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HomeMy WebLinkAbout2101 E Lake Mary Blvd 03-1408, 03-1409 Addtion Invocare. . - ' NORTH LINE OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 7-20-31E LAM ` ` BOtMMD /S| ' . ROAD) ' LESS THE NORTH ' 25 FEET FOR SILVER LAKE ROAD RIGHT OF WAY (PER DESCRIPTION). � /4 SECTION 7 2D �1 . I NORTHWEST C0KNLK OF |M� SOUTHWEST //4 OF THE »«u/nc*S/ ` v/ U' ' 8 EXIST. EMENT ASPHALT PAV OWWWAQW ow ON effiessamp 1 bub ~ *n n, ~ ~ / ^ � GAS Cm En_z —A ___=mm�wwamm I 'PER A -A ADDITIONAL R/W ((I\\\-FN?, 5/8"PCP ' SU SITE BENCHMARK #3 EXIST. CURB EXIST. CONIC EXIST. INLET ��V�AE... .".-`"^2 EXIS `, ^ \ Lx|S| mSrnxL| ravEmEn/ N|NY.=4J50 EXIST. CONC. ' ' ~'~'� ASPHALT PAVEMENT \` ---- � ' »3 EXIST. ASPHALT PAVEMENT �=�~--- TOp 47 ' -. \ 3|NV=4]51 / PAVEMENT ' , \ � ' ' DESCRIPTION: ^'''~ | C) CAMERA POLE Cn Ld BEL \ UN� R u/m ���//,_u W.| 43.73 CD 00 �o0 001lN \ iJUt� / Uac \ »`| I -Ln Ul EXIST. LIFT STATION EXIST. STEPS H HANDRAIL (TYP.) EXIST. WALL EXIST. TWO STORY MASONRY COMMERCIAL BUILDING 82!01FF=51OJ COVERED EXIST. CONC. COVERED EXIST. CONC. PAVEMENT EXIST. CONC. - EXIST. RETENTION POND EXIST. RETENTION POND \�\\ \\\`` -----� ---------- '--- \ [X�TR EE E \ . / / / EXIST. 10' DRAINAGE EASEMENT / O.R.B. 2106' PACE 1530 EXIST. CONC, PAVEMENT EXIST. STEPS WITH HANDRAIL COVERED EXIST. CONC. EXIST. lK PRESSURIZED CONTAINERS .8 Su -FO-1 RAMP WITH HANDRAIL EXIST. ll� ET EXIST. CONC. PAVEMENT JRAC_r__C SILVER |���� �/�n�-.� INDUSTRIALn"_ ` PARK nEDLAT PLAT�U(T �/lR� �� uum` ��, Q���«� ��_��) PAGES u-r u�� � EXIST. ASPHALT PAVEMENT FQ� �XlsT. INLET EXIST. STEPS WITH HANDRAIL EXIST. CONIC. PAVEMENT EXIST. INLET � THE NOR|H 525 FEET \ | \ OF THE WEST 871.20 FEET OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 7, TOWNSHIP 20 SOUTH, is"r. INLET' RANGE 31 EAST, 3[M|NOUE COUNTY. FLORIDA, EXIST. ASPHALT L2]3 THE NORTH 25 FEET � FOR SILVER, LAKE ROAD RIGHT OF WAY. `-^ ^`' - '~ ~^ | ^' | ==~__ '- SITE DATA: c^o/ | -- ------- ZONING: ' W|-2 (MEDIUM INDUSTRIAL) /nv.~ 43.07 ' v If TOTAL SITE AREA: 508.710 3F = 1170 AC. It EXISTING BUILDING: 116.150 SF = 2.67 AC = 22.82% EXISTING P/VM[MT: 180.275 SF = 4.13 AC = 35.30% if EX|5J|N0 IMPERVIOUS: � 295.425 5F = 5.80 AC = 50]2% UNPLA7 ED if if EXIST. RETENTION/ POND WATER ELEV. 00� 433(11/7/02) U V C) Ili I CJ .3 - ' x PARKING DATA: u EXISTING PARKING: 234 STANDARD SPACES ON ASPHALT PAVEMENT N.INV.=44.02 6J V) CONCRETE WALK Cl f CONCRETE CURB EDGE 0F WATER CD CAS LINE EXIST. STEPS WITH HANDRAIL ' OVERHEAD POWER LINE �^'S' ^""^ PA CHNN L|NK FENC[ [ SET SSMC REF PIT Cal' WATER LINE SANITARY SEWER LINE STORM DRAIN LINE EXIST, FIR --------� POWER POLE LIGHT POLE xis / FIRE HYDRANT ' v --------' « » [X�J , �|�N SOUTH LINE OF THE NORTH 625' OF THE WEST 871.20 FEET OF THE ` /KFE .0yF' � SOUTHEAST 1/4 0F SECTION 7-20-31 ` v ��- ovv"",u. v` � ^ SECTION TREE Ss a 8`9 ^r | `/`/ 5=7 0 BURIED ELECTRIC LINE FN0. PRM� | | \ � LSQ4285 FORCE WAN EX100" MING STE PLAN NON -TRAFFIC SIGN TRAFFIC SIGN ` WAFER METER WATER VALVE MITERED END SECTION ELECTRIC VAULT ' BACK FLOW PR[VENT[R INLET TELEPHONE VAULT 240 TOTAL SPACES ' 13sue Date and Purpo,3e, Project ` ` 0253 Drawn T. OTTAWAY Check-- . 001 File No: y � � i _ • / r { �r s, i 1Ml " UNPLATTED EXIST. CONC. INV. = 44.10 SAWCUT AND REMOVE EXIST. CONCRETE PAVEMENT E. LAKE DIARY 13OLLBAFD (SILVER LAKE ROAD) ; N 8941 3 3 E �' � e w� e r ea�� _ � e�� _ e r■r.r r r �� _ _ s.r�� _ _err _ .r �rrr e r �� _,_..�__er.r.r_�...�_rear.__r.�.r�rr�r_ere�r_r�rte_r•errr..r,e-et�e-e.er ,. r EXIST. ASPHALT PAVEMENT T EXIST. ASPHALT PAVEMENT EX ti N �----�---� � ------ _ — .�"``�• _"' -_ �-------------------------- EXIST.----� ----_ --G-��--te__ --- a CONC. PAVEMENT ------------------------GS W GS w w—GS G4 �_ GS —� W — —� �.�5 W _^__ GB r.� .—._— � c 6 ,--•—(1X.,,.._ Qw" --•--- .. f/3 p,� _.�_" as . as as as as _ r rr•-r _ _ ire _ r _ e erep �► E_ ter® rrr ®ter _ r rer� r oa QK �a ua e. _ �r.rrer�r_err�r_arrr�_re�orr_� _ e errs 00 - - ----_ N89'41'33"E E 'Y' -� 50.00' .� ECLT— RIC—VAU0— T z LX151. 5I Lr5 WI l H HANDRAIL (TYP.) y / SAWCUT AND REMOVE EXIST. CONCRETE PAVEMENT r....- 1 -.rnrn nnr,n EXIST. FIRE HYDRANT EXIST. BUILDING MASONRY COMMERCIAL BUILDING #2101F.F.=51.83 SAWCUT AND REMOVE EXIST. EXIST. W _. o z 0 Ln o W 0 ^ Q r 0 15' 30' 60, ZW CO 1 inch =30 ft. . DEMOLITION NOTES 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROkD UTILITIES AND IMPROVEMENTS PRIOR TO START OF CONSTRUCTION. 2. CONTRACTOR SHALL ASSURE THAT ALL APPROPRIATE AND' REQUIRED PERMITS ARE IN HAND AND DISPLAYED ON THE SITE AS REQUIRED BY REGULATORY AGENCIES PRIOR TO PROCEEDING WITH DEMOLITION. CONTRACTOR SHALL ASSURE THAT THE OWNER HAS ISSUED A NOTICE TO PROCEED PRIOR TO COMMENCEMENT. 3. CONTRACTOR SHALL PROTECT THE EDGE OF ALL REMAINING PAVEMENT AND HARDSCAPE. DO NOT HAUL OVER UNPROTECTED PAVEMENT OR SAWCUT EDGES. 4. ALL DEMOLITION AND CONSTRUCTION ACTIVITY SHALL BE CONDUCTED IN APPROPRIATE PHASES TO KEEP EXISTING FACILITY OPERATIONAL . 5. ALL TREES NOTED TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. SOIL EROSION AND SEDIMENTATION CONTROL NOTES 1, ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO STANDARDS OF WITH CITY OF SANFORD, FLORIDA AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. 2. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN, CONSTRUCTION. 3. SOIL MATERIALS, FROM WORK ON THIS PROJECT SHALL BE CONTAINED, AND NOT ALLOWED TO COLLECT ON ANY OFF -PERIMETER AREAS OR IN WATERWAYS. THESE INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS. 4, DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF THESE EFFORTS. ANY NECESSARY REMEDIES SHALL BE PERFORMED WITHOUT DELAY. . 5. ALL MUD, DIRT OR OTHER MATERIALS TRACKED OR SPILLED ONTO EXISTING STATE -COUNTY -CITY OR PRIVATE ROADS AND FACILITIES FROM THIS SITE, DUE -TO CONSTRUCTION SHALL BE PROMPTLY REMOVED BY -THE CONTRACTOR/BUILDER. 6. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES OR ANY DISTURBED LAND AREAS SHALL BE COMPLETED WITHIN (15) FIFTEEN CALENDAR DAYS AFTER FINAL GRADING. WHEN If IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED, ALL TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. A CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL THE ABOVE REQUIREMENTS HAVE BEEN MET. 7. CONSTRUCT SILT FENCE IN ACCORDANCE WITH FDOT INDEX NO. 102 8. EROSION CONTROL MEASURES SHOWN ARE THE MINIMUM REQUIREMENTS. CONTRACTOR I`, RESPONSIBLE FOR ADDITIONAL MEASURES AS REQUIRED BY SITE CLEARING AND EARTft LEGEND EXIST. TO BE REMOVED ASPHALT PAVEMENT —� CONCRETE WALK CONCRETE CURB — GAS LINE G -- — G OVERHEAD POWER LINE OPL — — OPL CHAIN LINK FENCE —X X X— —X— — — — — k_ — WATER LINE W — — W — — SANITARY SEWER LINE SS — — SS — — STORM DRAIN LINE - SID — — SD— — pp PPS POWER POLE LIGHT POLE ALP FIRE HYDRANT FFIH SIGN o TREE iwm SCALE; I" = 30' (' z r z N r c° z ' t Z <0 0 w r-) � z. 0 U) V) 00 8 Z w� Q� r%! o t fir' ✓ z 0 �o �i- a w oz .o A r� w O W Seal �'''�• FFFTI 11 F 7' z Z' V 0 �1J V i 0 z C z r) y V) 12/13/02 30% SUBMITTAL 12/26/02 9O% PRICE SET 1 /16/03 PERMIT SET Purpose Issue :Date and Project 253 y: AWAYd:�'"�(�AGHCHI F lOO 00253/0253C100 t A.: I N8 581 0 GEOMETRY NOTES O I I ` 1. ALL SURVEY, DATA USED AND CONDITIONS ASSUMED TO BE PRESENT IN PREPARATION o OF THESE PLANS WAS PROVIDED BY SOUTHEASTERN SURVEY CONSULTANTS. *.q z co 2. THE CONTRACTOR SHALL VERIFY AND LOCATE ALL VERTICAL AND HORIZONTAL CD EXIST. CONC. PAVEMENT EXIST. ASPHALT PAVEMENT CONTROL POINTS PRIOR TO CONSTRUCTION. IF ANY DISCREPANCIES SHOULD BE FOUND, rrt 14' 5' 24' 5' 24' 5' 12 THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SURVEYOR OF THE CONDITION IN o WRITING PRIOR TO COMMENCING HIS CONSTRUCTION ACTIVITIES. NO o I � I- I � I o EXIST. CEPS WfIH & �� 3. ALL PAVEMENT OFFSETS, RADII AND DIMENSIONS SHOWN ARE TO PROPOSED EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. HANDRAIL -f— 1 EXI N EXIST R/W � y --- EXIST. CONC. � .,'r-... -.-�-� -*-: -. -r : -+- .....-� o I — - ------ _ — �+� a-�—;� 4. THE CONTRACTOR SHALL STAKE ALL IMPROVEMENTS USING THE GEOMETRIC DATA o -- { T� t• � (� 7 NOT PAR ING PROVIDED. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO COMPLETELY STAKE AND EXIST. SECUR,,Y jKMN �� z i t {J i CHECK ALL IMPROVEMENTS TO ENSURE ADEQUATE POSITIONING, BOTH HORIZONTAL o CAMERA POLE -"- M �" EXIST. HANDRAIL I I AND VERTICAL, PRIOR TO THE INSTALLATION OF ANY IMPROVEMENTS. z - -- EXIST, MASONRY.z —_� , WALL SITE DATA W o v, EXIST. COVERED EXIST.IL I NEW HANDIPAVILIONI I A I = 4 BU LD NG DD TION ,179 SO. FT. v J SEE DETAILI I NEW HANDICAP STRIPING EXIST VAU ' -----{ EXIST. STEPS WITH CONC. RAMP SEE DETAIL 9/C401 S89'41'3�-W HANDRAIL (TYP.) 50.00 NEW DESIGNATED IEGEND: MOTORCYCLE PARKING EXIST. NEW z z J • ASPHALT PAVEMENT i O o _liiiiii Oal tv C r1 ' CONCRETE WALK °a N e U N P IATTED °o m CONCRETE CURB o Y FENCE----- - ca . 0 FIRE HYDRANT QFH POWER POLE PP X EXIST. TWO STORY MASONRY sicN W COMMERCIAL BUILDING EXIST. CONC. PAVEMENT F #2101 F,F.=51.83 L i X W EXIST. STEPS WITH HANDRAIL COVERED J EXIST. CONC. EXIST. ` PRESSURIZED CONTAINERS -� CONC. S�DEWALK e RAMP WITH CONC.. PAVEMENT SEE DET�1L 1 /C401 SEE DETAIL 2/C401 COVERED HANDRAILS EXIST. CONC. s 1 Li I CVEED o NEW BLDG. ADDITION EXIST. CONC, EXIST. CONC. PAVEMENT F.F. 51.83 _ J e 4179 SO. FTLn EXIST. CONC. PAVEMENT ' EXIST. RETENTION POND EXIST. TREE LINE (TYP.) EXIST. RETENTION POND } TREE LINE DEVELOPMENT PLAN WEor"T S,"PE. v SCALE: 1 „ =30' I . I I ° Z • 0 � O W r7 W =+t: m Li Z J CO Ln (D O � U` Z N z z Z 0 s � _ co �� w00 Vco o ®� co p zr 0 W oz 0 zs O �a I Lo oLd 5! i 4 , r ' F J i c. LAKC MAnt CKAA. =V rNJ 1 1 (SILVER WE MAD) N 8 9° 41 ' 3 3 I' E rrrasr�rrr�rm41mo rrrrrovi_mMim Mimi mummmerrrrarmrin, ."mmmm•-m"a rrrrW=*rrYOwimi rrr r•rram="WmmmmmI•rogoonrrrgowmmi'mlrrrlra�rr�rrrr�r�rrf®iir®r1`Yrr-orr�r o EXIST. ASPHALT PAVEMENT 1 1 49.36 a°'� ao,� a°�� 49.51 49.60 49.72 49.73 - - - 49.61 49.31 49. 5 �o� 49.32 % 49.25 49.07 49.09 o l---- - a - ------- ^� ------------------------0_ ------------- 1 p ----------------�----------------------=- -x -- --- ------ 49.22--------------48�� 49.49.1 % \ mom, �� r a off• 40 a* ImmWo o ow�� �t o � o memm o m, r ` me � go 0 mmm 1 o am ar�ro it o wOrrw► Y o 6=0000 amIm �w� 00 a ssmo im so�riw r%fir r�r r .a -a rrur OW fAW �+ e r al�� r r erl�� r r�r N8 1}� E 49.2 a� a�0 �� ,ash a�0 a�fp� _ -� % b a� • -ate 1 fy b i EXIST. ��1 0 % �, b d . `b x RETENTtON- f'6NID % h XIST M.CT INV.=44.57-\ % a DRIVENIA1 D a°� b°' ExFjT_. RETEN4Km `P.0 0, 0. 15' RCP NV =44.18 !A! =44.38 % 01- 1 bg % • i. 01 � % wY,r,r,f,r;.,.-r ,rY-,r,r,. ,.r-v�. b 1 N 44 �b 48.1 C) a� b�• c� a1 J, �b o00 b110 b1h1 EXISTI�ILET 61`v a11� b s EXIST. CONC. PAVEMEN T b 4 % % 0� TOPS 47.33 a ' .b x ba b o� % EXIST. ASPHALT PAVEMENT N.INV.=44.46 a1 00 a . a� a1. EXIST. STEPS WITH •� • > % 48.30 4 .25 x4 a� HANDRAIL �^,� 48.34 48.48 EXIST. CONC. WALK �> X ST R 48.49 a 48..4!"'.... . '*` ... -..-: -*' . -r* ,t 48.46 48.42 48.40 / a8.36 �,• EXIST. CONC. WALK �--� ` 48.35 8 4 a `�:- o . NOT PAR ING 5A o u EXIST. SECURITY 51.87 a�1 ag• O CAMERA POLE EXIST. HANDRAIL 0 9. 8 EXIST. MASON 0 �! O a o E IST. WALL - WALL b1� a1`L`L w o v _ x 48.17 .1 % w ¢ x r, a � D ' EXIST• WINGWALL ^� % o o ` PAVILIONOVERE EXIST. M.E.S N INV.=43.78 _� o o f' Ln? FXIS'a b T II fl % 51.98: 1 I EXIST. STEPS WITH b10 8 V3 Ill 8" SDa �^, 1.,� �1� HANDRAIL (TYP.) x 5000 L UNPLATTED b�x �.rw a�� ��•�w of INV. -4:.81 0` ©! % bo L4 X Co f � N a 001 '! 46. 1 46.- CD46. 46.7 TI C y Ln1 46.E 2 46.6 v m CC5 . o0 x x arO' 1 N 1 4' N .=4 .6 O � ' O - i x w .1 ! 1 a x 1x x CD Z 1 zo 1 1 � of ao N bb`li; i ab • EXIST. M.E.S INV. = 44.10 0 z w Tl b�•LLJ cn I r•, A 1• 1 IST. INLET b01P T =46.48 x W.I V.=43.73 EXIST. CONC. PAVEMENT b1. b1. % x Cn X CJ O 0 c� z 0 O J H x w EXIST. TWO STORY MASONRY COMMERCIAL BUILDING #2101 F.F.=51.83 47.47 EXIST. STEPS WITH HANDRAIL COVERED a1• b1� EXIST. CONC. b x a %b1 EXIST. 10 x1 PRESSURIZED b1 CONTAINERS 1� 1fa 4" PVC CONDENSATE LINE 02.0% MIN. 18" SD b b MATCH EXIST. GRADE SEE MECHANICAL PLANS o RAMP WITH COVERED F.F 51.83 x HANDRAILS EXIST. CONC. EXIST. INL T b1�'o MATCH EXIST. GRADE TOP = .48 x W.INV.= (T30 1 0 0 48.00 b1• 42.60 NEW ��D�• � h `' • COVERED i fo 0o b ��� • 1� % x EXIST. CONC. I N EXIST. CONC: PAVEMENT o F.F. 51.83 b1O b1^� 4179 SO. x x 47. 0 ------ x ---- f0 � f0 x x o� a1� b1^� � 0 q• b1 b a19a1f9 bb EXIST. CONC.a�f'AVEj�bNT 1oh bo1 00, b b1rti b ' b b�. r.�• %b 1' b ' a x. % a •fp bT b b• a x ao• x- x % 47.30 x a`? bb EXIST. RETENTION POND 47.50 ab. a EXIST. RETENTION POND EXIST. CONC. FLUME WITH SKIMMER 1 44 64645% EXIST. RETENTION POND . TREE LINE (TYP. 44.20 EXISTP 4' �% 44.2 ELEC. TRANSFORMER pp x 44.8 &ST. RETENTION POND 44.4 0 h x as EXIST. CONC FLUME WITH SKIMMER ' a a_11 , ti t 46. 11 �a 44.2 x x ,� % x 44.0 a x a^ - ` x x f 46..6 % a ab x o, x o`O x a o° TREE LINE 45.88 x a`O o a�. b x x ter-_-- �� 46.7 ao. 45.7 46. _ a r o ��� o o �� o w rrr��wa�-t �r s�-� r rr®r o o �� o s ®• -� r �r wr-sr o r o� � go smoMi o 0 0 q u o war r �r ®o r o rqr_� o_®� r r __ aa� b x ab' b1� b1� 47 65 GENERAL NOTES:' 1. ALL DISTURBED AREAS SHALL BE SODDED. 2. COMPLY WITH FLORIDA DEPT. OF TRANSPORTATION ROADWAY & TRAFFIC DESIGN STANDARDS FOR THE FOLLOWING: TYPE "E" & "C" INLET = INDEX No. 232 MITERED END SECTION = INDEX No. 273 TYPE.J MANHOLE = INDEX No. 200 SD HEADNIALL = INDEX No. 250 3. ALL STORM DRAIN INLETS LOCATED IN VEHICULAR TRAFFIC AREAS SHALL RECEIVE A STEEL .ANGLE GRATE SEAT. ALL GRATES SHALL BE TRAFFIC RATED. 