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HomeMy WebLinkAbout901 Central Park Dr 00-1178 (A) NEW BUILDINGZONE DATE CONTRACTOR A nn R G c c l! PHONE #_ LOCATION OWNER no OD SUBDIVISION: 8 PERMIT # f , - JOB 6 U COSTS j FEE S STATE NO. ADDRESS PHONE #� FEE 80,4' PLUMBING CONTRACTOR $ b� ADDRESS PHONE # - Ca FEE $lLC) ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR FEE $ - ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS {__} FINISHED FLOOR ELEVATION REQUIREMENTS {__} ARCh, fECTURAL APPROVAL DATE: LOT NO. BLOCK: SECTION: L SQUARE FEET: 7 L( MODEL: OCCUPANCY CLASS: FEE $ ENERGY SECT. 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'I { ,p , . ;� a'a a t bb . c i i Cas r AA 0 Ru ed , /I 11111, ,.; i Ii ' VICINIT ryA ..Y .r�l,lP., v „ s ;� 5�8ff i i I 6 1�'.11 0 N" ,,, _ c x Or i i 1 /Q" Pitch f !� a ! r 4 3/4" i i Optional ►-- I I f ,.; ,. s t��-r , i" '� , l 20.00' o I w CURVE RADIUS LENGTH CHORD BEARING DELTA { N r�7 IIII I I �i I )J I! v� p p G' 1 434. 6 ° t \ i 12 ' 4 Q F 27.54 N 87 5fi 05 E 03 37 54 {; , 8 Min. 9 Max. i o 5 27.54 • r - -r--- t I a . o I L,J C2 25.00 42.20 37.3E N 41063'44"W 96@42'28" �,, �, I r a i a.00 I,, �, " _ B DIN 1 , - _ _ , I' - ,'fi,) R C� l � I LO 30 Q r. LOT 15 7, v `' , ! ; . � w , VACANT o o� R!-1 ' LEGAL DESCRIPTION: ( ti� 4 i f � I 6, p„ ! fV00DS ! i' LOT 30, S '. wC=-- I ANFORD CENTRAL PARK PHASE�Jl,. AMENDED, AS RECORDED IN PLAT BOOK, 54, PAGES 8, 9, & ,, , 12P,� I -1i S z i 10, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. :, , , --I t--- 2 ' Min . I I I -i I (` °' 11 A, f O ". '' .I*,,�.:",�!,.",..,., ;,, , "" � —1 rI -. r 11-3 Max. 1, I` " • o t va ..eD � 1a {,r r C. O1. - � . y u, _ " r„,, ” N Q1 . I .1 ! o � I `C i GENERAL NOTES: No. 5 Bars, I 8 18" Long i�,�,�,� Y' � v ON BUILDING ( " To Per Guar , . F.. d) i o I � ! N a. 1. PRIOR TO COMMENCEMENT, CONTRACTOR SHALL PROVIDE PECHT=EVANS . '•:h;• � �' � ,,, I r- / 0 fir° ENGINEERING, INC.; WITH CONSTRUCTION SCHEDULE FOR VARIOUS SITE WORK ' 1 ,, I o . ' r f ! Q , -- _.-____---�----- . ELEMENTS SO THAT PERIODIC SITE VISITS MAY BE COORDINATED TO INSURE TIMELY � ..,, ," ,' . C+ONCR»ETE BUMPER .GU.A RD i 4, � _ ____ � 4 CERTIFICATION OF ,C NSTRUCTION TOAGENCIES AN T AV f I Y (j O D 0 0 D DELAYS N ISSUANCE cry I .------- OF CERTIFICATES OF OCCUPANCY. N.T.S. ;' , r , 1 ;,� J : J ' 2. CONTRACTOR SHALL MAINTAIN A SET OF PLANS ACCURATELY MARKED UP WITH _. i Q . , c� . 7 TOTAL ,3 , F OFFICE I AS -BUILT INFORMATION ON RIM AND INVERT ELEVATIONS WM FM FITTINGS AND THEIR Kzi�) , ).,, , f - ,, 8 o ,000 E , , 11 T F 1 ,,,: °'A - I T INF RMATI N HA I S L00 500 SF S BU L 0 0 S LL BE SUBM TIED TO THE NCINEER � PRIOR TO FINAL W; J fYi. 'o...:�..« X' ; I 4`—� -- '."--- , �._-•w_ C 2ND FL 1; 500 SF ACCEPTANCE OF THE WORK. . ! I I � _. - - C,0 80.0 3. REGULATORY SIGNS SHALL -- -- 20000' oo , ;.Y _ __ N LAC PRIOR 0 FINAL INSPECTION 0 PAVING __ __-� D DRAINAGE (; ,,< , ` I . SET !, G __--_ _._.__�_ AGE ,IMPROVEMENTS.BI PLACE T NA PECT OF ,�':",` I, :':'' - C2 1 6 : �_ -_.._-„ .-.- o..,,.. .... �.._..-- _ _2U. C! EXISTING AN I R t � = 26.09' -- - R 434.66 LIGHT 4. CONTRACTOR SHALL`'BE RESPONSIBLE FOR PROTECTING ALL EXISTING SURVEY Air ,:. � = 96°42'28"" � �, DOOR ( D = 03°3% 54 -, r,,: -I MONUMENTATION. DISTURBED MONUMENTATION SHALL BE RESTORED BY A{' L = 42.20' . � o L = 27.54 FLORIDA -LICENSED LAND SURVEYOR SELECTED BY THE OWNER AT CONTRACTOR'S'; _ _ _ s' %N ____ — — - Ric. ' EXPENSE. �"� --� _ _ �--' a 4 I 1/2" 1.R. r ,/ p, � ri,,0 -v- 10' CITY SERVICE ESMT. PER PLAT I 2aa2 , , �"' "" 5. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL ROADWAYS TO DRAIN �,', , , , ,„. 1 DRIVING - ,»»»,w»u�wsww.:w,:," »»w. - - „»"»» »:..,,,.ww.,,,.,,»,,...".».». 1 ° � .`b ° .. . 4 ° �/ ° ` ". ., - 4 �,,.�•-�,�._,—t'—'`_� 41 POSITIVELY INTERSECTIONS SMALL BE TRANSITIONED TO PROVIDE SMOOTH :;: , ;1, .. a''• 4 • , ° . .. ° A o � N 88 45 02 E 171.,23 ° '�- Ri1r u d ° ___._.�---~ 0 o SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD AREAS OF POOR a a --- R T i � , • -s , � � • " F 4. d a ° ec DRAINAGE RESULT FROM THE ADJUSTMENTS DESCRIBED, THE CONTRACTOR SHALL i 4 ,. ,r ., ,, k., .. ' ° To �4598.R. a,a ° v 4. °. . 3fe� NOTIFY THE SITE SUPERINTENDENT PRIOR TO PLACING BASE SO THAT ,r1. ,. EXISTING u' . 2" LR. ;. , A. t r,K:; a �� a : d 4CONCRETE. Sw ,f�388z RECOMMENDATIONS FOR CORRECTION MAY BE MADE. I I.LIGHT ^� d A . i. '° a , 4 <' , . ° APRON 40.00' /.j 6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY •'`'.., . d .� 1 �y d . .. - - _ _. - : _ _ _. _ . _ ... _.. ..:. Gi c ::...,.:.:w.w-;, ;..;' .. ,.,_ .., ..:- ,:, ..:.. .- w., _..::; ,-:,:.:e.: _..:.�-: _ ..-. DISCREPANCIES FOUND BETWEEN THESE PLANS AN THE FI CONDITIONS P �� _... w._...__ �� D E ELD D 0 0 "t { ; �V 11fiP .,u .,q 777 77, 7 7 7, F RE,HYDRANT ll,,,�­ to C 'f, �T, 'A 4', I �, 1 '1 - - . -, " - , , , .1 1 , " 1.1 1 , Fat�m_ v 0 . . . . . . . . . . . . .......... DRAWN: _TM 7,; N. UTILITY NOTES: CHECKED: r,ro D �KLP: DATE: w PLANS REVIEW SEP TEMOER, 1999 0 SCALE:, CITY OF SANFORD 61 -z; m20' 0 1., CONTRACTOR IS TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CAD NAME. z 8024 DW 0 JOB j. 99-0024, 'CONSTRUCTION IN THEIR VICINITY. SHEETI, ni NnTr". CLEANOUT 2. WATER AND SANITARY SEWER MAINS ARE TO HAVE A 10' (MIN.)HORIZONTAL z it SEPARATION DISTANCE. 2 0 U - 3. AT WATER MAIN/SEWER MAIN CROSSINGS, PROVIDE A (MIN.) VERTICAL w Z SEPARATION DISTANCE �OF 18" BETWEEN BOTTOM OF THE UPPER PIPE AND THE CROWN V) OF THE LOWER,PIPE. IF SEPARATIONS LESS THAN 18" A JOINT OF D.I.P. SEWER MAIN WILL BE REQUIRED. THE JOINT OF.D.I.P. PIPE TO BE CENTERED AT CROSSING WITH 0 WATER MAIN/S TORM SEWER. LOT 31 LOT 13 4. ALL WATER AND SEWER LINES TO MEET CITY OF SANFORD SPECIFICATIONS. ui 5. RESTORE ALL DISTURBED RIGHT —OF—WAY AREAS TO PREVIOUS CONDITION. RM. 6. FOR CITY OFSANFORD WATER A ND SANITARY SEWER DETAILS, SEE SH EET 5 THRU 7, <1 "'y 1,3,M6 'N 89*45'0;" E 14 203.44 7. , ALL WORK ON,UTILITIES SHALL'BE OPEN TO AND SUBJECT TO INSPECTION BY 5' UTIL. & DRAINAC 3E ESMT. REC. 112* I.R. AUTHORIZED PERSONNEL OF THE UTILITY COMPANIE8, OWNER, AND PROJECT GRAPHIC SCALE 1.3144 ENGINEER. 0, -20 Ao 20 40 4 ONCRL'i E: C 8. HYDROSTATIC TESTING SHALL BE PERF ORMFD IN ArrnRr)ANrF ITW AWWA --------- ...... C600 OR M23 AS APPLICABLE. "A PRO 4 A 4 4 80.00, IN FEET 9. DISINFECTION OF JHE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C651. 1 InQh 20 ft. 10. AT WATER MAIN/STORM SEWER CROSSINGS, PROVIDE A,(MIN.) VERTICAL . . . . . ....... SEPARATION DISTANCE OF 18" BETWEEN E30TTOM OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. IF SEPARATION IS LESS THAN 18" A JOINT OF D.I.P. WATER MAIN WILL BE REQUIRED. THE JOINT OF D.I.P. TO BE CENTER'AT CROSSING NTH WATER W MAIN/STORM SEWER. 11. WATER AND STORM SEWER ARE TO HAVE A 10' (MIN.) HORIZONTAL SEPARATION DISTANCIF. CONTRACTOR TO nFFI FCT wA*rFp mmw., Apoi wn npwNAr.F qTPI Ir -n lPr�zz Tll Aq ? v 0 . . . . . . . . . . . . .......... DRAWN: _TM 7,; N. fQ CHECKED: r,ro D �KLP: DATE: w PLANS REVIEW SEP TEMOER, 1999 0 SCALE:, CITY OF SANFORD -z; m20' 0 CAD NAME. z 8024 DW 0 JOB j. 99-0024, SHEETI, NnTr". CLEANOUT Ij j 80. 00) SET 29 R. ef y f C2 . ....... I�R 434.66' R 26.00 03*37'64" z EX. 2" A 96042'28" D7FD L 42.20' �LEANOUT RECLAIM. DDFD L 27.64' 0 un , , - SERVICE 0 cc REC. 112, 1 R. ETER_\l_ 1/ 2 M m ­1��# U�e 5'02" E 7B 112* IR "T� 1 0882 -01-1 �Am 112' I.R. EX 6, "COUCRETE ��EXIST. 6" RECLAIMED WATER 1":METIER A APRON THE DEVELOPER SHALL CONSTRUCT RECLAIMED WATER DISTRIBUTION INV. 211,81 40.00' e., FACILITIES TO THE PROPOSED DEVELOPMENT & TO EACH LOT TRACT HICH SAIL) 'I)LVLLUPMEN I. o'l CURB cul?a z EX, A FULLY,AUTOMATIC IRRIGATION SYSTEM, UTILIZING RECLAIMED WATER, 01, TALLED BY THE DEVELOPER SO AS TO PROVIDE TOTAL ev) Koo= SHALL BE INS lys I Irlm COVERAGE FOR ALL LANDSCAPING, INCLUDING HEDGES, TREES & GRASSED' 1A Lj.j AREAS, FOR THE PROPOSED DEVELOPMENT EACH LOT TRACT THEREIN. (No /0-),� 111r. TUPQRMY ffNGHAWK ELEV.-M.20 < ILI COASTLIYVE ROAD FIRE HYDRANT 80", RIX I ST'l N G 8 WA TE'R FIRE HYDRANT. 1 00,± BENCHMARK "USED: SEMWOLE COUNTY, FL. DES16NATION j 304J 10 1 ELEVAT19N = 48.272 ? v 0 . . . . . . . . . . . . .......... DRAWN: _TM 7,; N. fQ CHECKED: �KLP: DATE: w PLANS REVIEW SEP TEMOER, 1999 SCALE:, CITY OF SANFORD m20' 0 CAD NAME. z 8024 DW 0 JOB 99-0024, SHEETI, NnTr". BENCHMARK "USED: SEMWOLE COUNTY, FL. DES16NATION j 304J 10 1 ELEVAT19N = 48.272 ? v 0 . . . . . . . . . . . . .......... �0 7,; N. fQ .;,-,H,,,�i .�� i. ", : '.. ".1, I - I " , 1 � �' ­� , ';.,�,-; ., ! .. 1 � - . . •I - I . . - �': , - - . � .. I I, % . I .4 'Pi , � : " , � , I awl I I I Nrl%v I I %ji I � . . 11 , I I , , I :, � , ------ ------- - -,-,- I .. . ____ ........ f ----- _N __ _____-.1 _ --- ­ -60 -� I � I I . I ,�.' �, . . ­ " 1 : I� ', � .. 4 � ti. " I , - I ,__ I m ,�.�=-z.�;���-.­ �=;I . I.�..��.--.-..,--,-.--., ­­­.1_..­.�.".�l.-II..-"�=�,,=CURB . . 1: � : I . . ,,,, . . � I � I I I � I I . % , ­ . I I � I . . . . I I . FBV 75 . , . i , � I � .1 I I I ; , , . ,� I 1. � I I � . I I I . I . I I I . 0 � ,!�. 1 " I , ! . I � . 1. . I . 11 I 11 . - � � I I I . 4 1 . 8" STAB. SUB , I . , � .­_ �­. I ,� , , ;11 ­ ,� � I . . , ", I I . . , . . I , , , �.,,;,��; .�, �'. " I : .1. I � , � I ., T � I . 1 \ I I JOINTS , .. . 11, I• - 11 , I:, , .... 'I .A I I � I . 2. COORDINATION WITH L TOR TO ASSURE POND IS SODDED . .1 . , ,,�, � , , �', 1, �, � . 11',;�.-��:_ � :o I I � I .�r , , ,� ,., " , ,,, 11 �i . � I 14 " , . � . . . I , k� I - . .. � �, A - . �5 �26 \ I .. � �I , . , � I . . .1 11 "d � 4 i � . . I � I , \ i , I I . I !,. I , I 'l I � TO PREVENT SCOURING. I. � I , "I I" 1� .� I , , ,.'� , , �, ., � , �111 , , , 1�1� . , �,,�,,l . , , "'.1 1, �,, ­ I . I I � , � , " I �, I I . � , � . 7 , �, , . , , , . I - - I I � . . . , . . . I I 1 ( IN FEET ) - . .. . I I � . I I I . I � \ I I 4 , 1, . I � I I I I I 1( I I I I � ' � "I 1, i I ��._ I , , � I . ,� I , i.11 11 -1 , I I", �. .� '' 11! 11 1�1,,_�,�', ,,,,, 11 I . . . I - . I . . , ., � , " ,1 �•I I I , I . ;, I . . ,I 3I).0 33.0 - - , I . I , Inch = 20 f+- I . 4 , . ,� I . I . . . ------ * \ �, I , 1. . . "t, . I . 1, , , � I . I I, I 1, � . � . I . I I . I I " , - I I I I I . I , . . I I . I I lil:1. �1. 1, . 1 . I CITY OF 5APAFORD , I 3. F.D.O.T. INDEX NO. 102 AND 103 SHALL BE. USED FOR EROSION AND SEDIMENT . ,. _,*," � .1 I , ," , - . I I . I "I . - �� - "', . . I ., � I � . . .. " , �_ . I 1. I . . I . I I � I . � I I I I � . . I . I . 1 \ � - , "P, I .: ; I � N - CONTROL. BEST MANAGEMENT PRACTICES AS REQUIRED BY OF SANFORD SHALL . � -�'­:, ,., , ,� ,; " .• �,, , - 11 .., , , , , " � - � ,� � 1 . 1, . I I I e I � I . � I I I . : . : I I I . I . I... .. I ... d.. I If .. " �Ip . (l 4 .. 4�'­. ­ ­ R) r .....11 , I . I 1�1, 1 ,�,:�f:�,�'- -�.�­ I '. "I , , I . ,,��%% q:�, ,,,� .� : . 11 . , , I I I I 3' WIDE BERM BE OBSERVED. . � '14, I � ��,:; � 1, � I , 11 , , �, , . I I I T . I . Ilc� iv) � . . � I 1; �� � I I I 11 � I I , I a, I ­ 4� di" 1. I . I � I� I �,;Iv -11 �� ) I � " " , , � 1 - . I I I 1. '3024-4.DWQ , �� I I I I I . I � 4. BOUNDARY AND TOPOGRAPHIC DATA IS BASED ON SURVEY PREPARED BY I I 11 �3?,`!,�,11 �,��Z%!,'� I -.,' ii"', , , I . I k . I .14 1 I I (�) - � ; � � 6 , I I I I ("NOI" .) �-. - �.11­­I�j I. ? , � I � �� � 11,11W. , 1". . .� '. L - , ,�:� ""�,'�,','� I A '' ,,, � ,.�, ". , , I . , .1 � GRUESENMEYER -SCOTT AND ASSOCIATES ,DATED 8.30.99 I " " l., � �i.�, , , * i ­ , , ? I , , : , , t" . .1'. V, I 1, . , I ?,.,.��;�,�:­,. , � I . I I I I � I . I I : . � I . . . . � , . � - � I I -1 , I � �, .1 , � : 3 0 1 1 38.2 I � I , I :!� I - . . .11, I � I I I I . : � � I . 1 ,A _ � 1. I . . . I I I, � . ..... I P, . i " i " 4 1 " 1� I - - . COASTZINE ROAD R0A MMPHW __ � . 901� VE � E SWALE '" " � r 5. SITE GRADING, PAVING, AND DRAINAGE MATERIALS AND CONSTRUCTION SHALL I . I I , � -11- ,�,.""'." . . ­: I I " f � I �;- I . . i II I" 1: Ile, I 4 I . ( - - nnK1c1nmkA TO 01TV C AKIC' r) AN r I. . ,� I I � ,, , . ; , � , � LI :::,"I . I F I . . I I �p I � . . ,, I I I . . 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I , r I _ , 0 I � I 1 .4. ..,? . I L I . , I k -N, . 1i ( - � .. _ I .1 I I . , I � 6. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) ,TO INSURE THAT ALL . , .:".� �' " ' I � , '' � I L I . K I I � " . 4"!�.'�'�"!.��', L �, I I � I I . � � I I I - _.. . . REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND PRIOR "TO THE COMMENCEMENT . L � " I ��(i�111,�,_;:,�'.. 11, , 1, I � . .1 I . : . . . . -j � _�­,­:�-,!'� .r Ir I � I 11 .., L �, . . 1� ) � . . . L - � T- I , � I , I . , I - . I OF CONSTRUCTION. � (o : . I 11' . I I I (-D � 111.'­11�­",��_ � .", . ", � I I..r , I . I I i , I I , il , L r � I �': �. � . I . � r . 1. I I _: : 4 1 33.0 � , � 1 '2� � 40 -,Z"�,,:, r -;',' � , � . � ' . � � I I . L I I : IV) : 4, : 0 - . . I - - � � I ­"A;vl'��., _'. "', . r ,._1 : . . I I . I I I : .. I . - . . . 7, THE STORM WATER R � ETENTION/DETENTiON POND SHALL BE CONSTRUCTED I - � '-1 1'1711�, 1� ...., -1 ­ I .1 . � I 1 EE I - . 0::� L " . 4' j.;,- , , " � I . I'll . I I I I I I I : " I !_� " . I I : . Lj-j , , " �_ L� �o � . DURING THE EARLY STAGES OF'CONsTRUCTION. SODDED AND/OR SEEDED AREAS 1, f ; I I . I I"i ,. ,, .� ,. ,,, . .� I . I � - : "+ I i a ;-t: . I I I L-0 I L��;.,"':­.�,�,;`), , ­ I , . I 1. I I I . I 1, I . . I �- 1. I I I I I'' � I ''' W , I ,,,, , 1 4 ., I , .,� . 1 . ,�� I � , . . I � j� , 'k I Lo lij 'o", SHOULD HAVE, VEGETATION ADDED AS SOON AS FEASIBLE. . I I.= , � i.; I � �.. ­ ��. � 1�1 % I � r I I\,�, , I : 'N - , ? . � I - � � . � � t, I , ----- �` . -) I . I I I I A L ,-. ) fa , �' ' _­ . ' f ; � ,,, r : V�l i I (/ to :11 � . . � 33.70 - __,�__ 8. THIS PROPERTY SHOWN HEREON IS IN FLOOD ZONE "X ", AREA OF MINIMAL I - I V" I � . � � � I I. Now . . : :�� 1� , p 6 1 � cl) = ;�_ �1, , I . I ., 1 33.8 < 21 IIII z II . I 1,14 I.. � 1. � 11 I I � . � I . � I " . . --..< 4: 1 � ,.� I . V_ : , 4 � III I CC , 'I I ; . I I . . : I . . I I I I .1 1_0 . � " �. � . - -, , , , I r � � .. . ')� _.__­_.__.___ 33. 1 .A ,4 TE MAP COMMUNITY -PANEL NUMBER � I I �i AV 'i "�:�, , , . , I., , 1� -% . � I � I z . 01) FLOODING, ACCORDING TO FLOOD INSURANCE RA , � -� , ". �­ � L ' , I . I � I I � . I I V_ ;, I '. __ ­il'ft -, 1'-06 LOT 15 I � = _-::::- 0 o C4 _ , ,., , I I I I. . ...' LOT 30 ` � R ED APRIL 17, 1995. - I N , , . ., I,; ". .. I ,.: I � I . . i ?i : , (c, - . Il, 9) � C-) L4J N , #) , �� , 1. I 1. I � I . I I F,.;, ,34, 0 F, cr- . �L k., , 1, �. "I . 1, �r I .. . I I .1 i� I Al1�11 VAWT . 0 *r, I , .i 1. -�I ,,,, " �,, � '' , I . `I 'A :6 1 40: "., !,` -'. - I ..� � ­ I . . I . , Q I , %-,-- ,I-- � �. . . . 11I I N . 3 01 I L -1-i LI , '1��.",,%�,­ . "'' I : � t� A � _-, ­­­­­­ .1 9, AN EROSION CONTROL PLAN WILL BE SUBMITTED TO CITY OF SANFORD AND : ^ � -� - . L _. I � "�T - . () . 'L �, f jl, � , 'r , ,,, ,r � � , , .1 � I I I qD � ,�� : , 33.2 WOODS I .1 o'd I a -No .11 , lz�) - I . I I I . I I I' � , I I ' �. . N '� I I I il ,� 11 L, I � I : I " POND . I �11 - -CONSTRUCTION CONFERENCE. -r . ..4 I, r ��.�,_�,,' , I I .. . ':� . r I I 1 316 t I APPROVED PRIOR PRE I . I Mmm - a 1)1. � I I . 1. � , . I , i � BOTTOM I I -i . I . , . r� , I L . I L I I I c •, � ; . I , , . I . I I . . .1 . iI,, �__ I F= I -) 0 I . . . 1, I i � � . I r", 4. 1 32.00 � I JF �� r <I( - I � I N __j � 11 .1 Z) 10. SEE SHEET 8 , PAVING AND DRAINAGE DETAILS FOR POND LAY -OUT DETAILS. -i 10 *1IIIII0 � . . ( . I I . 1 33. :!- i 0-3 - . 41 I I I I Q I 6 1, �_ z I � I .11 111. � I , r . t I '.. Z, I . I I .1, . I I 9 0 3_ : ,�,� ,� . � I I � . I I . � . I . 1 8 m 1 - � oc �,�-��:��l -1 ,��,, �, � ''. . . ., I - I I I L I � I . . I I . 1z I I z * " I � I : . - � Ot � m m A I . I I (L �&I I -,�, .,� I � I � ., I � 11 � - I I �. ­ I ii. THE MASTER DRAINAGE SYSTEM FOR THE SUBDIVISION ALLOWS 507. IMPERVIOUS ON .---- ,�,, , ,.,.. ", .t ", , . :1 I , , . I 11 I I . i -t') I . .� I 1 7-- �1_ .4 1� I w � : , . cc, '� � r_: - It I . . I 0 . I ��, , " , � i ,q - , � ., - . I , � I � � I __: I . (�_o � I � � :� . ,� :? � � ,� � . � 1. . . . i", I'. �� � � " - � I . , I / � , . � I , I ,`� � , EACH LOT. . . 'r., 0 � ?jI.jw� :I. 11 ; I I I 1, I . I i �.. IF I 1 7 I I- I I ''. . I .1 I I 1 . 1, 11, I TO RETAIN THE RUNOFF VOLUME FROM THE IMPERVIOUS AREA OVER . ,� ,,� ;,' � ,� � I . . I . . I I I ., I 1 11, !:�,:I I ­ . . . , �_ �'� � ,� .1 � 11 11 I I I 0 1 . � I 1, I � I 4, , I , i I., I I POND IS SIZED . I -'t"'. ,,,�,. I',,' .., - : � . I I I . A I . k, I : ,�, , . 1. 1 � � I I 1, .� 'j", I ,z "I I �. ,, I f :: W I -.- . � % 11, , I .- � . , .,;,;� , " , � I , .. I I . . I I .. I �11:'' 7 I 1, �17 . . THE ALLOWABLE 50%.; MITIGATION OF ON WETLANDS WAS PROVIDED FOR ,:', ��,,, �, , , , �. , I ". I . � . , 4 , " , , , �� �k:� . , . I - I, i, ,�,, I 0im I , "? I. . I . I � . . I I . I � I I 11 , , . � . 905 1 . I �. ,. �, � � �� I � I L . . � I I I � .,: w .4,�,k 1 1 : � . I , I . 1, � �� . I 11 � I . . I . I I I iIl!�,,`-,,',,'' . � . . 11 . I I L I . 11 I ")i : I . p�: , I � � ,IN THE SJRWMD PERMIT 4-117-0116M. � , I I I �",��;,�.-i,,..I,��', 1, � I . , ".., . . I I . f � :. �, 0 18 . . . I I I Ill 1, � - .1 1 L I L "11� I ) _ � I - L . I I .� �� I , . � '* I � I 1. . - , I I I i I � �. I I I I I 11 11 � I . I I I . I . I I I I I t 11 ­ " 4 VVI D I � I I � ""i, �.:� I . " '. . . . / .: I - . ­ I : I I � . , ;., I � . I ! 1 ,4:1 Q� � - I -1 I i - . I 1,1 I, I I 71, ., �, ,,:� I � �, , , � , . � , , I � , I I . : � � .1 11. - '. I . e rP I . , . 11 .1 . I .. I . , . I I I bV FLUME _________)1 I l , I �e. . � . "�� I" " � .. � I f , : 4 . .. . 901 1 1 1 _ I I I I � : I .. . . . , I I � . . . ;1. . I I I I � . . _M , . p . . . � I 1, I 8'X8'X6 DEEP 33.0 . � .., .'L : >_ 8 , , . , � . I � ,, 11 . I I 1: . Q) � j� . I - i-- . � � , . .1 I 1 4 1 , , I . .'' I . � I I � I I � I I � 1: 1 3" MIN ISIZE , 0,�, _., *. I I I � �,,,,,""'.',"'�'..����'.��"!: �$ 1 1 , . ,�,,i­,.,- � � I I 0 i I �: . I I . 