
18 go.
61--84" `
12,
(2):3/8p'
(2) 1" x 16 ga.
NOTES:
1. STRAPS :ARE GALVANIZED ,STEEL; RODS ARE `UNCOATED` OR.'
GALVANIZED STEEL;;
WIRE' IS BLACK ANNEALED, BRIGHT BASIC
OR GLAVANIZED STEEL.
2. SEE FIGURE'4-4 FOR LOWER SUPPORTS,
3. SEE FIGURES 4-2 & 4-3 FOR UPPER ATTACHMENTS,.
4. TABLE ALLOWS FOR,
CONVENTIONAL WALL THICKNESS, AND
JOINT SYSTEMS.;PLUS ONE Ib/sf OF .INSULATION WEIGHT. IF
HEAVIER DUCTS ARE
TO BE INSTALLED, ADJUST HANGER SIZES .
TO BE WITHIN THEIR
LOAD. LIMITS; SEE, ALLOWABLE LOADS.
4.
VA