4. SEE SHEET C-002 FOR EROSION PROTECTION MEASURES DURING CONSTRUCTION. 5. PROJECT IS NOT LOCATED WITHIN A SPECIAL FLOOD AREA FEMA CLASSIFICATION ZONE "C". LEGEND EXIST. NEW 63.0 FINISH GRADE 4 FLOW PATTERN ^ - CONTOUR STORM DRAIN INLET Op STORM DRAIN LINE SD SD- STORM MANHOLE 0 MITERED END SECTION f _� �T A LWA3Mk 1 .y 12/13/02 30% SUBMITTAL 12/26/02 90% PRICE SET 1/16/03 - PERMIT SET :• r • Issue Date and Purpose Project' ////'�� L53, . r Drawn by: T.OTTAWAY Checked: M. KAL.AGHCHI C-201 File No: 0253f0253C201.DWG r z ;_ j ;' L � V �o w C W . ,...o. Q m ', Z Q w It n 0� DQ, Z. W 6 L" Ln } �tr.. ) �,- 0Nona z� .. .-`Q O a J LLJ a: • -1 CO C Z W� ® 0 w (n W 00 /� 1 �o !. Z > rn m � q C\J ! Co CO o 0 . � zO CY LLJ O JO_ L T O W F- Seal w 12/13/02 30% SUBMITTAL 12/26/02 90% PRICE SET 1/16/03 PERMIT SET i Issue Date and Purpose Project: 253 Drawn by: T.OTTAWAY Ch.e— d Fill KALAGHCNI C--301 Fill No: �✓ 0253/0253C301.UWG ' X ; t'-6" LONG SMOOTH PREMOULDED EXPANSION JOINT 1/4" JOINT FILLER HOLD DOWN DOWEL 6 18" O.C. FILLER STRIP & JOINT SEALER SAW CUT JOINT —_ 1 1/4'` FROM SURFACE 3/4" W/1/8"R TOOLED EDGES #5 x 2'-0" LONG 1/2- #5 x 2'-0" LONG METAL EXP, CAP 1 .5 ASPHALTIC NEW 0 24" O.C. ® 24" O.C. LUBRICATE AND CAP W _ W MAXIMUM MAXIMUM PAVEMENT 1 _#4 1 1/2" 1 1/4" 1/g" THIS ENO OF DOWEL. CONC (TYPE III) " 0' O.C. 30' O.C. T & B - III 1/8„ R FOOLEDJOINT--I f--'/2' " 6„ SOIL CEMENT I to -- - .3/4" � a '14 a II° aI I_III .v .=I—IIIIIh-IIIIII--{I 1I -1I_=IIIIII-I—I1 —I hhIIIIII--Ii I Il—II I• ,I —I I1-I1I—=I1 I—=1I I1I1=-11 I1I I�-1 1I I1--IIIII--1I {1I1=-II =—II I--11 II{i�=II 11—=1t f1I1=TI1 II I——1 1I1=TIIII_-1I I111==II III_i —iI I I1=-fI lI i-11 II -I{ - -=II II Il=-11 11 -1 I II_11 II _-II—i—iII II =-IIIiI 11 II I=—IIiI1I--11 II IIT^i1I I II — II 1111==iI III!-1-11 I I1-=IIIIII. 1I 1=—II I I=1 11,.=.1 0 � o 44 oo a" COMPACTED SUBGRADEI_I° 1=opO0°o °=I I=I Oo°O=III =III -I- II Ill— III=III= II' ,iioo 00 98% PER ASTM D 1557. 3000 P.S.I. AIR oo p 12" COMPACTED 9 IIII — I I i i ENTRAINED CONC. (TYP.) SUBGRADE (TYP.) 3000 PSI AIR ENTRAINED CONC. 6" COMPACTED SUBGRADE $" 6" IIII=IIII_ =IIII=IIII CONTRACTION JOINT - C.J. EXPANSION JOINT - E.J. CONC. WALK - THCKND EDGE CONTRACTION JOINT CONSTRUCTION JOINT (CS.J.) EXPANSION JOINT (E,J.) (SAW JOINT C.J.) NOTES: 1 • A -THICKENED EDGE SHALL BE PROVIDED BETWEEN 4. PROVIDE CONTROL JOINTS ® INTERVALS EQUAL TO NOTE: SIDEWALK AND DRIVEWAYS OR PARKING LOT. SIDEWALK WIDTH (W)• 2. SLOPE CONC. SIDEWALKS AWAY 1. PROVIDE 1/2" RADIUS ON ALL EXPOSED EDGES. FROM BUILDINGS TO PROVIDE POSITIVE DRAINAGE. 5. PROVIDE PREMOLDED EXPANSION JOINT WHERE CONC. 2. PROVIDE THICKENED EDGE WHERE CONC. PAVING 3 PARKING ASPHALT PAVM ENT 3. PROVIDE 2% CROSS SLOPE ON CONC. WALKS TYP. WALK ABUTS BLDG., POLES, AND OTHER CONC. WALKS. ABUTS ASPHALT PAVEMENT, BLOGS,AND PERVIOUS AREAS. 3. PROVIDE 1/2" PREMOLDED EXPANSION JOINT 1 CONCRETE SIDEWALK DETAIL WHERE CONCRETE PAVEMENT ABUTS OTHER CONCRETE PAVEMENT, BUILDING, POLE, ETC. 2 CONC. PAVING DETAIL CONC. NOTE: 1. PROVIDE 1/8" CONTROL JOINTS 0 10' O.C. 2. PROVIDE 6" STABILIZED SUBGRADE BENEATH THE CURB. 4 CONC. CURB C-401 1-1/2" = 1'-0" FINISHED GRADE 3/ 16" -- U CHANNEL GALV. POST FIN. GRADE _ 3000 PSI I (I I I I I^ CONC. t- 8 r-5--� TYP. SIGN POST C-401 3/4" = 1'-O" NEW HC SIGN TYP. � p o o SEE DETAIL THIS SHEET N FOR DISABLED SYMBOL SPECIFICATIONS F--12' --i 5' F 12'--1--10' --i 2"(TYP) -� W W W i m � s NOTES: 1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, OR THE CAPTION "PARKING BY DISABLED PERMIT ONLY." OR BEARING BOTH SUCH SYMBOL AND CAPTION. SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION. 2. FL DOT RECOMMENDS MEASURING PARKING SPACE WIDTH FROM CENTER TO CENTER BETWEEN BLUE AND WHITE STRIPES. 3. COMPLY WITH REQUIREMENTS AND STANDARDS IMPOSED BY CITY OF SANFORD 9 HANDICAP STRIPING DETAIL NOT TO SCALE A TYP) rIQIE: THIS SYMBOL TO BE WHITE D.O.T. PAINT HANDICAP PARKING SYMBOL DETAIL NOT TO SCALE C. PARKING BY DISABLED PERMIT ONLY 1250 FINE CITY ORD. 3211 NOTES: 1. ALL LETTER ARE 1" SERIES "C", PER MUTCD. 2. TOP PORTION OF SIGN SHALL HAVE. REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 5. ONE(1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF SIGN SHALL BE ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). (--6� HANDICAP SIGN DETAIL 2 2 01 NOT TO SCALE EXISTING .ING EDGE OF TRENCH WIDTH VARIES SEE NOTE 10 OF EXISTING PAYMENT (TYP.) W/ SIZE Or PIPE FINISHED GRADE y, MIN. ASPHALTIC CONC. WHEN FLEXIBLE P VEMENT , Y\ IS CUT. \ ` D Y Y � U SEE NOTE 2. ANGLE MAY VARY a m o SEE NOTE 4 PIPE O.D. ` 6' (TYP), - - - SELECT COMMON o w FILL FILL o �- ' m Z 0 0 0 BEDDING ROCK o H 0 oPO�o PIPE BEDDING o 0 0 0 0� (SEE NOTE 8 UNDISTURBED NOTES: EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED 10 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24". AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE , GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL -7 -1 CITY OF SANFORD 1999 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). x PIPE SIZE PVC:C-900/9D5 -- --- ---- --- --- -- - -- --- -- - 4" 6" 8" 10" 12„ 14 16" 18" 20" 24" 90, BEND 21 45 59 45• BEND 14 19 25 22-11/2' BEND 8 9 12 11 -1/4' BEND 5 5 6 PLUG OR BRANCH OF -TEE 70 99 128 NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH 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. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST. RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: x TYPE OF PIPE:___ PVC ___ _ HDPE x WORKING PRESSURE:_L`0, P.S.I. _ _P.S.I. x SOIL DESIGNATION:- SAtOj!T BAWILL_-_--__ 4 LAYING CONDITIONS:_.____ __- --- -_ t TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE ( PVC-HDPE ) CITY OF SANFORD 1999 FIG. 104A FORCE MAIN MANHOLE LINER NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3, APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL { TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200E .09 En THICKNESS (INCHES) DIAMETER HEIGHT (FEET) MATERIAL MANUFACTURER (INCHES) 3-6 7-1 1- 0 1- 5 26-35 48-53 8 8 54-57 58-60 - sr-ss s7-7z SQUARE CUT EDGE Of EXISTING TRENCH WIDTH VARIES SEE NOTE 9 PAYMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE -(1T- \ � 2" MIN. ASPHALTIC CONC. WHEN FLEXIBLE PAVEMENT IS CUT � ANGLE MAY VARY SEE NOTE 2 \([ m z S /• /A SEE NOTE 4 � PIPE O.D. � SELECi g � COMMON r� o TILL m z UNDISTURBED EARTH (SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. I 2. TRENCH BACKFILL- COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO 7-180. PLOWABLE FILL, 100-125 P.S.I„ SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX, 3. -PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR. PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 1 TYPE. B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 TRENCH LIMITS 18" MIN. 61 - ' f /4 BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE.) B - 6" MIN. (TYP.) 71E RODS INCLUDING 4" x 4" x 1/2" NUTS ANHD WASHERS HOT DIPPED GALVINIZEp (SEE SCEDULE BELOW) OR STAINLESS STEEL �� E (6" MIN.) MECHANICAL BEARING PLATE /� (TYP) ` ! JOINTS W4 BARS UNDISTURBED EARTH ENCASE TIE RODS IN - 1-1/2" PVC SLEEVE NOTES: . 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: ------ P.S.I.• D (4 -O MIN.) SEE TRENCH DETAILS FOR PIPE BEDDING - 3" COVER - REQUIREMENTS SCHEDULE OF DIMENSIONS AND MATERIALS PIPE DIMENSIONS TIE RODS REO'D SIZE (INCHES) q B C D DIA. NO. NOTE: THRUST BLOCK AREAS IO BE COMPUTED ON BASIS OF LBS. PER 50. n. SOIL RESTRAINT (1,400 YIN) BEARING. SEE NOTE S • TO BE CONFECT CO BY ENGINEER. WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 •TEE PRECAST ---� MANHOLE - WALL INFLUENT SEWER (SEE NOTE 3) ' CONCRETE ENCASEMENT •� 61OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED (SEE NOTE 1) 90' BEND STANDARD DROP DETAIL PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE WALL STAINLESS STEEL---[� PVC OR BAND C DIP STAINLESS STEEL PIPE CLAMP ' RESILIENT ' CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE. AND FITTINGS SHALL DE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 TIG. 201 AREA FOR UNDISTURBED --� PLUG 501E (TYP.) \ EDGE OF D-{i FRENCH (-(J (TYP.) '.: CROSS W PLUG CROSS W/ TWO PLUGS AREA Fi TEE e WOOD BLOCKING (TYP.) AREA FOR PLUG TEE TEE W PLUG AREA FOR AREA FOR 45' BEND � TEE AREA FOR PLUG TEE W WYE END PLUG THRUST BLOCK- DETAILS CITY OF SANFORD 1999 7 FIG. 103A[--1 7. 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC. TK. DISC ANCHORED IN ANCHORED IN CONC. PAD ({4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. --� ALL AROUND REQ'D. SIZE OF VALVE. ° 'a • M 1e y • TYPE OF VALVE M�tER 2-i/2' SERVICE ° i F DIRECTION & N0. N ° TURNS TO OPEN ° WATER � APPLICABLE VALVE BOX AND COVER •+� Q' (SEE FIG. 1 15) ANCHORS 3000 P.S.I. / MIN. (TO BE APPROVED CONC. MIN. BY CITY) VALVES 16 INCHES AND LARGER ' [ 6" TK. CONC. PAD (FLUSH WITH 2"FINISHED GRADE) ALL AROUND K WATER - P• . APPLICABLE VALVE BOX AND COVER ° ' (SEE FTC. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 RAISED I-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR REI cAcc "nn "r_Tn A,L WATCA" AS APPLICABLE PLAN ALL COVERS USF "AS" OR EQUAL. i� "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY000 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. JHOLE FRAME: USF INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER- CITY OF SANFORD 1999 FIG. 202 OFFSET AS REQ'D) - BENDS WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT BELL SHALL NOT INTERFERE UNDISTURBED � WITH JOINT (TYP.) �, A SOIL (TYP.) CONCRETE THRUST = TRENCH WIDTH BLOCK (TYP.) 8/2 - Q THRUST- z � EDGE OF TRENCH THRUST BLOCK (TYP.) FITTING MINA AREA SQ.. FT.) CONCRETE THRUST BLOCK NOTES: 1. THRUST. BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISiVRBEO MATERIAL WHERE TRENCH WALL HAS BEEN DISTURBED. EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS. NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL 0E ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SNORTER PERIOD. 1to HE COUaLTUD By ENWER. 9 SCHEIRILE FOR iFIRU$1 BLOCK AREAS APi 90 tl 22-I/2 11-1/. TEE 3 0[SKH SI1E BEND BEATBU,O BLIO KVO N,IS$ (Ngts) (so nl Is0 nl (m n) (sB rq (:o rt) ( ) , a 0 11 N� n�r�E amu.aa,awm on MYf a 0�- THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 1036 F T___ . I T PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN - TYPICAL PIPE 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. � SEWER LINE SEWER LINE 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. inn m.[Is INn u[AIs LMn 41425 ' SEiIlA UNC A`ME! LIME RYLR LINE 20.° AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. Inn six[s nn u�.Us uaI ni.us - !CY[A LINE SOME! LINE SEY[R Lot 5[YG UNC SEMEN UN[ SCY[A UNC PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) I EK uNc MAX. y�Eo, u,E � 1 " � xiu, unE � 6" FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. -� FOR SEWER FORCE MAIN -TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH. OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 ooa000a000000 ❑OOQOOOOUQOOD DDDDDDODODaD❑ 0000000000000 OOOOOOUDODDOO o�QRECLAMED ODDi WATER OO❑ ❑O❑ DOODUUDODDOO❑ DDOOOOUOOODUD ❑DDDDDDDD000❑ Dq❑ODgOD000U❑ ❑nnnnnnnnnnnn! ❑DDDa ❑DDDDooD gOOOOODOOD ❑OOODUODDOO ❑oDODODDDDD❑ ❑DO ❑D❑ 000 SEWER O O❑ ODD OOD OOOOgOUDDUDO DDODDDDDD❑ ❑ODODUD❑ �1) RECLAIMED WATER SEWER DDOO ' DOP0000❑ UOQOUDU00❑ O�DODOD0000❑ ❑ODOODOOO❑O❑ ❑OD OD ❑ O,O WATER ❑ D ❑ U00 ❑000 0000000000('JO 0000000.000 OOOOOgU❑ - UUDUO❑ POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE -.RECLAIMED WATER 'GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF 'SANFORD 1999 FIG. 1 1 5 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 45' BEND 22-1/2' BEND 11-i/4' BEND PLUG OR BRANCH I lOF TEE - - - - - -- -- -- --- ----I NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH 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. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: x TYPE OF PIPE:_ _RIP T x WORKING PRESSURE:-_`P.S.I. s SOIL DESIGNATION:________ x LAYING CONDITIONS:_____ * TO BE COMPLETED BY THE ENGINEER 6. FOR HOPE 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. 104E PVC PIPE COLOR PANTONE PURPLE 522C TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. i RECLAIMED WATER MAIN RECLAIMED WATER NAIN 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. 20" AND LARGER PIPE -TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. rrn air arwn„ wrn arN arrwr ,trn arM arum. unrN,o vw Nw wnw.m vartM .." reM,"o viu ur PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) tz" I M 6 INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS MAINS WITH IDENTIFICATION TAPE Nis PIPE IDENTIFICATION (RECLAIMED WATER) CITY OFSANFORD SANFORD 1999 FIG. 109 TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE CONNECTION OaF �,j DETAILS GJOQ O,o MANHOLE FRAME &COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAYED AREAS Z[ AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS.; /• ," :�7/1<� 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) 1'-6" MIN.. w. 3'-0" MAX. INSIDE WAtt-- 'OUTSIDE WA p BITUMINOUS EPDXY COATINGS PRE -PRIMED N p JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. a � PRE -PRIMED PRE -MOLDED (SEE NOTE 5) JOINT SURFACES PLASTIC JOINT SEALER WITH PROTECTIVE m ENCHING PER SPECIFICATIONS JT�1,• 0 (WRAPPER TO - - � BE REMOVED) 6,. COMPLETED REINFORCEMENT AND JOINT - JOINT WITH DETAIL TO BE DESIGNED BY MIN. SQUEEZE-OUT\SQUEEZE-OUT THE ENGINEER AND I I 8" MIN. APPROVED BY THE 9" 4" CITY. -T-�9� �9��- SECTION JOINT 1jETAIL BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE UJ 0 1 . . 1.