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Li� �', JL. l 1: � 'I ,� I � 'I I , , , t ., L�� I , � .11 1, :�, �i �',, , 'I "­", �r , 1� 1: � 1, ,I ,� � "t i,4 ", ; �� ,� ; � , ,� ." , �� . .1 � 11.11) , I ' ,; , 1, " I , �� , ,� " ; �,,�, *",y , � k I , 11 . ) , i I ; � ,.%,,� i 'ti ,,I� �'�!11 �� , - : �110 ,::, , ,. ��j ."�i) , ; , , i � : 'i �,� ' L '�� '?" �.�.* � '; �:, ,�"' , :` , , , � � , ,,,, , , � , , I , , � � �� ,; , , � - � ! , , I ". � ,� ,I '., , - ,�L , . . , ., ,� , I , I , I - ,11"L " ; 4 � I i 1: 11 � � � , - , "��, � � , " , , , 11 I , ,� , ., , 1 . ` � �', :", - � 1 � : " " ", , dry , , -� � I � �,Ai F fl , ,� , � I Ili � - ,� , �, ., �;,�,,! , I I � , � 4: � � " ;, �: ,,, � , � , , :� � - � , ; -,.., -,, �� " " , , ; � , t � , � !I; � , � �� I ,�- , ;,. :';�' �" "' 'f - I , � 4,;"j�� t , , . ,'.I, 0, , '. �. . - �, , . , , , - , � , , �� �� , �:� , � � � j " ,-�,, , � �IZ ,,,�':' , � : ., I., �, ,,, ", .,�� ;,! �, " ; - , " � �L� - . , , - , , - . , ��"',' � ,, � - � , , �� , , , . , � ,,, l, � ,� , , ,� 11 �, , 1 , L 1 .i, .." � ,,' �� " , I �111 ,. -11 . I rly� � . I� �� MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). P4G1C�900/905 MINIMUM LENGTH (FT), TO BE RESTRAINED :ON EACH SIDE OF yFITTING(S).'* n 4 �� » 6 8 » 10 12 r c n n 20 24 90' BEND DIP: CL350 14 4" 6" 8" 10" 12' 14" 16" r 20" 24„ f / BEND , 90' BEND EX13"NO/ L 17-1 4" ACCESS LID. QROUT T r , 45' BEND a 1 1 22-1/2' BEND .. ..... • :: h r -t M, 'r .) , ... .. { _ 5., - r , 1 a . n rrt .w e. _ L , . .. t._ , .•„ , ..4 ,r : • . z it . ,1 n w ''.ftz + .,A . .. *w IrV`r 5'f HANDLE 1BEND PREMQLDED PLASTIC---^^ 2" y r y'1 F r JOINI PILLEA PLUG OR BRANCH I W � PIPE PLUG (iYP.) OF TEE' top SECTION C }' ' f I t�^jt4W ; k y NOTES: 1. FITTINOS SHALL BE RESTRAINED JOINT TYPE. k 2. 'INSTALL FULL LENGTHS OF PIPE WCfH TOTAL LENGTH CONTAINING ONLY:., , RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE -FITTINGS 'ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE; 4. 1N LINE VALVES AND THROUGH RUN OF TEES' OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED" UNLESS OTHERWISE INDICATED. 5. LENGTHS SAOWN IN THE TABLE HAVE BEEN CALCULATED.IN ACCORPANCE f t , r DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING +: # TYPE OF PIPE: DIP r « SOIL 'DESIGNATION: ., ._. LAYING CONDITIONS: TO BE COMPLETED BY THE ENGINEER' 6. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE,, USE VALUES GIVEN IN'.. PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE 'DIP CITY OF SANFORD r r Dr FIG. + 104B I , 2" 90' BEND r o , w ".4 2" NIPPLE MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). P4G1C�900/905 MINIMUM LENGTH (FT), TO BE RESTRAINED :ON EACH SIDE OF yFITTING(S).'* n 4 �� » 6 8 » 10 12 PIPE 512E n n 20 24 90' BEND DIP: CL350 4" 6" 8" 10" 12' 14" 16" r MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). P4G1C�900/905 MINIMUM LENGTH (FT), TO BE RESTRAINED :ON EACH SIDE OF yFITTING(S).'* n 4 �� » 6 8 » 10 12 PIPE 512E n n 20 24 90' BEND DIP: CL350 4" 6" 8" 10" 12' 14" 16" 18" 20" 24„ �Iil■■r��e■■om BEND , 90' BEND EX13"NO/ 11-»1/4' BEND 17-1 4" ACCESS LID. QROUT PROPOSED PAVEMEM 45' BEND PLUG OR BRANCH' OF TEE 1 22-1/2' BEND .. ..... • :: h r -t M, 'r .) , ... .. { _ 5., - s > h r c 1 a . n rrt .w e. _ L , . .. t._ , .•„ , ..4 ,r : • . z it . ,1 n w ''.ftz + .,A . .. *w IrV`r 5'f HANDLE 1BEND PREMQLDED PLASTIC---^^ 2" VALVE'(TYP.) 11Frrj r '> JOINI PILLEA PLUG OR BRANCH PIPE PLUG (iYP.) OF TEE' top SECTION ' f I t�^jt4W ; NOTES: 1. FITTINOS SHALL BE RESTRAINED JOINT TYPE. k 2. 'INSTALL FULL LENGTHS OF PIPE WCfH TOTAL LENGTH CONTAINING ONLY:., , RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE -FITTINGS 'ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE; 4. 1N LINE VALVES AND THROUGH RUN OF TEES' OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED" UNLESS OTHERWISE INDICATED. 5. LENGTHS SAOWN IN THE TABLE HAVE BEEN CALCULATED.IN ACCORPANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS. # TYPE OF PIPE: DIP r WORKING 'PRESSURE: P.S.I.' « SOIL 'DESIGNATION: ., ._. LAYING CONDITIONS: TO BE COMPLETED BY THE ENGINEER' 6. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE,, USE VALUES GIVEN IN'.. PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE 'DIP CITY OF SANFORD 1999` FIG. + 104B MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). P4G1C�900/905 PIPE 'SIZE . n 4 �� » 6 8 » 10 12 n " 14 16 18 n n 20 24 90' BEND r 41 SRS 4!V BEND_ N CONCRETE VAULT LOCATtON)Pr�ST(TYP. �Iil■■r��e■■om BEND , 38" SQ.01/ 14 CAST IRON FRAUE AND COVER WITH EX13"NO/ 11-»1/4' BEND 17-1 4" ACCESS LID. QROUT PROPOSED PAVEMEM 4" WAX.— PLUG OR BRANCH' OF TEE al ,1' ■ ._s :.p. : '. ., , .;. :..'.'. .,-.. ', � ,.. .�, .. -; ,. ,' 2" D.I. VENT PIPE ria} a � �®. f� h R � W/ SCREEN MESH: r 41 SRS , .. CONCRETE VAULT LOCATtON)Pr�ST(TYP. �Iil■■r��e■■om , 38" SQ.01/ 14 CAST IRON FRAUE AND COVER WITH EX13"NO/ al ,1' ■ I •;Iti ._s :.p. : '. ., , .;. :..'.'. .,-.. ', � ,.. .�, .. -; ,. ,' 2" D.I. VENT PIPE ria} a � �®. f� h R � W/ SCREEN MESH: r 41 SRS , .. CONCRETE VAULT LOCATtON)Pr�ST(TYP. , 38" SQ.01/ 14 CAST IRON FRAUE AND COVER WITH EX13"NO/ 17-1 4" ACCESS LID. QROUT PROPOSED PAVEMEM 4" WAX.— x P CA FINISHED GRADE 1 OPERATOR .. ..... • :: h r -t M, 'r .) , ... .. { _ 5., - s > h r c 1 a . n rrt .w e. _ L , . .. t._ , .•„ , ..4 ,r : • . z it . ,1 n w ''.ftz + .,A . .. *w IrV`r 5'f HANDLE PREMQLDED PLASTIC---^^ 2" VALVE'(TYP.) 11Frrj r '> JOINI PILLEA PIPE PLUG (iYP.) M-5" WALL'(UIN.) top SECTION ' f I t�^jt4W ; Sr r 5 1: t r Itlr( !-.i171tj5 2" NIPPLE i r: .v ROD AS 2" GATE � r r REQUIRED VALVE SEE NOTE 3 2" 40' BEND ' 2" NIPPLE k V6• } , 2" 90' BEND r o , 2" NIPPLE -A "Y 4('t5 � 751 r • 5 : 2" UNION 2" BRASS PIPE 11 2" GATE VALVE ,:Til ) •5 �'{, I O" BEODING,ROCK 8' x 18" REINFORCED 0ri'�r':r CONCRETE FOOTING. WASTEWATER r,d a��4dae,- OR WATER MAIN SERVICE SADDLE � r r PER SPECIFICATION SECTION 80.5.4 Ir �: 1. , ABOVE DETAIL 13 BASED ON 2 INCH COMB OMIGH AIR/VACUUM . RELEASE VALYL, CHANGE PIPE AND FTMNOS ACCORDINGLY FOR r Y f v :OTHER VALVE SIZES AND TYPES. VALVE 3=3 TO BE DETERMINED BY THE ENGINEER AND APPROYED BY THE CITY PRIOR TO INSTAL-' VTION, 2. 'THE MINIMUM DMEHSION FROM ELBOW INVERT TO FINISHED GRADE r tir {. 1 I , r Y � i t Sia -k 7^• 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. ,I r Y 1 Nr i r 1 er I •;Iti ._s :.p. : '. ., , .;. :..'.'. .,-.. ', � ,.. .�, .. -; ,. ,' 2" D.I. VENT PIPE ....,. '„ .... • .. a � �®. f� h R � W/ SCREEN MESH: QOPpEplsupcZgrr AND 4'x4" ,.,. .. CONCRETE VAULT LOCATtON)Pr�ST(TYP. 38" SQ.01/ 14 CAST IRON FRAUE AND COVER WITH EX13"NO/ 17-1 4" ACCESS LID. QROUT PROPOSED PAVEMEM 4" WAX.— x P CA FINISHED GRADE lv OPERATOR .. ..... • :: h r -t M, 'r .) , ... .. { _ 5., - -! . . r . :�,. :-• ).. , , I .. , r .. , 1 a . n rrt .w e. _ L , . .. t._ , .•„ , ..4 ,r : • . z it . ,1 n w ''.ftz + .,A . .. *w HANDLE PREMQLDED PLASTIC---^^ 2" VALVE'(TYP.) ` GASP IRON JOINI PILLEA PIPE PLUG (iYP.) M-5" WALL'(UIN.) top SECTION EXTENSION 2" NIPPLE i r: 2"PART WITH ROD AS 2" GATE i- THREADED PLUG REQUIRED VALVE SEE NOTE 3 2" 40' BEND ' 2" NIPPLE GROUT 2" 90' BEND Id 2" NIPPLE 2" UNION 2" BRASS PIPE 2" GATE VALVE O" BEODING,ROCK 8' x 18" REINFORCED CONCRETE FOOTING. WASTEWATER FORCE MAIN OR WATER MAIN SERVICE SADDLE PER SPECIFICATION SECTION 80.5.4 NOTES: 1. , ABOVE DETAIL 13 BASED ON 2 INCH COMB OMIGH AIR/VACUUM . RELEASE VALYL, CHANGE PIPE AND FTMNOS ACCORDINGLY FOR :OTHER VALVE SIZES AND TYPES. VALVE 3=3 TO BE DETERMINED BY THE ENGINEER AND APPROYED BY THE CITY PRIOR TO INSTAL-' VTION, 2. 'THE MINIMUM DMEHSION FROM ELBOW INVERT TO FINISHED GRADE SHALL.BE 4.0 MT. 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. ,I + QFESEIT AlR QR COMBINATION AIR f VACUQM . RELEASE "VALVE p,�ETAIL CITY OF. 'SANFORD 19.99 FFIG. 113 I •;Iti w .. n C. � f ._s :.p. : '. ., , .;. :..'.'. .,-.. ', � ,.. .�, .. -; ,. ,' .::,., , .. ;'. .. .. , ....,. '„ .... • .. a � �®. f� h w .. n C. � f ._s :.p. : '. ., , .;. :..'.'. .,-.. ', � ,.. .�, .. -; ,. ,' .::,., , .. ;'. .. .. , ....,. '„ .... • .. a � �®. f� r►wtr 5/]y^��] (y^�j, � R � ■/�y',�Jy■ 1. Y..' ,.,. .. lv z.4 f. . . .. !. ,5 .. ..... • :: h r -t M, 'r .) , ... .. { _ 5., - -! . . r . :�,. :-• ).. , , I .. , r .. , 1 a . n rrt .w e. _ L , . .. t._ , .•„ , ..4 ,r : • . z it . ,1 n w ''.ftz + .,A . .. . - __ ,w ITH KHESS (INCHES) PIAMETER HEIGHT FEET) MATERIAL MMUrACfURER INCHES) 3— 21-25 ZO-15 48-55 48-53 54-57 58-60 07-72 il Xref F,-.\USERS\SWEETD\ACAD\Fig305;'d�i'� go A CITY OF SANFORD UT(LITY 3 DET Al L S [fA' E 19 �pp ROVED M Ll n_-1 11 il Xref F,-.\USERS\SWEETD\ACAD\Fig305;'d�i'� CITY OF SANFORD UT(LITY 3 DET Al L S [fA' E 19 �pp ROVED M ��% , �4 , % I I . . � , I . .. I ,,,,,,:�,���,��,,, ,�,�.,�. fl, .1 �: I , I . I I - I I , , i, " �l . , � �,, - , : � . , , , .* I . . � I I .1 I . . I .1 .. I I I 11 I I :, I "I I � I I � � 1. . . I , " " , �� . , , 1. ., �, �, I .., % I � , I 1 , I . I I � '' � .1 - I . . I I I I � I . ., . I " i , `:.-� ., , .1� , I " , ll I I , 1� .. , , ., � , . � I I I . I - . I � I . � I j I I �' � . I ­ " I - I I . , , ; I I I 1� , , k I � � , . . . I � ,; t� , , , � , � - , , I ,. I I . �� ., � I . )1.1" ­� .��­ I I , I I , . . , I . . , , . ,% I ,�, � � .� I :!,�, , I I I I : I . I . I I I , 1, � , ., -, " . � I-! � , : , . , I . . � I . , I . I :, , p � 1 � , � , . I I . , I I I I . I I 11 � I I I . I I Y�l .� � ­� , ; ;.. � 1, , - . , .1 - 1 % , 11 ,� � I . I , d I I "I � . % � , �� I . I I . I , � I I � � I � I . ,, I ., I ; , � . Nywom . � .�� I � I I , ". � I , . , I I . . � � - I I I � , , I I . , I " ' � �� I . .1 I � � � I � I � � I I I � � . I " I . ,� :, . , . , . .1 . . , I I I I. I I I . I I . I . � . . I ''.1, 4 "I " �,�'%`, � . I . , . . - i � .� 11 . � , I I OPERATINQ I � . . : , , I . . I I I I i "A 0�".e , . � � ��. , '. . I ; I SET TOP OF VALVE 8 X ' , ' .'� �� .' ,�,;: . , � � : � , I I I I ' ' I � . , .1 - Y AD INf �.., 1� � .1 1� 11 I I I I I . I . � I . . I . I � � I I TRAFFIC COVER � . I I . .1 I 11 �. . - ��,'�.`��,�,':`, , ,. . I I COVER SEE., I jo), , , . I . .., . . �,�,,�,�",�-:"�,' ,�,,­, 'lc";,�: �,�.,�,, I" ­ � I �. � 6 , 11 " I I � I I I I I COVER (SEE FIGURE 115) - 1 1 - NvT . I I I I . . 1. I � . , WHERE REQ'D. . , � I I . 'I " � L :� � , I , I 1, I . � , I .v ` , f 1, r� " ' - I �,; ": " 1, I . I I . � !�, ,, . � . I UNPAVED AREAS I . . � . I TER BOX ,, �', ! 'I!L , � '�" " � � . - I I . . I . 1. I I I � � �:'L , �� �., ,­ % JO, FINISHED GRADE, . . . . . . 1. . L , I I I � L I . � � DOUBLE ME � " - � . , , .L., � � i , � ; .� � . I � 1 I , , I I . I I I I I , � . � , �;. p', �,-., �, �'. � *, � , ,, ; , , ", , L . , � � " "' 1� le . - . . I 1. , , � , 1: '' I 11 I . /1, (SEE FIGURE 107)". , I , I If t I I I I I . I � . I I '. (18- X 24- MIN.) ,..,. �.,: !,I " ' I ' � 'I ­" _ 1. ' ' � ''I I . I ­­. ,. ll,� If, I , � " I I I I , . I I , . I '*,,',�!�� , -.,. '..'�.� , , . . I , � 11. .11 . CONCRETE PAD - -., k I I . . L',�, I 11 : � ' . L F * � 1 HOSE HOULE - , . � 1 AS RE , � � ,�­,'11 �. ., 1� 11 � ­ I..,. 1 � " " . . ­ , : , � I . ". � 11, . I � � I . I � " � � I . .. " � ' ' '' , . '. � . I .. ,, I �� � � I I . -_ 0). 1. I I ., I I � I 11 I ", '♦ am- . - , I . . . , � " ­ ,- . - 'I, T ; .,�� � - . . . . ., I . I . I I I I IN UNPAVED AREAS I I I I . �� � , I ,� I I . 1. I . I . . I , I '­,% %. - . 1 I FINIS - I 1. ,.t 1, ,. I ,. � I I � I . I 11 *� � . 1. . G � , , � - � - HED GRADE L , "I .. . �l (SEE FOURE.107) . . I . I I . FINISHED I I I I . . ' . I , I I . I I - _ , �, :,� 1, . � , I . I __ , � � I I 11 11 . I . � 24* SQUARE N . FINISHED GRADE � -` �, , f,"', � , . . , , , - �-_ .I,,. e ... , . � �, . I I � I � . � AND . I ,�ItL�lw � �,' 'f! I 7" � /7 1 1 � I � � . . , . I J,� I . � , , - � . � - - , , , � . - , 1� . I I I : / �L �� � ., , 6* THICK REIN- I . . ' ")�� ', r�, - �� " z � 4,�, i__ .11.'� ..., . � I .. , . . . , " . � . - I- '' . . I I � � I � FACING STREET ,�- �, ,�.�14 _,; , � : , " , , � I , . �� I , , , �, � 1.47(- i. I ­ I I ". 4. . f -r •. � 1. - . I D CONCRETE � . . � I � I -�',T4, � � .�-,� I- I " ,,, I ", . , _ .�� I I � , i, : , ; " , I 11 I .i.l.l.l.. ... J. : ��� - , , , I �­ I SHE I AR PAD. (SEE • . 11 . I . � . I r .1 . 11 . 4-p ' I ', I I,'.," - � , ,, '! ,'�, � . ,� t I r I � , I . .11 � "I I I , I I I � I I . . " ­ I I . 1, I L � � I I I � 'o 11 . I F. . .. . I . L �.I: ',';� I '��' � :, � , �l I � .� ,� , . . I 11 � , I I . � , - � � � NOTE 2y _ � . V . I - VALVE PAD . � . i,�,,'.', ��,!: " , "�l , .. �� . .1 . ." I., . 1 ' I , I ''I � " L BACKFILL .. I � I . I , . I . . 11 '� � , t , �, " ,� I I - ! I I " , I I I . I .. I " . � . L I . I .'' I ., � 2" CAP , � I I I . , .19� . . . . .., , L, � . � , I ; � , . , 1. L " 'r ,, , � . . � I " � - , li I , � I I I I I T I z , "I ,,, � 1. " . . 14, GAUGE 'COLOR CODED 2 � 14 AT 9' . I I . I I � �m ;a / (SEE FIGURE 107) . I � 11, 1, I _. I . . 1. I . . I � I . , . I -\� , . I I � " 11.1�1: ,l ,.'�: , - - , ',,�, .: , :-L I � � . � ­:'.. � I I .1 I � I I r 11 � I I �. ,, , , . � - . � * , . 3 - I SPLICE BACK , '. ,: - INSULATED LOCATE WIRE '' ' - ' - " O.C. ALL I I'll 1 � I t ��,, ,%'�"­, - - � I - I 11 11 � ADJUSTABLE CAST IRON I : , I I . A A I . , I I � . . - , I I .1 ' " I :j"I'­,­.";'�, '.1 1, -1. . I I . - 11, , 1, " . �.. ; ,, I � I I . I � a I INTO MAIN 7\ , � , . . Ll � .: AROUND , !2 v � . . � . . - - � I � I � I P .1 I � I . I I - , , ' 4 - �, I �11 I . : , 'i, I : . � " . . L Ill I �, I I 11 VALVE BOX, ', ', . I 0 LOCATE WIRE '� ' '. 1. I � . , Ir 1 _4 ­ I'll- I I / I I I � . , " , . SEE NdTE'�' ' I I . . .,� ­ , I I . �� F_I�llt '1� �.; ...;, I � . I ' -0, ­� ,� � I � RFLY'A! , . . I � I , ,� , I �'' '' I . ., . . BUTTERF I1� !�,,f,,l, , :,� ,;� � 0 `4 1 ,,, . 11, ���"t , . 1, ", � "I r '­ ' 1'r' , � m. , . 1. ", � r , .. 1 I � ', � ... : �,� , BOX SHALL, REST ON , I I 1 ­ ADJUSTABLE CAST . COMPACTED --/� lle�. v'., I ", ,, - ,� . , I ... 1. , , , 11 I I �� I I � If VALVE'r � I I I . I I � .�'. " , , , �, . , '� . � I . .�,� I I � .1''ll .0 I L 11. I I I � I � --- 'IRON VALVE � PDX . . . � I YDANT � . :,.�­fi , .;'e_ ." � I ., " ,� ,. I , I ,, RESI ENT SEAT ' BEDDING ROCK NOT ., I . _* I . . � VA.CKFILL � I - .-Il- " ", - I �, . I I . . . I I .., . ,� L . I . I I . . . '..�':�:""kr'.,I,;",'�",i..��� ' �', ­' � 1. : I ,,, M. J. GATE ___'_�, � ON, VALVE OR PIPE I � I I � � 8 ANCHORING TEE 2' 90' BEND " " I ` , I , � I I I . L , I I VALVE . I 11 � I SE . I . .,. '_i_ W', - � ,,, - ­' . I �,. * . I ,�ANO SHALL BE L Q I , , " . . ., � � -�, ,.v I I I 1. ,47j. �,,�' ' ': , . , -�' "' , ' � ' .. . . . . I I A I . . I I I . CENTERED ON ,, I 9 � � . . . "�'. r ,, ., ' I . . . 1 2. . ,J,?,!, ­ , I , L ', � _, : , , ' 1"'L" , I , _ ., � - �t ��, I I I . I I r I . •� I . � I I . I MIN. � 6" 11 •.' � �, I I I OPERATING NUT , I . . " 'V,,��.:4':��, -, 1.� � " � �"`,L, ', , ' "� ,, ,.�­MAILN . � . I I I I � . I . 1. , ,,, ­ � , I I I ,� I . I I , Q � : I I � L . �. v �- ���,,,o-,',�;, , �.�' � - I , '��'L. �� ..t, I . .1 L� ­ I � ". . 0 � I ,, _ 1 � , I j_;..- -"."".1, 1). . : ,I I �r, , I 11 I � , , I `1.!�,�­",.., - . , I I " . a ; I _-4- I , L ,; , _ ; . I ' , I . J,, �­, ," , , , � 1 , L , :"! I I . . . I � I . I �','­,'­ f, ", -1 .�`. '. I �. - , I i . '. 1, I , I'� � : , ". I 0 1 � . , O' BEDDING ROCK ' PIPE . . I � 2" 901 BEND . � j'-,� �;� r � ', " t. �, .'; � �' ', ' ,11 . ; " 1 , .,� . ., 1:� '. � _ I � "I � , RESTRAINED JOINT I . L'� :'I ..,: 4 1 1� : �.. '1�v . , , . .,. I I . � MECHANICAL ANT 6" BEDDING ROCK ��,I­�­t��-x,",., f. ;,;. . � I . . I I.." . . " I . I �wrrH RESIRAIRERS RESILIENT SEAT GATE DUCTILE IRON I ­ .1 I , I I I . , Ln,!f'-"I��a'7�y�.�'�,"�,�,"'V , -�" �� " -,�� .1� � . � , CONTINUOUS COLOR CODED • ' ' I I .. , . . I . I I . I VALVE AND BOX WATER MAIN I I '"'I'll) ._�­'. _­� 1. , �, , - ,. , � ' - ' � I : .1 � . . L , . I ll �,,,�­"L . � , � r �� : , 14 GAUGE INSULATED COPPER � ­ r 6 E I " . .1 I , . I I . (11YIP-) . �'o.,�,ll %, L I., � . ­ I I , . , BEDDING ROCK E _/ , I . (SEE FIGURE 400) 1 , ;;;JI ,, , � : ,:L I . I , . � , I I I . ,�J­", .,.'L:l 7" ,, '. , � ,,LOCATING WIRE � .; . UNDISTURBED . BEDDING ROCK NOTES., L � I I � Z'� ",,�,,, ,,L,,'. ,�r� � , , . . I , L I I .1 - .I I . .� �11.__111_'. " ", I I I . I � � , EARTH , il. , .. � ;''. . � .� I . I � I I � I . � , ­ ,rp�l��L.',' I L�"," , 'L !, , � . ,i ­; , I I I . I � , 1, � .�. . � � I . � - . 1 - FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP 'HOLE, OR I � I i, . , _. ' , � :�. . �,�. . . " I I � �?",v"" ,%,: '.. _. ,11 ,�, .4. t . , , , . ! " � � L I I I ., . �,�,,%,,� .,�,i . ,�., 1. IL, lb - � '� - , " (.� - . ., � - !, I . . . . WITH A PERMANENTLY PLUGGED WEEP HOLE. ,., 1: I . . . I . . . �'' , I . �`�,� .1, � 1. I . I I I I I . . . .1 I I '' � I " 11 I � .1 : � I . - ! � I , '�I, 'L �;,. i ':'�L'� , .. 2. V INSTALL THE SHEAR PAD RECESSED 6 -, _ I' " " 1: ", � . ", - � I . I I � . . , A� , I . � , , � I I I I I . � ,, �'�, , , V ,, .� 1, . I . I . I I I ,'i � , INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED " _ � �,� � I , � I I . I I I . NOTES: I ,�,��.';� :, i�,��.. �. I I I ­ L ­ � I '. . , . I - - . .1 ­� . , 111, ' I I � � I SECTION. � -1. I I I ,� Nd�ES: - �, I I 1, 'L , _: �: �' �, 1 _ 1. . . " ' - . ,y, .;'' r,j I �,`� t -,'.' I " � , .." r . I , . . I . PVC EXTENSIONS MAY BE USED ON VALVE BOX IN i LLArION. I I I I . �� 'P . STA AM , '��j,��,, , �w r,, ,:�. " � 1,� I1. � I -TOP OF SHEAR PAD I 'I�L ,,, I " I . I '', I I ., � I � I . . I I � 3. CLEARANCE BETWEEN BOTTOM OF DOLTS AND . ty��. , ,, , , ,� � : , . r ,�� 1,. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. I I SHAH BEA 12 INCH MINIMUM. . � TAPPED CAP r , , , .� ­ , � I ,� � 1q, % � , ;' - ,� r I I . :t,,'.o . , 1 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND ' - I 1�:'­ v � " , �, ��, 7 . " I � . . I ­ , ; I � I I 1, ''. I r . � . 11 . I . I � 1. I . TFLY I -NOTES: I C 11 ,°r2.I " - ��, �"�,., *­,:",. , �'. 