� UJ > I.J_ Z< TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A �m0 LWRAPPER L V� Q V / �r 12/13/02 30% SUBMITTAL 12/26/02 907, PRICE SET 1/16/03 -PERMIT SET , Issue Dote and Purpose ' Project: 0253 Drown try:. T.OTTAWAY Checked: M. KALAGMCHI �/� O2 File No: "f' 00253 i NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH 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. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST. RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: x TYPE OF PIPE:___ PVC ___ _ HDPE x WORKING PRESSURE:_L`0, P.S.I. _ _P.S.I. x SOIL DESIGNATION:- SAtOj!T BAWILL_-_--__ 4 LAYING CONDITIONS:_.____ __- --- -_ t TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE ( PVC-HDPE ) CITY OF SANFORD 1999 FIG. 104A FORCE MAIN MANHOLE LINER NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3, APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL { TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200E .09 En THICKNESS (INCHES) DIAMETER HEIGHT (FEET) MATERIAL MANUFACTURER (INCHES) 3-6 7-1 1- 0 1- 5 26-35 48-53 8 8 54-57 58-60 - sr-ss s7-7z SQUARE CUT EDGE Of EXISTING TRENCH WIDTH VARIES SEE NOTE 9 PAYMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE -(1T- \ � 2" MIN. ASPHALTIC CONC. WHEN FLEXIBLE PAVEMENT IS CUT � ANGLE MAY VARY SEE NOTE 2 \([ m z S /• /A SEE NOTE 4 � PIPE O.D. � SELECi g � COMMON r� o TILL m z UNDISTURBED EARTH (SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. I 2. TRENCH BACKFILL- COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO 7-180. PLOWABLE FILL, 100-125 P.S.I„ SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX, 3. -PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR. PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 1 TYPE. B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 TRENCH LIMITS 18" MIN. 61 - ' f /4 BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE.) B - 6" MIN. (TYP.) 71E RODS INCLUDING 4" x 4" x 1/2" NUTS ANHD WASHERS HOT DIPPED GALVINIZEp (SEE SCEDULE BELOW) OR STAINLESS STEEL �� E (6" MIN.) MECHANICAL BEARING PLATE /� (TYP) ` ! JOINTS W4 BARS UNDISTURBED EARTH ENCASE TIE RODS IN - 1-1/2" PVC SLEEVE NOTES: . 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: ------ P.S.I.• D (4 -O MIN.) SEE TRENCH DETAILS FOR PIPE BEDDING - 3" COVER - REQUIREMENTS SCHEDULE OF DIMENSIONS AND MATERIALS PIPE DIMENSIONS TIE RODS REO'D SIZE (INCHES) q B C D DIA. NO. NOTE: THRUST BLOCK AREAS IO BE COMPUTED ON BASIS OF LBS. PER 50. n. SOIL RESTRAINT (1,400 YIN) BEARING. SEE NOTE S • TO BE CONFECT CO BY ENGINEER. WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 •TEE PRECAST ---� MANHOLE - WALL INFLUENT SEWER (SEE NOTE 3) ' CONCRETE ENCASEMENT •� 61OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED (SEE NOTE 1) 90' BEND STANDARD DROP DETAIL PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE WALL STAINLESS STEEL---[� PVC OR BAND C DIP STAINLESS STEEL PIPE CLAMP ' RESILIENT ' CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE. AND FITTINGS SHALL DE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 TIG. 201 AREA FOR UNDISTURBED --� PLUG 501E (TYP.) \ EDGE OF D-{i FRENCH (-(J (TYP.) '.: CROSS W PLUG CROSS W/ TWO PLUGS AREA Fi TEE e WOOD BLOCKING (TYP.) AREA FOR PLUG TEE TEE W PLUG AREA FOR AREA FOR 45' BEND � TEE AREA FOR PLUG TEE W WYE END PLUG THRUST BLOCK- DETAILS CITY OF SANFORD 1999 7 FIG. 103A[--1 7. 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC. TK. DISC ANCHORED IN ANCHORED IN CONC. PAD ({4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. --� ALL AROUND REQ'D. SIZE OF VALVE. ° 'a • M 1e y • TYPE OF VALVE M�tER 2-i/2' SERVICE ° i F DIRECTION & N0. N ° TURNS TO OPEN ° WATER � APPLICABLE VALVE BOX AND COVER •+� Q' (SEE FIG. 1 15) ANCHORS 3000 P.S.I. / MIN. (TO BE APPROVED CONC. MIN. BY CITY) VALVES 16 INCHES AND LARGER ' [ 6" TK. CONC. PAD (FLUSH WITH 2"FINISHED GRADE) ALL AROUND K WATER - P• . APPLICABLE VALVE BOX AND COVER ° ' (SEE FTC. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 RAISED I-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR REI cAcc "nn "r_Tn A,L WATCA" AS APPLICABLE PLAN ALL COVERS USF "AS" OR EQUAL. i� "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY000 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. JHOLE FRAME: USF INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER- CITY OF SANFORD 1999 FIG. 202 OFFSET AS REQ'D) - BENDS WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT BELL SHALL NOT INTERFERE UNDISTURBED � WITH JOINT (TYP.) �, A SOIL (TYP.) CONCRETE THRUST = TRENCH WIDTH BLOCK (TYP.) 8/2 - Q THRUST- z � EDGE OF TRENCH THRUST BLOCK (TYP.) FITTING MINA AREA SQ.. FT.) CONCRETE THRUST BLOCK NOTES: 1. THRUST. BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISiVRBEO MATERIAL WHERE TRENCH WALL HAS BEEN DISTURBED. EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS. NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL 0E ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SNORTER PERIOD. 1to HE COUaLTUD By ENWER. 9 SCHEIRILE FOR iFIRU$1 BLOCK AREAS APi 90 tl 22-I/2 11-1/. TEE 3 0[SKH SI1E BEND BEATBU,O BLIO KVO N,IS$ (Ngts) (so nl Is0 nl (m n) (sB rq (:o rt) ( ) , a 0 11 N� n�r�E amu.aa,awm on MYf a 0�- THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 1036 F T___ . I T PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN - TYPICAL PIPE 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. � SEWER LINE SEWER LINE 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. inn m.[Is INn u[AIs LMn 41425 ' SEiIlA UNC A`ME! LIME RYLR LINE 20.° AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. Inn six[s nn u�.Us uaI ni.us - !CY[A LINE SOME! LINE SEY[R Lot 5[YG UNC SEMEN UN[ SCY[A UNC PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) I EK uNc MAX. y�Eo, u,E � 1 " � xiu, unE � 6" FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. -� FOR SEWER FORCE MAIN -TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH. OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 ooa000a000000 ❑OOQOOOOUQOOD DDDDDDODODaD❑ 0000000000000 OOOOOOUDODDOO o�QRECLAMED ODDi WATER OO❑ ❑O❑ DOODUUDODDOO❑ DDOOOOUOOODUD ❑DDDDDDDD000❑ Dq❑ODgOD000U❑ ❑nnnnnnnnnnnn! ❑DDDa ❑DDDDooD gOOOOODOOD ❑OOODUODDOO ❑oDODODDDDD❑ ❑DO ❑D❑ 000 SEWER O O❑ ODD OOD OOOOgOUDDUDO DDODDDDDD❑ ❑ODODUD❑ �1) RECLAIMED WATER SEWER DDOO ' DOP0000❑ UOQOUDU00❑ O�DODOD0000❑ ❑ODOODOOO❑O❑ ❑OD OD ❑ O,O WATER ❑ D ❑ U00 ❑000 0000000000('JO 0000000.000 OOOOOgU❑ - UUDUO❑ POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE -.RECLAIMED WATER 'GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF 'SANFORD 1999 FIG. 1 1 5 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 45' BEND 22-1/2' BEND 11-i/4' BEND PLUG OR BRANCH I lOF TEE - - - - - -- -- -- --- ----I NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH 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. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: x TYPE OF PIPE:_ _RIP T x WORKING PRESSURE:-_`P.S.I. s SOIL DESIGNATION:________ x LAYING CONDITIONS:_____ * TO BE COMPLETED BY THE ENGINEER 6. FOR HOPE 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. 104E PVC PIPE COLOR PANTONE PURPLE 522C TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. i RECLAIMED WATER MAIN RECLAIMED WATER NAIN 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. 20" AND LARGER PIPE -TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. rrn air arwn„ wrn arN arrwr ,trn arM arum. unrN,o vw Nw wnw.m vartM .." reM,"o viu ur PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) tz" I M 6 INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS MAINS WITH IDENTIFICATION TAPE Nis PIPE IDENTIFICATION (RECLAIMED WATER) CITY OFSANFORD SANFORD 1999 FIG. 109 TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE CONNECTION OaF �,j DETAILS GJOQ O,o MANHOLE FRAME &COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAYED AREAS Z[ AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS.; /• ," :�7/1<� 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) 1'-6" MIN.. w. 3'-0" MAX. INSIDE WAtt-- 'OUTSIDE WA p BITUMINOUS EPDXY COATINGS PRE -PRIMED N p JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. a � PRE -PRIMED PRE -MOLDED (SEE NOTE 5) JOINT SURFACES PLASTIC JOINT SEALER WITH PROTECTIVE m ENCHING PER SPECIFICATIONS JT�1,• 0 (WRAPPER TO - - � BE REMOVED) 6,. COMPLETED REINFORCEMENT AND JOINT - JOINT WITH DETAIL TO BE DESIGNED BY MIN. SQUEEZE-OUT\SQUEEZE-OUT THE ENGINEER AND I I 8" MIN. APPROVED BY THE 9" 4" CITY. -T-�9� �9��- SECTION JOINT 1jETAIL BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE UJ 0 1 . . 1.� UJ > I.J_ Z< TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A �m0 LWRAPPER L V� Q V / �r 12/13/02 30% SUBMITTAL 12/26/02 907, PRICE SET 1/16/03 -PERMIT SET , Issue Dote and Purpose ' Project: 0253 Drown try:. T.OTTAWAY Checked: M. KALAGMCHI �/� O2 File No: "f' 00253 i SQUARE CUT EDGE Of EXISTING TRENCH WIDTH VARIES SEE NOTE 9 PAYMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE -(1T- \ � 2" MIN. ASPHALTIC CONC. WHEN FLEXIBLE PAVEMENT IS CUT � ANGLE MAY VARY SEE NOTE 2 \([ m z S /• /A SEE NOTE 4 � PIPE O.D. � SELECi g � COMMON r� o TILL m z UNDISTURBED EARTH (SEE NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. I 2. TRENCH BACKFILL- COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO 7-180. PLOWABLE FILL, 100-125 P.S.I„ SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX, 3. -PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR. PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. B. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 1 TYPE. B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 TRENCH LIMITS 18" MIN. 61 - ' f /4 BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE.) B - 6" MIN. (TYP.) 71E RODS INCLUDING 4" x 4" x 1/2" NUTS ANHD WASHERS HOT DIPPED GALVINIZEp (SEE SCEDULE BELOW) OR STAINLESS STEEL �� E (6" MIN.) MECHANICAL BEARING PLATE /� (TYP) ` ! JOINTS W4 BARS UNDISTURBED EARTH ENCASE TIE RODS IN - 1-1/2" PVC SLEEVE NOTES: . 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: ------ P.S.I.• D (4 -O MIN.) SEE TRENCH DETAILS FOR PIPE BEDDING - 3" COVER - REQUIREMENTS SCHEDULE OF DIMENSIONS AND MATERIALS PIPE DIMENSIONS TIE RODS REO'D SIZE (INCHES) q B C D DIA. NO. NOTE: THRUST BLOCK AREAS IO BE COMPUTED ON BASIS OF LBS. PER 50. n. SOIL RESTRAINT (1,400 YIN) BEARING. SEE NOTE S • TO BE CONFECT CO BY ENGINEER. WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 •TEE PRECAST ---� MANHOLE - WALL INFLUENT SEWER (SEE NOTE 3) ' CONCRETE ENCASEMENT •� 61OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED (SEE NOTE 1) 90' BEND STANDARD DROP DETAIL PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE WALL STAINLESS STEEL---[� PVC OR BAND C DIP STAINLESS STEEL PIPE CLAMP ' RESILIENT ' CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE. AND FITTINGS SHALL DE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 TIG. 201 AREA FOR UNDISTURBED --� PLUG 501E (TYP.) \ EDGE OF D-{i FRENCH (-(J (TYP.) '.: CROSS W PLUG CROSS W/ TWO PLUGS AREA Fi TEE e WOOD BLOCKING (TYP.) AREA FOR PLUG TEE TEE W PLUG AREA FOR AREA FOR 45' BEND � TEE AREA FOR PLUG TEE W WYE END PLUG THRUST BLOCK- DETAILS CITY OF SANFORD 1999 7 FIG. 103A[--1 7. 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC. TK. DISC ANCHORED IN ANCHORED IN CONC. PAD ({4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. --� ALL AROUND REQ'D. SIZE OF VALVE. ° 'a • M 1e y • TYPE OF VALVE M�tER 2-i/2' SERVICE ° i F DIRECTION & N0. N ° TURNS TO OPEN ° WATER � APPLICABLE VALVE BOX AND COVER •+� Q' (SEE FIG. 1 15) ANCHORS 3000 P.S.I. / MIN. (TO BE APPROVED CONC. MIN. BY CITY) VALVES 16 INCHES AND LARGER ' [ 6" TK. CONC. PAD (FLUSH WITH 2"FINISHED GRADE) ALL AROUND K WATER - P• . APPLICABLE VALVE BOX AND COVER ° ' (SEE FTC. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 RAISED I-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR REI cAcc "nn "r_Tn A,L WATCA" AS APPLICABLE PLAN ALL COVERS USF "AS" OR EQUAL. i� "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY000 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. JHOLE FRAME: USF INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER- CITY OF SANFORD 1999 FIG. 202 OFFSET AS REQ'D) - BENDS WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT BELL SHALL NOT INTERFERE UNDISTURBED � WITH JOINT (TYP.) �, A SOIL (TYP.) CONCRETE THRUST = TRENCH WIDTH BLOCK (TYP.) 8/2 - Q THRUST- z � EDGE OF TRENCH THRUST BLOCK (TYP.) FITTING MINA AREA SQ.. FT.) CONCRETE THRUST BLOCK NOTES: 1. THRUST. BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISiVRBEO MATERIAL WHERE TRENCH WALL HAS BEEN DISTURBED. EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS. NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL 0E ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SNORTER PERIOD. 1to HE COUaLTUD By ENWER. 9 SCHEIRILE FOR iFIRU$1 BLOCK AREAS APi 90 tl 22-I/2 11-1/. TEE 3 0[SKH SI1E BEND BEATBU,O BLIO KVO N,IS$ (Ngts) (so nl Is0 nl (m n) (sB rq (:o rt) ( ) , a 0 11 N� n�r�E amu.aa,awm on MYf a 0�- THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 1036 F T___ . I T PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN - TYPICAL PIPE 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. � SEWER LINE SEWER LINE 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. inn m.[Is INn u[AIs LMn 41425 ' SEiIlA UNC A`ME! LIME RYLR LINE 20.° AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. Inn six[s nn u�.Us uaI ni.us - !CY[A LINE SOME! LINE SEY[R Lot 5[YG UNC SEMEN UN[ SCY[A UNC PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) I EK uNc MAX. y�Eo, u,E � 1 " � xiu, unE � 6" FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. -� FOR SEWER FORCE MAIN -TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH. OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 ooa000a000000 ❑OOQOOOOUQOOD DDDDDDODODaD❑ 0000000000000 OOOOOOUDODDOO o�QRECLAMED ODDi WATER OO❑ ❑O❑ DOODUUDODDOO❑ DDOOOOUOOODUD ❑DDDDDDDD000❑ Dq❑ODgOD000U❑ ❑nnnnnnnnnnnn! ❑DDDa ❑DDDDooD gOOOOODOOD ❑OOODUODDOO ❑oDODODDDDD❑ ❑DO ❑D❑ 000 SEWER O O❑ ODD OOD OOOOgOUDDUDO DDODDDDDD❑ ❑ODODUD❑ �1) RECLAIMED WATER SEWER DDOO ' DOP0000❑ UOQOUDU00❑ O�DODOD0000❑ ❑ODOODOOO❑O❑ ❑OD OD ❑ O,O WATER ❑ D ❑ U00 ❑000 0000000000('JO 0000000.000 OOOOOgU❑ - UUDUO❑ POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE -.RECLAIMED WATER 'GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF 'SANFORD 1999 FIG. 1 1 5 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 45' BEND 22-1/2' BEND 11-i/4' BEND PLUG OR BRANCH I lOF TEE - - - - - -- -- -- --- ----I NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH 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. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: x TYPE OF PIPE:_ _RIP T x WORKING PRESSURE:-_`P.S.I. s SOIL DESIGNATION:________ x LAYING CONDITIONS:_____ * TO BE COMPLETED BY THE ENGINEER 6. FOR HOPE 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. 104E PVC PIPE COLOR PANTONE PURPLE 522C TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. i RECLAIMED WATER MAIN RECLAIMED WATER NAIN 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. 20" AND LARGER PIPE -TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. rrn air arwn„ wrn arN arrwr ,trn arM arum. unrN,o vw Nw wnw.m vartM .." reM,"o viu ur PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) tz" I M 6 INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS MAINS WITH IDENTIFICATION TAPE Nis PIPE IDENTIFICATION (RECLAIMED WATER) CITY OFSANFORD SANFORD 1999 FIG. 109 TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE CONNECTION OaF �,j DETAILS GJOQ O,o MANHOLE FRAME &COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAYED AREAS Z[ AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS.; /• ," :�7/1<� 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) 1'-6" MIN.. w. 3'-0" MAX. INSIDE WAtt-- 'OUTSIDE WA p BITUMINOUS EPDXY COATINGS PRE -PRIMED N p JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. a � PRE -PRIMED PRE -MOLDED (SEE NOTE 5) JOINT SURFACES PLASTIC JOINT SEALER WITH PROTECTIVE m ENCHING PER SPECIFICATIONS JT�1,• 0 (WRAPPER TO - - � BE REMOVED) 6,. COMPLETED REINFORCEMENT AND JOINT - JOINT WITH DETAIL TO BE DESIGNED BY MIN. SQUEEZE-OUT\SQUEEZE-OUT THE ENGINEER AND I I 8" MIN. APPROVED BY THE 9" 4" CITY. -T-�9� �9��- SECTION JOINT 1jETAIL BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE UJ 0 1 . . 1.� UJ > I.J_ Z< TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A �m0 LWRAPPER L V� Q V / �r 12/13/02 30% SUBMITTAL 12/26/02 907, PRICE SET 1/16/03 -PERMIT SET , Issue Dote and Purpose ' Project: 0253 Drown try:. T.OTTAWAY Checked: M. KALAGMCHI �/� O2 File No: "f' 00253 i WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 •TEE PRECAST ---� MANHOLE - WALL INFLUENT SEWER (SEE NOTE 3) ' CONCRETE ENCASEMENT •� 61OF VERTICAL PIPE INLET CONNECTION DROP PIPE AS REQUIRED (SEE NOTE 1) 90' BEND STANDARD DROP DETAIL PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE WALL STAINLESS STEEL---[� PVC OR BAND C DIP STAINLESS STEEL PIPE CLAMP ' RESILIENT ' CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE. AND FITTINGS SHALL DE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 TIG. 201 AREA FOR UNDISTURBED --� PLUG 501E (TYP.) \ EDGE OF D-{i FRENCH (-(J (TYP.) '.: CROSS W PLUG CROSS W/ TWO PLUGS AREA Fi TEE e WOOD BLOCKING (TYP.) AREA FOR PLUG TEE TEE W PLUG AREA FOR AREA FOR 45' BEND � TEE AREA FOR PLUG TEE W WYE END PLUG THRUST BLOCK- DETAILS CITY OF SANFORD 1999 7 FIG. 103A[--1 7. 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC. TK. DISC ANCHORED IN ANCHORED IN CONC. PAD ({4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. --� ALL AROUND REQ'D. SIZE OF VALVE. ° 'a • M 1e y • TYPE OF VALVE M�tER 2-i/2' SERVICE ° i F DIRECTION & N0. N ° TURNS TO OPEN ° WATER � APPLICABLE VALVE BOX AND COVER •+� Q' (SEE FIG. 1 15) ANCHORS 3000 P.S.I. / MIN. (TO BE APPROVED CONC. MIN. BY CITY) VALVES 16 INCHES AND LARGER ' [ 6" TK. CONC. PAD (FLUSH WITH 2"FINISHED GRADE) ALL AROUND K WATER - P• . APPLICABLE VALVE BOX AND COVER ° ' (SEE FTC. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 RAISED I-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR REI cAcc "nn "r_Tn A,L WATCA" AS APPLICABLE PLAN ALL COVERS USF "AS" OR EQUAL. i� "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY000 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. JHOLE FRAME: USF INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER- CITY OF SANFORD 1999 FIG. 202 OFFSET AS REQ'D) - BENDS WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT BELL SHALL NOT INTERFERE UNDISTURBED � WITH JOINT (TYP.) �, A SOIL (TYP.) CONCRETE THRUST = TRENCH WIDTH BLOCK (TYP.) 8/2 - Q THRUST- z � EDGE OF TRENCH THRUST BLOCK (TYP.) FITTING MINA AREA SQ.. FT.) CONCRETE THRUST BLOCK NOTES: 1. THRUST. BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISiVRBEO MATERIAL WHERE TRENCH WALL HAS BEEN DISTURBED. EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS. NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL 0E ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SNORTER PERIOD. 1to HE COUaLTUD By ENWER. 9 SCHEIRILE FOR iFIRU$1 BLOCK AREAS APi 90 tl 22-I/2 11-1/. TEE 3 0[SKH SI1E BEND BEATBU,O BLIO KVO N,IS$ (Ngts) (so nl Is0 nl (m n) (sB rq (:o rt) ( ) , a 0 11 N� n�r�E amu.aa,awm on MYf a 0�- THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 1036 F T___ . I T PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN - TYPICAL PIPE 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. � SEWER LINE SEWER LINE 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. inn m.[Is INn u[AIs LMn 41425 ' SEiIlA UNC A`ME! LIME RYLR LINE 20.° AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. Inn six[s nn u�.Us uaI ni.us - !CY[A LINE SOME! LINE SEY[R Lot 5[YG UNC SEMEN UN[ SCY[A UNC PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) I EK uNc MAX. y�Eo, u,E � 1 " � xiu, unE � 6" FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. -� FOR SEWER FORCE MAIN -TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH. OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 ooa000a000000 ❑OOQOOOOUQOOD DDDDDDODODaD❑ 0000000000000 OOOOOOUDODDOO o�QRECLAMED ODDi WATER OO❑ ❑O❑ DOODUUDODDOO❑ DDOOOOUOOODUD ❑DDDDDDDD000❑ Dq❑ODgOD000U❑ ❑nnnnnnnnnnnn! ❑DDDa ❑DDDDooD gOOOOODOOD ❑OOODUODDOO ❑oDODODDDDD❑ ❑DO ❑D❑ 000 SEWER O O❑ ODD OOD OOOOgOUDDUDO DDODDDDDD❑ ❑ODODUD❑ �1) RECLAIMED WATER SEWER DDOO ' DOP0000❑ UOQOUDU00❑ O�DODOD0000❑ ❑ODOODOOO❑O❑ ❑OD OD ❑ O,O WATER ❑ D ❑ U00 ❑000 0000000000('JO 0000000.000 OOOOOgU❑ - UUDUO❑ POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE -.RECLAIMED WATER 'GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF 'SANFORD 1999 FIG. 1 1 5 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 45' BEND 22-1/2' BEND 11-i/4' BEND PLUG OR BRANCH I lOF TEE - - - - - -- -- -- --- ----I NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH 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. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: x TYPE OF PIPE:_ _RIP T x WORKING PRESSURE:-_`P.S.I. s SOIL DESIGNATION:________ x LAYING CONDITIONS:_____ * TO BE COMPLETED BY THE ENGINEER 6. FOR HOPE 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. 104E PVC PIPE COLOR PANTONE PURPLE 522C TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. i RECLAIMED WATER MAIN RECLAIMED WATER NAIN 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. 20" AND LARGER PIPE -TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. rrn air arwn„ wrn arN arrwr ,trn arM arum. unrN,o vw Nw wnw.m vartM .." reM,"o viu ur PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) tz" I M 6 INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS MAINS WITH IDENTIFICATION TAPE Nis PIPE IDENTIFICATION (RECLAIMED WATER) CITY OFSANFORD SANFORD 1999 FIG. 109 TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE CONNECTION OaF �,j DETAILS GJOQ O,o MANHOLE FRAME &COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAYED AREAS Z[ AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS.; /• ," :�7/1<� 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) 1'-6" MIN.. w. 3'-0" MAX. INSIDE WAtt-- 'OUTSIDE WA p BITUMINOUS EPDXY COATINGS PRE -PRIMED N p JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. a � PRE -PRIMED PRE -MOLDED (SEE NOTE 5) JOINT SURFACES PLASTIC JOINT SEALER WITH PROTECTIVE m ENCHING PER SPECIFICATIONS JT�1,• 0 (WRAPPER TO - - � BE REMOVED) 6,. COMPLETED REINFORCEMENT AND JOINT - JOINT WITH DETAIL TO BE DESIGNED BY MIN. SQUEEZE-OUT\SQUEEZE-OUT THE ENGINEER AND I I 8" MIN. APPROVED BY THE 9" 4" CITY. -T-�9� �9��- SECTION JOINT 1jETAIL BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE UJ 0 1 . . 1.� UJ > I.J_ Z< TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A �m0 LWRAPPER L V� Q V / �r 12/13/02 30% SUBMITTAL 12/26/02 907, PRICE SET 1/16/03 -PERMIT SET , Issue Dote and Purpose ' Project: 0253 Drown try:. T.OTTAWAY Checked: M. KALAGMCHI �/� O2 File No: "f' 00253 i RAISED I-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR REI cAcc "nn "r_Tn A,L WATCA" AS APPLICABLE PLAN ALL COVERS USF "AS" OR EQUAL. i� "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY000 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. JHOLE FRAME: USF INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER- CITY OF SANFORD 1999 FIG. 202 OFFSET AS REQ'D) - BENDS WOOD FORM BOARDS BEHIND EDGE OF CROSSCUT BELL SHALL NOT INTERFERE UNDISTURBED � WITH JOINT (TYP.) �, A SOIL (TYP.) CONCRETE THRUST = TRENCH WIDTH BLOCK (TYP.) 8/2 - Q THRUST- z � EDGE OF TRENCH THRUST BLOCK (TYP.) FITTING MINA AREA SQ.. FT.) CONCRETE THRUST BLOCK NOTES: 1. THRUST. BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISiVRBEO MATERIAL WHERE TRENCH WALL HAS BEEN DISTURBED. EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS. NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL 0E ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SNORTER PERIOD. 1to HE COUaLTUD By ENWER. 9 SCHEIRILE FOR iFIRU$1 BLOCK AREAS APi 90 tl 22-I/2 11-1/. TEE 3 0[SKH SI1E BEND BEATBU,O BLIO KVO N,IS$ (Ngts) (so nl Is0 nl (m n) (sB rq (:o rt) ( ) , a 0 11 N� n�r�E amu.aa,awm on MYf a 0�- THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 1036 F T___ . I T PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN - TYPICAL PIPE 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. � SEWER LINE SEWER LINE 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. inn m.[Is INn u[AIs LMn 41425 ' SEiIlA UNC A`ME! LIME RYLR LINE 20.° AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. Inn six[s nn u�.Us uaI ni.us - !CY[A LINE SOME! LINE SEY[R Lot 5[YG UNC SEMEN UN[ SCY[A UNC PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) I EK uNc MAX. y�Eo, u,E � 1 " � xiu, unE � 6" FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. -� FOR SEWER FORCE MAIN -TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH. OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 ooa000a000000 ❑OOQOOOOUQOOD DDDDDDODODaD❑ 0000000000000 OOOOOOUDODDOO o�QRECLAMED ODDi WATER OO❑ ❑O❑ DOODUUDODDOO❑ DDOOOOUOOODUD ❑DDDDDDDD000❑ Dq❑ODgOD000U❑ ❑nnnnnnnnnnnn! ❑DDDa ❑DDDDooD gOOOOODOOD ❑OOODUODDOO ❑oDODODDDDD❑ ❑DO ❑D❑ 000 SEWER O O❑ ODD OOD OOOOgOUDDUDO DDODDDDDD❑ ❑ODODUD❑ �1) RECLAIMED WATER SEWER DDOO ' DOP0000❑ UOQOUDU00❑ O�DODOD0000❑ ❑ODOODOOO❑O❑ ❑OD OD ❑ O,O WATER ❑ D ❑ U00 ❑000 0000000000('JO 0000000.000 OOOOOgU❑ - UUDUO❑ POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE -.RECLAIMED WATER 'GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF 'SANFORD 1999 FIG. 1 1 5 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 45' BEND 22-1/2' BEND 11-i/4' BEND PLUG OR BRANCH I lOF TEE - - - - - -- -- -- --- ----I NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH 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. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: x TYPE OF PIPE:_ _RIP T x WORKING PRESSURE:-_`P.S.I. s SOIL DESIGNATION:________ x LAYING CONDITIONS:_____ * TO BE COMPLETED BY THE ENGINEER 6. FOR HOPE 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. 104E PVC PIPE COLOR PANTONE PURPLE 522C TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. i RECLAIMED WATER MAIN RECLAIMED WATER NAIN 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. 20" AND LARGER PIPE -TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. rrn air arwn„ wrn arN arrwr ,trn arM arum. unrN,o vw Nw wnw.m vartM .." reM,"o viu ur PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) tz" I M 6 INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS MAINS WITH IDENTIFICATION TAPE Nis PIPE IDENTIFICATION (RECLAIMED WATER) CITY OFSANFORD SANFORD 1999 FIG. 109 TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE CONNECTION OaF �,j DETAILS GJOQ O,o MANHOLE FRAME &COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAYED AREAS Z[ AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS.; /• ," :�7/1<� 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) 1'-6" MIN.. w. 3'-0" MAX. INSIDE WAtt-- 'OUTSIDE WA p BITUMINOUS EPDXY COATINGS PRE -PRIMED N p JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. a � PRE -PRIMED PRE -MOLDED (SEE NOTE 5) JOINT SURFACES PLASTIC JOINT SEALER WITH PROTECTIVE m ENCHING PER SPECIFICATIONS JT�1,• 0 (WRAPPER TO - - � BE REMOVED) 6,. COMPLETED REINFORCEMENT AND JOINT - JOINT WITH DETAIL TO BE DESIGNED BY MIN. SQUEEZE-OUT\SQUEEZE-OUT THE ENGINEER AND I I 8" MIN. APPROVED BY THE 9" 4" CITY. -T-�9� �9��- SECTION JOINT 1jETAIL BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE UJ 0 1 . . 