1, I , �' ., THE ACTUATING NUT FOR DEEPER, VALVES SHALL. BE EXTENDED ,VALVES. •SEE SECTION 52.3 , I I , ' - , , I I I. I HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING I .�,,,' S. � � , ,:, I +', � 1, " - ,� , I , I , . ,., ;'� � , I ". , . 14. FIRE HY � ­� � ., I 1 .8-84, KENNEDY X81A OR CLOW MEDALLION F-2-545. * � ��, . . I TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. � OF THE UTILITIES MANUAL. - �,` ", .",I," . .1. .,. I . ., � "I . . - , I I . .1 1. ALL. 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE '40 GALVANIZED I -�', ��',��'J.� ,"'��ol��.,�, " $1. . � � I � . . . , � :,., �, , ., � � " , I I , , �'r , '' , I � � � �,,4�r,"j,�'.r,­ , �,� "p,", " , � '. , I I ., I I I ".. - I , , � 3. , CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS' . 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS � ' I . THREADED (NPT) JOINTS. USE TEFLON TAPE , "I" ­ I . , I -I Ts SHALL BE IDENTIFIED IN ACCORDANCE WITH I ON JOINTS. . i Ix %V � "i, w %, , , , . . -TIES MANUAL 1, ,�;"�J, 1,:.,: . I . IN ACCORDANCE WITH SECTION $2.4 OF THE U7Iu7IEs,MANuAL 5. FIRE HYDRANTS 14" , ,. 'i % P, I . , , , . I I I IN ACCORDANCE W17H SECTION 52.4 'Of THE UTILITIES - i,f,�")�, '' 'J"I'll .. , ';� I - -.1 . � 1. � .1 I . SECTION 52.7.5 OF THE UTILITIES MANUAL 1"A, - 'I, � , , , � . �. I. I � I I I . I . I I I . 2. COLOR SHALL BE APPROPRIATE FOR USE. " , ,�.­l I., . � I "'I", . :, , ."_' � . I I I r O.: ,� .1 . . . .. I I I I � ; . L I " ,-,I �,­i I 'ji � " , L. � � I I r . I I I � I . . . I 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT .3 . � ". "%­ '­ I ,l , �, I , '� I I 1 ; . I r I � I I . WATER PLUS CORPORATION MODEL V8 2QO0 OR EQUAL ��, ;.�,,,,,, � ., � . I �l - "' ,� . I I I : I ,WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 . r-.[-- - ' "'� ' 77. I' , \\ " , � _�\\ I 9 - I I I , .� -1 I ) � �, � , , ' ',* , M ' " . 5�1 11" , 4AWHO " ­­& WIN. - I 14, L. itQli , ✓�_,.' � : , , , , I I ' ,� , I �� r ,., , WAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. , , � ,,, , �,, � 1: .1 '' � . , I I 'r . AND 52.7.3 OF THE UTILHIES MANUAL. . 4 '�,;, I "' 'L '�:'. - :, , .�', ,. I 1, �: .: 7., ­ I I � 1 , - � .r � , � " I . . I I I . . ��)�,.,,� ` "�', I , I I I . . , AN 8 I ,'. .,� ;. I n�, 'L , , I I . GATE �VALVE -!QX, Q�TAIL L I., .c. � il. I. , �- �: - �_ � '' �. � "i"! �, .� .- I I I I I I ' , " � ' 'L I " I., I I I . � ,� r, L. ll�­ � I I I I I I I I , NQ DOX DETAIL ly ! . . . ULOWOFF YA E DETAIL , . � I , , , FIG.' I I 1'� "� I, ". t I . , . I �,� I I I EIEE HIPRANT A55EMBLY DETAIL � �,� ,,,, . " " . I I "'�, , , '. I I I . I . I I '. . "'.1 �lp I:": �,,:� ,� � . ". ._ ., ­,,­, ll�,�',*.,'I'j ' L, , " I , � , 1. - - -1 I I ANFORD . . � 1999 . FIG. 40 1999 FIG. 402 1 CITY OF SANFORD 1999 ,'', �_; " , I . v . . _ I . I FIG. 403 ,,+; , ­ � !�, . - I I , -1 1� " " �' L , ,� � � I ,,, ,, " , � ; , I I- _ I I I . I F I 1 , CIT ; Y OF SANFORD . ��-­ .11,11 " , , . , �)' , � CITY . I : ''. " . 1 1999 , , IG. ­400 I I CITY OF S . I I . " - ", . I I I : E I 1. I' - I , L!",!i " ,, i, -'� ,,, � . � . , 11 I i , I �'. , . ! � L � : T , . I . I - - . I � , " I , , � . 1 - � � . . : I I I I - "I, � . �-•- , , � . , , , '. - �. . . I I , I ..,., I : r , ­ - , I � - � I . , I I I . .. .. 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I I I , 1, � , ., -, " . � I-! � , : , . , I . . � I . , I . I :, , p � 1 � , � , . I I . , I I I I . I I 11 � I I I . I I Y�l .� � ­� , ; ;.. � 1, , - . , .1 - 1 % , 11 ,� � I . I , d I I "I � . % � , �� I . I I . I , � I I � � I � I . ,, I ., I ; , � . Nywom . � .�� I � I I , ". � I , . , I I . . � � - I I I � , , I I . , I " ' � �� I . .1 I � � � I � I � � I I I � � . I " I . ,� :, . , . , . .1 . . , I I I I. I I I . I I . I . � . . I ''.1, 4 "I " �,�'%`, � . I . , . . - i � .� 11 . � , I I OPERATINQ I � . . : , , I . . I I I I i "A 0�".e , . � � ��. , '. . I ; I SET TOP OF VALVE 8 X ' , ' .'� �� .' ,�,;: . , � � : � , I I I I ' ' I � . , .1 - Y AD INf �.., 1� � .1 1� 11 I I I I I . I . � I . . I . I � � I I TRAFFIC COVER � . I I . .1 I 11 �. . - ��,'�.`��,�,':`, , ,. . I I COVER SEE., I jo), , , . I . .., . . �,�,,�,�",�-:"�,' ,�,,­, 'lc";,�: �,�.,�,, I" ­ � I �. � 6 , 11 " I I � I I I I I COVER (SEE FIGURE 115) - 1 1 - NvT . I I I I . . 1. I � . , WHERE REQ'D. . , � I I . 'I " � L :� � , I , I 1, I . � , I .v ` , f 1, r� " ' - I �,; ": " 1, I . I I . � !�, ,, . � . I UNPAVED AREAS I . . � . I TER BOX ,, �', ! 'I!L , � '�" " � � . - I I . . I . 1. I I I � � �:'L , �� �., ,­ % JO, FINISHED GRADE, . . . . . . 1. . L , I I I � L I . � � DOUBLE ME � " - � . , , .L., � � i , � ; .� � . I � 1 I , , I I . I I I I I , � . � , �;. p', �,-., �, �'. � *, � , ,, ; , , ", , L . , � � " "' 1� le . - . . I 1. , , � , 1: '' I 11 I . /1, (SEE FIGURE 107)". , I , I If t I I I I I . I � . I I '. (18- X 24- MIN.) ,..,. �.,: !,I " ' I ' � 'I ­" _ 1. ' ' � ''I I . I ­­. ,. ll,� If, I , � " I I I I , . I I , . I '*,,',�!�� , -.,. '..'�.� , , . . I , � 11. .11 . CONCRETE PAD - -., k I I . . L',�, I 11 : � ' . L F * � 1 HOSE HOULE - , . � 1 AS RE , � � ,�­,'11 �. ., 1� 11 � ­ I..,. 1 � " " . . ­ , : , � I . ". � 11, . I � � I . I � " � � I . .. " � ' ' '' , . '. � . I .. ,, I �� � � I I . -_ 0). 1. I I ., I I � I 11 I ", '♦ am- . - , I . . . , � " ­ ,- . - 'I, T ; .,�� � - . . . . ., I . I . I I I I IN UNPAVED AREAS I I I I . �� � , I ,� I I . 1. I . I . . I , I '­,% %. - . 1 I FINIS - I 1. ,.t 1, ,. I ,. � I I � I . I 11 *� � . 1. . G � , , � - � - HED GRADE L , "I .. . �l (SEE FOURE.107) . . I . I I . FINISHED I I I I . . ' . I , I I . I I - _ , �, :,� 1, . � , I . I __ , � � I I 11 11 . I . � 24* SQUARE N . FINISHED GRADE � -` �, , f,"', � , . . , , , - �-_ .I,,. e ... , . � �, . I I � I � . � AND . I ,�ItL�lw � �,' 'f! I 7" � /7 1 1 � I � � . . , . I J,� I . � , , - � . � - - , , , � . - , 1� . I I I : / �L �� � ., , 6* THICK REIN- I . . ' ")�� ', r�, - �� " z � 4,�, i__ .11.'� ..., . � I .. , . . . , " . � . - I- '' . . I I � � I � FACING STREET ,�- �, ,�.�14 _,; , � : , " , , � I , . �� I , , , �, � 1.47(- i. I ­ I I ". 4. . f -r •. � 1. - . I D CONCRETE � . . � I � I -�',T4, � � .�-,� I- I " ,,, I ", . , _ .�� I I � , i, : , ; " , I 11 I .i.l.l.l.. ... J. : ��� - , , , I �­ I SHE I AR PAD. (SEE • . 11 . I . � . I r .1 . 11 . 4-p ' I ', I I,'.," - � , ,, '! ,'�, � . ,� t I r I � , I . .11 � "I I I , I I I � I I . . " ­ I I . 1, I L � � I I I � 'o 11 . I F. . .. . I . L �.I: ',';� I '��' � :, � , �l I � .� ,� , . . I 11 � , I I . � , - � � � NOTE 2y _ � . V . I - VALVE PAD . � . i,�,,'.', ��,!: " , "�l , .. �� . .1 . ." I., . 1 ' I , I ''I � " L BACKFILL .. I � I . I , . I . . 11 '� � , t , �, " ,� I I - ! I I " , I I I . I .. I " . � . L I . I .'' I ., � 2" CAP , � I I I . , .19� . . . . .., , L, � . � , I ; � , . , 1. L " 'r ,, , � . . � I " � - , li I , � I I I I I T I z , "I ,,, � 1. " . . 14, GAUGE 'COLOR CODED 2 � 14 AT 9' . I I . I I � �m ;a / (SEE FIGURE 107) . I � 11, 1, I _. I . . 1. I . . I � I . , . I -\� , . I I � " 11.1�1: ,l ,.'�: , - - , ',,�, .: , :-L I � � . � ­:'.. � I I .1 I � I I r 11 � I I �. ,, , , . � - . � * , . 3 - I SPLICE BACK , '. ,: - INSULATED LOCATE WIRE '' ' - ' - " O.C. ALL I I'll 1 � I t ��,, ,%'�"­, - - � I - I 11 11 � ADJUSTABLE CAST IRON I : , I I . A A I . , I I � . . - , I I .1 ' " I :j"I'­,­.";'�, '.1 1, -1. . I I . - 11, , 1, " . �.. ; ,, I � I I . I � a I INTO MAIN 7\ , � , . . Ll � .: AROUND , !2 v � . . � . . - - � I � I � I P .1 I � I . I I - , , ' 4 - �, I �11 I . : , 'i, I : . � " . . L Ill I �, I I 11 VALVE BOX, ', ', . I 0 LOCATE WIRE '� ' '. 1. I � . , Ir 1 _4 ­ I'll- I I / I I I � . , " , . SEE NdTE'�' ' I I . . .,� ­ , I I . �� F_I�llt '1� �.; ...;, I � . I ' -0, ­� ,� � I � RFLY'A! , . . I � I , ,� , I �'' '' I . ., . . BUTTERF I1� !�,,f,,l, , :,� ,;� � 0 `4 1 ,,, . 11, ���"t , . 1, ", � "I r '­ ' 1'r' , � m. , . 1. ", � r , .. 1 I � ', � ... : �,� , BOX SHALL, REST ON , I I 1 ­ ADJUSTABLE CAST . COMPACTED --/� lle�. v'., I ", ,, - ,� . , I ... 1. , , , 11 I I �� I I � If VALVE'r � I I I . I I � .�'. " , , , �, . , '� . � I . .�,� I I � .1''ll .0 I L 11. I I I � I � --- 'IRON VALVE � PDX . . . � I YDANT � . :,.�­fi , .;'e_ ." � I ., " ,� ,. I , I ,, RESI ENT SEAT ' BEDDING ROCK NOT ., I . _* I . . � VA.CKFILL � I - .-Il- " ", - I �, . I I . . . I I .., . ,� L . I . I I . . . '..�':�:""kr'.,I,;",'�",i..��� ' �', ­' � 1. : I ,,, M. J. GATE ___'_�, � ON, VALVE OR PIPE I � I I � � 8 ANCHORING TEE 2' 90' BEND " " I ` , I , � I I I . L , I I VALVE . I 11 � I SE . I . .,. '_i_ W', - � ,,, - ­' . I �,. * . I ,�ANO SHALL BE L Q I , , " . . ., � � -�, ,.v I I I 1. ,47j. �,,�' ' ': , . , -�' "' , ' � ' .. . . . . I I A I . . I I I . CENTERED ON ,, I 9 � � . . . "�'. r ,, ., ' I . . . 1 2. . ,J,?,!, ­ , I , L ', � _, : , , ' 1"'L" , I , _ ., � - �t ��, I I I . I I r I . •� I . � I I . I MIN. � 6" 11 •.' � �, I I I OPERATING NUT , I . . " 'V,,��.:4':��, -, 1.� � " � �"`,L, ', , ' "� ,, ,.�­MAILN . � . I I I I � . I . 1. , ,,, ­ � , I I I ,� I . I I , Q � : I I � L . �. v �- ���,,,o-,',�;, , �.�' � - I , '��'L. �� ..t, I . .1 L� ­ I � ". . 0 � I ,, _ 1 � , I j_;..- -"."".1, 1). . : ,I I �r, , I 11 I � , , I `1.!�,�­",.., - . , I I " . a ; I _-4- I , L ,; , _ ; . I ' , I . J,, �­, ," , , , � 1 , L , :"! I I . . . I � I . I �','­,'­ f, ", -1 .�`. '. I �. - , I i . '. 1, I , I'� � : , ". I 0 1 � . , O' BEDDING ROCK ' PIPE . . I � 2" 901 BEND . � j'-,� �;� r � ', " t. �, .'; � �' ', ' ,11 . ; " 1 , .,� . ., 1:� '. � _ I � "I � , RESTRAINED JOINT I . L'� :'I ..,: 4 1 1� : �.. '1�v . , , . .,. I I . � MECHANICAL ANT 6" BEDDING ROCK ��,I­�­t��-x,",., f. ;,;. . � I . . I I.." . . " I . I �wrrH RESIRAIRERS RESILIENT SEAT GATE DUCTILE IRON I ­ .1 I , I I I . , Ln,!f'-"I��a'7�y�.�'�,"�,�,"'V , -�" �� " -,�� .1� � . � , CONTINUOUS COLOR CODED • ' ' I I .. , . . I . I I . I VALVE AND BOX WATER MAIN I I '"'I'll) ._�­'. _­� 1. , �, , - ,. , � ' - ' � I : .1 � . . L , . I ll �,,,�­"L . � , � r �� : , 14 GAUGE INSULATED COPPER � ­ r 6 E I " . .1 I , . I I . (11YIP-) . �'o.,�,ll %, L I., � . ­ I I , . , BEDDING ROCK E _/ , I . (SEE FIGURE 400) 1 , ;;;JI ,, , � : ,:L I . I , . � , I I I . ,�J­", .,.'L:l 7" ,, '. , � ,,LOCATING WIRE � .; . UNDISTURBED . BEDDING ROCK NOTES., L � I I � Z'� ",,�,,, ,,L,,'. ,�r� � , , . . I , L I I .1 - .I I . .� �11.__111_'. " ", I I I . I � � , EARTH , il. , .. � ;''. . � .� I . I � I I � I . � , ­ ,rp�l��L.',' I L�"," , 'L !, , � . ,i ­; , I I I . I � , 1, � .�. . � � I . � - . 1 - FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP 'HOLE, OR I � I i, . , _. ' , � :�. . �,�. . . " I I � �?",v"" ,%,: '.. _. ,11 ,�, .4. t . , , , . ! " � � L I I I ., . �,�,,%,,� .,�,i . ,�., 1. IL, lb - � '� - , " (.� - . ., � - !, I . . . . WITH A PERMANENTLY PLUGGED WEEP HOLE. ,., 1: I . . . I . . . �'' , I . �`�,� .1, � 1. I . I I I I I . . . .1 I I '' � I " 11 I � .1 : � I . - ! � I , '�I, 'L �;,. i ':'�L'� , .. 2. V INSTALL THE SHEAR PAD RECESSED 6 -, _ I' " " 1: ", � . ", - � I . I I � . . , A� , I . � , , � I I I I I . � ,, �'�, , , V ,, .� 1, . I . I . I I I ,'i � , INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED " _ � �,� � I , � I I . I I I . NOTES: I ,�,��.';� :, i�,��.. �. I I I ­ L ­ � I '. . , . I - - . .1 ­� . , 111, ' I I � � I SECTION. � -1. I I I ,� Nd�ES: - �, I I 1, 'L , _: �: �' �, 1 _ 1. . . " ' - . ,y, .;'' r,j I �,`� t -,'.' I " � , .." r . I , . . I . PVC EXTENSIONS MAY BE USED ON VALVE BOX IN i LLArION. I I I I . �� 'P . STA AM , '��j,��,, , �w r,, ,:�. " � 1,� I1. � I -TOP OF SHEAR PAD I 'I�L ,,, I " I . I '', I I ., � I � I . . I I � 3. CLEARANCE BETWEEN BOTTOM OF DOLTS AND . ty��. , ,, , , ,� � : , . r ,�� 1,. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. I I SHAH BEA 12 INCH MINIMUM. . � TAPPED CAP r , , , .� ­ , � I ,� � 1q, % � , ;' - ,� r I I . :t,,'.o . , 1 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND ' - I 1�:'­ v � " , �, ��, 7 . " I � . . I ­ , ; I � I I 1, ''. I r . � . 11 . I . I � 1. I . TFLY I -NOTES: I C 11 ,°r2.I " - ��, �"�,., *­,:",. , �'. 1, I , �' ., THE ACTUATING NUT FOR DEEPER, VALVES SHALL. BE EXTENDED ,VALVES. •SEE SECTION 52.3 , I I , ' - , , I I I. I HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING I .�,,,' S. � � , ,:, I +', � 1, " - ,� , I , I , . ,., ;'� � , I ". , . 14. FIRE HY � ­� � ., I 1 .8-84, KENNEDY X81A OR CLOW MEDALLION F-2-545. * � ��, . . I TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. � OF THE UTILITIES MANUAL. - �,` ", .",I," . .1. .,. I . ., � "I . . - , I I . .1 1. ALL. 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE '40 GALVANIZED I -�', ��',��'J.� ,"'��ol��.,�, " $1. . � � I � . . . , � :,., �, , ., � � " , I I , , �'r , '' , I � � � �,,4�r,"j,�'.r,­ , �,� "p,", " , � '. , I I ., I I I ".. - I , , � 3. , CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS' . 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS � ' I . THREADED (NPT) JOINTS. USE TEFLON TAPE , "I" ­ I . , I -I Ts SHALL BE IDENTIFIED IN ACCORDANCE WITH I ON JOINTS. . i Ix %V � "i, w %, , , , . . -TIES MANUAL 1, ,�;"�J, 1,:.,: . I . IN ACCORDANCE WITH SECTION $2.4 OF THE U7Iu7IEs,MANuAL 5. FIRE HYDRANTS 14" , ,. 'i % P, I . , , , . I I I IN ACCORDANCE W17H SECTION 52.4 'Of THE UTILITIES - i,f,�")�, '' 'J"I'll .. , ';� I - -.1 . � 1. � .1 I . SECTION 52.7.5 OF THE UTILITIES MANUAL 1"A, - 'I, � , , , � . �. I. I � I I I . I . I I I . 2. COLOR SHALL BE APPROPRIATE FOR USE. " , ,�.­l I., . � I "'I", . :, , ."_' � . I I I r O.: ,� .1 . . . .. I I I I � ; . L I " ,-,I �,­i I 'ji � " , L. � � I I r . I I I � I . . . I 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT .3 . � ". "%­ '­ I ,l , �, I , '� I I 1 ; . I r I � I I . WATER PLUS CORPORATION MODEL V8 2QO0 OR EQUAL ��, ;.�,,,,,, � ., � . I �l - "' ,� . I I I : I ,WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 . r-.[-- - ' "'� ' 77. I' , \\ " , � _�\\ I 9 - I I I , .� -1 I ) � �, � , , ' ',* , M ' " . 5�1 11" , 4AWHO " ­­& WIN. - I 14, L. itQli , ✓�_,.' � : , , , , I I ' ,� , I �� r ,., , WAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. , , � ,,, , �,, � 1: .1 '' � . , I I 'r . AND 52.7.3 OF THE UTILHIES MANUAL. . 4 '�,;, I "' 'L '�:'. - :, , .�', ,. I 1, �: .: 7., ­ I I � 1 , - � .r � , � " I . . I I I . . ��)�,.,,� ` "�', I , I I I . . , AN 8 I ,'. .,� ;. I n�, 'L , , I I . GATE �VALVE -!QX, Q�TAIL L I., .c. � il. I. , �- �: - �_ � '' �. � "i"! �, .� .- I I I I I I ' , " � ' 'L I " I., I I I . � ,� r, L. ll�­ � I I I I I I I I , NQ DOX DETAIL ly ! . . . ULOWOFF YA E DETAIL , . � I , , , FIG.' I I 1'� "� I, ". t I . , . I �,� I I I EIEE HIPRANT A55EMBLY DETAIL � �,� ,,,, . " " . I I "'�, , , '. I I I . I . I I '. . "'.1 �lp I:": �,,:� ,� � . ". ._ ., ­,,­, ll�,�',*.,'I'j ' L, , " I , � , 1. - - -1 I I ANFORD . . � 1999 . FIG. 40 1999 FIG. 402 1 CITY OF SANFORD 1999 ,'', �_; " , I . v . . _ I . I FIG. 403 ,,+; , ­ � !�, . - I I , -1 1� " " �' L , ,� � � I ,,, ,, " , � ; , I I- _ I I I . I F I 1 , CIT ; Y OF SANFORD . ��-­ .11,11 " , , . , �)' , � CITY . I : ''. " . 1 1999 , , IG. ­400 I I CITY OF S . I I . " - ", . I I I : E I 1. I' - I , L!",!i " ,, i, -'� ,,, � . � . , 11 I i , I �'. , . ! � L � : T , . I . I - - . I � , " I , , � . 1 - � � . . : I I I I - "I, � . �-•- , , � . , , , '. - �. . . I I , I ..,., I : r , ­ - , I � - � I . , I I I . .. .. I - � , ", , " Ii ,. ;;�: � � I", " r'L , �V,,' I" , I I ,. I � � I . , I , . L I . r . I I I I I . I , , . I CORPGRATW . 11 " iff�' wow , L , ;' 7 "' , -IRANW . . � , , " , � , . 11 � PRE& 30,N7 , Cotwo"Tw, T " ` i;�_ T_ "" STOP (I- MIN,) $100 (11 IAN.) ' 11111140 , I ,I I " ( , I"') � I � 11 � ' ! I., I �l , I '� "'. -:� 't �� ll� 1� - ". a . 1, � * I � I ' "'7 . WITH LOT HUM- '. � (11 A 3/4* "UM- ' ' �. ��:, "", ll,� I " " 3* , BERS L . . . . : � .,� . x 3/0) r � I . ' , . �� ., I � �;,� �;`. I . . I � 1111til"' I Clillp 310F .r r . CURB STOP g � z 2 E_ . ;;� x 2 EA. . . , 1, ;l I I (SEE No , 1 � IE I i 1".- �""I�",.�:I�''A I �11111 � �,­m,!?,- r - - . , � I � - - 11, � � � I I � I �l . . � . , , . . , , , � , I . - � , , , . , , , i , � , , , , , , . , , L � I , . , . ,* � I , . i I .., ; I 1 1 � ; I , " I 1� , , , , � .�. . , ; . . , ,. - I �, . � I � . . I I I . � I � , 6 um I I , , I j � 1 �� 1.-: ,.,L",!�iL�,,�����,,,,,",",:� 11 r I _ , : �: � , � L I , , , I . �. � , - PROPERTY I I , ' � ,... ll/ I I r I , I tvvlmg � UME luolp;- (1" MIN.) I 0' MIN.) . .. """ . '" . 1. . I , , I � � � ,:"", r . . - LHE ,� . .I- L I I .. I lo, I "", , I � .. I 1, .11 ., '. I - ... I . 11 I � ,. 1, . I., I ifid I �', I ' '�'� i 2. � I . I . . � I , 111,19(i MOTU BOX AND L Utli�_`. 810lX_jl3_ a- WAIEN METER UP 10 I- IHD.ml.1v0UA I I � I I WATT UP 10 2' I r � 'r . I L r' I . I , , I � , , I OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK I . I (sy are OF mflfow) . . . (ov afy OF uNrm) t . I . I �, J��, , . � � � . 11MIL-va"(1 I . W49LILIELYM I I USE PRIMER SUITED TO WE MATERIALS. FINISH WITH TWO COATS OF BLACK I , , � I I 11 I I . I I , I � , " I r . , 11 . I I , . � I I � I 11 . . , � I I � . I . . I i . I . . I . . . " I . ; - 1 I CONTINUOUS COLORCWED . , I I DOMESTIC METER ANDDOUBLE DECK VALVE OR 14 G I r I I . ZQNE ASSEMBLY I CITY CORPORATION STOP INSULATED COPPER U3vv' U�' � , , 1 I I . 11 1 , r I , � Gly OF shwum & FITTING LOCA71HO WIRE VALVE OPEN) ( LOCATING WIRE ALONG . I�I MAIN (SPLICE SERVICE WIRE 10 MAIN WINE .) � WITH WATERPROOF CONNECTOR) 30, - 45* ; $ i , ,.(NORMALLY YOKE BAR ..mn r I AWWA TYPE I CUB I I . ': � I I � ' .'L ,.. �,� , i� ., � I CC THREA03I , 'L" � WATER "N . I TYPE "K* FLEXIBLE ' I " . I . I , COPPER OR CTS I . �_ I 1: POLYETHYLENE " , 1, I , . I �. 1, ,� , , I � TUBING (I- MIN) SADDLE i . . NOTES: I � . r I I I �. " . . . . I I � ,�, � , , I , "' , I " � . i. ALL FITTINGS SHALL BE BRASS WITH COMPRESS16N/PACK JOItTr TYPE CONNECTIONS. -; i�� _� , ' I 2. NO SERVICE LINESHALL TERMINATE UNDER A DRIVEWAY. - r I - I . I \ , .. . � ­, I : . J. EACH SERVICE SHALL TERMINATE AT A CURB STOP(3) WHICH SHALL BE BURIED �l � I , APPROXIMATELY 34 BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A ., ,r "I .. I i '1� r" . ,.,.; ARK IT I r I � I � 1, .,� , ;, _�, ; NUMBER Of THE LOT(S) to BE SEWED. 