1.� UJ > I.J_ Z< TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A �m0 LWRAPPER L V� Q V / �r 12/13/02 30% SUBMITTAL 12/26/02 907, PRICE SET 1/16/03 -PERMIT SET , Issue Dote and Purpose ' Project: 0253 Drown try:. T.OTTAWAY Checked: M. KALAGMCHI �/� O2 File No: "f' 00253 i SCHEIRILE FOR iFIRU$1 BLOCK AREAS APi 90 tl 22-I/2 11-1/. TEE 3 0[SKH SI1E BEND BEATBU,O BLIO KVO N,IS$ (Ngts) (so nl Is0 nl (m n) (sB rq (:o rt) ( ) , a 0 11 N� n�r�E amu.aa,awm on MYf a 0�- THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 1036 F T___ . I T PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN - TYPICAL PIPE 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. � SEWER LINE SEWER LINE 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. inn m.[Is INn u[AIs LMn 41425 ' SEiIlA UNC A`ME! LIME RYLR LINE 20.° AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. Inn six[s nn u�.Us uaI ni.us - !CY[A LINE SOME! LINE SEY[R Lot 5[YG UNC SEMEN UN[ SCY[A UNC PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) I EK uNc MAX. y�Eo, u,E � 1 " � xiu, unE � 6" FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. -� FOR SEWER FORCE MAIN -TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH. OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 ooa000a000000 ❑OOQOOOOUQOOD DDDDDDODODaD❑ 0000000000000 OOOOOOUDODDOO o�QRECLAMED ODDi WATER OO❑ ❑O❑ DOODUUDODDOO❑ DDOOOOUOOODUD ❑DDDDDDDD000❑ Dq❑ODgOD000U❑ ❑nnnnnnnnnnnn! ❑DDDa ❑DDDDooD gOOOOODOOD ❑OOODUODDOO ❑oDODODDDDD❑ ❑DO ❑D❑ 000 SEWER O O❑ ODD OOD OOOOgOUDDUDO DDODDDDDD❑ ❑ODODUD❑ �1) RECLAIMED WATER SEWER DDOO ' DOP0000❑ UOQOUDU00❑ O�DODOD0000❑ ❑ODOODOOO❑O❑ ❑OD OD ❑ O,O WATER ❑ D ❑ U00 ❑000 0000000000('JO 0000000.000 OOOOOgU❑ - UUDUO❑ POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE -.RECLAIMED WATER 'GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF 'SANFORD 1999 FIG. 1 1 5 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 45' BEND 22-1/2' BEND 11-i/4' BEND PLUG OR BRANCH I lOF TEE - - - - - -- -- -- --- ----I NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH 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. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: x TYPE OF PIPE:_ _RIP T x WORKING PRESSURE:-_`P.S.I. s SOIL DESIGNATION:________ x LAYING CONDITIONS:_____ * TO BE COMPLETED BY THE ENGINEER 6. FOR HOPE 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. 104E PVC PIPE COLOR PANTONE PURPLE 522C TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. i RECLAIMED WATER MAIN RECLAIMED WATER NAIN 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. 20" AND LARGER PIPE -TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. rrn air arwn„ wrn arN arrwr ,trn arM arum. unrN,o vw Nw wnw.m vartM .." reM,"o viu ur PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) tz" I M 6 INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS MAINS WITH IDENTIFICATION TAPE Nis PIPE IDENTIFICATION (RECLAIMED WATER) CITY OFSANFORD SANFORD 1999 FIG. 109 TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE CONNECTION OaF �,j DETAILS GJOQ O,o MANHOLE FRAME &COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAYED AREAS Z[ AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS.; /• ," :�7/1<� 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) 1'-6" MIN.. w. 3'-0" MAX. INSIDE WAtt-- 'OUTSIDE WA p BITUMINOUS EPDXY COATINGS PRE -PRIMED N p JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. a � PRE -PRIMED PRE -MOLDED (SEE NOTE 5) JOINT SURFACES PLASTIC JOINT SEALER WITH PROTECTIVE m ENCHING PER SPECIFICATIONS JT�1,• 0 (WRAPPER TO - - � BE REMOVED) 6,. COMPLETED REINFORCEMENT AND JOINT - JOINT WITH DETAIL TO BE DESIGNED BY MIN. SQUEEZE-OUT\SQUEEZE-OUT THE ENGINEER AND I I 8" MIN. APPROVED BY THE 9" 4" CITY. -T-�9� �9��- SECTION JOINT 1jETAIL BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE UJ 0 1 . . 1.� UJ > I.J_ Z< TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A �m0 LWRAPPER L V� Q V / �r 12/13/02 30% SUBMITTAL 12/26/02 907, PRICE SET 1/16/03 -PERMIT SET , Issue Dote and Purpose ' Project: 0253 Drown try:. T.OTTAWAY Checked: M. KALAGMCHI �/� O2 File No: "f' 00253 i BLOCK DETAILS CITY OF SANFORD 1999 FIG. 1036 F T___ . I T PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN - TYPICAL PIPE 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. � SEWER LINE SEWER LINE 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. inn m.[Is INn u[AIs LMn 41425 ' SEiIlA UNC A`ME! LIME RYLR LINE 20.° AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. Inn six[s nn u�.Us uaI ni.us - !CY[A LINE SOME! LINE SEY[R Lot 5[YG UNC SEMEN UN[ SCY[A UNC PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) I EK uNc MAX. y�Eo, u,E � 1 " � xiu, unE � 6" FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LETTERING. -� FOR SEWER FORCE MAIN -TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH. OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 ooa000a000000 ❑OOQOOOOUQOOD DDDDDDODODaD❑ 0000000000000 OOOOOOUDODDOO o�QRECLAMED ODDi WATER OO❑ ❑O❑ DOODUUDODDOO❑ DDOOOOUOOODUD ❑DDDDDDDD000❑ Dq❑ODgOD000U❑ ❑nnnnnnnnnnnn! ❑DDDa ❑DDDDooD gOOOOODOOD ❑OOODUODDOO ❑oDODODDDDD❑ ❑DO ❑D❑ 000 SEWER O O❑ ODD OOD OOOOgOUDDUDO DDODDDDDD❑ ❑ODODUD❑ �1) RECLAIMED WATER SEWER DDOO ' DOP0000❑ UOQOUDU00❑ O�DODOD0000❑ ❑ODOODOOO❑O❑ ❑OD OD ❑ O,O WATER ❑ D ❑ U00 ❑000 0000000000('JO 0000000.000 OOOOOgU❑ - UUDUO❑ POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE -.RECLAIMED WATER 'GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF 'SANFORD 1999 FIG. 1 1 5 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). DIP: CL350 PIPE SIZE 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 45' BEND 22-1/2' BEND 11-i/4' BEND PLUG OR BRANCH I lOF TEE - - - - - -- -- -- --- ----I NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH 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. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: x TYPE OF PIPE:_ _RIP T x WORKING PRESSURE:-_`P.S.I. s SOIL DESIGNATION:________ x LAYING CONDITIONS:_____ * TO BE COMPLETED BY THE ENGINEER 6. FOR HOPE 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. 104E PVC PIPE COLOR PANTONE PURPLE 522C TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. i RECLAIMED WATER MAIN RECLAIMED WATER NAIN 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. 20" AND LARGER PIPE -TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. rrn air arwn„ wrn arN arrwr ,trn arM arum. unrN,o vw Nw wnw.m vartM .." reM,"o viu ur PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) tz" I M 6 INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS MAINS WITH IDENTIFICATION TAPE Nis PIPE IDENTIFICATION (RECLAIMED WATER) CITY OFSANFORD SANFORD 1999 FIG. 109 TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE CONNECTION OaF �,j DETAILS GJOQ O,o MANHOLE FRAME &COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAYED AREAS Z[ AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS.; /• ," :�7/1<� 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) 1'-6" MIN.. w. 3'-0" MAX. INSIDE WAtt-- 'OUTSIDE WA p BITUMINOUS EPDXY COATINGS PRE -PRIMED N p JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. a � PRE -PRIMED PRE -MOLDED (SEE NOTE 5) JOINT SURFACES PLASTIC JOINT SEALER WITH PROTECTIVE m ENCHING PER SPECIFICATIONS JT�1,• 0 (WRAPPER TO - - � BE REMOVED) 6,. COMPLETED REINFORCEMENT AND JOINT - JOINT WITH DETAIL TO BE DESIGNED BY MIN. SQUEEZE-OUT\SQUEEZE-OUT THE ENGINEER AND I I 8" MIN. APPROVED BY THE 9" 4" CITY. -T-�9� �9��- SECTION JOINT 1jETAIL BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE UJ 0 1 . . 1.� UJ > I.J_ Z< TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A �m0 LWRAPPER L V� Q V / �r 12/13/02 30% SUBMITTAL 12/26/02 907, PRICE SET 1/16/03 -PERMIT SET , Issue Dote and Purpose ' Project: 0253 Drown try:. T.OTTAWAY Checked: M. KALAGMCHI �/� O2 File No: "f' 00253 i PVC PIPE COLOR PANTONE PURPLE 522C TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. i RECLAIMED WATER MAIN RECLAIMED WATER NAIN 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. 20" AND LARGER PIPE -TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. rrn air arwn„ wrn arN arrwr ,trn arM arum. unrN,o vw Nw wnw.m vartM .." reM,"o viu ur PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) tz" I M 6 INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS MAINS WITH IDENTIFICATION TAPE Nis PIPE IDENTIFICATION (RECLAIMED WATER) CITY OFSANFORD SANFORD 1999 FIG. 109 TROWEL -FINISHED CONCRETE BENCHING CONCRETE BASE SEE MANHOLE CONNECTION OaF �,j DETAILS GJOQ O,o MANHOLE FRAME &COVER (SEE FIGURE 202) SET COVERS FLUSH IN PAYED AREAS Z[ AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS.; /• ," :�7/1<� 2 COURSES OF BRICK (MIN.) 4 COURSES (MAX.) 1'-6" MIN.. w. 3'-0" MAX. INSIDE WAtt-- 'OUTSIDE WA p BITUMINOUS EPDXY COATINGS PRE -PRIMED N p JOINT SURFACES PER SPECIFICATIONS 4'-0" 5" MIN. a � PRE -PRIMED PRE -MOLDED (SEE NOTE 5) JOINT SURFACES PLASTIC JOINT SEALER WITH PROTECTIVE m ENCHING PER SPECIFICATIONS JT�1,• 0 (WRAPPER TO - - � BE REMOVED) 6,. COMPLETED REINFORCEMENT AND JOINT - JOINT WITH DETAIL TO BE DESIGNED BY MIN. SQUEEZE-OUT\SQUEEZE-OUT THE ENGINEER AND I I 8" MIN. APPROVED BY THE 9" 4" CITY. -T-�9� �9��- SECTION JOINT 1jETAIL BEDDING ROCK 2" MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE UJ 0 1 . . 1.� UJ > I.J_ Z< TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 200A �m0 LWRAPPER L V� Q V / �r 12/13/02 30% SUBMITTAL 12/26/02 907, PRICE SET 1/16/03 -PERMIT SET , Issue Dote and Purpose ' Project: 0253 Drown try:. T.OTTAWAY Checked: M. KALAGMCHI �/� O2 File No: "f' 00253 i �m0 LWRAPPER L V� Q V / �r 12/13/02 30% SUBMITTAL 12/26/02 907, PRICE SET 1/16/03 -PERMIT SET , Issue Dote and Purpose ' Project: 0253 Drown try:. T.OTTAWAY Checked: M. KALAGMCHI �/� O2 File No: "f' 00253 i LIA 1 1 t 0 �0001 ❑pppp0 oUppppppoo ❑pppoppppo❑ ❑ppppppppppp ❑p❑ ppa ❑p❑ SEWER ❑p0 El0❑ a UUD 000000000000 �❑o 00D000DO pppoppp❑ pUUUUUU RECLAIMED WATER SEWER poop poop pop❑ 01) 000p00❑ 000002000000 000000000000 000 000 pop WATER pop Op❑ --- p000000000OU - - 0000000000 0000000❑ ❑00000 POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 1999 FIG. 115 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) AT FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE -� (SEE FIGURE 107) \� ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 BOX SHALL REST ON BEDDING ROCK, NOT M.J. PLUG VALVE ON VALVE OR PIPE B AND SHALL BE CONTINUOUS COLOR CENTERED ON CODED .14 GAUGE OPERATING NUT INSULATED WIRE (NQN-METALLIC' PIPES ONLY) WASTEWATER 6" BEDDING ROCK FORCE MAIN NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 1 PLUG VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 203 BALL VALVE FOR 2 - INCHES AND BELOW (DOMESTIC AND IRRI- GATION ONLY. 2 REQUIRED) TEST COCK TYP. THREADED NIPPLE (TYP._ SLOPE�/ I • f ' MAIN :1 i 3 N i0 ,•l FINAL GRADE DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY �- DIELECTRIC UNION (2 REQUIRED) 90' BEND (2 REQUIRED) SLOPE TO r--' SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: 1. ALL PIPE FITIINGS, MATERIALS. LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2, ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE SODA). 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 500D). 4. VALVES SHALL BE CHAINED CLOSEO.(FIGURE 5008) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 5000). 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GAZE VALVE SHALL BE INSTALLED Al THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 5008) DOUBLE'CHECK OR REDUCED PRESSURE ZONE DETECrO$ ASSEMBLY CITY OF SANFORD 1999 FIG. 500A 6" BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) i- FINISHED GRADE 24" DIA. MIN. 3000 PSI CONC. Al 4 NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD _T CITY OF SANFORD 1999 FIG. 116 VARIES (TYP) Lot 'IVIE WIIH 8" BRANCH LINE"",, -SEWER 41uN SIZE VARIES 6' MAX. B' 45' WYE WITH BEND 6' BRANCH ` SERVICE CLEAN -OUT (SEE NOTE 2) REMOVABLE PERMANENT PLUG (TYP) SERVICE CLEAN-001 PLUG (tYP) (SEE NOIC 2) LOT LINE 7 TYPICAL LOCATION OF LOCATOR DEVICE B' 4S' jj BEND a SERVICE CLEAN -OUT PLAN (SEE NOTE 2) FIHMHED GRADE `?W11a7J SLOPE to ' /18',PVC IERMINAL DEPTH AT I.". MIN. (TYP) TERMINAL DEPTH e ROTAIE d' PVC AS REQUIRED FOR 3P (IYp) SPRING LINE SERVICE (Y MIN.) TERMINAL DEPTH (SEE NOIE t (TYP.) AS REQUIRED FOR ) SEWER MAIN SERVICE (3' MIN.) SINGLE DOUBLE SERVICE SERVICE PROFIL NOTES: I. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT 4. RESIDENTIAL SERVICES..SHALL BE 4 INCHES a NON-RESIDENVAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. . 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT 10 THE SIUBOUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UIRJIIES MANUAL). SANITARY SEWER LATERAL DETAIL CITY OF SANFORD 1999 FIG. 204 CONCRETE IRUWEL-FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME 4T COVER . (SEE FIGURE SET COVERS FLUSH IN PAVED AREAS 3 AT FRAMES BEDDEDED IN MORTAR ELEVATIONS SHOWN IN - ��� UNPAVED AREAS. r'Ylh �r r, 2 COURSES OF BRICK (MIN.) - 4 COURSES (MAX.) C--6" MIN. . MAX. g` 2'-0" INSIDE W OUTSIDE WALL BITUMINOUS EPDXY COATINGS o v� PRgg PWMED JOINT SURFACES PER SPECIFICATIONS (SEE NOTE 5) I W 4'-0" S" MIN. tY PRE -PRIMED JOINT SURFACES PRE-I+OLDEO PLASTIC JOINT SEALER WITH PROIECHVE m ENCHING PER SPECIFICATIONS -� �12; 1. ID & WRAPPER (WRAPPER 10. BE REMOVED) REINFORCEMENt AND JOINT -� 6. COMPLETED JOINT WITH MIN.. SQUEEZE -OUT\ DETAIL TO BE DESIGNED BY SQUEEZE -OUT THE ENGINEER AND L I 0' MIN. ---r APPROVED BY THE CITY. I I^T SECTION JOINT -..19'(.. IlEIBLL BEDDING ROCK 2" MIN. - CAST -IN -PLACE PRECAST MONOLITHIC _ CONCRETE BASE BASE TYPICAL MANHOLE DETAIL CITY OF . SANFORD 1999 FIG. 200A DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY O.S. h Y. .RESILIENT SEAT GATE VALVE. (2 REQUIRED) TEST COCK (TYP.) . RODS ON D.I.P. RISER (TYP) FLANGED 90' BEND� 4" CONCRETE SLAB (2 RED.) WITH NO. 6 x 6 z k W10 x WIG, z WIRE MESH n SLOPE I-..-24"- SLOPE �;�\�OP�j,\, \ \ \\ \ \��\n •\ \ t 1/2" PREFORMED JOINT \ ..ice. /\ MATERIAL BETWEEN- GAOJUSTABIE PIPE 36" MIN. COVER\\7SUfSdORt SfANDS`7 PIPE AND CONCRETE \ a \ \\ \�i\Y\�i\�i\�\�i\ \\ , SLAB (TYP FROM MAN- - �-90' BEND (2 ftEO.) to SERVICE THRUST COLLAR ROUGED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE CITY BACK 10 VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL VALVE I'D" MIN (2 REQUIRED) - 5'0" MIN I CONCRETE SLAB ABOVE GROUND DEVICE WITH z'o" MIN DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY. CITY OF SANFORD 1999 FIG. 500E A SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE -� i SEE NOTE 2 --� RESILIENT SEAT -� M. J. GATE VALVE WATER MAIN COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) IF ADJUSTABLE CAST IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT (CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER 6" BEDDING ROCK . LOCATING WIRE r NOTES: 1, PVC EXTENSIONS M1 AY Be USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS. IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. GATE VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. :4:0:0] TEMPORARY JUMPER CONNECTION NOTES: 1. A temporary Jumpor connection Is rvquired of all connections between existing active wafer mains and proposed now water main impravemanls. 2. The doloil above Is to be use# for fillingany now water main of any size from existing active water mains andforflushing of new mains up 10 8 INCHES IN DIAMETER (2.5 FPSminimum velocity) and. for pulling baclertclogicol samples from any new water muin of any size. The jumper connection shot] be muinlalneol until after filling, flushing, fasting and dWnfac%n of the new. main has been successfully completed and clearance for use from the Florida Doparimanl of Environmental Protection (FOEP) and other perfino nt s e tes have been received. The jumpe r r connection shall also o be used to until the - Idisinfection and un I maintain a minimum pressure of 20 pal In the new mains Offer FOEP cleorunco taller Is obtained adequate. Thrust blocking and/or restralnls shell be i t' r connecting the new a Io It's I P n fillings use for co ac r p proVidlod temporarily, as required. Pipe and g A 9 D exisling pipe shall be disinfected prior to Installation In accordance with AWWA C651, 1992 edition. The topping slseve and the exterior of the main to be topped shall be disinfected by spraying or swabbing per section If of AWWA C651-92. 3. Flushing of 10 Inches in diameter and larger water mains may be done through the tie -In Valve under very controlled conditions. The following procedures shall be followed: A. Ihe tie -In valves shall be operated and pressure tested in the presence of the w0flty, company and engineer to verify water tightness prior to tie-in. Volvos which ore not water lightvol shoo be replaced with a now valve installed bnmedtalaiy aJlucent to the Ivaking valve. EL The temporary Jumper connection sholl be constructed as detailed. The jumper connection shall be used to fill the new water main and for providing water for bac- tedologlcol sampling of the new main as required.by the FOEP parmlt. • Flushing shot[- not be attempted during peak demand hours of the existing water mains. • All downstream voHos in the system must be open prior to opening The lie -In Volvo. • Provide for and monilgr The pressure [n Ihe lie -in point. The Pressure In the oxisiing main must not drop below .35 pal• • The Ile -In valve shall be opened a low turns only, ensuring a pressure drop across the valve H greater than 10 pal. C. The Ila-In vulva shot be locked closed by the utility company until flushing begins. 0. The IT. -In Volvo shall be opened only for flushing of The new main. The procedure shall be directed by the utility company and observed by 169 engineer. . E. After fleshing, the Ile -in vulva shell be closed and loakvd In the closed position by the utility company. 4. The contractor shall provide documenfotlon demonstratingy that the double chock baakllovr prevention device has been tested and is in good working order at Ihe lime of Insluliullon. S. Except as required to flush lines of greater than 8.inoha3 In diameter, the tie -In Volvo shall, remain closed and shall be locked In the closed position by the utility company. The Ira -In Volvo shelf remain locked closed until the now system has been elected for use, by FOEP and all other pertinent agencies. 6. Upon recofpl of clearance for use from FDEP and all other pertinent agencies. the conlroclor shall remove the temporary jumper connection. The corporation slops ore lu be closed and plugged with 2 inch brass plugs. - 7. Ail In3laliatlon and tnalnlenance of the temporary jumper connection and assoclotad backflow prevention device, fittings, Volvo, etc. shall be the responsibility of the contractor. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504B THICKNESS (INCHES) MATERIAL MANUFACTURER DIAMETER (INCHES) HEIGHT (FEET) 3-6 7-12 13-20 21-25 26-35 48-53 8 8 54-57 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN 15 FOR SEWER SIZE 8"-1HRU 24% SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24% 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD Tit& CENTER. S. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR UNER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL r TYPICAL MANHOLE DETAIL CITY OF SANFORD 19 FIG. 200E Fire WPU .u�I1Ie \ � eweA�6. - V ���n Finial insve► 1 y%s AS fl '. PUMPER NOZZLE FACING STREET VALVE PAD z < (SEE FIGURE 107) T it 6" M J HYDRANT ANCHORING TEE 12" MIN. HYDRANT 1 OPERATING NUT 6" BEDDING ROCK 6" PIPE - HOSE NOZZLE. MECHANICAL JOINT WITH RESTRAINERS RESILIENT SEAT GATE VALVE AND BOX 24" SQUARE AND - (rep') (SEE FIGURE 400) 6" THICK REIN- FORCED CONCRETE SHEAR PADA(SEEFIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE. OR NOTE 2) WITH A PERMANENTLY PLUGGED WEEP HOLE. 2 - 14L11 9 THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 AROUND INCHES BELOW THE FINISHED GRADE AND 500 THE RECESSED SECTION. 3.XLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD COMPACTED SHALL BE A 12 INCH MINIMUM. BACKFILL 4. FIRE HYDRANTS SHALL BE MUELLER A-423. AMERICAN DARLING SEE NOTE 3 -8-84, KENNEDY kdIA OR CLOW MEDALLION F-2545. 5, FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. B. CONTRACTOR SHALL PROVIDE THE THE CITY WITH- HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL CiTY OF 'SANFORD 1999 FIG. 402 NOTES: I OISINFECiION Before being placed,,service, all ne Ter mains shall be lorinoted in oceordon e�with tit" r, below and the prr edures outline In AWW 6'a Slando Procedure for Disinfecting Yioie Gin II provsions of he Florida Daparimeni of EnV unman' Protection permit shall be complied with. WATER SYSTEM TESTING: Hydrostatic floating shall be performed of 150 pounds par square Inch pressure, unless otherwise approved by the City, for a period of net less than Iwo (2) hours. Testing shall be In accordance with the opp Ilcoble provisions as set forth In Section t 3, AWWA Standard C600 for II - for PVC pipe. r p of Number M 23 o C uc1lb a Ion pip* on AWWA Menu d d PD PD TtohethfnProcedure Shalt include the continued oDP Icat n of the specified pressure ssure system, for the two hour parted, by way of a pump taking suppl from O container suitable for measuring water loss. The amount of loss aholl be delermined by measuring the volume dlsplocod from sold eonlulner. Should His lest fail, necessary repairs Shull be occornpllshad by, the contractor and the test repeated until within the established limits. The r water es and all other items required to contractor shall furnish he nace9sa labor, woe pumps, gaup q E Y i conduct The reyufred water distribution system and perform. necessary regain. PRECAST MANHOLE WALL INLET CONNECTION AS REQUIRED STANDARD DROP DETAIL �T- -TEE INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT OF VERTICAL PIPE DROP PIPE (SEE NOTE 1) "90' DENO PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE r WALL SIAINLE55 STEEL�_.[r PVC OR BAND DIP STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1, DROP PIPE AND FITIINGS SHALL BE OF EQUAL S1ZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 FIG. 201 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR REi rACC "no nCTnou UJATCD" AS APPLICABLE PLAN "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING I PICK HOLES ALL COVERS USF "AS" OR EQUAL. /T MACHINED MATING SURFACES 24„ J: 3/8" 1-1 /2" MIN. F _14-3/4" MIN. MANHOLE FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 TRAFFIC COVER WHERE REO'D. 2'METER DOUBLE CHECK BACKFLOw DOUBLE METER BOX PREVEN TER ASSEMBLY (18" x 24" MIN.) ///��� SCH. 40 GALVANIZED PFITTINGS PRESSURE GAUGE - PROVIDE TEMPORARY FINISHED GRADE �---- SUPPURIS AS REQUIRED. 4" 2" GATE VALVE / 12" TO 30' 3/4' HOSEBIBB ABOVE W/VACUUM BREAKER 2" SCHO. 80 PVC.-- GRADE 2" SCHD. 80 PVC T PRESSURE GAUGE � � Z 2" 90' BEND y? 2" CORP. STOP DOUBLE STRAP SADDLE 2' CORP. STOP 6" EXISTING I WATER LINE r o ` o NEW WATER LINE -�H- � " FLOW •- 2" 90' DENO RESTRAINED JOINT DUCTILE IRON 6" BEDDING ROCK WATER MAIN TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CITY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY City PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, 1 ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. WATER SYSTEM .TESTING AND DISINFECTION CITY OF SANFORD 1999 FIG. 507 \- TAPPED CAP. NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREAUED (NPT) JOINTS. USE TEFLON [APE ON JOINTS. 2. COLOR SHALL BE APPROPRIATE FOR USE. 3. WATER PLUS CORPORATION MODEL VB 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF VALVE DETAIL CITY OF SANFORD 1 1999 FIG. 403 I SEPARATION REQUIREMENTS d VERi CAL SEPAR 0 HORIZONTAL PROPOSED A W 1 SAWIAA SC [ UTILITY POTABLE GI[R (a.CWMfa WAI[A' (eMntl a rAIJ 370Rw SEWER ACC[Ptr.BEE Holil VERT. NOW. I PERT. I RORIL VERT. NGW2. F VERT. vARu,CES POIAIIU - - 3' C7c Is, 10' Ia. I. is' wA1ER RECWMED` S C/C Is- _ _ 3' C/C la- _ - ERAJL SEE YdIW. Nol[s: Na. 4 NAICR 3. 0 0 3AHRARY Ia. Is. S' C C Ili' - - - - SEWER TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504A GENERAL NOTES: t. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REOIREMENTS SHALL APPLY BETWEEN NEWLY PROP05ED UTILITY LINES AND EXISIIHG OR PROPOSED UIIUTY LINES. •2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-410. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE. TO OUTSIDE Of PIPE UNLESS. OTHERWISE SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES, DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. -WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE BON OR EN- CASED PIPE CENTERED AT THE POINI OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY MAIN SEPARATION REQUIREMENTS CITY OF SANFORD 1999 FIG. 508 Issue -Dote and Purpose Project: 0253 Drown 7: T.OTTAWAY Checked: - M. KALACNCHI ---403 , .File No: `✓ 00253 L 2 3 0 5 0 7 0 12 13 14 15 16 17 Ire 20 y T �►1 L is J H F E c � 1 1 GLE ASSOCIATES, INC. 1320 N. SEMORAN BOULEVARD, SUITE 203 ORLANDO, FL 32807 (407) 658.4151 FAX (407) 658-4410 AMORE ENGINEERING, INC. 2277 LEE ROAD, SUITE 225 WINTER PARK, FL 32789 (407) 647o6800 FAX (407) 647.6119 KLG, INC. 154 WILSHIRE BOULEVARD CASSELBERRY, FL 32707 (407) 830.6622 FAX (407) 830.6836 ELLIS MECHANICAL, INC. 765 BIG TREE DRIVE LONGWOOD, FL 32750 (407) 834.9990 FAX (407) 834.7772 CIVIL PERMIT SET ANUARY 17, S K CONSORTIUM, INC, 1053 ORLANDO AVENUE, SUITE 3 MAITLAND, FL 32751 (407) 629.4288 FAX (407) 629.1656 ELECTRICAL KELLY ELECTRIC, INC. 2100 CONSULATE DRIVE, SUITE 100 ORLANDO, FL 32837 (407) 859,8801 FAX (407) 240.1290 ,U�THtKN HRE �'R�TECTION OF ORLANDO, INC. 3801 E. SR 46 SANFORD, FL 32771°9155 (407) 323.4200 FAX (407) 328.8931 11 GLE Associates, Inc. Architects Engineers • Environmental Consultants AA 0002369 • EB 05483 • ASBESTOS ZA 0000034 S 1320 N. SEMORAN BLVD. SUITE 203 ORLAND09 FLORIDA 32807 TELEPHONEo 407.658.4151 R FACSIMILE. 407.658.4410 www.gleassociates.com P FEB p 4 2003 PROJECT: INVACARE FACILITY 2101 EAST LAKE MARY BLVD. SANFORD, FLORIDA 32773 CLIENT: INVACARE 2101 EAST LAKE MARY BOULEVARD SANFOR% FLORIDA 32773 CONSULTANT: n H L REVISIONS NO DATE DESCRIPTION BY 0 01/17/03 PERMIT SET DM J KEYPLAN F DRAWN BY: RNF I JOB NO,: 02000-03745 CHECKED BY: DM DATE: 12/13/02 SCALE: NTS SHEEP NAME C COVER B SHEET NUMBER ® A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2 3 I 5 I 7 F; I 10 12 13 14 15 16 17 in 19 20 T 1 GENERAL NOTE55HEET INDEX PROJECT DE5GRIFITION 2 THE PROJECT INCLUDE5 ARCHITECTURAL, MECHANICAL S PLUMBING AN[) ELECTRICAL RENOVATIONS ANp AppITION5 ALL FILL UNDER SLAB AND FOUNDATIONS SHALL BE COMPACTED TO S9. OF MAXIMUM DENSITY (MODIFIED PROCTOR TEST) AT OPTIMUM MOISTURE CONTENT. ♦ ENE .., A Z - W AT THE INVACARE FACILITY, CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UNDERGROUND PIPING, CONDUITS, %RRIED CABLE ETC. BEFORE ANY EXCAVATION WORK. PROVIDE PROTECTION FOR ALL (,� �[�L•� - m - --- -� ~-~~ - --- --- "`�� - - "`m EXISTING UTILITES AND PIPING OR CAST PROTECTION AROUND LINES AS REQUIRED. -{.I _� v - ,ate THE EXI5TING BUILC)ING OCCUPANCY CLA55PIC TION6 WILL ALL DIMENSIONS SHALL BE TO FACE OF FINISHED WALL UNLESS OTHERWISE NOTED. " { � � ' ---- _m ��. �, ._ ...