1, � '41 , I . 1� I I 4. RECLAIMED WATER SERVICES SHALL K PAINTED PURPLE (COPPER) ' OR USE 1: �.' I r1 . , , :,1 , � � ,I ll� � I I ", � PURPLE COLORED CT3 POLYETHYLENE TUBING. I . 1. I 5. POTABLE WATER SERVICESSHALL BE PAINTED BLUE (COPPER) OR USE '- - , - . � SLUE COLORED CT3 POLYETHYLENE TUBING. I I I I I I I I , "I � <.�, , - , ,��11' L I I . ; 11 '. � . I I �_ � I " k,; -,, I T ; WATER SERVICE CONNECTION DETA L , � . ". I I ­ ,. I I L I I , " . I , . 1. , � ,,,, I ,� "'I'l, 1". I , .�� 1, ­ . n" " 1. � 1. I I . I CITY OF SANFORD , . j . 1999, � .1,11 I I• FIG. ,, 405 ' , 'L� . , I I I "' "-11 - ,r., �, I 114i,.t�­' I I . L I � , ., ; , ',',;I,t�";"'' ,- s, I . I "I. �, .. , , , , '.. . . I : �.- I - . . . I � I -1. � . . . � . . I . . I ! " I., . . . �l - I . ;1. � I . j I I I . I . '� ,,, I ., � .� , , � ,.L, , ' ' � I I � L, I I I I . . . � I I I . . . I'� ­ I ---------------- __ , . , rfl � .;� ,� ,�- , ."", V. , ' ".' ': , "! '3". ,I � t I " 1,, �,: I" , , ?, t , l;'� , � 'L I . N: � . 0 1 '�, ,1� 4"', � ,"� � , 1�1A',,m­,-, ' "r� * ,., r!,,' �t , .� , I . . I'l , )?1'. �, " .. . - , � I'r, , ,,, ,� "I ; ,� , L . . ,"­­�,�",.,:,. C, "'I !11_11117` FINIS)i GRADE I, , - SHUT OFF VALVE ,� , � , �V,,' I" , I I I � . I I , - ". . � I � , �`� � . GRAOE "", ll,� 1, �,� I 1. , ,.;, �, �, 11 . '. , I . i. . , �) I I 1� , , �,�! ." ,,, L , L I ,."'.,'_. , l;,;l , � i 11 , , .� . , .. 1".- �""I�",.�:I�''A I �11111 � �,­m,!?,- � � I I 6 , _ . , , . . � ., ., �, , " . t � ,!, � , ": - 7 � 'r , � I � ". I ;,,,� _k, �, "L� �'I, � ,,, � � �` , I 'e , , , i ". I I . . � . , , . . , , , � , I . - � , , , . , , , i , � , , , , , , . , , L � I , . , . ,* � I , . i I .., ; I 1 1 � ; I , " I 1� , , , , � .�. . , ; . . , ,. - I �, . � � I . I � �, I 1 , . I L � � % , . . I . I � . . I I I . � I � . , I I I ( L � � , . I ': *. . . 1. I I I .1. % - 1 . ,I ,�. . I . � 1 �� 1.-: ,.,L",!�iL�,,�����,,,,,",",:� 11 '! -, " : : - ,, , . . . I , , _1., , " - _ , 1� �;,.- �- - 2 - �_­­, ., 1. ! ... 11 I �., 11 1. I , i " '. , . . I � , '' , .1 I _ , : �: � , � L I , , , I . �. � , � L� I 11 , � I .11. . . , `., , I , . � , , . - , . 1 I : , I �, '' .7: , - � . •, 1, �1. '' "L � 'll I r I , , I I . I I I I I , ,,, , � UTILITIES .DEPARTMENT'S APPROVAL,OF HE ,� . .I- L I I .. I lo, I "", , I � .. I 1, .11 ., '. I - ... I . 11 I � ,. 1, . I., I ifid I �', I ' '�'� i 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, '­� �, * , I , 1�, , ; , , ,� , . . I I , * ''. � , �_, ': ' "17" .��. , I - ' - , - �' ' - I � -,,. ' ' ; � "i ' ­ OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK 1 � *�' , ,�.. � . - :!;' , - , ,. . ,­ i , j,; ;;�.,:!: � �1�, �­ I - � I ,, �, ,,� .2'. ,� � ��',l -.� ,' I - ��e, ,�.;j­ � 1. --� �. -, , " ., , .� 1, ,�, 1. 11 .,�':,­ -, � , - t;, L I 1� 1";L' 1::', � �',, ­,'%, ' � t� I , � � � , - I I l�,�!,,,�;.�; �� "' '' '.`I. � ", , , , J,6"S _ _ � I � FINIS)i GRADE I . � � . 1. � �. . I r, I , fiffi-M! kTERIALS, � I 11 11 9 so I : r, �,."�, ., "I , 4".: I ­�l ,�,,,l � I . . I � 1. I, , - SHUT OFF VALVE I I I . I , , �V,,' I" , I I 1 I I � . I I , A80YE CURB I � , �`� � . GRAOE . I I � - I I I I , I : , ' . , ", 1, �,� I 1. , ,.;, 1 FINISH i. . , �) I I 1� , , �,�! ." ,,, L , L I . I I GRADE � * - l;,;l , � i 11 , I . I - 100 - ­ I I - I I , � I .. 1".- �""I�",.�:I�''A I � - I . . L METER I I ',1lI , CURB STOP %, ' 11 I . 1. I I � . I I SERVICE LINE � �" "; �­, , , . . I I . 't1 CORP. STOP , L I II MODIFICATION OF THESEDETAILS BYNON' CITY - . , 1,,!m , ""4 .. DOUBLE STRAP SADDLE I I I WATER MAIN . . I I - NOTES: I r I , 1. "�" i � ' ` BETWEEN ALL GALVANIZED AND A POSITIVE DIELIECMC CONNECTION � SHALL HE MADE ­" " UTILITIES .DEPARTMENT'S APPROVAL,OF HE BRASS COMPONENTS. I !1 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, l 1 , . . II I OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK 1 OR OTHER PAVED AREAS. I . � 3. USE PRIMER SUITED TO WE MATERIALS. FINISH WITH TWO COATS OF BLACK l�. 1 � I I 11 I I . I I , I � , " I r . , 11 . I I , . � I I � I 11 . . , � I I � . I . . I i . I . . I . . . " I . ; - 1 EXTERIOR ENAMEL . I I . I I . , I I DOMESTIC METER ANDDOUBLE DECK VALVE OR �l ' ' " ' . � � � r ! I . I . I � I I ,,, . � I 1. � I ' ' 1, .. . I I . ZQNE ASSEMBLY I CITY OF SANFORD1999 � !- I . � � . 1. � �. . I r, I , fiffi-M! kTERIALS, � I 11 11 9 so I : r, �,."�, ., "I , 4".: I ­�l ,�,,,l � I . . I � 1. I, , , � , I I I I . I , , �V,,' I" , I . � I " t I I � . I I , t L , I 4 � . .) � I I I , � �, I � , �`� � . �l I . I I � - I I I I , I : , ' . , ", 1, �,� I 1. , ,.;, � I L I L I , , I . I I � "� I I . � � . I . , �) I I 1� , , �,�! ." ,,, L , L j �, I . l;,;l , � i 11 , , " I I 1".- �""I�",.�:I�''A j; -, '6 4�, I ',1lI , 1 CAUTION . 't1 '. I II MODIFICATION OF THESEDETAILS BYNON' CITY - . , 1,,!m , ""4 .. . . , 'OTHER 'THANTHE FILLING IN OF BLANK, INFORMATION LOCATIONS, , , 3 ,.� I SHALL RESULT IN THE WITHDRAWAL OF THE "; UTILITIES .DEPARTMENT'S APPROVAL,OF HE l.. !1 i SUBJECT ENGINEERING PLANS. w1. , , , l 1 , . . II I - ,.,.,,I� , � I I : , L . I I I I . . I I . I : : '. ' ;'I _. 'L ' ,,,,, �l � � I . l�. 1 � I I 11 I I . I I , I � , " I r . , 11 . I I , . � I I � I 11 . . , � I I � . I . . I i . I . . I . . . " I . ; - 1 ., . � ,�j I . , , av I I I . � � . r '� I ," I J� . , 11 ,�, , ., . , - �l ' ' " ' . � � � r ! I . I . I � I I ,,, . � I 1. � I ' ' 1, .. . I j , ,., � I I 11 " '. I I .. , � I . � I I . I , , I I , . I -o � . . I .. �l i . , j D 11 I I . I 4 5 R .� I � , ; : . I '. I 1� ll� , , , ,';r:, ': � , 1 I I . 11 1 , r I , � Gly OF shwum , 7, 1yp A r nT F VAMES Note,' BaW to be stoked at the dl�wtlon of tho our. Engin AVkhor Bd1w With 2 - e x 2' x 4' Stakes Per 8(1/0. 50' On Centers T Rou 1.00se SO// Pioced,� �Iavel And As Irod Uqhtly Comocted AloN Q�strealn Face 'Of 86los. z PLAN BALES BACKED BY 'FENCE Ditch EL. 33.0 Ditch Anchor Bales With 2 7 Z ie X erlop Ends FV "SIDE LOT Ov Curb Gutior 4k t fl) sf(lkw Per Bale. Curb & Gutter WALK > LU Fill Slope BOTTOM EL -32.0 PARTIAL INLET COMPLETED INLET TCH D/ BOTTOM INLET ELEVATION TO BE USED AT SELECTED SITES WHERE THE PROTECTION AHWND �OR SIMILAR STMICTURES SOD SLOPES 'NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE -7 Loose So/I Placed By Shovel AW Lightly Compacted Alow Upstream 'TYPICAL'POND SECTION PLAN Edge & Bales. Anchor Bales With 2 - x 2' x Flow Stakes Per Buto., Post alosi To Butt N. T. s. Roll x 2' x 4' Anchor Bales With 2 - Optional Post Position.- PrInolple Post Position W Stakes Per ole. P?jt (Opilonsi 2x 4"Or A I . I — 411�. (Canted 90' Toward Flow) Mtn. Recommended Ej Uln. Ota. Woodt Steel I I 03 LbslFt. Win.) Filter Fabric (In PLAN Loose Soll Placed By Shovel And 6, max tightly , r1t, i I I Conformance WIM Compacted Along The Upstream Edge Of Bales. ELEVATION Sec. 965 FOOT Spec.) PA rriors for IxN*Jr ditches should be spaced In a=rdo o with a ba --Filter Fabric Spacing: 6ql no Fill 5/0,00 Chartl, Shoot.1 of J. Index No. 102 BLDG. 6) �Ilt Flow' TOOLED EDGES BARRIER FOR PAVED DITCH EL. 33.PL ELEVATION, 1/8' RADIUS 5* U TO BE USED AT ELECTED SITES WHERE THE EL. 34. :53.5 NATURAL GROUND SLOPES AWAY FROY THE TOE OF SLOPE SECTION Woven Filter Fabric In AI Of ELEVA TION 4 Established Gross (Approx. 12' x 12"). Secure Edges By EntrewhIng And Extend Under Bogs and Ba/6 BARRIERS FOR FILL SLOPES Notet Slit Fence to be paid for under Me contract unit price for Staked Slit Fence QF). Shall Uoet The Requirements Section W5 Of The Standard T`YPE LT SILT FENCE Fabric Sofyj B�qs pewo f1cat/a ns. Cost Of Fabric To Be MATCH EXISTING GRADE included In The Contract Unit Price 5' Vln.' For Baled Hay Or Strow. TN. bF 6.8. 1999 Ad rg ol VEE SWALE CONTRACTION' N. T. S. edLoose Soll Pl000d Shovel AN Lightly N.T,S. Compacted Along The Upstream Edge Compacted Along 'rho Upstream Edge Of &le. Of !10 PLAN PLAN VARIES V" 0 aLU Post Ill Flow 4" THICK �;U in. Recommended yp Yin. Roc omm V)C 10 ILI At .51 T rt rl T4 410 4& r Lower Boles With, 2 - e x I? x. 4' Stakes Per Role. 4' Z 0 Ambor top Bolos To Lower Bolas WIM 2 - Ll x e x 4' Stakes Per Bale. Anchor Bales With Nolet Spacing for 7-ype Iff Fence to be In 4 4 4. _9' x 2' x 4' Sfakoi Per Bale � f V� "I, - I f ' , uccoroance with Chart 1, Sheet I of .3 _EVA El TION "--PRENOUL ELEVATION and ditch Installations at drainage CONCRETE structures Sheet 2 of J. WOOD FLOAT FINISH SAW T CU Application and spacingt The use of Types _r Z bale barriers hould'be limited to the rype X Slit Fence Protection CONTRACTION JOINTS AT MA TERIAL ItIons outlined In Chart 1, Sheet of 3, Index No. 102 X Silt Fence oond Type X Silt Fence Around Ditch Bottom Inlets. 5'O.C. MIN EXPANSION JOIN r COMPAc rED SUBGRAbE AT 20'*O.C, MIN. TYPE Z TYPE I Do not deploy In a manner that 511t fences will act as a dam uoi6� e Ing s to nwnWlawi EXPANSION JOINT watercourses. Slit fences are to be Used at upland locations and turbidity turriers 49ARRIER FOR UNPA used at permanent bodies of water. IL . . . ILi L4J VED DITCHES EVERY 100 rl 02 BALED HAY OR 81'"W BARfUERS AND SILT FENCES —7 10 SILT FENCE APPUCATIONS `%�CONCRETE WALK", N.T.S. N. T. S. (To 7 N. T.LS. t 2'-4" A 6',CONC. bLOCK MASONRY W/STUCCO, FILL ALL .�CELLS, #5 REBAR AT CORNERS CENTER OF 5�O I "Slit 47--r of Grate 4 BACK'WALL, TIE BEAM W/L�NTEL BLOCK ON TOP. b C. n b z #5 REBAR (TYP) 24' .24 A P A a Z CAS �Nva HALF SEC TION T IRON GRATES z ix L 3000 PSI CONCRETE CL F, PLAN SECTION A—A FILLED *,W/ tIAPProx, Weight 2J5 tbs. TYPE C �--4" GSP CONC. 3' ABOVE Y-41 SLAB 3' BELOW _E CAS T IRON GRA SL AB ENCASED (TYP) Grote 4'x4' FLAT 6 6" CONCRETE WITH Q CURB Eye 80/t See Index 201' "--2-6X6 GATES 0j. A —7- 6 + .1*4 Bars 9 to 1_'Ctrs. PLAN 6" CONC SLAB SECTION B-8 SECTION W/ 6X6 WWF TYPE C TYPE C '000"0 Straight Bars 241y 905 4' CONCRETE FLUME —W. "III lye 14e: Retictifine 8111rs /j x If Z Bonds 1j"x 3'-r Wall -24' Pipe DUMPSTER PAD1, ENCLOSURE Approx. WeIght.100 Lbs, r9i -1 PI -01 Woll-le Pipe N.T.S. 44 N, T. S. foil STEEL GRATE z GENERAL NOTES z I. These'tolets aro'5ultublo for bloyolo und pedestrian areas and are to bo ad low Us In ditches, m 'e' d1ans and other areas subject to Infrequent traffic locdlnqs but are not to be placed In areas subject to any heavy wheel loods, Z Z Future Curb And — 2. lnlets� sUblect to m/n/mal, debris should be constructed without slots. Where debris is a 211 R q) essible to pede5hrlans sholl &vo traversable slots. The 20' R O� AS, Shown On Plans z 31 41 /0 W C, traversable -51ot modiflovtIon Is not adoptable to Inlet Type H. Slots moy be oonstruoted p at olther or both ends as 'shown on plans. Gutter Construction roblem Inlets should be constructed, with slots. Slatted Inlets located within roadway clear zones and In areas aco, A 1_�. I - Exp Joint are to be used on oil Inlets with traversable slofs., Either cast Iron or steel grates may be I Steel grates are to be used on all Inlets where b1cyclo traffic is anticipated. Steel grates used on Inleis without 510/5 where bloyoto traffic is not untklpoted� Either cost Iron or C steel grates may be'used an all Inlets ivIffi non -traversable slots. Subject to Me 5electloo A 51-0 described above, when Alternate 9 grate Is specified In the'plons, either the y be steel grate, ed B hot dipped galvanized after fabrication, or Me oust Iron grate ma us unless the plans sfl�ulote tho.part/w/ur type. 'litter Curb And Gutter SEC TION 88 Volley 6 DR AWN. 'TM 4.1 Recomiended mo,thwm p1pe sizes shown are for aowete pipe. Pipe sizes larger tha. PLAN 11-211 6' 8' (,,) 31-6;r' 1 8" -_ --- - those recommendit(i atist'be chacked for fit. Unless Otherw Upless Otherwise QQ j 211 R CHECKED: ;so 5. A// exposed Corners and edges of concrete qrfr to be ax.11111ored Shown On Plans Shown On pkm KLP DATE: 6. Pavement to be used on inlets without slots and inlets with non -traversable slots on y Ctj q0 3EPTEMBE& �19 when called for In Me plans, but required on all traversable slot Inlot5. Cost to to NOTE. Alt, B Structure Bottoln Onity. See Detail /Va. 200 Included 1/1 contract unit price for Inlets. Quantities shown ore for Information only. NO,3CALE 7, Traversable slots constructed In exist 7 Ing Iniots shall be paid for as Inleis partial ..� 1 CAD NAM�. STRUCTURE BOTTOM FOR INLETS TYPE C and shall include the cost for sitiot openings, paving and any required replacement. grates -8.D SEC TION AA 3024"' SECTION CC JOB, 8. Sodding to be used on all Inlets not located In paved areas and puld for under contract 024 unit prke for SwV 9 SY. 994 SHUT 9. For stipplementoryidefolls see Detail No. 201. LE Y -t -,"GUTTER DETAIL V VAL F,D*O.T, TYPE Sr. Q; INLET N T 1z, WT. S OEM 199 CITY OP 0" tl D r -;i V --7 2,­ ;10� 9 0 LLJ 0 C14 LAJ Q 0 121 a Z CAS �Nva HALF SEC TION T IRON GRATES z ix L 3000 PSI CONCRETE CL F, PLAN SECTION A—A FILLED *,W/ tIAPProx, Weight 2J5 tbs. TYPE C �--4" GSP CONC. 3' ABOVE Y-41 SLAB 3' BELOW _E CAS T IRON GRA SL AB ENCASED (TYP) Grote 4'x4' FLAT 6 6" CONCRETE WITH Q CURB Eye 80/t See Index 201' "--2-6X6 GATES 0j. A —7- 6 + .1*4 Bars 9 to 1_'Ctrs. PLAN 6" CONC SLAB SECTION B-8 SECTION W/ 6X6 WWF TYPE C TYPE C '000"0 Straight Bars 241y 905 4' CONCRETE FLUME —W. "III lye 14e: Retictifine 8111rs /j x If Z Bonds 1j"x 3'-r Wall -24' Pipe DUMPSTER PAD1, ENCLOSURE Approx. WeIght.100 Lbs, r9i -1 PI -01 Woll-le Pipe N.T.S. 44 N, T. S. foil STEEL GRATE z GENERAL NOTES z I. These'tolets aro'5ultublo for bloyolo und pedestrian areas and are to bo ad low Us In ditches, m 'e' d1ans and other areas subject to Infrequent traffic locdlnqs but are not to be placed In areas subject to any heavy wheel loods, Z Z Future Curb And — 2. lnlets� sUblect to m/n/mal, debris should be constructed without slots. Where debris is a 211 R q) essible to pede5hrlans sholl &vo traversable slots. The 20' R O� AS, Shown On Plans z 31 41 /0 W C, traversable -51ot modiflovtIon Is not adoptable to Inlet Type H. Slots moy be oonstruoted p at olther or both ends as 'shown on plans. Gutter Construction roblem Inlets should be constructed, with slots. Slatted Inlets located within roadway clear zones and In areas aco, A 1_�. I - Exp Joint are to be used on oil Inlets with traversable slofs., Either cast Iron or steel grates may be I Steel grates are to be used on all Inlets where b1cyclo traffic is anticipated. Steel grates used on Inleis without 510/5 where bloyoto traffic is not untklpoted� Either cost Iron or C steel grates may be'used an all Inlets ivIffi non -traversable slots. Subject to Me 5electloo A 51-0 described above, when Alternate 9 grate Is specified In the'plons, either the y be steel grate, ed B hot dipped galvanized after fabrication, or Me oust Iron grate ma us unless the plans sfl�ulote tho.part/w/ur type. 'litter Curb And Gutter SEC TION 88 Volley 6 DR AWN. 'TM 4.1 Recomiended mo,thwm p1pe sizes shown are for aowete pipe. Pipe sizes larger tha. PLAN 11-211 6' 8' (,,) 31-6;r' 1 8" -_ --- - those recommendit(i atist'be chacked for fit. Unless Otherw Upless Otherwise QQ j 211 R CHECKED: ;so 5. A// exposed Corners and edges of concrete qrfr to be ax.11111ored Shown On Plans Shown On pkm KLP DATE: 6. Pavement to be used on inlets without slots and inlets with non -traversable slots on y Ctj q0 3EPTEMBE& �19 when called for In Me plans, but required on all traversable slot Inlot5. Cost to to NOTE. Alt, B Structure Bottoln Onity. See Detail /Va. 200 Included 1/1 contract unit price for Inlets. Quantities shown ore for Information only. NO,3CALE 7, Traversable slots constructed In exist 7 Ing Iniots shall be paid for as Inleis partial ..� 1 CAD NAM�. STRUCTURE BOTTOM FOR INLETS TYPE C and shall include the cost for sitiot openings, paving and any required replacement. grates -8.D SEC TION AA 3024"' SECTION CC JOB, 8. Sodding to be used on all Inlets not located In paved areas and puld for under contract 024 unit prke for SwV 9 SY. 994 SHUT 9. For stipplementoryidefolls see Detail No. 201. LE Y -t -,"GUTTER DETAIL V VAL F,D*O.T, TYPE Sr. Q; INLET N T 1z, WT. S OEM 199 CITY OP 0" tl D r -;i V --7 2,­ ;10� 9 DES16N CRITERIA / LOADING CONDITIONS: ALL NEW 5TRUCTURAL ELEMENTS TO BE IN COMPLIANCE WITH 56GG1 Igg7 AND ALL LOCAL AND STATE CODES AS REQUIRED BY THE BUILDING OFFICIAL. DE516N WIND LOAD = 100 MPH REGION ROOF LIVE LOAD = 20 P5F ROOF DEAD LOAD = 10 P5F A GEOTEGH ENGINEER, LICENSED IN THE STATE OF FLORIDA, SHALL VERIFY ALLOWABLE 501L BEARING PRE55URE AND COMPACTION OF THE BUILDING PAD PRIOR TO CONSTRUCTION. FOUNDATION SIZES ARE BASED ON AN ALLOWABLE SOIL BEARING PRE55URE OF 2000 P517. FOOTINGS SHALL BE FOUNDED ON UNDISTURBED, GLEAN SOIL OR ENGINEERING TESTED GLEAN AND GOMPAGTED FILL. EARTHWORK SHALL BE PERFORMED UNDER THE SUPERVISION OF A LIGENSED 501L TESTING GOMPANY TO A55URE COMPLIANCE WITH REQUIREMENTS OF THE SOILS REPORT AND SPECIFICATIONS. ALL FILL DIRT TO BE GLEAN AND FREE OF ORGANIG MATTER AND COMPACTED IN 6" LIFTS. COMPACTION TO q5% T-180 TO BE VERIFIED PRIOR TO POURING. ALL REQUIREMENT5 FOR 517E PREPARATION AND 501L COMPACTION SPEGIFIED IN THE SOILS REPORT SHALL BE FOLLOWED UNLESS NOTED OTHERAISE. 