� .�� .w -�� - �w-- m -_ ---- REMAIN THE SAME. IN AppITION, NO EXITING LiFE SAFETY R FEATURES WILL BE pIMIN(SHED. THE CONTRACTOR SHALL BRING DISCREPANCIES OR QUESTIONS TO THE ATTENTION OF THE CIVIL ARCHITECT AND BUILDING OWNER BEFORE THE CONSTRUCTION BEGINS OR BEFORE HE INCURS ANY COSTS. Cm10- SITE PLC _...�..� ALL NEW INTERIOR FINISHES SHALL BE A MINIMUM CLASS 'C' FLAME SPREAD RATING. THE CONTRACTOR MUST PRESERVE THE INTEGRITY OF THE DESIGN WITHIN EXISTING PHYSICAL CONDITIONS AND LIMITATIONS. - -- �- - -- � - -""� "'�"" ,G'� I- AREA S E PROTECTED BY THE CONTRACTOR AS REQUIRED. THE CONTRACTOR WILL VERIFY EXISTING CONDITION OF ARCHITECTURAL � � "�' "^C ^� w� � � � � Q ALL EXISTING EQUIPMENT THAT REMAINS IN THE WORK RE HALL B PR -- a.m- - ------.�.�... --- ----�---------�--~- _�-------� 4515REVIATION5 o EQUIPMENT TO REMAIN IN THE WORK AREA DURING CONSTRUCTION ACTIVITIES AND RETURN IT TO ITS PREVIOUS CONDITION. ALL EQUIPMENT THAT IS DAMAGED AND WAS NOT IDENTIFIED 4- ALLBY THE CONTRACTOR AS HAVING PRIOR DAMAGE WILL BE REPAIRED OR REPLACED BY THE CONTRACTOR A-1.1 -i19DIPS N-� PL"' S' �R41, MOTES A-i.2 i{LDI �.. �t.A (�A��D) �I?I�1 '�RA6 r�OT�� ���.iIR�3 WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND LOCAL ORDINANCES. A43 ROOF PLAM AND DF-TAII 6 f5200 FOWAT ION FFLA ,AG14 ELEVAT'IORS $201 WxX AND 2nd FI..C*P, PL415 SITE SHALL BE CLEARED AT THE END OF THE PROJECT, REMOVE DUST, DEBRIS, OILS, STAINS, FINGERPRINTS, AND LABELS FROM EXPOSED FINISHED SURFACES, INCLUDING GLAZING. A -I li-P MiI`f1Oy46 SaWO 8 CW1ION DET'AII.6 A.F.F. - Above finish floor EQ. - Equal MIR - Metal P CONTRACTORS SHALL BE RESPON515LE FOR THEIR OWN TRASH REMOVAL DURING CONSTRUCTION. A-1h i ILD11 ErflON5 i Ti DETAILS ABV. - Above EQPT. -Equipment MIRK -Mirror AAI.�i SEC�IiS � L>��ED �� - ��� -�''� A/C -Air condition(ng EXH. - Exhaust(ed) THE OWNER WILL DESIGNATED AN AREA ON SITE TO SERVE AS A PRIMARY STAGING AREA. THE CONTRACTOR' S EMPLOYEE PARKING AND ON -SITE MATERIAL STORAGE, AS A-11 HTIC LDS AND DETAILS ACC. - Access EXIST'G. Existing N.I.C. - Not in contract PERMITTED BY THE OWNER, WILL OCCUR IN THE PRIMARY STAGING AREA. ADJ. - Adjustable EXT. - Exterior APPROX. - Approximate(ly) D.C. - On center IN ADDITION TO THE PRIMARY STAGING AREA THE CONTRACTOR WILL BE PERMITTED TO CONSTRUCT SECONDARY STAGING AREAS WHERE CONSTRUCTION ACTIVITIES ARCH'L. - Architectural F.D. - Floor drain OFF. - Office ARE TAKING PLACE. THE SIZE AND LOCATION OF EACH STAGING AREA WILL BE COORDINATED WITH, AND APPROVED BY THE OWNER F.E. - Fire exinguisher OP.H. - Opposite hand ' I A _ /�_�_ BEY. - Beyond FIN. - Finish(ed) 0 THE OWNER WILL DISCONNECT AND STORE COMPUTERS AND OTHER ELECTRONIC DEVICES WHEN AND AS NECE65ARY TO ALLOW THE CONTRACTOR TO ACCOMPLISH HI5 WORK THE MECHANICAL BLDG. - Building FIX. - Fixture PNT. - Paint(ed) OWNER WILL REINSTALL THESE DEVICES WHEN WORK 15 COMPLETE. BLK - Block (edXing) FL. - Fioor(ing) PTD. - Paper towel dispenser _ _� - - - - - n_�.. _ w BM. - Beam FLASH. - Flashing PWD. - Plywood IT IS POSSIBLE THAT THE OWNER WILL WANT/ALLOW THE CONTRACTOR TO STORE SOME, OF THE ITEMS WITHIN THEBUILDING IN SN ARES DESIGNATED BY THE OWNER ftl V 1. LEC ND, GORvNI- NMS 4 6014 &C-5 BOT. - Bottom FTG. - Footing MD2.1 PEIMOLIT04 FLOOR H.,M BRK - Brick Q.T. - Quarry the THE CONTRACTOR 15 RESPONSIBLE FOR SAVING AND STORING MATERIALS THAT ARE TO BE REINSTALLED. MD22 DEMOLIT104 PLOOR PLAN G.B. - Grab bar THE DRAWINGS AND SPECIFICATIONS SPECIFICALLY REQUIRE THE CONTRACTOR TO TURN CERTAIN ITEMS THAT ARE TO BE REMOVED AND SALVAGED (SUCH AS THE EXISTING MA4ovATi FL ` PL C.J. - Control (Construction) G.C. - Granite the RD. -Roof drain BUILDING 004) OVER TO THE OWNER THE OWNER'S MAINTENANCE DEPARTMENT SHALL HAVE FIRST RIGHTS TO OTHER ITEMS ALL SCHEDULED TO BE REMOVED BY i°i 2 �P VAT4 i PLC C.M.U. -Concrete Masonry Unit GA. - - Gypsum wall board R0. - Roof opening N CONDENSING UNITS IN C.T. -Ceramic Tile GA. Galulge RM. -Room THE CONTRACTOR CAB. -Cabinet GALV. -Galvanize AS AN AID TO THE CONTRACTOR, AREAS AFFECTED BY THE MECHANICAL, ELECTRICAL, AND ROOFING WORK DESCRIBED IN THE MECHANICAL, ELECTRICAL, AND ROOFING DRAWINGS � CLG. - Ceiling GYP. - Gypsum 5.C. - Solid Core AND 5PECIFICATION5 HAVE BEEN IDENTIFIED BY NOTES AND/OR HATCHING ON THE ARCHITECTURAL DRAWINGS. THESE INDICATIONS MAY NOT BE ALL-INCLUSIVE. THE CONTRACTOR IS �'P CLO. - Closet SD. - Soap dispenser RESPONSIBLE FOR PROVIDING ALL ARCHITECTURAL DEMOLITION, REPAIR AND REPLACEMENT/REINSTALLATION WORK RELATED TO THE MECHANICAL AND ELECTRICAL UIORK THAT IS PLUM5ii� COL. - Column H.C. - Hollow Core SCHED. - 5chedule(dXing) REQUIRED REGARDLESS OF WHETHER OR NOT IT 15 SHOWN OR NOTED IN THE ARCHITECTURAL DOCUMENTS. __ �_ �. _ �_ - --�� _- -� - - -_ _ _-- _ f��i -�---� - - --.�IEDDUiU�.E�, � �,� �� �; S'� i END -` CONC. -Concrete N.M. - Hollow Metal STL. -Steel �, THE CONTRACTOR, ACCORDING TO FEDERAL, STATE AND LOCAL REGULATIONS AND REQUIREMENTS, MUST LEGALLY DISPOSE OF ANY MATERIAL THAT MAY P05E A THREAT TO HUMAN PII 5117E � Air Conditioning SO, - Square � CONT. -Continuous H.YA.0 -Heating, ventilation, S- Shelf HEALTH AND SAFETY AND THE ENVIRONMENT THE CONTRACTOR 15 RESPONSIBLE FOR SECURING A FLORIDA WASTE ACTIVITY NUMBER FOR THE SITE. THE CONTRACTOR MUST BE AWARE I OvE L r0 VAT{ t PLAN H.W.H. - Hot water heater ST THAT THE MATERIALS SUCH AS BALLAST, CAPACITORS, FREON, PAINTS, COATINGS, MERCURY SWITCHES, THERMOSTATS, BATTERIES AND SOLVENTS, OILS ETC., ALL POSE 50ME DANGER TO P2.2 MNOVATI 1 HDW. -Hardware STRUGT. -Structural I D. - Deep - Standard HUMANS AND THE ENVIRONMENT, MATERIAL LEFT BEHIND BY THE CONTRACTOR/SUB-CONTRACTOR OR THEIR REPRESENTATIVE WILL BE DISPOSED OF BY THE ENVIRONMENTAL 5 t VATI q PLAN D.F. - Drinking fountain COMPLIANCE OFFICE ALL THE COST FOR DISPOSAL, LABOR, LABORATORY FEES AND CLEAN-UP WILL BE CHARGED TO THE CONTRACTOR SURPLUS AND WASTE MATERIALS FOR WHICH 4 PIAL n{ATII Lj µ DBL. - Double HGT. - Height T.PD. - Toilet paper dispenser THE OWNER 15 RESPONSIBLE WILL BE DISPOSED OF BY THE ENVIRONMENTAL COMPLIANCE DEPARTMENT UPON REQUEST, REQUESTS SHOULD BE MADE AT LEAST 14 DAYS PRIOR �f PET. - Detained) HR - Hour TO SCHEDULED PICKUP DATE. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING THE OWNER WITH COPIES OF ALL PAPERWORK RELATED TO THE DISPOSAL OF HAZARDOUS WASTE. ELECTRICALDIA. - Diameter HRZ. - Horizontal T.S. - Top of slab or steel COORDINATE ELECTRICAL WORK WITH RELATED NYAC AND ARCHITECTURAL. WORK __ --�-DIM. - Dimension(edXing) IN. - Inch(e:,) TV, -Television EO.1 - SYIt1WL LEA C -4E AND L t4OTES S.I A MTOILET �� � �- . -h � �__. DN. - Down INST. - Install TYP. - Typcial C-02 SY61-Et i LE E-40S, S CPrICAT It-S AND MIT IyWIfi I-"A1 E�.i �R 0 R QlAaRAN AND DER � IE�i�ES DR - Door INT. - Interior FIELD VERIFY ALL DIMENSIONS EI.I SPT� �"� E`i.i PANEL iEP LES DWG. - Drawings Y.G.T. - Vinyl composition tile DO NOT SCALE DRAWINGS FOR DIMENSIONS 5D21 DE`MOLITIC7i FLOM PLM AMA I E-11 PANEL = NIEDUU JT. -Joint V.B. - Vinyl base E.J. - Expansion Joint V.BR -Vapor barrier 2 2 POEMOLI Ti 4 ELF PL i AREA 2 E6.1 ELECTRICAL DE I°AILS p E21 40VATi 1 FL L I VOV�R E�.i ELECTRIC& DETAILS EA. - Each way KIT. -Kitchen VERT. -Vertical E22 E ATI F PLANA 2 `R EA. - Each E5.1 HOVATI ' ,tom ,AN AEA I SYSTEI°1S EL. -Elevation LAM. - LaminateldXing) W. -Wide ES2 VATi l FLOOR P_*4 AAA 2 VSTE?IS ELEC. -Electrical LAV. -Lavatory Wp. -Wood F�EWOVATION FLOOR A I LIWING F i RE_ PROTECTION H i i Irk ••�1���LER PLAi� 5YM15OL5 k I ENLIAMED PLAN Al TITLE DETAIL , TITLE � 0F? DETAIL +A1 �- - - - 00M �iXVt"' E 4 1 Ai 000p, TYPE G Al2� l'NTEF,i Os 4' EL /ATI€ N CO IW?RLICTION DOTE s El VMOLITiO�-! NOTEE Ai2� ?fit,#IL.i �P TiON rirot Plo�r F E D C B A 1 2 3 4 5 6 7 g g 10 11 12 13 14 15 16 7 18 19 120 T GLE Associates, Inc. Architects - Engineers - Environmental Consultants AA 0002369• EB 05483 • ASBESTOS ZA 0000034 S 1320 N. SEMORAN BLVD. SUITE 203 ORLANDO, FLORIDA 32807 TELEPHONEi 407.658.4151 FACSIMILEi 407.658.4410 www.gleassoclatos.com FEB 0 4 2003 PROJECT: INVACARE FACILITY 2101 EAST LAKE MARY BLVD. SANFORD, FLORIDA 32773 CLIENT: INVACARE 2101 EAST LAKE MARY BOULEVARD SANFORD, FLORIDA 32773 CONSULTANT: I 0 I 111 L K REVISIONS NO DATE DESCRIPTION BY 01/17/03 PERMIT SET DM J KEYPLAN I Iu F E D DRAWN BY: RNF JOB NO.: 02000-03745 CHECKED BY: DM DATE: 12/26/02 SCALE: NTS SHEET NAME C INDEX / LEGENDS B SHEET NUMBER Gml.2 A 12 13 14 15 16 17 19 20 0 C B A 1 2 T I 0 I 0 x N I Ad L K J H G 1 I 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 F E TURN —OUT ELBOW /SPLASH BL TYPICAL AT ALL DOWNSPOUTS SOUTH RESTROOM ELEVATION WEST ELEVATION U U v III 1 u TURN —OUT ELBOW /SPLASH BLOCK TYPICAL AT ALL DOWNSPOUTS TOP OF T/BM 125'-4" TOP OF T/BM 114'-0" TOP OF SLAB 100'-0" EAST ELEVATION EXI'STING1 BUIi , 1-:CNG BUIL-DING EAST RESTROOM ELEVATION RESTROOMS ARE AN ALTERNATE ELEVATIONS A-1.4 SCALE: 1/8'=1 —0 1P OF T/BM 5'-4„ ❑P OF SLAB JO'-0" ❑P OF GRADE NORTH ELEVATION TOP OF T/BM 112'-5" { TOP OF SLAB 100'-O" WEST RESTROOM ELEVATION T _ GLE Associates, Inc. Architects • Engineers • Environmental Consultants AA 0002369 • EB 05483 • ASBESTOS ZA 0000034 S 1320 N. SEMORAN BLVD. SUITE 203 ORLANDO, FLORIDA 32807 TELEPHONEi 407.658.4161 R FACSIMILES 407.658.4410 www.gleassoclates.com I Cam_, �P 4 2003 PROJECT: INVACARE FACILITY 0 2101 EAST LAKE MARY BLVD. SANFORD, FLORIDA 32773 N CLIENT: INVACARE 2101 EAST LAKE MARY BOULEVARD M SANFORD, FLORIDA 32773 CONSULTANT: L K TOP OF T/BM REVISIONS 114'-0" NO DATE DESCRIPTION BY 0 01/17/03 PERMIT SET DM J TOP OF SLAB 100'-0" \1 IF E. 3 4 5 6 7 8 9 10 �� �p �3 14 15 16 17 19 101 G KEYPLAN DRAWN BY: RNF JOB NO,: 02000-03745 CHECKED BY: DM DATE: 12/13/02 SCALE: 1 /8"=1'-0" SHEET NAME ELEVATIONS SHEET NUMBER Aw1v4 F E D I I 1 1 2 1 3 1 4 1 � 1 6 1 7 1 6 1 9 1 10 1 11 1 12 ( 13 j 14 15 1 16 1 17 l 18 1 — 19 I 2 T S I Q 0 N N M A K 0 1-1 C F E D C 0 2 y M IfI ITI1111ItN0.5 (M) MEIV15"- 04 3 FLY MOP DM MILTO (AN 5A _ SET Exle;t 1 I)EGY, 3' Rj'GID IiN6LIL ATION ATtER E66 I WALL EACH f I t (W-7) a° . / T .�I4 2 ICI®'f I-I�.�i�Il� �I`�II�1I1°�� i � �= . �.� BAR i6T6 A LSD 1/4' T/ � W' I AS A `f t�'P 1 r��� � TOP W 1w 3 KY MO P004 ' T6 i Br ��-T ATTACAI TO i�LGi� (I ) / 4.0j112' pW'it)FI K CANT OL i� Ii�i��€� 3' RZIGAIr i PRIL T04 1��i"�� ��T� i�I� �,�'��L � i! ��T Hi�� � EXIOT11,_4 �� .Jt✓fl�� T MOLET I 1 I Tit >! L L ADD Nth Hn BL OCXm WALL 5AP. VA6r6Aim ,OIE I/4' PER, i T T1444 LA$T APPLY i �M/ OVER TW11x LT> aL-E 1WHL,L 9Al IFFER 6T AND FI YIDE — 1'� ! O - E64� ATTACH TO.E(le (I �,O)�g�-�}�. W 2 �y JIIDE FIRE �C�� 4�T AW, ��p.�y PARR T.'E g t ��1 WAII Ir 8 . . 2� ANCHOR 'isIN i/')' A 7 'fi'-0' a. C' �,sU IRriLE Ii'A X16TM � TILT -UP :V+�' L f%�i'd 0,11 E •4 ii s 54OO� wr+dt°l 4 ( � ' _ T. 2X6 A ;� 'R UIIIT`A I/2' AB, 4'-0' T �L� ATI T� FIEP, JOI15T �1 GT'I I Siolr ,aOiN?' I FINT�E 't`�fiAL C TO SAT EXI$�`I•�� �-�--- I C04THOL1 CL�AT 14 I � " �� I 43 MIL.116 GAS SEE T 1 TIC -PAI T 1. METAL CAP TO I�ATCW EXISTII 8 ,� �Lr�': -.� Y ir�1AT 1 t , MINI LEA F. TH 61PES W 162-43 OR Ar-f RDVED 'ALTMATr-) PAINT TO MATCH E laTNG (�Y43XSD a' IIET& I W6TI`(UTf_: WI(2) W ALI111MI WINDOW PP., -WEE WITI4114' a-i D GLA&S 611jo l_ ►F_m 0 FRDIiIDE BL10C<;M Ak0, IrTAL W-40 FLA6'41W5.1. AND ci: STUD$ _ s TETAL roILL. CAILK K XL A N0. FWADE _z �r tIETAL II°iT RI TFjM AV CA V rr 6TUCCO NOT L1S 0 FILL MAT NO, BLOCK I 2'-0' II °A09 WtWl LOCArl:KMEXTERIOR LIALL MID A Y`U9 COATS C) �A�T. ; TO tIATH I�aftN) 1�"` F"'__ AT4 ' Na, EXI6TF &W .� B COAT fticv) MIG T) TI4 p - . I PIR9APE X'ANSI, 4 JOINTS a I 1�2 d 3 COAT 6T1�I=�, ' 0 TH PINI°514 COAT _ 'u ' F. (A� TTe�F�NAT) �w PROVIDE �A1N�ri� IINT� '�-'�--� IP S Nar V FILL COAT NEW BLOCK T 6RATTI° i PROVIDE DVAI STOP AT � � EXrEEMOR WALLS A 'f AT AT�T (AL T~IAT) I OF PAINT. W-OR TO MATCA A mA � �m PEXITII.1 (2) 0.145'" POP �< SEE T1WT .. sT pirv-l- Q161 OL, 1 A TYPICAL EL DTI N AT TYPICAL ELEVATION AT LOWER PART NEW ADDITION HIGMER FART OF NIEU ADDITION r � a &,NT200 4YFrv33r.8I) /1111/01mo III'* la1•v3 J 0PrALIr_# C)1 a 6TIMS K`i� WALL SECTION TYPICAL T LOWER ROBr-2 WALL SECTION TY IGAL AT HIGH ROB r3_"� WALL SECTION TYPICAL F3 ACING F 00 FAVE IN �1.SCALE: NTS A-1.2 SCALE: NTS A-1.2 SCALE: NTS ONA r rr4;M, PAM TCWL 01 A1•OUP-1 p1" - �Ia WMA - 13'-4°° 7'-8" 1, 5'-0" I 00 W ME B O 600B A-1.7 00 CHAbE I ALL A rla4t ro TO `I��= I 00 I 0 I C MEN 4 CD A-1.7 600A 1 co 0 00 s � �, � W t � I T� �WITH ��,, HLAAT 9 aA FLMA, 31DE AND A_0A FULL HAWLE N FULL GIDE, TW E 14INDGE& AND CORE *0 WLLOA I' TAL =,R R �1 a BATHROOM PLAN SCALE: NTS t-A ' i Im L Ay - Gw-'5 0 AR to AVA DATER CLO-S T TOWFAM CD FAMITIM I i I I ' II I II � ----- cv � II II s= II ssa II - WOMAN'S TOILET INTERIOR ELEVATION SCALE: NTS I rW 3W MAX WAF 019M n I -M R, 1t Pstii rXD I I 1 J II r1 I I II II F II z I I 00 z 11 z l N - - z � WOMAN'S TOILET INTERIOR ELEVATION A-1.7 SCALE: NTS NM F„ib. A - WW& DWES i M"M APAI W-1,F4. RAT UJA- WE R 0. OW f MEN'S TOILET INTERIOR ELEVATION o SCALE: NTS 5ATHROOM6 ARE AN ALTERNATE �p�gr�7PY'll ° P. t al AD.A GdVt[AN IL i Tr' i Sift sPal f am I.h.