6A5T-IN-PLA6E CONCRETE: ALL PORTLAND GEMENT CONGRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AGI 318, LATEST ADDITION AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," AGI 301. ALL GONGRETE SHALL HAVE A MINIMUM OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAY TEST. PROVIDE 3 TEST CYLINDERS, AND 4"-5" SLUMP TEST EACH TRUCK, MINIMUM WATER/GEMENT RATIO OF 0.58. GONGRETE SLAB TO BE POURED ON GLEAN, COMPACTED, TERMITE TREATED FILL WITH 6 MIL PLA5TIG, VAPOR BARRIER MEMBRANE. SLAB TO BE 4". THI5 SLAB TO BE SQUARE, LEVEL AND 5MOOTH, TROWELED WITH HARD STEEL TROWEL TO A SMOOTH FINISH. NO HATER TO BE ADDED DURING FIN15HINO WORK. REINFORGING 5TEEL SHALL BE DEFORMED TYPE, GONFORMING TO ASTM A-615, GRADE 6o. ALL REINFORCING TO BE LAID A MIN, 3" ABOVE FILL AND 5PLICE5 SHALL. BE 40 BAR DIAMETERS OR 25" MIN FOR #5 REBAR. WELDED WIRE MESH SHALL BE 6 X 6 HIA / HIA, CONFORMING TO A5TM A-185. WWM TO BE LAID 1-1/2" ABOVE FILL WITH MIN. 12" LAP EAGH SIDE. OPTIONAL: HHERE FIBERME5H ADMIXTURE 15 UTILIZED, USE 3500 P51 (MIN) CONCRETE ® 28 DAYS TEST, A5 RECOMMENDED BY FLORIDA CONCRETE PRODUCTS A550G. 4 LOCAL BUILDING CODE REQUIREMENTS, PROVIDE EXPANSION JOINTS IN CONCRETE BUILDING SLAB EACH 30' OR LE55 H/ GALVANIZED METAL KEYED JOINT OR COMBINATION OF CONTROL JOINTS (5AWCUT 1 1/2" DEEP, HITHIN 4 HOURS OF POUR) EVERY 15' TO 20'EACH WAY, AND EXPANSION JOINT5 EVERY 40 FEET. MA50NRY: ALL CONCRETE MA50NRY HORK TO BE IN ACCORDANCE WITH AGI 531.1. CONCRETE MA50NRY UNITS PER A5TM Gg0 OR G145 HITH A MIN. NET COMPRE5510N STRENGTH OF IgOO P51. MASONRY TO BE LAID IN RUNNING BOND, W/ MORTAR TYPE M OR 5, PER ASTM G270 HITH SMOOTH TOOLED JOINTS. PROVIDE GLEAN -OUTS AT BASE OF ALL MASONRY CELLS CONTAINING VERTICAL REINFORCING FOR INSPECTION PRIOR TO GROUTING. GROUT SHALL CONFORM TO A5TM 0476 FOR FILL GELL APPLICATION AND SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P51. MAXIMUM AGGREGATE 51ZE OF 31811 HORIZONTAL WALL REINFORCMENT SHALL BE g GAGE, LADDER TYPE 11DUR-0-WALL" AT 161' O.G. VERTICAL, UNLE55 NOTED OTHERWI5E. PRECAST MA50NRY HEADERS ARE TO BE USED AT EACH MASONRY OPENING, PRECAST HEADERS TO BE RATED FOR 8-10 PLF GRAVITY 4 502 PLF FOR UPLIFT LOADS AND 51ZED TO HAVE 8" BEARING EACH SIDE. SEE SHOP DRAWING ATTACHMENT FOR SPAN AND RATED LOAD CAPACITIES. WALL FRAMING: NON --LOAD BEARING STEEL FRAMING SHALL BE INSTALLED IN COMPLIANCE WITH THE PROVISIONS OF A5TM G-754. ALL INTERIOR NON-BEARING PARTITION WALL5 TO BE 3-5/811 20 6A6E METAL 5TUD5 AT 16" O.G. WITH TDP $ BOTTOM RUNNER TRACK. FASTEN BOT, TRACK TO CONCRETE 5LA5 HITH HILTI POWDER ACTUATED SHOT PINS AT 16" O.G. HITH MIN. I" EMBED. VERTICAL BRACING AT 4811 O.G. OR A5 SPECIFIED BY MANUFACTURE, PRE-ENGINEERED METAL BUILDING: BUILDING TO BE GONSTRUGTED WITH A PRE-ENGINEERED METAL BUILDING PACKAGE PROVIDED BY GONTRAGTOR. PRIOR TO ORDERING BUILDING, GONTRAGTOR SHALL VERIFY ALL BUILDING CONDITIONS, COORDINATE ALL DIMENSIONS AND VERIFY ALL STRUCTURAL ELEMENTS. METAL BUILDING MANUFACTURE SHALL BE AN AISG MB GATAGORY, METAL BUILDING 5Y5TEM5 CERTIFIED MANUFACTURE, CERTIFIED FOR DE51ON AND FABRICATION. METAL BUILDING MANUFACTURE TO PROVIDE ALL STRUCTURAL EN61NEERINO PLANS, INCLUDING CONSTRUCTION DETAILS, METAL FABRICATION SHOP DRAWINGS, A55EMBLY 5GHEMATIC5, CONNECTOR SCHEDULES, AND COLUMN UPLIFT REACTIONS. MISCELLANEOUS: ALL WINDOWS AND DOORS SHALL BE RATED AND INSTALLED TO WITHSTAND 100 MPH WIND LOADS. HANDICAP ACCESSIBILITY ALL BUILDINGS, FACILITIES, ELEMENTS AND/OR 5PACE5 5HALL COMPLY WITH THE APPLICABLE LAWS RELATING TD AGGE551BLITY FOR THE P15ABLED PER FLORIDA 5TATUTE5 GHAPTER 553, PART V, AND THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION HANDICAPPED AGGE551BLE ENTRANCES MUST BE PROVIDED IN A NUMBER AT LEAST EQUIVALENT TO THE NUMBER OF REQUIRED EXITS BY THE BUILDING CODE. ALL D0OR5 TO BE PROVIDED WITH HARDWARE HAVING A SHAPE THAT 15 EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF HR15T TO OPERATE. SEE DOOR SCHEDULE, SHEET A-3 TOILET ROOMS AND/OR RE5TROOM5 SHALL BE CONSTRUCTED TO MEET THE REQUIREMENTS OF THE LAA5 RELATING TO AGGE55IBILITY FOR THE DISABLED. REFER TO 5HEET A-3 FOR ENLARGED RE5TROOM PLAN, DETAILS AND ELEVATION5. F.A.C,B.C. 4.1,3 SECTION (5) EXCEPTION I. ELEVATORS ARE NOT REQUIRED IN FACILITIES THAT ARE LE55 THAN THREE STORIES OR THAT HAVE LESS THAN 3000 SQUARE FEET PER STORY UNLE55 THE BUILDING 15 A SHOPPING CENTER, A SHOPPING MALL, OR A PROFESSIONAL OFFICE OF A HEALTH CARE PROVIDER, OR ANOTHER TYPE OF FACILITY A5 DETERMINED BY THE U•5• ATTORNEY GENERAL. I.\ IG .. . - R IIAIITFff GT AYGG //IOVOIG:LY 1 -1 AAIn 11UT M&A IPMAI T =AT OO/1\/IGI/11JG -1 UAV I.1/1T fAMIICV rfI CJI Ir ATC - AIN . __ -G 1 DESIGN CRITERIA: Igq-f STANDARD BUILDING CODE Igg7 NFPA 101: LIFE SAFETY CODE BUILDING AREA TABULATION: 15TFLOOR ASSEMBLY = 10,650 5.F• 2ND FLOOR A55EMBLY = 613 5.17.. TOTAL ASSEMBLY = 11,263 5.F. 15T FLOOR OFFICE = 776 S.F. 2ND FLOOR OFFICE = 566 S.F. TOTAL OFFICE = 1,342 S.F. 15T FLOOR OR055 BUILDING AREA = 12,640 S.F. 2ND FLOOR OR055 BUILDING AREA = 1,534 5.F. 'TOTAL OR055 BUILDING AREA = 14,1 J4 S.F. CONSTRUCTION CLASSIFICATION: 5BG CHAPTER 6, SECTION 606 :TYPE FOUR (4) UN -PROTECTED, 5PRINKLERED CLASSIFICATION OF BUILDING OGGUPANGY: 5BG CHAPTER 3, SECTION 305.1 A55EMBLY OCCUPANCY - GROUP A, SUB -GROUP A-2, SMALL ASSEMBLY BUSINESS OGGUPANGY GROUP B MINIMUM OCCUPANT LOAD: 5150 CHAPTER 10, TABLE 1003.1 ASSEMBLY AREAS ® 15 S.F.(NET) / OCCUPANT: (15T FLOOR) 10,650 /15 = 710 PEOPLE OFFICE AREA a 100 5.F.(GR055) / OGGUPANT 05T FLOOR) 1,534 / 100 15 PEOPLE 15T FLOOR TOTAL = 125 PEOPLE ASSEMBLY AREAS a 15 5.F.(NET) / OCCUPANT: (2ND FLOOR) 613 / 15 = 41 PEOPLE OFFICE AREA ® 100 5.F.(6RO55) / OCCUPANT (2ND FLOOR) 5121 / IOD = 10 PEOPLE 2ND FLOOR TOTAL = 51 PEOPLE ALLOWABLE HEIGHTS AND BUILDING AREAS: 5BG CHAPTER 5, TABLE 500 TYPE IV, UNPROTECTED, SPRINKLERED CRITERIA A-2 A55EMBLY SMALL, NO STAGE ALLOAABLE HEIGHT = 55'/ PROP05EP = 2 MAXIMUM NUMBER OF STORIES = 2, / PROP05ED = 2 STORY MAXIMUM AREA = 16,000 S.F., / FROP05ED = 14,1`74 S.F. B-BU51 NE55 ALLOWABLE HEIGHT = 55' / PROPOSED = 2 MAXIMUM NUMBER OF STORIES = 5, / PROPOSED = 2 STORY MAXIMUM AREA = 34,000 S.F., / PROP05EP = 14,174 S.F. MINIMUM INTERIOR FIN15H CLASSIFICATIONS: 50G GHAPTER 8, TABLE 803.3 A55EMBLY OCCUPANCY (5PRINKLERED CRITERIA) EXITS: GLASS "B" EXIT ACCESS: GLASS "G" OTHER SPACES: GLA55 "C" TRAVEL DISTANCE, DEADEN05, EXITS, AND E6RE55 WIDTH: 5BG GHAPTER 10, TABLE 1004 GROUP "A 4 B" - MAX. TRAVEL DISTANCE TO AN EXIT: DOES NOT EXCEED 250' (SPRK) GROUP "A 4 B" - MAX. DEAD END CORRIDOR: DOES NOT EXCEED 20' GROUP "A 4 BII - MIN. CORRIDOR WIDTH: 44" REQUIRED GROUP "A 4 B" - MIN. CLEAR OPENING OF EXIT DOOR: 32" REQUIRED MINIMUM NUMBER OF EXITS: 5B0 1004.2.2 3 REQUIRED, 15T FLOOR OCCUPANT LOAD OF 500 - 1000 (5 PROVIDED) 2 REQUIRED, 2ND FLOOR OCCUPANT LOAD OF I -° 500 (2 PROVIDED) FIRE RE515TANT 5EPARATION5: 5BG 704.1.2,2 THE FOLLOWING OCCUPANCIES NEED NOT BE SEPARATED FROM THE USES TO WHICH THEY ARE ACCESSORY; SECTION 2: A55EMBLY ROOM5 HAVING A FLOOR AREA OF NOT OVER 750 S.F. SECTION 3: ADMINISTRATIVE AND CLERICAL OFFICES AND 51MILAR ROOMS HHIGH, IN AREA PER STORY DO NOT EXCEED 25% OF THE STORY AREA OF THE MAJOR USE HHEN NOT RELATED TO GROUP H OCCUPANCIES SECTION 4: ROOMS OR SPACES USED FOR CUSTOMARY STORAGE OF NONHAZARDOUS MATERIALS IN GROUP B, WHICH IN AGGREGATE DO NOT EXCEED ONE-THIRD OF THE MAJOR OGCUPANGY FLOOR AREA IN HHIGH THEY ARE LOCATED. OTHER REQUIRED 5EPARATION5; 5BG 1006.1.1 EXIT 5TAIRHAY5 BETHEEN FLOORS SHALL BE ENGLOSED IN OR SEPARATED BY FIRE RESISTANCE GON5TRUCTION IN AGCORDANGE WITH 705.2 AND TABLE 705.1.2 550 705.1.2 ALL EXITS AND 5TAIRHAY5 IN GROUP A AND H OCCUPANCIES SHALL BE 2 HOUR WITH 1 1/2 HOUR DOOR ASSEMBLIES. 550 1006.2.4 EXTERIOR STAIRS 5HALL BE SEPARATED FROM THE INTERIOR OF THE BUILDING BY HALLS WITH A FIRE RESISTANCE RATING OF NOT LE55 THAN I HOUR, WITH FIXED OR 5ELF CLOSING OPENING PROTEGTIVE5 A5 REQUIRED FOR ENGL05ED STAIRS. 1:ui # & oz� gj,, g M/E/P ENGINEER: 953 MOSS LANE WINTER PARK FLORIDA 32789 AE • I. ALL WORK 5HALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOGAL GOVERNING AUTHORITY. 2. DO NOT SCALE DRAWINGS, THESE ARE CONCEPTUAL PLANS. ALL SHOP DRAWING5 SHALL BE REVIEHEO BY THE ENGINEER OF RECORD PRIOR TO FABRICATION AND EREGTION. 3. THE GENERAL CONTRACTOR AND ALL 50-CONTRAGTOR5 SHALL VERIFY ALL CONDITIONS, DETAILS, DIMEN51ONS AND QUANTITIES. NO CHANGES TO PLANS TO BE MADE WITHOUT WRITTEN APPROVAL BY THE ENGINEER / ARCHITECT. REPORT ANY DISCREPANCIES TO THE ENGINEER / ARCHITECT. 4, THE ENGINEER / ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES IN CONNECTION WITH THE WORK, FOR THE ACTS OR OM15510N5 OF THE CONTRACTOR, 50 -CONTRACTOR, OR ANY OTHER PER50N PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 5. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL SAFETY PRECAUTIONS OR SAFETY PROGRAMS USED TO PROVIDE A 5AFE WORKING ENVIRONMENT ON THE JOB SITE. GENERAL CONTRACTOR RESPONSIBLE FOR ALL STRUCTURAL SHORING AND BRACING DURING HORK. 6. MANUFACTURER'S NAMES AND MODEL NO. LISTED IN THE 5PECIFIGATION5 OR ON THE SCHEDULES ARE FOR THE PURPOSE OF ESTABLISHING A QUALITY OF MANUFACTURER OR A SPECIFIC DE51ON CONFIGURATION. EQUAL PRODUCTS, AS APPROVED BY THE ARCHITECT / ENGINEER, HILL BE ACCEPTABLE FROM OTHER MANUFACTURERS. 7, ALL HORK TO BE FIRST RATE, HIGH QUALITY, AND AG60MPLISHEP IN A WORKMANLIKE MANNER BY SKILLED CRAFTSMEN U51NO ACCEPTED PRACTICES AND METHODS APPROPRIATE TO THE TRADE INVOLVED. .5. PRIOR TO CONSTRUCTION, THE GONTRAGTOR/OANER SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS, APPROVALS AND FINAL CERTIFICATE OF OCCUPANCY. NO CONSTRUCTION OR FABRIGATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL THE PERMITTING AUTHORITIES. g• PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY SERVICE WITH UTILITY AGENCY AND 50HEDULE ON-51TE INSPECTION TO LOCATE UTILITY MAINS OR SERVICE LINES, wp�WM MR NORTH ARROW SPACE SPACE NAME I DENTI F I GATT ON BATHROOM 101 SPAGE NUMBER DRAWING NUMBER DRANING I:FFLOOR PLA TITLE BUILDING SEGTION REFERENGE ELEVATION REFERENGE SGALE: 1/411 = 11-0" SHEET ON —HHIGH DRAWING OCCURS SECTION NUMBER DRAWING ON HHIGH SECTION OCCURS �2ELEVATION NUMBER DRAWING ON HHIGH ELEVATION OCCURS _._..._..- ....-...---. ...._ ..__� ..-- .. .-.� ...-...._ ...�. - ... ..._ _ _ .._ .__ .-_ - _....-_ ..-_ -. .. .. _... _. .... -.._ .-.. _. _ --- -- - ._ -- .- .._ ..._-_.-_. _ _ .. .._ ._ _ .. . _ _. _. _. .._ .... .... _.. . _. . -, .--I --• I-•-,••••-� ,... .. v ...x.,...l�l Iwl Iw✓wllvl� vl� I Iv vr.11vl• Iv III��t I-3-rNv IM IfIVV1 IrIL L\r1Y.J�I -I ILIA WIVLI\I VI JILYLII nJJV.Jlnl"J F,n, IJ nIW 71I1 ­L U" rrI V.-VIGV IV IM rV1-LG.71 ='AIGI\1 Ur ' 1 M Lm^ 300 N. PARK AVENUE SANFORD, FLORIDA 32771 PH: . 1330-6666 ENLARGED DRAWING REFERENCE PLUMBING REFERENCE DOOR 5GHEDULE REFERENGE DRAWING INDEX A-1 COVER SHEET CONSTRUCTION NOTE REFERENGE WINDOW REFERENGE 2 DRAWING NUMBER DRAWING ON HHIGH ENLARGEMENT OGGUR5 A�-- FIXTURE DE5I0NATION (REFER TO PLUMBING 50HEDULE) 2 DOOR NUMBER (REFER TO DOOR SCHEDULE) 05--- NOTE NUMBER (REFER TO NUMBERED NOTES ON THAT PAGE) A WINDOW DESIGNATION (REFER TO HINDOH PROFILES) - PROJECT DATA, NOTES A-2 FOUNDATION PLAN WALL SECT IONS A-3 FLOOR PLAN SGHEDULES A-4 BUILDING ELEVATIONS, A-5 MECHAN I GAL PLAN A-6 PLUMBING PLAN A-1 ELEGTR.IGAL PLAN A-8 REFLECTED GE I L I NG PLAN CONSTRUCTION NOTE REFERENGE WINDOW REFERENGE 2 DRAWING NUMBER DRAWING ON HHIGH ENLARGEMENT OGGUR5 A�-- FIXTURE DE5I0NATION (REFER TO PLUMBING 50HEDULE) 2 DOOR NUMBER (REFER TO DOOR SCHEDULE) 05--- NOTE NUMBER (REFER TO NUMBERED NOTES ON THAT PAGE) A WINDOW DESIGNATION (REFER TO HINDOH PROFILES) - N � O N co W 0 Z uj co co Lu w Q C'7 z Z0 Z W LL. N z Ldp! w d w 0 O --II �Y i C �Q O z < C0 O 0 LL W U 0 w v W ® a. co < 0 cc C!) 0 w w w > a O0 0 ® DATVi 6 DEG qq DRAWN= J5 R5 SGAI.�= A5 NOTED BALI= = Am1 1 of 8 158'-0" 25'-4" 1 5'-4" 25' +3" �' '4� 1ST FLOOR FOUNDATION PLAN SCALE: I/8" = I' -O'1 Pjg EA11M _t7w NOTE: DE51ON OF COLUMN BASE 4 TOP TO BE ENGINEERED BY STEEL FRAME SUPPLIER. INSTALL PER MFR'S SPEGIFIGATIONS. #5 X 30' LONG ONE PIECE HAIRPIN REINFORCING - 15' EACH LEO, BEND AROUND ANCHOR BOLTS W/ 60 DEG. "V" BEND MARK TYPE: "A" "B" DEPTH ANCHOR BOLTS 1 MAIN 7'-O" 7'-O" 2'-0" 4 - 3/4" DIA. A307 X 18" + 6" HK. 2 GORNER 4'-0" 4'-0" 2'-0" 2 - 3/4" DIA. A50-1 X 18" + 6" HK. II ENDWALL 4'-0" 4'-0" 2'-0" 2 - 3/4" DIA. A507 X 18" + 6" HK. – – – – – – – ENDWALL 4'-0" 6'-0" 2'-0" 2 - 3/4" DIA. A507 X 18" + 6" HK. VERIFY GALC'S W/ PROVIDED SHOP DWG. REAGTION5 PERIMETER FOOTING SCHEDULE � NO SCALE: �-2 1 - SUPPORT COLUMN GONG. FILL I I GONG. SLAB NOTE: L - - - - - - J All DESIGN OF COLUMN BASE I TOP TO BE ENGINEERED BY STEEL "All FRAME SUPPLIER. INSTALL PER PLAN CR055 SECTION MFR'S 5PECIFICATION5. MARK "All BII CII REINFORCING ------ --------------------- 4'-0" 4'-0" 12" #5 REBAR AT 12" O.G. EACH WAY 1= --------- 11 ------ 11---------------- it 3'-0" 12" #5 REBAR AT 12" O.G. EACH WAY VERIFY GALC'5 W/ PROVIDED SHOP DWG. REACTIONS SPREAD FOOTING SCHEDULE 4 NO 5CALE: A-2 DESIGN OF COLUMN PRE-ENGINEERED B SUPPLIER, INSTALL I 6" F.6. INSULATION VINYL BACKING (R- 15B'-0" PE51 GN OF COLUMN BASE TO BE PRE-ENGINEERED BY STEEL BUILDING SUPPLIER, INSTALL PER MFR. SPEC'5 #5 X 30' LONG ONE PIECE HAIRPIN TO SE BENT AROUND ANCHOR BOLTS W/ 60 DEG. "V" BEND 6 X 6 NIA / VVI.4 WELDED WIRE MESH (INWM) SECTION 5 5r -,ALE: 3/8" = 1'-0" A-2 5PANLINE 36, 26 GAUGE ROOF PANEL. FASTEN TO MFR'5 5PEG'5 22'-0" TOP OF GOLUMN 24 GAUGE CAI. VALUME WALL "R" PANEL. FASTEN TO MFR'S SPEG'5 10'-O" TOP OF MA50NRY 5" X 16" DEEP K.O. BLOCK BOND BEAM Al 1-#5 BAR, TOP k BOT.- (2 TOTAL) CONT. HORIZ. REINF'G #5 BAR IN VERT. FILL CELL AT 8'-0" O.G., CORNERS, AND DOOR OPENIN65 - 8" CMU WALL PAINTED FINISH " DOWEL + 8" HOOK 25" MIN. LAP 1 GRADE 1� - 4 - 3/4" DIA. A. 5. X 18" W/ 6" HOOK, SEE FOOTING SCHEDULE #5 REBAR ® 12" O.C.E.W, A615-60 GD. 4" MIN. COVER 25-4- 2q._4.. ASSEMBLY NOTES 4" CONCRETE SLAB W/ 6 X 6, NIA/W1.4 W.W.M. ON 6 MIL. VAPOR BARRIER OVER TERMITE TREATED, GLEAN � GOMPAGTED FILL. GONGRETE SHALL HAVE A MINIMUM GOMFRE551VE STRENGTH OF 3000 P51 AT 2& DAY TEST. 2❑ 8" X 8" X 16" CMU WALL. BLOCK LAID IN RUNNING BOND, W/ TYPE M OR 5 MORTAR AND SMOOTH TOOLED JOINTS 3/4" EXTERIOR GEMENT 57UCG0 FINISH ON CMU. FINISH PER OWNER / CONTRACTOR. PROVIDE 8"H X 8"W BOND BEAM AT TOP G0UR5E W/ CONTINUOUS #5 REBAR. REINFORCE HORIZONTALLY W/ q GAUGE, LADDER TYPE REINFORCING STEEL AT I6" O.G. VERTICAL. VERTICAL FILL CELLS W/ #5 REBAR ® 60.G. CORNERS AND ALL MASONRY OPENINGS. PROVIDE #5 DOWEL5 INTO CONCRETE FOOTING W/ &" X qO DEG HOOK, 12" EMBED, WITH 25" LAP. PRE-ENGINEERED METAL BUILDING PACKAGE BY OWNER / CONTRACTOR. INTERIOR BUILD -OUT STRUCTURE, INCLUDING ALL 2ND FLOOR FRAMING, SUPPORT COLUMNS, BEAMS AND FLOOR JOISTS TO BE ENGINEERED AND PROVIDED BY METAL BUILDING MANUFACTURE. 7N 30'-2 1/2" 1 12'-a• 1 M-6 In' 111 rr_ .__ II II II II r-------T--------If - – – – – – – – – – – – – – – – – – – – – – -------- II --------II----------------- II II 1r��------ u II --------Ir-------------------- u ---------- ------ --------------------- r I/8" SYNTHETIC STUCCO II 0 c Q 1= --------- 11 ------ 11---------------- it I II II 4 II ------- a --- ---- -------------------- II Q Q 0 Ii------- 11 --- ---11----------------- II II IO II – – – – – – – II ---------ll----------------- - II – – – – – – – II ------------------------- 4'-91/1' 11 ------- �- ------- it------ f--------- i - - - - - - - II II II --------iI--------------- II II h II 11 It 11-------- II II --------11----------------- II JI II II -- — n - - - - - - - --------;f -------- --------- – II --------1=---------------- II II II fl�-7r---,I - - - - - - - --------It------- (V Cn 1l STUGGO, ARCH. - - - - - - - 11 ----------------- II -- -------------- II II 4 II u p it u II ml I �I 1 I I I I I 1 f --------------------------------------- - �11 REMOVE STAIR AND I HR. FIRE WALL I"" 00 2ND FLOOR FRAMING PLAN r2� P� SCALE: I/8" = 1'-0" it Iggq 4:.T1=VrNc. FNWINFFOIIJW ACFf)/.IATr­. P A - Al I T1JKc'.F CI ANF AQF' /nPYVIFJJT I AW AMM INTFR7NATInN AI TREATY PQnVIc,I/NJr, Yell MAY W]T MnnIFY "IPI 1/_ATF IN A1JY FnoM CGA1T i FACS I SAN r�IGToloi rrc ISI i.iu�l c io ISI cwor ♦��.i r5.-.-.�.....�r�r�..�� .T�...� ,-�- ..,� ..�� ._.. _.. _..- -. - __._ . _ _-- _.-. .... .-. .__-._-_l_-__.. .-.­-.. __ I - I — vv ­ vi -v ­vlii­_ -_ I -J - ✓It\ "I i - I— ­ ✓l rIMIAW IV Illy FVL l �lzml VF irm: L/WV. Q. z #5 BAR IN VERT. FILL CELL n r I/8" SYNTHETIC STUCCO REGULAR FAGS 0 c Q W H 5 co O 1/2" GYP. BD. ON 7/8" 25 GA METAL FURRING AT 16" O.G. Z v �Z AT 8'-0" O.G., CORNERS, AND Co W Z Q Q 0 N M 0 ARCHITECTURAL FIN15H 8" CMU O U. Z w > w � Z N WITH R-4 RIGID IN5UL BETWEEN O cr 0 0 Cn DOOR OPENINGS O 0 REGULAR FAGS 8" GMU I/8" SYNTHETIC- LL F— #5 BAR IN VRT. O 8" GMU WALL W/ PAINTED FINISH A LL (V Cn STUGGO, ARCH. ' FILL CELLFINISH 40" DOWEL + 5" HOOK 25" MIN. LAP A., 8" X 8" PREGA5T MASONRY A5 REQ'D - 3 ANCHORS PER ,; c HEADER W/ #5 REBAR. PROVIDE JAMB 6 X 6 W1.4 / W1.4 WELDED WIRE 8" BEARING EACH END ' MESH (WWM) SEALANT/ GALVANIZED MTL. DRIP W/ HMF FILLED WITH GROUT GRADE CONTINUOUS SEALANT INTERLOCK GONGRETE FOOTING AND - HOLLOW METAL FRAME EXTERIOR INTERIOR SLAB W/ #4 REBAR AT 48" O.G. PROVIDE 12" EA. LEO INTERIOR EXTERIOR ANCHOR BOLTS REQ'D (3) - #5 REBAR CONT. FOR DUAL LEAF DOORS ONLY SECTION 6 H.M. DOOR HEAD H.M. DOOR JAMB 8 SCALE: 3/8" = 1'-O" '°`-2 NO 56ALE: A-2 NO SCALE: A-2 1/4" STEEL CLIP TO BE FASTENED TO 5' GMU WITH HILT] KWIK-BOLT KB II, 5/8" X 4" OR - HILTI SLY. ANCHOR HX 1/2 X 2 1/4" FOR HOLLOW BLOCK. FIELD VERIFY 2" DIM. PRIOR TO FABR. \--.2'X HOLLOW METAL FRAME BEYOND 4' ACOUSTICAL GRID CEILING 1/2" GYPSUM BOARD W/ I" TYPE 5 BUGLE HEAD SUSPENDED FROM STRUCTURE -- METAL DOOR SGREWS AT 7" O.G. OVER 3 5/8", 20 GA. METAL ABOVE W/ #10 GALV. WIRE PER mrl 5TUD5 AT 24" OG Al 3", R-11 F.G. INSULATION MFR. INSTALLATION SPECIFICATIONS DRIP EDGE 2„ FASTEN STEEL FRAME TO 8" GMU WALL W/ 25 5A. TOP RUNNER PLATE ALUMINUM THRESHOLD ❑ (2) - 1/4" STEEL CLIPS AT 48" OG VERT. SET IN FULL BED SEALANT 3 5/8", 25 GA. METAL STUDS VERTICAL CONTROL JOINT / EXPAN51ON JOINT AT 24" O.G. W/ 1/2" GYP. BOARD LOCATED AT 50' 5TEEL FRAMING LOCATIONS. EA. SIDE (WALL 5TUD5 MAY BE PROVIDE #5 REBAR IN VERT. FILL GELL5. SEAL EXTENDED TO STRUGT. ABOVE FOR —� JOINT WITH BACKER ROD AND APPROVED RIGID SUPPORT) - SILICONE CAULK CONCRETE SLAB - PRE-ENGINEERED METAL BUILDING - 25 GA. BASE RUNNER ATTACHED TO V WALL COLUMN TO SLAB WITH "RED HEAD" SHOT EXT. DOOR SILL PINS AT 24" O.G. MIN. I" EMBED I 5" X 8" X 16" CONCRETE MA50NRY WALL W/ -'-� NO SCALE: A_2 #5 REBAR IN VERT. FILL CELLS AT &'O. AND '-�'- CONCRETE SLAB q GA. STD. LADDER TYPE HORIZONYAL JOINT REINFORCING AT Ib" OG SECTION q INT. WALL SECTION SCALE: 5/4" _ 1'-011 A-2 to ND SCALE: it Iggq 4:.T1=VrNc. FNWINFFOIIJW ACFf)/.IATr­. P A - Al I T1JKc'.F CI ANF AQF' /nPYVIFJJT I AW AMM INTFR7NATInN AI TREATY PQnVIc,I/NJr, Yell MAY W]T MnnIFY "IPI 1/_ATF IN A1JY FnoM CGA1T i FACS I SAN r�IGToloi rrc ISI i.iu�l c io ISI cwor ♦��.i r5.-.-.�.....�r�r�..�� .T�...� ,-�- ..,� ..�� ._.. _.. _..- -. - __._ . _ _-- _.-. .... .-. .__-._-_l_-__.. .-.­-.. __ I - I — vv ­ vi -v ­vlii­_ -_ I -J - ✓It\ "I i - I— ­ ✓l rIMIAW IV Illy FVL l �lzml VF irm: L/WV. Q. z O n r Q_ co) 0 c Q W H 5 co O 0 Z v �Z LLI Co W Z Q Q 0 N M 0 Z LLJ Z Q O U. Z w > w � Z N D Z g Q o O cr 0 0 Cn m _n ^^ VJ U H z Z o 0 Q tLL C o- z O L cr (d M v 0) �[ DATES 6 DEG qq DRAhNI J5 APPRO'NP.D, R5 5CALE: AS NOTED REVI51ON51 Z21 �10 JAN 2000 5E1�L>' SHEETS A-2 2 of 8 Pd z n Q_ 0 Z Q � J Q- c z LL w O cr 0 0 Cn H O 0 0 z LL F— O z w LL (V Cn DATES 6 DEG qq DRAhNI J5 APPRO'NP.D, R5 5CALE: AS NOTED REVI51ON51 Z21 �10 JAN 2000 5E1�L>' SHEETS A-2 2 of 8 Pd I? m 4 1ST FLOOR PLAN 1 NORTH 5GALE: I/8" = 1'-0" A-3 DOOR SCHEDULE Door No. Door Locotlon Door Mat. Door Width Door Height Door Thick. Door Style Frame Style Louvers/ Glass Notes Notes Drawing Ref. NI CMU/Point C/) Q w � Cl Log -in Ceiling Panel F2 Gar et � B2 Hood N2 Ogg. I- Entry 6 2 3- 0 7- 0 1 3/4 A 1 1/4" Tem.p. Gosketed Frame 2- Toilet HGN 3- 0 6- 8 1 3/8 B 3 None Pre -Hun 3- Office HGH 5-0 6- 8 1 3/8 B 3 None Pre -_Hun 4- Stairs - Bottom_SGH North Wall 3 - O b - 8 1 3/4 G 3 1/4" Temp. 1 1/2 Hr- B Label 5- Stairs - Exit HM 3 - O '7 - O 1 3/4 G 2 1/4" Temp. 1 1/2 Hr- B Label Vy2 W2 N2 W2 GI 8'-0" 102- F3 BI W2 6- Reception HGN 5-o 6 - 8 1 3/8 B 3 None Pre -Hun -f- Closet HCN 3 - O 6 - 8 I 3/8 ,jww 3 None 1 1/2 Hr- B Label 8- Closet HON 2- 6 6- 8 1 3/8 B 3 None Pre -Hun q- Reception HG 3 - O 6 - 8 1 3/8 B 3 None Pre -Hun 10- G m Area 5CH 5-0 6- 8 1 3/4 B 3 None Pre -Hun 108- F3 BI 1^12 H2 H2 N2 GI 8'-0" 109- II- Nomen's 5CH 3- 0 6- 8 1 3/4 B 3 None Pre -Hun 12- Men's 561 N 3- 0 6- 8 1 3/4 B 3 None Pre -Hun 13- Dressing Room HON 2 - O 6 - 8 1 3/8 B 3 None Pre -Hun 14- Shop HCH 3- 0 6- 8 1 3/8 B 3 None Pre -Hun 15- G m Area 56N 3- 0 6- 8 1 3/4 G 3 1/4" Temp. Pre-Hurqj 1^12 GI 205- F3 BI W2 W2 W2 W2 16- G m Exit HM (2)5 - 0 7- O 1 3/4 B I None Gosketed Frame 17- G m Exit HM (2)3 - O 7 - O 1 3/4 B I None Gasketed Frame 18- G m Exit HM T:2)5 - O 7- O 1 3/4 B I None Gasketed Frame Iq- G m Exit HM (2)3 - O 7 - O 1 3/4 B 1 None Gasketed Frame 20- Overhead OH 10 - O 10 - O - D - None - 21- Stairs - Top 5GN 3 - O 6 - 8 1 3/4 G 3 1/4" Tam.p. 1 1/2 Hr- B Label 22- Office HGW 3- O 6- 8 1 3/8 B 3 None Pre -Hun 23- Women's 5C V4 3- O 6- 8 1 3/4 B 3 None Pre -Hun 24- Men's 51"N 3-0 6- 8 1 3/4 B 3 None Pre -Hun 25- Mechanical 5GN 3- 0 6- 8 1 3/4 B 3 None Pre -Hun 26- Offlae HGH 5-0 6- 8 I 3/8 B 3 None Pre -Hun Material Abreviation5 MH = Meta l-Hollow,lnsulated HCA = Hollow Gore Hood 5CH = 5olld Gore Hood G = Glass Store Front WL. = Wood - Louvers OH = Over Head Roll -up, Metal 2" 1 2" 3'-0" 2" v 2 DOOR FRAME STYLES r5_-� 5GALE: 3/16" = 1'-0" A-3 FINISH SCHEDULE K, Floor Key Base Key Hall Key Gelling Key r FI Concrete ee) co BI Vin I NI CMU/Point C/) Q w � Cl Log -in Ceiling Panel F2 Gar et � B2 Hood N2 Ogg. Board/Paint G2 Structure/Paint F3 Vinyl Tile N w Q M Z O p 0 Z w Q 0 L (n Z O Z N Z W 1 wIr0 F - Room Number Floor Material Base Material North Wall East Nall South Nall Hest Nall Ceiling Finish Geiling Height m cV i 0 101- F2 52 Vy2 W2 N2 W2 GI 8'-0" 102- F3 BI W2 W2 N2 A2 GI 8'-0" 103- F2 BI N2 W2 N2 W2 GI 8'-0" 104- F2 BI N2 N2 N2 N2 GI 8'-0" 105- F2 BI W2 N2 N2 N2 GI 8'-0" 106- F2 BI W2 N2 W2 N2 GI 8'-O" 107- F3 BI N2 N2 1^12 H2 GI 8'-O" 108- F3 BI 1^12 H2 H2 N2 GI 8'-0" 109- FI BI H2 N2 N2 H2 G2 22'-0" 0 _j 201- FI BI H2 N2 W2 N2 GI 8'-0" 202- F2 BI N2 N2 N2 N2 GI 8'-0" 203- F2 B2 W2 H2 W2 N2 GI 204- F3 BI W2 H2 N2 1^12 GI 205- F3 BI W2 W2 W2 W2 GI s1MT, 206- FI BI N2 N2 W2 N2 - 207- F2 BI A2 N2 W2 H2 GI "*NOTE" OWNER / CONTRACTOR MAY ADJUST THE FINISH SCHEDULE AS REQUIRED 0 C DOOR STYLES 4 5GALE: 3/16" = 1'-0" A-3 4'-0" 0 0 4'-O" x 4'-0" 4'-0" x 5'-0" FIXED 6LA55 FIXED 6LA55 iK 5LIDER I I 0 O WINDOW PROFILES 5GALE: 3116" = I' -O" A-3 . • KULL-U?', hitAVT UU IT U I ILI IT I Tr't D 12-0° s -o" 4 SIN a r FIXED 6LA55 (V 0 f O 11 FI ED. 6LA55 AREMOVE STAIR AND I HR, FIRE WALL 2ND FLOOR PLAN 2 5GALE: 1/8" = I' -O" A_3 ASSEMBLY NOTES 2ND STORY RE5TROOMS HANDICAP ACCESS. NOT REQUIRED I❑ PRE-ENGINEERED METAL BUILDING BY OWNER / CONTRACTOR INTERIOR PARTITION WALL W/ 3 5/8", 20 GA. MTL. STUDS AT 16" O.G. N/ 1/2" GYPSUM BOARD EAGH SIDE. INTERIOR PLUMBING AND STRUCTURAL WALL H/ 6", 20 GA MTL. STUDS AT 16" O.G N/ 1/2" GYPSUM BOARD EACH SIDE. I EXTERIOR 8" CONCRETE MA50NRY BLOCK HALL W/ PAINTED FINISH SEE STRUCTURAL ENGINEER DRAHING5 FOR NALL DESIGN. STYLE AND COLOR BY OWNER / CONTRACTOR. f �. 1 MEN'S AND WOMEN'S RE5TROOM5 TO HAVE SINK, TOILET AND URINAL A5 SHOHN, ALL RESTROOM �J ACCESSORIES INCLUDING TOILET PAPER DISPENSER, 50AP DISPENSER, ETC. BY OWNER / CONTRACTOR. K PRE-ENGINEERED METAL STAIR UNIT BY OWNER / CONTRACTOR. DENOTES STRUCTURAL STEEL COLUMN. SEE FLOOR FRAMING PLAN FOR LOCATION. ALL STRUCTURAL ENGINEERING BY PRE-ENGINEERED METAL BUILDING MANUFACTURE. ® DENOTES VERTICAL FILL CELL KITH #5 REBAR IN 3000 PSI GROUT. I �,� 8" DIA. X i2" STEEL BOLLARD 24" DIRECT BURIAL INTO 12" DIA. CONCRETE FOOTING. ALLOW I q I TOP 48" TO BE EXPOSED ABOVE GRADE. 10 ALUMINUM DOOR AND WINDOW ASSEMBLY. THE DOOR AND NINDON A55EM5LY AND CONNECTION DETAILS SHALL BE DESIGNED FOR 100 MPH WIND LOADS, WITH FLORIDA REGISTERED STRUCTURAL ENGINEER 51ON AND SEAL. PROVIDE INSULATED, BRONZE REFLECTIVE TINT GLAZING. II ALL EXTERIOR DOORS SHALL BE RATED AND INSTALLED TO WITHSTAND 100 MPH WIND LOADS. GARAGE/OVERHEAD DOORS SHALL BE CAPABLE OF WITH5TANDING P051TIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY 5BG 1606. EACH A55EMBLY SHALL BE TESTED FOR A TIME PERIOD EQUAL TO THE QUANTITY 3600/V, WHERE THE TIME PERIOD 15 IN SECONDS AND V 15 IN MILES PER HOUR, TAKEN FROM FIGURE 1606. THE TIME PERIOD SHALL INCLUDE A 10 SECOND PERIOD AT A LOAD EQUAL TO 1.5 TIMES THE DE51ON PRE55URE. (55G 1707.4) OE51ON HIND PRE55URE = 30.6 PSF 12 PRE-ENGINEERED FRONT ENTRY MANSARD CANOPY TO BE DESIGNED BY METAL BUILDING MANUFACTURE. 13 7' BASE COUNTER KITH DOUBLE BOWL, 5TAINLE55 STEEL SINK. SEE PLUMBING FIXTURE SCHEDULE. © Ig4-1 STEVENS, EN6INEERIN6 ASSOCIATES P.A. - ALL RI&HT5 RESERVED. THESE PLANS ARE PROTECTED BY UNITED STATES GOPYRI644T LAW AND INTERNATIONAL TREATY PROVISIONS. YOU MAY NOT MODIFY, DUPLICATE IN ANY FORM, RENT, LEASE, LOAN, DISTRIBUTE IN WHOLE OR IN PART. ANY REPRODUCTION OR MODIFIGATION TO THESE PLANS WITHOUT THE EXPRESS WRITTEN CONSENT OF 5TEVEN5 ENOINEERIN5 ASSOCIATES P.A. 15 STRICTLY PROHISITE17 AND WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. d 113� o CV) r ,�. ee) co 0 C C/) Q w � � � g W M _Z aQ N w Q M Z O p 0 Z w Q 0 L (n Z O Z N Z W 1 wIr0 F - co co m cV i 0 N Q z b 6 �jL z s 0 LCr m� Z Y Z n Ir 0 0 0 Cl) Z w N J Z 15 W CL 0 0 _j C/) F0 �z DATE, 6 DEC qq DRAMI JS APPROVMi R5 5GALE, A5 NOTED REV1510r151. A10 JAN 2000 51EAL� �1 s1MT, A-3 3 of 8 P SCALE: 1/8" = 1'-0" �_4 LJ p El L4j--t -------------------------------------------------------------------------------------- q ao 00 EAST ELEVATION 2 5GALE: V5" = 1'-0" A-4 m---- ------------- ---------------------------------------- ----------------------- p� ❑ SOUTH ELEVATION r5 5GALE: 1/8" = I' -O" �-4 NORTH ELEVATION 4 SCALE: 1/8" = I' -D" A-4 ASSEMBLY NOTES I❑ PRE-ENGINEERED METAL BUILDING BY OWNER / CONTRACTOR. EXTERIOR 8" CONCRETE MASONRY BLOCK WALL A/ PAINTED FINISH. SEE 5TRUG7URAL ENGINEER DRAWINGS FOR HALL DESIGN. STYLE AND COLOR BY OWNER / CONTRACTOR. ] PRE-ENGINEERED FRONT ENTRY MANSARD CANOPY TO BE DE51ONE0 BY METAL BUILDING MANUFACTURE. U ALUMINUM DOOR AND WINDOW ASSEMBLY. THE DOOR AND WINDOW A55EMBLY AND CONNECTION DETAILS SHALL BE DESIGNED FOR 100 MPH WIND LOADS, WITH FLORIDA RE615TERED STRUCTURAL ENGINEER 51ON AND SEAL. PROVIDE INSULATED, BRONZE REFLECTIVE TINT GLAZING. ALL EXTERIOR DOORS SHALL BE RATED AND INSTALLED TO WITHSTAND 100 MPH WIND LOADS. GARAGE/OVERHEAD DOORS SHALL BE CAPABLE OF WITH5TANDIN6 POSITIVE AND NEGATIVE AND PRESSURES AS DETERMINED BY 55G 1606. EACH ASSEMBLY SHALL BE TESTED FOR A TIME PERIOD EQUAL TO THE QUANTITY 3600/\/, WHERE THE TIME PERIOD 15 IN SECONDS AND V 15 IN MILES PER HOUR, TAKEN FROM FIGURE 1606. THE TIME PERIOD SHALL INCLUDE A 10 SECOND PERIOD AT A LOAD EQUAL TO 1.5 TIMES THE DESIGN PRESSURE. (SBC 1701.4) DESIGN WIND PRESSURE = 30.6 P5F i RISE r TREAD - f -J 1-1/2" O.D. ALUM. HANDRAIL p SET AT 36" ABOVE TREAD F_ n I r 4 r_� ry / r -J w r_J r J J PRE-ENGINEERED STAIR 4 r _ TREADS TO BE 2" DEEP o �_J STEEL CHANNEL FILLED r - J N/ CONCRETE — LOADING CRITERIA: 100 SF LIVE L - 3'-0" I'-10" 13'-01" 4'-0" STAIR PROFILE 8 5GALE: 1/4" = 1'-0" A-4 FINISH CLEAR BACK WALL 54" MIN. 12" 42" MIN. /,-TOILET PAPER X - Q � 7'-6" FINISH CLEAR SIDE WALL TYPICAL HC RESTROOM ELEVATIONS 5GALE: 3/8" = I' -O" 3'-O" - - - N/. APPROVED LEVER 1ST FLOOR HC RESTROOM 5GALE: 3/8" = I' -O" 17" MIN. X . x . 17TI8.. 6" V) KNEE CLEAR. is I 1 1/2" D.D. ALUMINUM 6061 / 6063 PIPE SUPPORTED ON WAGNER, CAST HANDRAIL WALL BRACKETS AT 2a" O.G. - — WAGNER, GAST HANDRAIL BRACKET 7'-6" FINISH CLEAR HANDRAIL DETAIL SIDE WALL NO 5GALE: STAIR SPECS STAIR WIDTH 4.5 INCHES RISER HEIGHT 7 INCHES TREAD DEPTH 11 INCHES NOSING I INCH HEIGHT BTW 10'-0" LANDINGS DRINKING FTN. b O AI 5TAIR AND HANDRAIL DETAILS © Ig4q STEVENS ENGINEERING ASSOCIATES Q.A. - ALL R1644T5 RESERVED, THESE PLANS ARE PROTECTED 5Y UNITED STATES COPYRIGHT LAW AND INTERNATIONAL TREATY PROVISIONS. YOU MAY NOT MODIFY, DUF LIGATE IN ANT FOKM, KrNI, Lr^t=, Lunn, 1lI51KIr)UI= IN MHUL= VK IN 1'AKI. ANT KLt KU[JULI IVN UK MVVIrIVAIIVI•( IU IM= rLArvC> w IMVUI IHM "KI I ILN Vr 71CVCN7 DRINKING FOUNTAIN DETAIL 5GALE: 3/8" = I'-0" _I d a. NOTE: 101" MAX EQUIPMENT PERMITTED Iq" MAX —yam AGGE551BLE z � (v) (0 O W IN SHADED AREA DRINKING FTN. W ACCESSIBLE RESTROOM LAYOUTS Q `n oC GOMPLYING WITH THE REQUIREMENTS OF THE FLORIDA v r------ ----I Q ar ACCE551BILT1' CODE FOR BUILDING CONSTRUCTION AND < z I mTHE < ADA GUIDELINES FOR NEW CONSTRUCTION z Q O o V 0 KNEE - p I I O U- A55UMFTIONS: CLEARANCE m n L ' z cv (7)g ►` > F I - HANDICAP NATER GL05ET DEPTH 15 30 INCHES, or_ o - FLOOR MOUNTED. r- 2. LAVATORY DEPTH 15 I?" W/ 8" KNEE CLEARANCE 8" MIN 6" MAX 48" MIN (V PER FAGBG 4.101.2 i ``F^ V/ Q� 3. TOILET STALL DOOR GOMPLIE5 KITH FACBC 4.22.2 Z 4 AGGE551BIL7Y TO TOILET ROOM 15 IN COMPLIANCE WITH FACBG 4.13.8, FIGURE 25. 510E PROFILE FLOOR PLAN © Ig4q STEVENS ENGINEERING ASSOCIATES Q.A. - ALL R1644T5 RESERVED, THESE PLANS ARE PROTECTED 5Y UNITED STATES COPYRIGHT LAW AND INTERNATIONAL TREATY PROVISIONS. YOU MAY NOT MODIFY, DUF LIGATE IN ANT FOKM, KrNI, Lr^t=, Lunn, 1lI51KIr)UI= IN MHUL= VK IN 1'AKI. ANT KLt KU[JULI IVN UK MVVIrIVAIIVI•( IU IM= rLArvC> w IMVUI IHM "KI I ILN Vr 71CVCN7 DRINKING FOUNTAIN DETAIL 5GALE: 3/8" = I'-0" _I d a. O r � (v) (0 O W N M cy W Q v Z LIJ ch < 00N w < co Z O o (5 0 Fr O W U- � z o Z NZ w (7)g > F or_ o m (V i ``F^ V/ Q� Z Z ocr �s �z < Y m J_ Q H w D U cl) \ Z cl) 0 F— D > W J = w CU Z C/) o w �_F_ 5 O m Z DATEm 6 DEC, qq DRAW J5 APPRO'VMI R5 SCAL.Es A5 NOTED Fevi510K5, /�10 JAN 2000 51FP L9 UZ %lmn A-4 4 op 8 A M -r r-1 e% e% m I, A r r% 11 A 1 11,0% A t .. MI A! I SCALE: 1/8" = 1'-0" MECHANICAL NOTES I. TH15 MECHANICAL PLAN 15 INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER. THE DETAILS OF THE MEGHANIGAL SYSTEM SHALL BE DETERMINED BY A MECHANICAL CONTRACTOR LICENSED ACCORDING TO CHAPTER 481 OF FLORIDA STATUTES AND THE LOCAL BUILDING DEPARTMENT. TH15 DE5ICGN 15 ALLOWED BY CHAPTER 471 FOR 5Y5TEM5 NOT TO EXCEED 15 TONS OR 100 PERSONS OR LE55. 2. PRIOR TO START OF GON5TRUGTION, CONTRACTOR SHALL VERIFY AND COORDINATE ALL BUILDING CONDITIONS, DIMEN51ON5 AND LOCATIONS OF UTILITIES IN FIELD. THESE ARE CONCEPTUAL DRAWINGS. REPORT ANY D15GEPANGIES TO THE ARGHITEGT/ENGINEER. ALL GHANOF-5 TO BE MADE IN WRITING. 3. DUGTHORK AND DIFFUSER LOCATIONS AND GLEARANGE5 5HALL BE COORDINATED WITH ARCHITECTURAL, PLUMBING, ELECTRICAL AND SYSTEMS TRAOE5 TO FIT 5PAGE5 PROVIDED, OUGTWORK GRO55 5EGTIONAL AREAS MAY NOT BE REDUCED. 4. COORDINATE DIFFU5ER5 AND REC715TER LOGATION5 WITH ELECTRIGAL LIGHTING LAY -OUT AND ARGHITFGTURAL REFLEGTEO GEILING PLANS. 5. MANUFAGTURER'S NAMES AND MODEL NO. LISTED IN THE SPECIFICATIONS OR ON THE 5HEDULES ARE FOR THE PURPOSE OF ESTABLISHING A QUALITY OF MANUFACTURER OR A SPECIFIC, DE5ICVN GONFIGURATION. EQUAL PRODUGTS, AS APPROVED BY THE ARGHITEGT / ENGINEER, WILL. BE AGGEPTABLE FROM OTHER MANUFACTURERS. 6. REVIEH DRAHIN65 AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE 5Y5TEM, INCLUDING ALL INCIDENTALS, REQUIRED BY CODE A6ENCIE5 AND LOCAL GOVERNING BODIES. -I. ALL A/C OUGTWORK TO BE CONSTRUCTED WITH 1-1/2" R1610 FIBERGLASS BOARD, TYPE II FAGIN6, F5K (FOIL-5GRIM-KRAFT) U51NO ADHESIVE FABRIC AND MASTIC AT ALL JOINTS AND GONNEGTION5. ALL DUCTWORK SHALL HAVE A MIN R-6 INSULATION VALUE. ALL DUCT SIZES 5HOAN ARE IN51DE CLEAR DIMENSIONS. OFFSETS IN DUCTS AND PIPING, DIVIDED DUCTS, AND TRAN5ITION5 AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL G05T TO THE OWNER. 8• ALL RIGID FIBEROLA55 DUGTBOARD AND FLEXIBLE DUGTAORK PER A5TM A5TM G-1136, AND NFPA c[OA AND qOB COMBUSTIBILITY q. ALL DRAIN, CONDENSATE AND REFRIGERANT COPPER PIPING ABOVE GRADE TO BE INSULATED WITH I" WALL ARMAFLEX TO ELIMINATE GONDEN5ATE DRIPPING FROM PIPING. 10. LOGATE THERMOSTATS 5'-0" OR A5 DIRECTED, ABOVE FINISHED FLOOR ELEVATION, THERMOSTATS SHALL BE STANDARD ELECTRIC 5UB13ASE TYPE FOR MANUAL SELECTION OF HEATING OR GOOLING AND MANUAL FAN -OFF -AUTO SELECTOR 5AITGH. LOCATE THERMOSTAT NEAR RETURN AIR DUCT. 11. AIR HANDLER UNITS TO BE SUSPENDED FROM ROOF STRUCTURE A5 DETAILED. ALL OTHER EQUIPMENT, DUGTHORK, FTG. SHALL BE SUPPORTED FROM STRUGTURAL MEMBERS AS REQUIRED TO PROVIDE A VIBRATION FREE RIGID INSTALLATION. 12. PROVIDE AUXILIARY DRAIN PAN HITH M015TURE 5EN50R GUT -OFF 5WIT6H OR EXTEND DRAIN PORT TO ENTRANCE DOOR THAT WILL BE VISIBLE IF CONDENSATE DRAIN5 FROM AUXILIARY PAN. 13. PROVIDE 3/4" PVC, CONDENSATE LINE TO EXTERIOR PLANTING BED OR DRYWELL. ALL PIPING BELOW GRADE TO BE 2" 5CH. 40 PVG. 14. EXHAUST FANS AND PLUMBING VENTS 5HALL BE LOGATED A MINIMUM OF 10 FEET FROM ALL FRE5H-AIR INTAKES. 15. PROVIDE 130 TEMPERATURE SHUT DOAN 5WITGH IN RETURN AIR DUGTHORK INSTALLED UP STREAM OF COIL, FIRE5TAT PFR SMG 514, 103.2 MECHANICAL LEGEND MK DESCRIPTION T O HALL MOUNTED A.G. THERMOSTAT, WHITE RODGER5 444, EF --3 STANDARD MERCURY TYPE, MOUNTED AT 5'-0" A.F.F. EF. -4 SUPPLY AIR DIFFU5)R5 TO BE 24 X 24 METAL AIRE - EF -5 SERIES 7000, PERFORATED 1705 -AB -6 OR 51MILAR RETURN AIR DIFFUSERS TO BE 24 X 24 METAL AIRE - ® SERIES 7000, PERFORATED PG5--A5-1 OR 51MILAR ® CEILING MOUNTED EXHAUST FAN, DUCT TO EXTERIOR AHU-1/GU-1 HALL GAP, SEE EXHAUST FAN SCHEDULE AHU-2/GU--2 SUPPLY AIR DUGT TO BE CONSTRUCTED H/ 1 1/2" RIGID (F.G) AHU-5/CU-5 FIBERGLASS DUCTBOARD, WITH FABRIC 4 MASTIC JOINTS, IIII MIN. R-6 IN5UL. VALUE AHU- 41r,U-4 RETURN AIR DUCT TO BE CONSTRUCTED W/ 1 1/2" RIGID F.G. AHU-5/GU-5 DUGTBOARD, WITH FAB. / MASTIC JOINTS, MIN. R-(5)N5UL. AHU-6/GU-6 FIRESTAT OR SMOKE DETEGTOR TO BE LOCATED IN RETURN OF ALL UNIT5, PER LOCAL CODE FLEXIBLE SUPPLY AIR DUCT FROM RIGID DUCTWORK TO SUPPLY AIR DIFFUSER, ATTACH H/ NYLON TIES, MIN R-6 IN5UL. 10.0 EER (MIN) FLEXIBLE RETURN AIR DUGT FROM RIGID DUGTWORK TO ------ RETURN DIFFUSER, ATTACH H/ NYLON TIES, MIN R-6 IN5UL. FLEXIBLE EXHAUST AIR DUCT FROM EXHAUST FAN TO 'T EXTERIOR WALL GAP 48"X48" WALL MOUNTED VENTILATOR, VARIABLE SPEED MOUNTED 4' ABOVE FINISH FLOOR EP MECHANICAL EQUIPMENT SCHEDULE EF -1 CEILING MOUNTED EXHAUST FAN - 180 GFM WITH EF -2 EXTERIOR HALL GAP EF --3 GEILING MOUNTED EXHAUST FAN - qO GFM WITH EF. -4 EXTERIOR HALL GAP EF -5 48" BELT DRIVEN WALL PROPELLAR FAN. 16,000 GFM 0 .0125" 5P, I HP - 230V - 51NOLE PHASE W GOMBIN- EF-6 ATION GRAVITY SHUTTER LOUVER5 AND FAN GUARD cm �pp ASSEMBLY AHU-1/GU-1 NOMINAL 5 TON - SPLIT SYSTEM WITH 2000 GFM AHU-2/GU--2 /'SIR HANDLER AHU-5/CU-5 10.0 KW HEAT COIL - 240V - 3 PHASE Q 0 5 TON GONDENSOR UNIT - 240V - 3 PHASE AHU- 41r,U-4 10.0 EER (MIN) AHU-5/GU-5 NOMINAL 4 TON - SPLIT SYSTEM HITH 1600 GFM AHU-6/GU-6 AIR HANDLER -1.5 KA HEAT COIL - 240V - SINGLE PHASE 4 TON CONDENSOR UNIT - 240V - 3 PHASE 10.0 EER (MIN) SUPPLY AIR DUCT 1 1/2" RIGID FIBER - CLASS R-6 MIN. FLEX DUCT R-6 MIN, 2" 5TL. CHANNEL SUPPORT / H/ #10 GALV. HIRE TO STRUGT. ABOVE AT 4' O.G MIN, TYPICAL FOR SUPPLY AND RETURN AIR DUCT WORK. AIR DUCT/DIFFUSER DETAIL NO SGALE: RETURN -AIR PLENNUM TO BE 1 1/2" FIBERGLASS DUGTBOARD H/ FABRIC, / MASTIC,JOINT5 OR 26 GA. GALV. 5HEETMETAL BOX I � I � l FIRE5TAT OR SMOKE DETECTOR I'�? A5 REQUIRED BY LOCAL JURISDICTION RETURN -AIR DUCTWORK SEE PLAN FOR LOCATION 51ZE 3" X 1/6" GHANNEL SUPPORTS WITH 1/2" THREADED RODS TO 5TRUGTURE ABOVE, PROVIDE AUXILIARY TOP ATTACHMENT STEEL HHERE REQUIRED TO SPAN ROOF PURLIN5 AIR HANDLER DETAIL 5 NO SCALE: A-5 GAP GAP CONVEN50K UNIT NO.5 CONVEN50K UNIT NOb 2ND FLOOR MECHANICAL PLAN SCALE: 1/8" = 1'-0" ATTACH FLEX DUCT TO RIGID FIBERGLA55 H/ 6LA55 FABRIC AND MASTIC ADHESIVE 2", 30 GA, MTL. SUPPORT STRAP H/ #10 GAL\/. HIRE TO STRUCTURE ABOVE AT 4' O.G. MIN. OPPOSED BLADE DAMPER ATTACH FLEX DUCT TO DIFFUSER WITH GLA55 FABRIC AND MASTIC ADHESIVE 24" X 24" SUPPLY AIR DIFFUSER 24" X 48" LAY -IN ACOUSTICAL CEILING AIR HANDLER UNIT HORIZONTAL APPLICATION 5 TON A/G H/ 10 KH ELEG. HEAT 24" X 24" RIGID FILTER FRAME H/ REMOVABLE FILTER MEDIA — REFRIGERANT LINES, HANG t i I FROM STRUCTURE ABOVE it II 3/4" PVC CONDENSATE LINE H/ P -TRAP AND GLEAN -OUT. ROUTE TO NEAREST EXTERIOR 7,4 ,1 PLANTING BED OR DRY -HELL, TRAN5ITION SUPPLY -AIR DUGT AUXILIARY GALV. DRAIN PAN, 2" DEEP AND 2" LARGER THAN UNIT ON ALL SIDES, EQUIPPED HITH MOISTURE SENSOR TO STOP FAN AND GONDEN5OR IF HATER 15 PRESENT. © I0199 STEVENS ENOINEERINO ASSOCIATES P.A. - ALL RIGHTS RESERVED. THESE PLANS ARE PROTECTED BY UNITED STATES COPYRIGHT LAW AND INTERNATIONAL TREATY PROVISIONS. YOU MAY NOT MODIFY, DUPLICATE IN ANY FORM, RENT, LEASE, LOAN, 015TR15UTE IN WHOLE OR IN PART. ANY REPROUWTION OR MODIFICATION TO THESE PLANS WITHOUT THE EXPRE55 HRITTEN CONSENT OF 5TEVEN5 ENGINEERING ASSOCIATES P.A. 15 STRICTLY PROHIBITED AND WILL BE PRO EGUTED TO THE FULLEST EXTENT OF THE LAN. AIR HANDLER VALL GAP BALL GAP .-S9 �- 3/4" PVC TRAP AND GLEAN -OUT �AUXILARY DRAIN PAN H/ MOISTURE SENSOR GUT -OFF SWITCH DRAIN PAN DRAIN, VALVE BY MEGH GONTRAGTOR ,CONDENSATE DETAIL 4 NO SGALE: �_5 TRAN51TION SUPPLY -AIR DUCT, SEE PLAN FOR 51 ZI NG TRAN51TION RETURN -AIR DUGT, SEE PLAN FOR SIZING 220\/ - DISCONNECT SIZE PER MFR. ELEG. 5PEG'5 AIR HANDLER UNIT RHEEM, 3 TON - 103 SEER (MIN) RHOA15 - 1200 GFM GONDEN50R UNIT 05(2 -JAZ - HEAT PUMP 3/4" PVC, CONDENSATE H/ — P -TRAP TO PLANTIN6 BED RETURN AIR PLENNUM / PLATFORM: 3/4" PLYHooD H/ 2 X 4 HOOD FRAME, LINED W 1 1/2" F.G. DUCT ORD. OR GONSTRUGT PLATFORM OUT OF NON-COM505TIBLE, METAL FRAME WITH MTL. 510E / TOP. FIRE5TAT OR SMOKE DETECTOR --/ AS REQUIRED BY LOCAL JURI5DIGTION 20" X 20" FILTER WITH FRAME AIR HANDLER DETAIL NO SGALE: J PATEi 6 DEG qq PRAMINt 1.15 AFTROYMa RS SCALAS ED 10 fh r � Q M W t cm �pp � v Z tl� cY7 c W Z (u Q 0 N M ®_ 0 LL co Z w w g N 0) Cj 0 PATEi 6 DEG qq PRAMINt 1.15 AFTROYMa RS SCALAS ED y PATEi 6 DEG qq PRAMINt 1.15 AFTROYMa RS SCALAS ED co 1ST, FLOOR PLUMBING PLAN 5GALE: 1/85" = 1'-0" PLUMBING NOTES I. THIS PLUMBING PLAN 15 INTENDED TO INDICATE THE REQUIREMENTS OF THE OWNER. THE DETAILS OF THE PLUMBING SYSTEM SHALL BE DETERMINED BY A PLUMBING CONTRACTOR LICENSED ACCORDING TO CHAPTER 4811 OF FLORIDA STATUTES AND THE LOCAL BUILDING DEPARTMENT. THIS DESIGN 15 ALLOWED BY CHAPTER 471 FOR PLUMBING SYSTEMS HAVING FEWER THAN 250 FIXTURE UNITS, OR IF THE SYSTEM 15 TO ACCOMMODATE 100 OR FEWER PERSONS. 2• PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY AND COORDINATE ALL BUILDING CONDITIONS, DIMENSIONS AND LOCATIONS OF UTILITIES IN FIELD. THESE ARE CONCEPTUAL DRAWINGS, REPORT ANY DISGEPANGIE5 TO THE ARGHITEGT/EN6INEER. ALL CHANGES TO BE MADE IN WRITING. 3_ INSTALL ALL WATER, WASTE AND VENT PIPING IN ACCORDANCE WITH ALL APPLICABLE CODES, REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE SYSTEM, INCLUDING ALL INCIDENTALS, REQUIRED BY CODE AGENCIES AND LOCAL GOVERNING BODIES. 4• PLUMBING LOCATIONS AND CLEARANCES SHALL BE COORDINATED WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND SYSTEMS TRADES TO FIT SPACES PROVIDED. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED, 5. MANUFACTURER'S NAMES AND MODEL NO. LISTED IN THE SPECIFICATIONS OR ON THE 5HEOULE5 ARE FOR THE PURP05E OF ESTABLISHING A QUALITY OF MANUFACTURER OR A SPECIFIC DESIGN CONFIGURATION. EQUAL PRODUCTS, AS APPROVED BY THE ARCHITECT / ENGINEER, WILL BE ACCEPTABLE FROM OTHER MANUFACTURERS. 6. ALL HANDICAP FIXTURES SHALL BE MOUNTED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITY ACT (ADA) AND THE GUIDELINES SET FORTH BY THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (FAGBG). T, INSULATE ALL EXPOSED HOT WATER PIPING AND ALL HOT WATER PIPING BELOW HANDICAP LAVATORIES. 8 ALL PIPING SHALL BE CONGEALED WITHIN THE CEILING SPACE, WALLS, AND CHASES AS SHOWN ON PLANS. g• ALL EXPOSED PIPING AT PLUMBING FIXTURES SHALL BE CHROME PLATED BRA55 WITH ESCUTCHEON PLATE5 AT THE WALL, FLOOR OR CEILING PENETRATIONS. PROVIDE SHUT OFF VALVE, 3/8" AT ALL LAV, SINKS, AND WATER CLOSETS. 10. CONTRACTOR SHALL FURNI5H AND INSTALL WATER SHOCK ARRESTORS A5 REQUIRED EQUAL TO ZURN 5HOKTROL, INSTALLED PER MFR'S SPECIFICATIONS. 11. ALL WATER PIPING SHALL BE SLOPED To DRAIN, AND SOIL, WASTE, AND VENT PIPING SHALL BE SLOPED I/4" PER FOOT MINIMUM. 12• PROVIDE DIELECTRIC UNIONS AT ALL CONNEGIONS OF DISSIMILAR METALS. 13. PROVIDE I" RPZ BAGKFLOW PREVENTER AT WATER SUPPLY CONNECTION POINT. PROVIDE SUPPLY WATER SHUT-OFF VALVE AT BUILDING LOCATION. LOCATION DIAGRAM WITH 5Y5TEM DETAILS TO BE PROVIDED BY CIVIL ENGINEER OF RECORD. JIL5', vim 3° ~1 1/2" 1 1/2" i i DF 11/411 `_ I/2 i SINK i i i i 31 5" VTR SINK i i I ' 1 1/2° i 1 1/21 I JAL i SNK `A r i I i 5NK I i . I 1 1/2NCO " ' I I I I 1 1/2" i LAV i t 1/2 i 1 1/2" i 5" I I/2 " i 1 1/2" DF I URNL L i I LAV WG 311 I 1 I 31 i 411 i 311 WG Oil 1 1/2" GD 1 1/2"/2 411 4" 4" 411 SOIL RISER DIAGRAM 4" 3" 4" 411 1/2" DF HB� 3/4" ~ V P�LV2" SUppLY 5NK SINK HB WG 111 3/411 WG ,.`` 1211=� I WG , " LAYII , LAY `RNL 2.1 T 1 DF�`--� II/2" 1/211 SINK 5/411 1/211 �-"J- SINK 3/411 1 HB 1/2 _- WG 3/411 WATER RISER DIAGRAM I/2'�HB� �~ 1989 STEVENS ENOINEERINO A5506IATE5 P.A. - ALL RIOHTS RESERVED. THESE PLANS ARE PROTECTED EST UNITEv WAlta GUt T ILIM "MIN MW Ir/1G7141MIM nl. II�n1 I F-1✓1— — 1-1.1 1 v, I_..., --. __I __. ._._... GO WARE SERVICE 2ND FLOOR PLUMBING PLAN 5GALE: I/81' = 1'-0" 5EWER LINE ---- GOLD WATER PIPING -------- HOT WATER PIPING (110") ---�}— GATE VALVE CLEANOUT (GO) VTR VENT THRU ROOF AFF ABOVE FINISH FLOOR t HB WALL HYDRANT AT 12' A.F.F. WATER HEATER DETAIL NO SCALE: A-6 MK FIXTURE QUANT. MFR. / MODEL GOMMENTS N HANDICAP 4 BRIGGS / 4240 WHITE VITREOUS CHINA, FAGBG •� w W WATER CLOSET COMPLIANT ©HANDICAP LLJ 4 BRI665 / 6630 WHITE VITREOUS CHINA W/ DELTA 523 co LAVATORY ..3 0 M ❑ SINGLE HANDLE, FAGBG COMPLIANT G� WATER CLOSET 5 BRIG65 / 4200 WHITE VITREOUS CHINA �F/-� v) ELONGATED JET p� LAVATORY I BRI665 / 6601 WHITE VITREOUS CHINA W/ DELTA 2511 FAUCET URINAL 1 BRIGGS /'7550 WALL MOUNTED, WHITE VITREOUS CHINA W/ SLOAN 180 FLUSH VALVE HANDICAP DRINKING I OA515 / P8AM5L SPLIT LEVEL - BARRIER FREE FOUNTAIN WALL HUNG, STD. FIN15H TYPE HANDICAP DRINKING I OA515 / PgAM BARRIER FREE FOUNTAIN WALL HUNG, 5TD. FIN15H TYPE HOT` WATER HEATER I RHEEM / 40 GAL. PROVIDE ELECTRIC DISCONNECT 6ALV. OR PLASTIC, AUXILIARY DRIP PAN 22 6A 5TAINLF-55 STEEL W/ DELTA 2102 J� DOUBLE BOWL SINK I DAYTON / ELKAY FAUCET UTILITY SINK I BY CONTRACTOR FIBERGLASS FLOOR MTD W/ DELTA 21"745HP W/ RP15011 FAUCET -o M1`1nIF1.-.ATlnu rn Tur-c,F n1 auc, WITWNrr TUF Fx1F22r--,S waITTFN e-t1NciFNT OF STI VE EN6INEEMNO ASSOCIATES P.A. IS STRICTLY PROHIBITED AND WILL BE PR05EEG 0 TO TFE FULLEST EXTENT OF THE LAW. a. 0 N rr^^ vJ 1 Vr� V�/I� co •� w W QD I 04 14 Z LLJ ce) Q co W Z ..3 0 M ❑ Z w g LL W w Z it o 0 in 0 �F/-� v) z z w Luj w �0 (. z DATVo b DEC gg r"Aml J5 AP°f's RS SGA�� AS NOTED RC1/Ivlows r1 4 A N rr^^ vJ 1 V v! Z � � V � � J U'. ® is m� z z w Luj w �0 (. z DATVo b DEC gg r"Aml J5 AP°f's RS SGA�� AS NOTED RC1/Ivlows r1 4 3P - 30A, NEMA 3P - 30A, NEMA 3P - 30A, NEMA 3P -50A, NEMA - -- 1ST FLOOR ELECTRICAL PLAN 5GALE: 1/8" = 1'-0" ELECTRICAL NOTES TH15 ELECTRICAL PLAN 15 INTENDED TO INDICATE THE REOUIREMENT5 OF THE OWNER. THE DETAILS OF THE ELECTRICAL SYSTEM SHALL BE DETERMINED BY AN ELECTRICAL CONTRACTOR LICENSED ACCORDING TO GH. 48q OF FLORIDA STATUTES AND BY THE LOCAL BUILDING DEPARTMENT. THIS DESIGN 15 ALLOWED BY CHAPTER 471 FOR 600 AMP OR LE55 RESIDENTIAL SERVIGES OR 800 AMP OR LESS COMMERCIAL OR INDUSTRIAL SERVICES. 2. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY AND COORDINATE ALL BUILDING CONDITIONS, DIMEN51ON5 AND LOCATIONS OF UTILITIES IN FIELD. THESE ARE CONCEPTUAL DRAWINGS. REPORT ANY 015GEPANGIE5 TO THE ARCHITEGT/ENOINEER. ALL CHANGES TO BE MADE IN WRITIN6. 3. ELECTRICAL LOCATIONS AND CLEARANCES SHALL BE COORDINATED WITH ARGHITEGTURAL, MECHANICAL, PLUMBING AND 5Y5TEM5 TRADES TO FIT SPACES PROVIDED. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. 4. REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE SYSTEM, INCLUDING ALL INGIDENTAL5, REQUIRED BY CODE AGENGIES AND LOCAL GOVERNING BODIES. 5. INSTALL ALL ELECTRICAL WIRING, CONDUIT AND PANEL BOXES, GO -AXIAL GABLE, AND TELEPHONE WIRING IN ACCORDANCE WITH ALL APPLICABLE CODES. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE N.E.G. AND/OR LOCAL CODES HAVING JURISDICTION. b. SIZE ALL BRANCH GIRGUITS NOT TO EXCEED 2% VOLTAGE DROP. ALL AIRE SIZES SHALL BE FOR AMPERAGE REQUIRED PER N.E.G. 1. ALL CONDUIT SHALL BE RIGID GALVANIZED STEEL THROUGHOUT, EXCEPT WHERE OTHERWISE NOTED. 8. ELECTRICAL CONTRACTOR SHALL BALANCE LOADS AGR055 PHASES ON ALL PANELB0ARD5 AS PER N.E.G. q. EQUIPMENT SCHEDULE BASE BID SHALL BE FOR SQUARE D EQUIPMENT. IF CONTRACTOR AISHE5 TO SUBSTITUTE ANOTHER MANUFACTURE HE MUST SUBMIT SHOP DRAWINGS FOR APPROVAL AND INCLUDE 605T DIFFERENTIAL. 10, ALL ELECTRICAL B TELEPHONE CONDUIT THAT PENETRATES FIRE RATED WALLS SHALL BE SEALED WITH FIRESTOP MATERIAL TO MEET ALL GOVERNING CODE REQUIREMENTS. II. ALL CONVENIENCE OUTLETS SHALL BE 20 AMP, 120 VOLT GROUNDED. K r ' vjlwlml� ELECTRICAL LEGEND 5YM DESCRIPTION WIRE DUPLEX CONVENIENCE OUTLET - 15 AMP AT 15" A.F.F. �6F1 DUPLEX CONY. OUTLET - 15 AMP ABOVE COUNTER TOP W/ GROUND FAULT I NTERUPTER IST DUPLEX ON SERI E5 �wP DUPLEX CONV. OUTLET - 15 AMP IN/ GFI AND WATER PROOF HOUSING FOR EXTERIOR USE WIRE 220 VOLT OUTLET / CONNECTION OA SINGLE POLE WALL SWITCH - 15 AMP AT 48" A.F.F. V TELEPHONE OUTLET - MOUNTED 15" A.F.F. E COAXIAL TV GABLE BOX - MOUNTED 15" A.F.F. FEI 220V ELECTRIC DISCONNECT. 51ZE PER MANUFACTURE S,PEGIFICATIONS, 10 ELECTRIC WATER HEATER W/ POWER 0I5CONNEGT AND GALVANIZED AUXILIARY DRIP PAN, 51ZE BY OWNER. 3P - 400A NEMA 3R DISCONNECT FUSE W/ 400A LIMITRDN--\ PANEL A 120/240V I PHASE 3W - 225A 3-1/0 GU -#4 ONO 2" G, CONNECT TO SUB FEED LU05 PANEL M 120/240V 3 PHASE 04 - 400A SERVICE RISER DIAGRAM SERVICE 120/240V - 3 PHASE - 4W DELTA FROM UTILITY COMPANY 4 - 600 MGM GU - 3 1/2" G TERMINATE W/ WEATHERHEAD O� METER / GT UNIT 4 - 600 MGM GU - 3 142" G 4 - 600 MGM GU - 2/0 ONO - 3 1/2" G 3/0 GU GND TO BLDG. STEEL AND WATER SERVICE. GROUND PER LOCAL CODE OVERHEAD POHM 3P - 30A, NEMA 3R - 0I5G FU5E PER EQUIP. NAME PLATE M-26 i GONDLN50R UNIT NO.5 i M-52 GONDEN50K UNIT NOb 3P - 30A, NEMA 3R - 0151- FUSE PER EQUIP NAME PLATE 2ND FLOOR ELECTRICAL PLAN �� 5GALE: I/8" = 1'-0" PANEL W SURFACE MOUNTED SQ 'D" PANEL RE 5/1-4I IDK AICD MAIN BREAKER BKR. WIRE DESCRIPTION CKT. CONNECTED LOAD GKT. DESCRIPTION WIRE BKR. OA OC -PC IP20 12 LTG - GYM 1 12 10 w 2 RECEPT - GYM 12 IP20 IP20 12 LTCB - GYM 3 5 12-1-10 12 10 4 REGEPT - GYM 12 IP20 IP20 12 LTCB - GYM 5 S 6 REGEPT - EXT 12 IP20 11-20 12 LTG - GYM 1 8 12 8 2fo 8 EWC 12 IP20 IFD20 12 LTCB - GYM 9 15 10 9 10 REG - IST OFF 12 IP20 IP20 12 LTCB - IST FL 11 15 10 12 REG - 15T OFF 12 11-20 1P20 12 LTC- - 15T FL 13 12 10 13 14 REG - 15T OFF 12 11-20 IP20 12 LTG - 15T FL 15 12 10 15 16 REG - 16T OFF 12 12 11-20 IP20 11-20 12 LTG - 2ND FL 11 19 12 10 9 10 16 20 REC - IST OFF REG - 2ND OFF 11-20 12 LTG - 2ND FL 12 IP20 IP20 12 LTG - 2ND FL 21 11 10 26 20 22 REG - 2ND OFF 12 If 20 IP20 12 LTCB - EXT 23 12 10 26 24 REG - 2ND OFF 12 IP20 11-20 12 LTCB - EXT 25 12 10 26 20 26 REG - 2ND OFF 12 IP20 IP20 6 LTCB - EXT 21 35 6 28 SPACE 10 IP20 IP20 LTG - EXT 29 12 35 15 30 SPACE IP20 IP20 6 SPACE 31 35 32 SPACE 11-20 1P20 -- SPACE 33 31 =3E,15 34 SPACE 32 IP20 11-20 31-40 SPACE 35 EXH. FANS 33 36 SPACE 11-20 SPACE 31 35 38 SPACE 16 15 36 SPACE 39 21-30 10 WATER NEATER 40 SPACE 38 SPACE 41 42 SPACE 19 LIGPTING 98 18 MISC. TOTALS 10 5B POWER TOTAL 168 136 2P - b0A, N F D15GONNEGT M-25 KM -2q 2P-60A,NF DI5GONN6GT PANEL OW SURFACE MOUNTED SQ D' PANEL - sn� IOK� CMP MLD BKR WIRE DESCRIPTION GKT. CONNECTED LOAD GKT. DESCRIPTION WIRE BKR. OA mB -PC 3P40 8 AHU - 1 I 26 20 w 2 GU - I 8 3P40 Q iE O 0 LL (/) Z W W0 F- 3 0 Clz g O 26 20 4 ISL Z 5 S 0 26120 6 WQ m 31-40 8 AHU - 2 1 2fo 20 8 GU - 2 8 3P40 9 26 20 10 11 26 20 12 31-40 8 AHU - 3 13 26120 14 GU - 3 8 31-40 15 26 20 16 1-1 26 20 IS 31-40 8 AHU - 4 19 26 20 20 GU - 4 8 3P40 21 26 20 22 - — 23 26 20 24 2P50 6 AHU - 5 25 35 15 26 GU - 5 10 3P40 2-1 35 15 28 2P50 6 AHU 29 35 15 30 -- 31 =3E,15 32 GU 10 31-40 21-30 10 EXH. FANS 33 16 15 34 35 16 15 36 21-30 10 WATER NEATER 3-7 19 38 PNL'A' SUBFEED 39 19 40 LUGS IP20 12 SPACE 41 42 HEATING 193 1'14 155 LIGPTING / MISC. 168 136 TOTAL 3ro1 1-14 291 ©1999 STEVENS ENGINEERING ASSOGIATES P.A. - ALL RIOHT5 RE5VKVW, THESE PLANS ARE PROTECTED BY UNITED 5TATE5 GOPYK&HT LAW AND INltKN^IIVNAI- IKCAIT YKVVI%MVN7. TW PIAT NVI MVVII-T, VIR'Llfi^Ir IN AN7 rVKM, K=Nl, L=AS=, LVAN, VI71KIt UI= IN ft*.VLt VK IN I-AKI ANT KtFKODIJGlIVN UK MVVIf IGAI IVN IV 1ML^9C YLAN`J ftlHQUT THt tXYKt55 WFUlltN GVFIStNT OP `SItVtN`J EN6iINtLKIT4& AtbU(,IA11:9 Y.A 15 !�1KIGILT YK.ChiIVIlt:V ANU riILL = YKCT�CWlti7 lV IHL FULLL"tl tXitNl VY lt+L LAW. .44 A a. 0 V, r (� 0 a � N W 5 m VJ Z w C W z Q 0 00 N � 0 Z W Q iE O 0 LL (/) Z W W0 F- Z N c) 0 Clz g O Q cr- C'J Q zw �(j) cr- W cl) W w 0 z a W Q Q W v�� W Uj F' Z _3OQ W z IL DATE, b DEG qq DRAWd, J5 APPROVMs RS SGALEi A5 NOTED I_ ;gjr-e�r:I SHEETS A-7 A N V, U � VJ v 5z —Q Z ISL Z S 0 WQ m UN Q cr- C'J Q zw �(j) cr- W cl) W w 0 z a W Q Q W v�� W Uj F' Z _3OQ W z IL DATE, b DEG qq DRAWd, J5 APPROVMs RS SGALEi A5 NOTED I_ ;gjr-e�r:I SHEETS A-7 1ST FLOOR REFLECTED CEILING PLAN 5GALE: 1/8" = 1'-0" REFLECTED CEILING LEGEND 5'T'YDOL DE5GRIPTION A FLUORESCENT LIGHT FIXTURE IN SUSPENDED LAY -IN CEILING 4' X 2' RECTANGLE - (4) BULB5 W/ STANDARD AGRYLIG LEN5E FLUORESCENT LIGHT FIXTURE IN 5U5PENDED LAY -IN CEILING B 2'X 2' 50UARE - (2) "U" SHAPED BULBS W/ STANDARD AGRYLIG LENSE HIGH BAY LIGHT FIXTURE MOUNTED AT 22' A.F.F. TO STRUCTURE ABOVE ao G HUBBEL MFR'O, H&B-0444, 400 WATT METAL HALIDE W/ INTEGRAL BALLAST, 120V D EXT_ WALL LT., 250 WATT HP SODIUM FIXTURE MOUNTED AT Ib' A.F.F. ~ ROBERTS MFR'G, WB-250-HP5, Al TIME GLOGK SWITGH FLUORESCENT LIGHT FIXTURE, SUSPENDED FROM STRUCTURE � 4' LONG - 2 BULB WITH REFLECTOR CEILING MOUNTED, RECESSED 100 WATT INCANDESCENT LIGHT FIXTURE � +F SWITCHED AS SHOWN WALL MOUNTED EMERGENCY LIGHT W/ BATTERY BAGK-UP Z_ B WALL / CEILING MOUNTED I LLUM. EMERGENGY EXIT LIGHT CC W/ BATTERY BAGIG-UP ®� CEILING MOUNTED EXHAUST FAN, 120 VOLT. SEE MECHANICAL PLAN 0 5MOKE DETECTOR DEVICE, INSTALLED AT 8'-011 A.F.F. z HARD WIRED INTO ELECTRICAL 5Y57EM. ©1999 57EVEN5 ENGINEERING IATE-5 P.A. -ALL RICH75 RE5ER\OW THE5E PLANS ARC- PROTEGILU tST UNI I CV -0I n I= LLT MIC wl n 'III `­ I lanes_ ter. , I ,.,.. , - . -. ... _ ........ . _. _ UNDERWRITERS LABORATORIES INC, DESIGN NO. U412 Nonbearing Wall Rating - 2 Hr, G V I. FLOOR AND CEILING RUNNERS - (NOT 5HOWN) - 25 M50 (Min) goly steel I" high, return legs 1-5/6, In. wide (min.), attached to Floor and ceiling with fasteners 24 in. oc. 2. STEEL STUD5 - 1 5/811 wide (min), 1 1/4" legs, 1/411 return, formed of 25 MSG (min) gaiv. steel max. stud spacing 24" o.c. 5tuds to be cut 3/4" less than assambly height. 3. BATTS AND BLANKETS" - (Optional) - Mineral wool or glass fiber batty partially or completely filling stud cavity. fasten each batt to wallboard base layer with a min. 61/16" long staple. Use five staples for each 4ft long piece. Drive one staple In the center of each piece and a staple at each corner, approx. 3" from edges. 4. WALBOARD, GYPSUM* - 1/2" thick, Wallboard applied vertically in two layers. Inner layer attached to studs with I in. long, Type 5 self -tapping steel screws spaced 24 in. O.G. along edges of board and in the field. Outer layer attached to studs over the inner layer with 1 5/811 long Type 5 steel screws spaced at 12" o.c. in the field, along the vertical edges, and to the floor and ceiling runners. Joints of screw -attached outer layer offset from inner layer joints. Outer layer wallboard joints covered with joint tape and min. two coats of joint compound. Borol Gypsum Inc. - Type BG -G Gonodion Gypsum Go., Ltd. - Types G, SGX, 5HX, WRX. Eagle -Gypsum Products - Type EG -G Georgla-FacIFic Corp., Gypsum DIV. - Type GPFS-G Pabco Gypsum Co. - Type PG -G Republic Gypsum Go. - Type RG -C Temple -Island Forest Products Corp. - Type TP -5 U.S. Gypsum Go. - Types G, IPX2, 56X, 5HG, 5HX, WRG OR WRX. * Bearing the UL Classification Marking 2 HR FIRE WALL NO 5 LE: A-8 2ND FLOOR REFLECTED CEILING PLAN 2 5GALE: 1/8" = 1'-0" A_8 UNDERWRITERS LABORATORIES INC, DESIGN NO, U418 Bearing Wall Rating - 1 Hr, (Interior Exposed) INTERIOR FIRE 51DE 0 EXTERIOR 0 FLOOR AND GEILING RUNNERS - Channel shaped 3-5/8" or 5-5/8" wide with 1-1/2" flanges. Fabricated from No. 18 656 poly. steel. Attached to floor and ceiling with fasteners spaced 24" o.c. 2 STEEL STUDS - G -Shaped, fabricated from min, No. 15 GS gaiv. steel, 3-1/2" or 5-1/2" wide with 1-1/2" flanges and 1/2" returns (stiffening flange) Min. yield 40,000 psl. 3. STEEL STRAPPING - Flat stock, 2" wide, fabricated From No. 0656 goly. steel. Located horizontally and attached to both sides of the studs at the third points using No. 6-20 by 1/2" self -drilling screw at each Intersection. 4. WALBOARD, GYPSUM" - Any classified gypsum wallboard with beveled, square, or tapered edges. The thickness, number of layers and method of attachment of the wallboard for I hr. is: 1/2" thick, Wallboard applied vertically or horizontally in two layers. Inner layer attached to studs with I in. long, Type 5 self -tapping steel screws spaced 24 In. O.G. along edges of board and In the field. Outer layer attached to studs over the Inner layer with 1 5/8" long Type 5 steel screws spaced at 12" o.c. in the field, along the vertical edges, and to the floor and ceiling runners. Joints of screw -attached outer layer offset from inner layer joints. In addition, the outer layer to be attached to the inner layer at the joints with 1-1/2" long, 0.210 in. diam. type G bugle head screws spaced 24" o.c. located between studs. Outer layer wallboard joints covered with ,joint tape and min. two coats of Joint compound. * Bearing the UL Classification Marking 5. BATTS AND BLANKETS" - 3-1/2" thick, 2 ft wide, glass fiber botts. Inserted between each stud to fill the wall cavity. Gertointeed Corp. Manville BuIlding Materials Corp. Owens Corning Fiberglas Corp. 6, GYPSUM SHEATHING - One layer of nominal 1/2" thick exterior sheathing, applied vertically and secured to the Studs and runner tracks with I' long, 0.142 in. dram., Type 5-12 bugle head screws spaced 12" o.c. -7. EXTERIOR FACING - R panel wall sheathing to be supplied by pre-engineered metal building supplier. 1 HR. FIRE WALL (INTERIOR EXPOSED) NO 5GALE: •R , rwr� , �w�i r„c TO,e�„rc ,u ,.,,iv c ro ,u owor w�v oCao.vv vTl�u /lG AAlInIGI/_T — TNF -OF OI LAID W,T M Tl GYWf-"G.G. WGITTFTJ /nN 7 nF F.TF VFN� I I__` YA 1"" IKIC.I[T rR[1M1011CV MIW DILL f2= 1"RCl`Jt1.IJICV IU iY l 1M_L=1 CAIENI Vr IttC 1_AY'l :ly 44 U It ao CO Cr) a ~ � � g � Z_ w CC a 00 WQ z o 0 Z a O 0 W LL C/) Z O Zo z W d) g > w0 � o CO CO U F- -. W Z C'3 Cl) Q 0. LL Z o �s M U6 V_ z :5 z J W U w F- ( -)Q J W LL W W CC J DATER 6 DEC 99 DRAMa J5 APPROV®I RS SCALER AS NOTED RE1/1510�L5� SHEET= A-8 8 of 8 :ly I lit` , , j TI Z)VLJ /Al - �;. 'I — � 1, :- , /� I -NA 777 -L V rr eXCAVA'T9P M ReV9VZ PLAW)NO I MATCRIAL TAMP. TO PRIEV44T $OIL 4, PLAN UNLE5 �IeYlLkt4 30 GLS./MINUTE DEMAND �*p 'SHRUB PLANTING DETAIL 01 7 0. Z j iillliwli uj J' z NO T E:�) I -ALL' 00 5HA41- M OPTAf? 1EQ Fpzc4� AREA�, wk,44 �imtLAR (5ROWIk* CONDITIONS TO '1= AREA rO� or: cQvEF�ep- A4F,--A5 To 6E Wop aQ 51HALL OE RAKED OF VONE5 AND Lu 5-� LL STONEG OVER V $HALL: BE j:ZtH<>V-;Q FRQ(l � 5 TE. A I ALL DAMAGED SOD WILI� OE ALLL 601:5 �V$T BE PLACED WtfW'5TA<,Ga OINT% MWTLY OfirfED, WITW fRr,)EC,TEQ ', . T 21- 500 IN k� AT R10"T ANGLE5 0 r 0� a AM 9 L,#.V4D5CAPE TRACTOR 5"ALL 13E REf2p(�f`Ii;G:.z NLE��' 044646,6e - ONLY FOR F NiE ORAPIW5 4�;F: PLANT SOPPIW-1 'AF�EA. FINE Gf;?AC>IW-, 914ALL CONSIST OF' TWE FINAL . v FP of or- pRApE To t3E ACPIE�'Eb.'- $.,HA1lNr6t4Ljqa OPIALL pg'(�IN AFTER EA&H PLO AT W-45 ED AND. %IAL(- , '16�iEN IN5TALL L FIELD AC,6EProdirca 5,Y THE LANP$e--APE,'AR(,-Hl TEGf. mAINTENAtlCe lNCLUDE5 -LANTS, AND ANY OTHER -,w ING, REPLACEMENT wATdp� 4EC4r,.; MI -r -W OF':51r-K f SM P R GR(?WT . DRAWN: i�l OF JHE WOWL , EXCE RIAL swALL BE REMOVED DAILY .55 W*�T� MATE" CX-� ALL WQR,< CHECKED: :19OF r; LL,ccAFpFr, 04A GRAQg�i 15 TMPARPS FOR ALL FtAi4i m' 1 1) 5HA PL TS, FLORIDA DEPARTMENT CF A<�R or: R AYER 5f. 10 TTE ICULTVf�E1 FLORIDA NVIOER 3 m 4., up WOSK TWE LAN DATE� PILIE r 1<34 QF D5r-APEE COOTRA4TOR $HALL NOTIFY TWE LAN F 'WHEo tIW ;WE 4,ispErucfl AT LeA6T�SE�;EN (11 DAYS, PRIOR TO THE�' u 'ANTIC MBER,1999 IPATEP MPECTIQ0 DATE., "I ALL`TkE�.,ARE"TO 'MTEEb FOR 51X t1ONT14% 5HFIJEI,'� AND GROk, IpCOVEW4 TO,, r -SEPTE SCALE, ACCk;EPTNC�E $00 10 UE ErM(�"J"$ FRO T�4E DATE or .AtjTeEI? FOR E EPTANCE DATE. '4)r OR ALL Wof;j< THAT a, THE LANUSif- AR -OiTEr Hr 10, RE41ECX, Al U? T RE5�R,/E5 THE RI(S r W T JHE RE= t;Q IF -VIENT& Gf- T14E PL�5 AND 5HRE D D V TO f,3E COVEREQ WITH 2-3 INCHE6 Gi- 7 YP L H TUTI(�t ICK E NADE WIDIC4T THE WRITTEN nFRINIS$ RCHIJECT.. A ALI iQt.lAi:C tALL,LANr->5CAPED AIREA5 �OR y THE Q5CAflE, WILL E3E Y F-RErAu C4q$ NPT� TO, PAM,6,,�;E THEM YAKe NECE55AR T I UTICITIRS AN6,�604� AND L Pe, HELP FRESPr SEp TO, T H I - ,t 515LE IF At I DAMA6E li� 'a V ��V,TO PF;ZF-,.-ENr FALLIW.�,,O, E fT, 1101a - 1;ig-oo 4-3 rz� w 4 5ANFORD 43I lIl L71PiG DEP-r. THEW PLAN$ ARE 0KVIR-WrD ANO L.Y114 (4"-i:i A pV N11'F W'1UF4dziHAL 1, Q6 CQN.11Tr"fw(d,) To 111.K A WQIV,Ijk, g) pri�: F 1,, Q TIAV VV0,W AW) NQ1 AA Q 4 "'10HITY To vlowym A010F ANY OF 1"j-16, MDR AHAI'L, ISSUANCE OF'A PEklmrl' ,�riavvq r Df---P'r F.-riom THEREAFTER REQUIPWN(3, A t' -'0Q ON THE Pt.AIIJS hi F fl U P-' I Og-Y 11, -R F4' g TION OF E• OR OTFIEi� br• AA U ST LJ lJ l �� r� �( ..3r"i; r'• a .; r) utdi -'Aj'.PR0VED MUST MEETFLORIDA ACCESS-SIBIL.ITY CODS! PLANS REVIEWED MUST M ET P', LD- R1 DA CITY OF SANFORD Ea f COX- �-EJNISHED FLOW-), 171-EximiONSI) "A adel meet city Cs for finished oor /.,lab elevations or provide elevations approved by city emoinpering dept. for aubd[v ision tion4. to Prevent flooding FINAL IHWEViil RMIRER City of Sanford Model rotJcaS jr, (3jtert'. Standard ' Bulldinu cod,�, 1007 Ott, Standard murn - . standardmech 1)"'19 Cl",49 1907 ed, NaN ar"Cal COO 1097 ed. `r ti F le("tr''t" Cod;? 19c)hod. See city COdo FL. Accessibility codGg� 1 FL. Energy Code 1997 A 158'-0° 1ST FLOOR FOUNDATION PLAN SCALE: I/8" = 1'-0" VFNANAR 0 - NOTE: — F — DES16N OF COLUMN BASE 8 TOP TO BE ENGINEERED BY STEEL FRAME SUPPLIER. INSTALL PER 0 I MFR'S 5PEGIFICATION5. I — — — — — — — #5 X 40' LONG ONE PIECE HAIRPIN REINFORGIN6 - 20' EACH LEG, BEND AROUND ANCHOR BOLTS "A" W/ 60 DEG. "V" BEND MARK TYPE: "A" "B" DEPTH ANCHOR BOLTS 4'-0" MAIN 7'-O" 4'-6" 2'-O" 4 - 3/4" DIA. A507 X 18" + 6" HK. 2 CORNER 3'-0" 3'-O" 211'-4` 2 - 3/4" DIA. A507 X 18" + 6" HK. 3 Z' 2'-6" 3'-0" 1'-4" 2 - 3/4" DIA. A301 X 18" + 6" HK, 4 ENDWALL 2'-6" 6'-0" 1'-4" 2 - 3/4" DIA. A30-7 X 18" + 6" HK. Z SILICONE CAULK 0 LL CC PRE-ENGINEERED METAL BUILDING ❑ WALL COLUMN 8" X 8" X 16" CONCRETE MASONRY WALL W/ #5 REBAR IN VERT. FILL GELLS AT 8' O.G. AND q GA. STD. LADDER TYPE HORIZONTAL JOINT REINFORCING AT 16" Or, R� win SCALE: 3/4" = 1'-0" P`-2 r------ ----- --------'- --� r-------------------- Li \ ------------------------ _1 r ---------------- —_�--'—_-T r------ ---------- -- --� --� r--------------------- ---I I b _ 4 g 2 - I I Ib' -4' in i' -O" W-4^ i' -o• ID' -4' 1'-O" Ib' -4" I'-0" 23'-10' w I I / I I r ---J L---, I I N Q �OI/2" 1'-S" 4'-01,2' 1 1 I "e `7 A/ le - A ADD PIT AREA 2 I I I I 2411 O1 ------------------------ I (I) - #5 REBAR CONT. IN TOP COURSE 24' I I I I #5 REBAR W/ 24" HOOK AT 8' O.G. AND 11 Io' -7" I 1T -P 15' 4'I CORNERS, FILL ALL CELLS WITH GONG. 511 MU L+ 1^U PAINTED FIINISF+ _ i `� r, r ---� y. I r:IV J p 1 I 12 y _ +4, 4 - I� EXPAN510N JOINT i0 cnv I r+ Q - 40GDOWE L 8 HOOK, 25 IN. LAP L-- J I ry L-----, � _ r 6 X 6 W1.4 / W1.4 WELDED WIRE I I MESH (AAM) � I - O j77 IT - (2) - #5 REBAR CONT. I I� `� I -4 /vr ;4ZA H Po(, IU � t S keee 55-"L E I I.... L - So �A 1° S L)� ;+c e. � 5 i g n _ SECTION rl I R+ iO r_jWNW 2 ADD PIT AREA SCALE: 3/8 I O 2 I �. I yE5 _.. _ ,_ I I I I \ Vic: r �irf • I 1 1 I I L ---- 1 n 1 I I I I 4'-6' / I I 1 it I '_e -b Iq'-10" T -O" Ib' -4" T'-0" 18'-4' T -O" Ib'�' T -O" i'-0' S - r- ---- -1 I I I I r- I I ---- -1 I 1 r- ----4 r -t---- 4 -�F 3 2 O , ..`-- L— -----------it I ---J I L ----------- _ __----.—_. _J L—�--_—-------• I I I � --- i ------- ------- I / L _J • ■ ■ • r it w 9i 2' 25'-4" 25' 4' 25'-4 25' 4" �• 24,_4,: 2. 156'-O` 1ST FLOOR FOUNDATION PLAN SCALE: I/8" = 1'-0" VFNANAR 0 - NOTE: — F — DES16N OF COLUMN BASE 8 TOP TO BE ENGINEERED BY STEEL FRAME SUPPLIER. INSTALL PER 0 I MFR'S 5PEGIFICATION5. I — — — — — — — #5 X 40' LONG ONE PIECE HAIRPIN REINFORGIN6 - 20' EACH LEG, BEND AROUND ANCHOR BOLTS "A" W/ 60 DEG. "V" BEND MARK TYPE: "A" "B" DEPTH ANCHOR BOLTS 4'-0" MAIN 7'-O" 4'-6" 2'-O" 4 - 3/4" DIA. A507 X 18" + 6" HK. 2 CORNER 3'-0" 3'-O" 1'-4" 2 - 3/4" DIA. A507 X 18" + 6" HK. 3 ENDWALL 2'-6" 3'-0" 1'-4" 2 - 3/4" DIA. A301 X 18" + 6" HK, 4 ENDWALL 2'-6" 6'-0" 1'-4" 2 - 3/4" DIA. A30-7 X 18" + 6" HK. FOOTING 51ZE5 AND ANCHOR BOLT DESIGN BASED ON USA (UNITED STRUCTURES OF AMERICA, HOUSTON, TX) UPLIFT REACTION DATA PROVIDED II-18-ciQ PERIMETER FOOTING SCHEDULE NO SCALE: A-2 5UPPORT COLUMN GONG. FILL I I to I O — GONG. SLAB I I � I I - �'�----_•� NOTE: - — — — — A11 DESIGN OF COLUMN BASE B TOP TO BE ENGINEERED BY STEEL "AllFRAME SUPPLIER. INSTALL PER PLAN GROSS SECTION MFR'S SPECIFICATIONS. MARK "A" "B" "G " REINFORCING 5 4'-0" 4'-O" 12" #5 RESAR AT 12" O.G. EACH WAY 6 3'-0" 3'-0" 12" #5 REBAR AT 12" D.G. EACH WAY VERIFY GALG'S W/ PROVIDED SHOP DWG. REACTIONS SPREAD FOOTING SCHEDULE r-4 NO SCALE: PRE-ENGINEERED 5 MAINFRAME 6" F.O. INSULATION VINYL BACKING (R - FOOTING SIZES DE515N OF COLUMN BASE TO BE PRE-ENGINEERED BY STEEL BUILDING MANUFACTURE, INSTALL PER MFR. SPECS #5 X 40' LONG ONE PIECE HAIRPIN TO BE BENT AROUND ANCHOR BOLTS W/ 60 DEEB. "V" BEND 6 X 6 AIA / WI.4 WELDED WIRE MESH(NAM) IIB II SEE FOOTING E SECTION r5 SCALE: 3/8" = 1'-0" �-2 5PANLINE 36, 26 6A6E, ROOF PANEL, FASTEN TO MFR'5 SPECS 22'-0" TOP OF COLUMN 24 GAGE GALVALUME WALL "R" PANEL. FASTEN PER MFR'S SPEC'S 10'-0" TOP OF MASONRY 8" X 16" DEEP K.O. BLOCK BOND BEAM W/ 1-#5 BAR, TOP 8 BOT. (2 TOTAL) CONT. HORIZ. REINF'6 #5 BAR IN VERT. FILL CELL AT 8'-O" O.G., CORNERS, 4 DOOR OPENIN65 8" GMU WALL, PAINTED FINISH A 40" DOWEL + &" HOOK 25" MIN. LAP (2) #5 REBAR CONT. AT PERIMETER OF BUILDING GRADE 4 - 3/4" DIA. A.B. X 18" W/ 6" HOOK, SEE FOOTING SCHEDULE #5 REBAR ® 12" O.G.E.A. A615-60 GD. 4" MIN. GOVER Iggq STEVENS ENGINEERING ASSOCIATES P.A. - ALL RIGHTS RESERVED TI-FSF PI ANS ARF PRnTFI.TFn BY IINITFn STATES r_xPYR1F,NT I AW ANn IN7FQNATIr7NA1 TRFATY PRM151nilr Yell MAY Nf7T t417nIFY "Aq Ir.ATr- IN eNv cnou cFUT 1 rAc 1 -1 rola arc 1u r.4,.,1 c ..� 1.1 0..�,• .... m #5 BAR IN VERT. FILL CELL AT &'-O" O.G., CORNERS, 4 DOOR OPENIN65 — 8" GMU WALL W/ PAINTED FINISH — 6 X 6 W1.4 / W1.4 WELDED WIRE MESH (WWM) — 40" DOWEL + 8" HOO 25" MIN. LAP GRADE (2) #5 REBAR CONT. AROUND PERIMETER OF BUILDING SECTION 6 SCALE: 3/511 = II—OII 1/4" STEEL CLIP TO BE FASTENED TO 8' GMU WITH HILTI KWIK-BOLT KB II, 5/8" X 4" OR HILTI SLV. ANCHOR HX 1/2 X 2 1/4" FOR HOLLOW BLOCK. FIELD VERIFY 2" DIM. PRIOR TO FABR. PAINTED BLOCK FINISH 211 ❑ FASTEN STEEL FRAME TO 8" GMU WALL W/ (2) - 1/4" STEEL GLIP5 AT 48" OG VERT. N CDrr^^ VERTICAL CONTROL JOINT / EXPAN51ON JOINT H LOCATED AT 50' STEEL FRAMING LOCATIONS. PROVIDE #5 REBAR IN VERT. FILL CELLS. SEAL z O JOINT WITH BACKER ROD AND APPROVED IL Z SILICONE CAULK 0 LL CC PRE-ENGINEERED METAL BUILDING ❑ WALL COLUMN 8" X 8" X 16" CONCRETE MASONRY WALL W/ #5 REBAR IN VERT. FILL GELLS AT 8' O.G. AND q GA. STD. LADDER TYPE HORIZONTAL JOINT REINFORCING AT 16" Or, SECTIONrq SCALE: 3/4" = 1'-0" P`-2 ASSEMBLY NOTES L� 5" CONCRETE SLAB vw (b X 6, WI.4/W1.4 W.W.M. ON 6 MIL. VAPOR BARRIER OVER TERMITE TREATED, GLEAN d COMPACTED FILL. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAY TEST, 8" X 8" X 16" GMU WALL. BLOCK LAID IN RUNNING BOND, W/ TYPE M OR 5 MORTAR AND SMOOTH TOOLED JOINTS. FINISH PER OWNER / CONTRACTOR. PROVIDE 16"H X 8"W BOND BEAM AT TOP COURSE W/ CONTINUOUS #5 REBAR, TOP AND BOT. REINFORCE HORIZONTALLY W/ q GAUGE, LADDER TYPE REINFORCING STEEL AT I6" D.G. VERTICAL. VERTICAL FILL CELLS W/ #5 REBAR ® 60.G. CORNERS AND ALL MASONRY OPENINGS. PROVIDE #5 DOWELS INTO L� 1 CONCRETE FOOTING W/ 8" X q0 DEG HOOK, 12" EMBED, WITH 25" LAP. ®PRE-ENGINEERED METAL BUILDING PACKAGE BY OWNER / CONTRACTOR. INTERIOR BUILD -OUT STRUCTURE,INCLUDING ALL 2ND FLOOR FRAMING, SUPPORT COLUMNS, BEAMS AND FLOOR JOISTS TO BE ENGINEERED AND PROVIDED BY METAL BUILDING MANUFACTURE. CONTRACTOR TO PROVIDE 51ONED AND SEALED SHOP DRAWINGS TO BE REVIEWED BY ENGINEER/ARGHITEGT OF RECORD PRIOR TO GON5TRUGTION. 501-214211 r' -b 1/2' n n ----------------- II ------------- I(; II ------- -------- --------------------- Il II 1 II --------------41r--------------------< IE----- 4-------ll-------------------- it ------- ------ II I II I 8u ------- --------I--------------------- r n II------- -- ----II 1---------- ----------- 11 u ------- ------I--------------------- I; u I' _ I0 II r------- _ -- ---------------- ---------- --------- ----- u --------------�I------------------ ---------- ----------------- ---- u II ------- ------- 11---------------- 4'-q 1/2' � II -------- ------ � II --------�I------ tl II — — — — — — — — — — — — — II ------- -------------- JI II II. II II ' ------- ----------------II u--------------------- -----------------IL------ --------------- II ----- ----------- -�� ------------------ ------- ------ IIL 11 -------------------- ---------------------- III- -------------------- II II III I I I 1 I I I I L ---------- -----------------------------I �REMOVE STAIR AND I HR. FIRE WALL 2ND FLOOR FRAMING PLAN r2� SCALE: 1/8" = 1'-0" PAINTED BLOCK FINISH REGULAR FACE 8" GMU 5" X 8" PRECAST MASONRY 0 HEADER W/ #5 REBAR. PROVIDE 8" BEARING EACH END GALVANIZED MTL. DRIP W/ CONTINUOUS SEALANT HOLLOW METAL FRAME TERIOR EXTERIOR ANCHOR BOLTS REO'D FOR DUAL LEAF DOORS ONLY H.M. DOOR HEAD -, NO SCALE: .2'X 4' AGOU5TIGAL GRID CEILING SUSPENDED FROM STRUCTURE ABOVE W/ #10 GALV. WIRE PER MFR, INSTALLATION SPECIFICATIONS 25 GA. TOP RUNNER PLATE 3 5/8", 25 GA. METAL STUDS AT 24" O.G. W/ 1/2" GYP. BOARD EA. 51 DE (WALL STUDS MAY BE EXTENDED TO STRUGT, ABOVE FOR RIGID SUPPORT) 25 GA. BASE RUNNER ATTACHED TO TO SLAB WITH 3/4" HILTI, 0.145" DIA. SHOT PINS AT 24" O.G. 5" CONCRETE 5LA5 NON-BEARING WALL SECTION NO SCALE: �-� •-----••--• --�- � �.-.- - •��� •-.. � .•v :� .-r-vv .moi �r:vvi �r>F �...1-rti� � rv�11 �L1� WI�LZ.«i Vr 71G VCTJ CI"rJ11�CRll�fJ /'1TC�CiI/11C� rA. I� �IIIIC.ILT r}[LJfYIOIILL Af-/V WII.1 F]F- h'Ff(J'-�YlJI1FrJ Tr] "i HF� FIY 1 F�".T FYIFNT nG TLS I AW REGULAR FACE 8" GMU PAINTED BLOCK FINIS H 2 SEALANT --� EXTERIOR INTERIOR #5 BAR IN VERT. FILL CELL 3 ANCHORS PER JAMB HMF FILLED WITH GROUT H.M. DOOR JAMB 8 NO SCALE: �-2 )LLOW METAL FRAME 'POND =TAL DOOR RIP EDGE -UMINUM THRESHOLD =T IN FULL BED SEALANT CONCRETE SLAB EXT. DOOR SILL NO SGALE: A-2 me -:25-re) akA IL o M r cry 0 -it (D cocr) cm W Q ~ c d (1� v �Z W Q►) WQ 04 ui Q M z 0 p Z <0 c O UJ c LL (n Z O W d z cm Z LI °C 0 //E"J�' Y/ Z V Z z J_ J Q Q z LL W 0 c o `[ 0 Z o -1o LL -- 0 z Lu LL CV (n DATE 6 DEC, qq DRAhN= J5 APPROVWI R5 5GALEs AS NOTED REVISION 5, �10 JAN 2000 A\ 16 FEB 2000 52ALX IL -1-4 ` -06 O %mr>, A-2 N CDrr^^ 0 H z O IL Z 0 LL CC Z V Z z J_ J Q Q z LL W 0 c o `[ 0 Z o -1o LL -- 0 z Lu LL CV (n DATE 6 DEC, qq DRAhN= J5 APPROVWI R5 5GALEs AS NOTED REVISION 5, �10 JAN 2000 A\ 16 FEB 2000 52ALX IL -1-4 ` -06 O %mr>, A-2 wMIMI. ". ag iiq/\ ` ^/\y \ » 9 Auniva" POWIRM NO. IOSA-IBX2401115 R T � C - (AR 080 ulun 18>4 u n i -n m T oZlc,o<znmwzol'lvm ID j TE (7)- C) o l N 11 -q 0 VN C) T -uuj a C) z� (n U) 08 l("r CD z r= U Ui 10, I I 3� �u �i I 31 c E c 0 0 CD 'ID- (D CM) ITI (r) (D Z r<r my T#D f) (D W '- CCD z C) a CL -4 (D Cj rI u (0) (4)0(jt-)7 (D 65,> Z 0 0 0 A n u :5 v' � o o 0 > -Ij z Aj > r, :r qcrN i)- m 2I- rq iq r - m El= OOE k,tic, fAc-- S5 00 p o Ff-- (-:: - U FF::fc- ff I l Ec (-- r, —( T -b i L-- c Lo I 5Tf\tf< t --o C�6y C= TE 0 VN SCALE I C, t,) z r= RfRc- A( -Ai?,- CM OF 0 m lnot(e-, 1 Derr-c-ro k,tic, fAc-- S5 00 p o Ff-- (-:: - U FF::fc- ff I l Ec (-- r, —( T -b i L-- c Lo I 5Tf\tf< t --o C�6y Fbzl- 77{4- 14",eA( 4-u WSJ TE SCALE I C, t,) JOB No. RfRc- A( -Ai?,- AogKcf-> OF SHEETS lnot(e-, 1 Derr-c-ro T#D (\IL3 VrJ C- to i (4)0(jt-)7 E -1 R R)e- Fbzl- 77{4- 14",eA( 4-u WSJ TE SCALE JOB No. SHEET OF SHEETS I LOT 13 ILL SURVEY y�9 x RECOVERED. 1/2 IRON II RECOVERED t12" IRON ROD ROD AND,CAP 3144" ! AND CAP "PSM3386" I / / / DESCRIPTION: N89°45'02"E D1 203.44' I / LOT 30, SANFORD CENTRAL PARK PHASE 11, AMENDED, AS RECORDED 1N PLAT BOOK 54, PAGES 8, 9 AND 10, PUBLIC RECORDS OF SEMINOLE ---oH;: COUNTY, FLORIDA. .yy' 15.U' 15.0 20.0' SURVEYQRS NOTES: CONCRETE DRIVE - - NOT VALID "MTHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. A/C - / 0 - LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAY, EASEMENTS, OWNERSHIP, OR OTHER INSTRUMENTS OF RECORD, BY \ THIS FIRM. ry� - REVISIONS DO NOT CONSTITUTE A RECERTIFICATION OF THE EMSTING o41CON0171ONS OF THIS SURVEY UNLESS SO STATED. IL BEARINGS SHOWN HEREON ARE BASED ON THE FOLLOWING: THE NORTH / R VAU T UNE OF LOT 30, AS BEING N89'45'02"E (PER PLAT). / - UNDERGROUND IMPROVEMENTS AND INSTALLATIONS HAVE NOT BEEN A/ LOCATED. ----- ❑ � NO INTERIOR IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE INDICATED. t / THE LANDS SHONTI HEREON LIE ENTIRELY WITHIN ZONE C (AREAS OF - hry MINIMAL FLOODING) ACCORDING TO "FIRM" COMMUNITY PANEL NUMBER u, A/C 120294 0040E C DATED APRIL 17, 1995. ONE STORY THE ELEVATIONS SHOWN HEREON ARE BASED ON DRAWING BY CONCRETE'., BLOCK BUILDING , ` a GRUSENMEYER -SCOTT & ASSOC., INC. ORDER' # 2928-99. BASED 2 901 CENTRAL PARK DRIVE; ON SEMINOLE COUNTY DATUM DESIGNATION 3043101 NGVD '29. LUQ' �t 0LOFINISHED .FLQOR v a I fTo ELEVATION = 34,10 / S - ` IN COMPLIANCE 1MTH CITY'OF'SANFORD Q �W. h+�• hn' �� - - ' SECTION 6-7 a A/C LOT !' 15 q qM / ❑ / 32.04U / i x N o I CERTIFIED TO. KNS CONSTRUCTION , LEGEND: 40.0' A = 96 "4228" R = 25.00' C L ; 42.20' C8 = $41'5344"E CH — 37.36' SHEET 1 Or 1 SECTION 28 TOWNSHIP 19 SOUTH. RANGE 3 0 EAST SEMINOLE COUNTY FLORIDA ER: O0U 5.000 T t 5 18 REVISIONS:_" FFIELO: KA' \\ �8q 45 OZ W 171:23 WAIX 24 h \ CONCRETE n DRAWN Y: A,BISHMAN SE f 5/8IRON ROD ` � AND CAP 3 ga J nR' "LQ 5736' , ® = 03'3 7'54" Cama „ } um m ' a 36" RCP 40,0' L = / µ0 V) p RIM-,32.33�? ?�, `S CH ^` S . 27.54' INV=28.83 33.13 cL W --- -- INE ROAD C 33.12 o 80' PUBLIC RIGHT OF WAY SITE BENCH MARK RECOVERED NAIL AND DISC (N0 IOEN pFICATION) h RIM -32.80 l rJ INV=29.35 — — -_ — — / �f 80.00' .-- - 20,0, - o Jil JOSS SET 5/8" IRON ROD AND CAP "LD 5736" m ��J 26.2' 26, 1' SECTION 28 TOWNSHIP 19 SOUTH. RANGE 3 0 EAST SEMINOLE COUNTY FLORIDA ER: O0U 5.000 T t 5 18 REVISIONS:_" FFIELO: KA' \\ �8q 45 OZ W 171:23 WAIX 24 h \ CONCRETE n DRAWN Y: A,BISHMAN SE f 5/8IRON ROD ` � AND CAP 3 ga J nR' "LQ 5736' , ® = 03'3 7'54" Cama „ } um m ' 36" RCP 40,0' L = 27.54' Gtr = N87'56'05"E: RIM-,32.33�? ?�, `S CH ^` S . 27.54' INV=28.83 cJ INE ROAD C 80' PUBLIC RIGHT OF WAY SITE BENCH MARK RECOVERED NAIL AND DISC (N0 IOEN pFICATION) SECTION 28 TOWNSHIP 19 SOUTH. RANGE 3 0 EAST SEMINOLE COUNTY FLORIDA ER: O0U 5.000 T t 5 18 REVISIONS:_" FFIELO: KA' OK: 8 24 FIIL : 00005 O.RA MI Y: A. I HMAN DRAWN Y: A,BISHMAN CHECKED BY: D.BISHMAN DRAWL G itAME:/ii3:D0005.DWG DRAWING SCALE: 1" — 20' ELEVATION - 33.20 5URVEYORa ; CEE�TIFICATIONs SEARS M HEReBY CEftTIF`( THAT THI$ AS --BUILT SURVEY OF THE; HEREON ,DESCRIBEQ .f?ROPERTY IS TRUE AND CORRECT TO -SURVEYING QF THE., BEST :.00 Z .KNOWLEDGE,.AND BELIEF AS , PREPARED UNDER _OUFt' DIREC,TIQN iNM/AY, ".2000 . WE FURTHER'CER'TIFY —==�wCOMPANY �. THAT.,IH,IS,AS�•.RLJ1L1 ',SURVEY MEETS THE MINIMUM TECHNICAL � x" STANDARDS 'SET FORTH, IN ;FtUIE 61617-6, F:A C. ADOPTED BY THE FLORIDA; QARD' OF; PROFESSIONAL SURVEYORS AND', MAPPERS, ARAN D, BtSHMAN �- P.S.M. P:U& ANT ,TC?''.FLQf3IPA-STATUTE T2.027, FLORIDA :RECISTRA'noNlNo. 5668 316 N. Ferncreek Avenue Orlando, Florida 32803 (407) 897-32217 FLORIDA LICENSED BUSINESS No. 5736. r - .•.: ...: ... y -.d y,. y oJds'.w�v`"u�.�.%2'GC.u:i......uuid.....va�.�e.�J'_._.u_.�� �- .. - �..- iu.. �_., .- ...�- �x :_:.�.... �....._ ». ....a.. ::,L-: .3_ x;:iYL ,__—�31._2e_ v - ✓.wt,iM.::,L'tYs+ �ic:La.LL+. 0 0 0 i