� raE f 4vi ) YC 4 ! PI /I ���'Y���(tgqJ l vo/y��? Fip p�p.���qq° ��5yy'ta�aa8rrpp°.. JJJIUl ao z N � PZN f MEN'S TOILET INTERIOR ELEVATION SCALE: NTS 0 1< ALL GRA513AP,6 TO ZEE H5TALL D IN ACCMANCEE W114 AOA QUORED MNrMLM AMA8 2 &L A14D CUAR SLOOP. ACE 6,WALL 8E 11N A ° t,P. WIT W /01A IRVE01IRS11E�N 1 S. 3 C IL HIG TO BE r AT1 BOAXV 4 PAINT INTERIOR M6TFr,,,,"A 1 IIt -L WI (s41�TWAbC- PAINT I8I A1�L1A� TAIL #3�,: V-0.' 1wIIDE BY fir'-$ M N6, D5f%1. M&A'5 *0 MvIIEK8 HANEACAP 3TALL-5 0WALL NE rFIL416 AND FIORE T'I FLORIDA JILOft, 0"0 PAG- Ii I`# T IiN TALL NEW I.401 I AP 810446E N1 EXIERIORALL TOILET 16. P'TH AND WIDTH OF HANDICAP AP VT,4.L6 IN Ic-I` �4N1,n 11°1CAIDN° TOIIJET6 4A�� T GLE Associates, Inc. IArchitects 4 Engineers - Environmental Consultants AA 0002369- EB 05483 , ASBESTOS ZA 0000034 S 1320 N. SEMORAN BLVD. SUITE 203 ORLANDO, FLORIDA 32807 TELEPHONEi 407.658.4151 FACSIMILE. 407.658.4410 www.gloassoclates.com Q (� P FEB p 4 2003 PROJECT: INVACARE FACILITY 0 2101 EAST LAKE MARY BLVD. SANFORD, FLORIDA v 32773 N CLIENT: INVACARE 2101 EAST LAKE MARY BOULEVARD SANFORD, FLORIDA' 32773 CONSULTANT: L REVISIONS NO DATE DESCRIPTION BY 0 01/17/0 PERMIT SET DM KEYPLAN K 11 G e E DRAWN BY: RNF JOB NO.. 02000-03745 CHECKED BY: DM DATE: 12/26/02 SCALE: NTS SHEET NAME C SECTIONS & RESTROOM PLAN SHEET NUMBER Aml.7 A 1 � 3 I 10 i 11 12 1 13 1 14 1 15 1 16 1 17 1 '18 1 19 1 2 1 1 2 1 3 1 4 5 6 T ABBREVIATIONS # & @ NUMBER AND K. KIP AT L STEEL ANGLE S A.B. ANCHOR BOLTS LGTH. LENGTH A.C.I AMERICAN CONCRETE INSTITUTE LT. GA. LIGHT GAUGE A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION MAT. MATERIAL A.I.S.I, A.W.S. AMERICAN IRON AND STEEL INSTITUTE AMERICAN WELDING SOCIETY MAX. MB1 (1,2....) MAXIMUM MASONRY BEAM SCHEDULE MARK ALT. ALTERNATE MC1 (1,2,...) MASONRY COLUMN SCHEDULE MARK R ALUM. ALUMINUM MECH. MECHANICAL ARCH. ARCHITECTURAL MFR. MANUFACTURER 81 (1,2,...) BEAM SCHEDULE MARK MIN. MINIMUM BETWN BETWEEN MISC. MISCELLANEOUS BLDG. BUILDING N.I.C. NOT IN CONTRACT BLOCK NOM. NOMINAL Q BEAM N.T.S. NOT TO SCALE BOT, BOTTOM NS NEAR SIDE �RG. BEARING STEEL CHANNEL NS/FS O.C. NEAR SIDE AND FAR SIDE ON CENTER C.F. CUBIC FEET O.D. OUTSIDE DIAMETER P C.I.P. CAST IN PLACE OPG. OPENING C.L. CENTER LINE P.S.F. POUNDS PER SQUARE FOOT CMU CONCRETE MASONRY UNIT P.S.I. POUNDS PER SQUARE INCH C.Y. C1 (2,3....) CUBIC YARD STEEL COLUMN SCHEDULE MARK P.T. PC PRESSURE TREATED PRECAST C81 (2,3,...) CONCRETE BEAM SCHEDULE MARK PC/C PRECAST CONCRETE 0 Eg1 (2,3....) CONCRETE COLUMN SCHEDULE MARK PAR. PARALLEL CONTROL OR CONSTRUCTION JOINT PL. PLATE CLR. CLEAR PLY. PLYWOOD COL. COLUMN PREFAB. PREFABRICATED CONC. CONCRETE R.D. ROOF DRAIN CONN. CONNECTION REF. REFERENCE N CONST, CONSTRUCTION REINF. REINFORCEMENT CONT. CONTINUOUS READ. REQUIRED CONTR. DEPT. CONTRACTOR DEPARTMENT REQMTS. RF. REQUIREMENTS ROOF DIA. DIAMETERS) S.F. STEP FOOTING M DIM. DIMENSION S.S. STAINLESS STEEL BST. DISTANCE SCHDL. SCHEDULE DOWN SECT. SECTIONDR. DRAIN SPC STANDARD PIPE COLUMN DTL. DETAIL SPECS. SPECIFICATIONS DWG. DRAWING STD. STANDARD L E.F. EACH FACE STL. STEELSTR. R- EACH WAY STRUCTURAL EJ EACH SYM. SYMMETRICAL EL. EXPANSION JOINT T&B TOP AND BOTTOM ELEVATION T&G TONGUE &GROOVE ELEC. ELECTRICAL T/ TOP OF.... K ENGR. ENGINEER T/BM TOP OF BEAM EQ. SP. EQUAL SPACED T/CB TOP OF CONCRETE BEAM EXIST. EXP. EXISTING EXPANSION T/FTG T/SLAB TOP OF FOOTING TOP OF SLAB EXT. EXTERIOR T/STL TOP OF STEEL J F.D. FLOOR DRAIN T/TB TOP OF TIE BEAM F1 (2,3....) FOOTING SCHEDULE MARK T131 (1,2,...) CONCRETE TIE BEAM SCHEDULE MARK FIN. FLR. FINISHED FLOOR TDS1 (2,3....) TURNED DOWN SLAB SCHEDULE MARK FIN. GR. FINISHED GRADE THK, THICK FLR. FLOOR TS1 (2,3....) THICKENED SLAB SCHEDULE MARK FND. FOUNDATION TYP. TYPICAL F�MG. FRAMING U.N.O. UNLESS NOTED OTHERWISE FT. FAR SIDE VERT. VERTICAL FTG. FEET OR FOOT FOOTING W W.P. STEEL BEAM WORKING POINT FIELD VERIFY W/ WITH GAUGE W/O WITHOUT GALH GALVANIZED yyp, WOOD HOR. HOB. HORIZONTAL WF1 (1,2,...) STRIP FOOTING SCHEDULE MARK �S TUBE STEEL WWF WELDED WIRE FABRIC I.D. HEIGHT XSPC EXTRA STRONG PIPE COLUMN INNER DIAMETER XXSPC DOUBLE EXTRA STRONG PIPE COLUMN G INT. INCH (ES) YD. YARD JST. Mj§yIOR JT. JOINT F E D C SYMBOLS SECTION CUT: 1 ELEVATION MARK: T/SLAB S1.1 EL.: 100 -0 1 NORTH ARROW: DETAIL BUBBLE: S1.1 NORTH ELEVATION: B V KEYED PLAN NOTES: X KEYED CONNECTION: <X 7 I 8 1 9 1 10 11 12 1 13 1 14 1 15 1 16 1 17 18 19 STRUCTURAL AND GENERAL NOTES 1. GENERAL 5. CONCRETE AND REINFORCING 8. STEEL DECK 1.1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE 2001 5.1, CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR 8.1. DECK SHALL CONFORM TO S.D.I. SPECIFICATIONS, EDITION OF THE FLORIDA BUILDING CODE, AS ADOPTED AND STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-99). 8.2. SHOP DRAWINGS SHALL BE SUBMITTED SHOWING LAYOUT AND SUPPLEMENTED BY LOCAL ORDINANCES. 5.2. CAST —IN —PLACE CONCRETE 28—DAY,COMPRESSIVE STRENGTHS TYPES OF DECK PANELS, ANCHORAGE DETAILS, REINFORCING CHANNELS, 1.2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO STARTING SHALL BE AS FOLLOWS, EXCEPT AS NOTED: PANS, DECK OPENINGS, SPECIAL JOINTING, ACCESSORIES, AND CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR FOUNDATIONS: 3000 PSI ATTACHMENTS TO OTHER CONSTRUCTION. INCONSISTENCIES, CONCRETE TOPPING: 4000 PSI 8.3. VERIFY WITH ARCHITECT ANY SPECIAL FINISHES DESIRED ON 1.3. DO NOT SCALE DRAWINGS. ALL OTHER CONCRETE: 3000 PSI EXPOSED METAL DECK. COORDINATE COATING REQUIREMENTS WITH DECK 1.4. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR 5.3. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, MANUFACTURER. MISCELLANEOUS STEEL ITEMS NOT SHOWN HEREON. UNLESS OTHERWISE NOTED: 8.4. ROOF DECK WELD PATTERN SHALL BE IN ACCORDANCE WITH 1.5. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR BEAMS (OVER STIRRUPS): 1-1/2" MANUFACTURER'S SPECIFICATIONS. ANCHORED, SUPPORTED AND EMBEDDED ITEMS THAT AFFECT THE SLABS ON GRADE: 3/4" 8.5. ROOF DECK WELD PATTERN SHALL BE SUFFICIENT TO RESIST WIND STRUCTURAL WORK, VERIFY DETAILS AND DIMENSIONS WITH EQUIPMENT FOOTINGS: 3" UPLIFT. PURCHASED. 1.6. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND 5.4. REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING 8.6. USE PROPER SIZE WELDING ELECTRODE AND WELDING MACHINE ROOF WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL SPECIFICATIONS: CURRENT, SO THAT WELDS ARE GOOD AND FREE FROM "BURN REQUIREMENTS, REINFORCEMENT BARS: ASTM A-615, GRADE 60, LATEST REVISION —THROUGH". 1.7. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE WELDED WIRE FABRIC (WWF): ASTM6-15, LATEST REVISION ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER. SYNTHETIC FIBROUS REINF.: 100% VIRGIN COLLATED AND 9. ANCHORS AND ATTACHMENT 1.8. FOR ACTUAL ELEVATION OF FIRST FLOOR EL. 100'-0", SEE SITE FIBRILLATED POLYPROPYLENE FIBER 9.1. EXPANSION ANCHORS SHALL BE HILTI "KWIK—BOLT" OR ACCEPTED PLAN. 5.5. PROVIDE PLASTIC TIPPED BAR SUPPORTS IN ACCORDANCE WITH THE SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S 1.9. AN INDEPENDENT TESTING LABORATORY WILL BE RETAINED BY ACI DETAILING MANUAL, ACI 315, LATEST REVISION. INSTRUCTIONS. OWNER TO VERIFY SOIL COMPACTION, WELDING, CONCRETE STRENGTHS 5.6. SLABS, JOISTS AND BEAMS SHALL HAVE NO HORIZONTAL JOINTS. 9.2. EPDXY ANCHORS SHALL BE HILTI "HIT HY 150" OR ACCEPTED AND OTHER REQUIREMENTS. NOTIFY AND COOPERATE WITH LAB. LAB STOPS IN CONCRETE WORK SHALL BE MADE AT CENTER OF SPAN WITH SUBSTITUTE. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S SHALL SEND A COPY OF THE REPORTS DIRECTLY TO THE ENGINEER. VERTICAL BULKHEADS. INSTRUCTIONS. 1.10. NO CHANGES ARE PERMITTED IN CONSTRUCTION FROM THAT SHOWN 5.7. LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHALL BE 40 BAR 9.3. POWDER DRIVEN FASTENERS (PDF) SHALL BE HILTI TYPE X—DNI OR IN THE APPROVED SHOP DRAWINGS EXCEPT BY SPECIFIC WRITTEN DIAMETERS DIAMETERS UNLESS OTHERWISE NOTED, ACCEPTED SUBSTITUTE, INSTALL IN ACCORDANCE WITH THE APPROVAL OF THE ENGINEER. FIELD CORRECTIONS SHALL BE MADE TO AT CHANGES IN DIRECTION OF CONCRETE WALLS AND TIE BEAMS MANUFACTURER'S INSTRUCTIONS AND WITH MANUFACTURER APPROVED CORRECT ANY UN —APPROVED CHANGES IN ORDER TO COMPLY WITH PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL, EQUIPMENT. CONSTRUCTION DOCUMENTS, STEEL. 5.9. 5-0" 9.4. SCREWS FOR LIGHT GAGE CONSTRUCTION SHALL BE OF TYPE "TEK" 1.11. SUBMITTALS SHALL CONFORM TO REQUIREMENTS OF CONTRACT PROVIDE 1—#4x BAR AT RE—ENTRANT CORNERS AND OR "GRABBER" AND SHALL BE SELF TAPPING. INSTALL WITH DOCUMENTS, AND SHALL BE CHECKED AND MARKED "APPROVED" BY OPENINGS IN CONCRETE SLABS, U.N,O, RECOMMENDED EQUIPMENT. CONTRACTOR PRIOR TO SUBMITTAL, NON —CONFORMING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. 6. STRUCTURAL STEEL 6.1. STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATION FOR 2. DESIGN DATA AND CRITERIA STRUCTURAL STEEL BUILDINGS —ALLOWABLE STRESS DESIGN AND PLASTIC 2.1. LIVE LOADS: DESIGN, JUNE 1, 1989. ROOF: 20 PSF (REDUCIBLE) 6.2, SUBMIT STRUCTURAL STEEL SHOP DRAWINGS BEARING THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE FLOOR: 125 PSF (LIGHT STORAGE) OF FLORIDA, SHOP DRAWINGS SHALL SHOW COMPLETE INFORMATION STAIRS AND PUBLIC AREAS: 100 PSF FOR FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL ITEMS. 2.2. DEAD LOADS 6.3. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT AS NOTED: ROOF: 25 PSF STRUCTURAL STEEL AND THR. RODS: ASTM A36 OR FLOOR: 25 PSF (15 PSF SELF WT. AND 10 PSF MISC.) A572 Grade 50 MIN. DEAD LOAD: 10 PSF (FOR WIND UPLIFT) HIGH STRENGTH BOLTS: ASTM A325 OR A490 2.3. WIND LOADS: 6.4. FABRICATE BEAMS WITH RESIDUAL CAMBER UP. CODE: ASCE7-98 6.5. CLEAN FABRICATED STEEL IN ACCORDANCE WITH SSPC—SP2 OR (SEE COMP, AND CLAD. TABLE FOR DESIGN CRITERIA) SP3. PRIME CLEANED SURFACES WITH ONE COAT OF PAINT CONFORMING WIND VELOCITY: 120 MPH TO FED, SPEC. TT—P-638, TO A MINIMUM 2—MIL DRY FILM THICKNESS, IMPORTANCE USE FACTOR: 1.0 6.6. PAINT SHALL NOT BE APPLIED TO SURFACES OF FRICTION —TYPE INTERNAL PRESS. COEFF.: +/— 0.18 BOLTED JOINTS AND SURFACES OF ROLLED SHAPES THAT WILL RECEIVE 2.4. ALLOWABLE SOIL PRESSURE 3500 PSF (PER REPORT BY E.C.S. A SPRAYED —ON FIRE PROTECTIVE COATING. LIMITED) 6.7. CONNECTIONS: 6.7.1. UNLESS OTHERWISE NOTED, BOLTS SHALL BE HIGH —STRENGTH, 3. FOUNDATIONS BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANES. TIGHTEN 3.1. SUBMIT REINFORCING SHOP DRAWINGS DETAILING FABRICATION, BY THE "TURN —OF —THE —NUT" METHOD (SNUG TIGHT PLUS 1/2 BENDING AND PLACING OF REINFORCING FOR FOUNDATION CONCRETE TURN). WORK. DRAWINGS TO SHOW BAR SCHEDULES, STIRRUP SPACING, BENT 6.7.2. WELDING ELECTRODES FOR A36 AND A572 GRADE 50 STEEL BAR DIAGRAMS AND ARRANGEMENT OF CONCRETE REINFORCEMENT. SHALL BE E70XX. RETURN FILLET WELDS FOR FRAMED CONNECTIONS INCLUDE SPECIAL REINFORCING FOR OPENINGS THROUGH CONCRETE 1/2" AT EACH END. FOOTINGS, 6.7.3. SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. 3.2. REMOVE ORGANIC MATERIAL AND UNSATISFACTORY SOIL. FILL WITH 6.7.4. FIELD CONNECTIONS SHALL BE MADE WITH 3/4" BOLTS, CLEAN SANDY SOIL. EXCEPT AS NOTED OTHERWISE. 3.3. SOIL UNDER FOOTING AND SLABS SHALL BE PREPARED IN 6.7.5. UNLESS OTHERWISE NOTED, DESIGN NON —COMPOSITE BEAM ACCORDANCE TO GEOTECHNICAL EXPLORATION REPORT BY E.C.S. LIMITED, CONNECTIONS TO DEVELOP THE REACTIONS DUE TO THE MAXIMUM (PROJECT # 24-1024, REPORT # 24-1024, DATED 12/19/02) ALLOWABLE UNIFORM LOAD FOR THE BEAM SIZE AND SPAN SHOWN, 3.4. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING ASSUMING FULL LATERAL SUPPORT. CONCRETE. 6.7.6. PROVIDE LONG —SLOT HOLES FOR CONNECTIONS OF STEEL 3.5. PLACE CONCRETE FOR FOOTINGS AND GRADE SLABS ON A 6—MIL BEAMS TO CONCRETE COLUMNS OR BEAMS. "FINGER —TIGHT BOLTS" POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON COMPACTED SOIL, AND UPSET THREADS. 6.8. ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO WEATHER 4. CONCRETE UNIT MASONRY SHALL BE HOT —DIP GALVANIZED AFTER FABRICATION CONFORMING TO 4.1. CONFORM TO THE ACI 530.1-99/ ASCE 6-99/ TMS 602-99 CODE: ASTM A-123. "SPECIFICATION FOR MASONRY STRUCTURES". PROVIDE CLEANOUTS AND PLACE GROUT AND MASONRY PER PART 3 — EXECUTION. 7. STEEL JOISTS 4.2. PROVIDE MATERIALS CONFORMING TO THE FOLLOWING 7.1. WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR SPECIFICATIONS: OPEN —WEB STEEL JOISTS AND LONGSPAN STEEL JOISTS, OF THE STEEL MASONRY UNITS: JOIST INSTITUTE, LATEST REVISION. SPECIFICATION: ASTM C90 (HOLLOW LOADBEARING CMU) 7.2. JOIST MANUFACTURER SHALL FURNISH THE SERVICES OF A COMPRESSIVE STRENGTH, f'm: 1900 PSI AT 28 DAYS (NET AREA) SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED MORTAR: STRUCTURAL ENGINEER. ENGINEER SHALL SUPERVISE THE CUSTOM SPECIFICATION: ASTM C270 DESIGN OF JOISTS AND BRIDGING AND PREPARATION OF JOIST SHOP TYPE: M OR S DRAWINGS, AND SHALL SIGN AND SEAL ALL SUBMITTALS. GROUT FOR FILLED CELLS: 7.3. SHOP DRAWINGS SHALL BE SUBMITTED SHOWING LAYOUT, MARK, SPECIFICAT0000000;???ION: ASTM C476 NUMBER, TYPE, LOCATION, AND SPACINGS OF JOISTS. INCLUDE JOINING COMPRESSIVE STRENGTH: 2500 PSI AT 28 DAYS AND ANCHORAGE DETAILS, BRACING, BRIDGING, ACCESSORIES, SPLICE SLUMP: BETWEEN 8" AND 11" AND CONNECTION DETAILS, AND ATTACHMENTS TO OTHER UNITS OF 4.3. REINFORCE WALLS WITH GALVANIZED TRUSS —TYPE REINFORCEMENT WORK. EQUAL TO STANDARD DUR—O—WAL IN BED JOINTS AT 16" O.C. 7.4. JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. MEASURED VERTICALLY U.N.O. PLACE PER MANUFACTURER'S 7.5. JOIST BOTTOM CHORDS SHALL BE DOUBLE ANGLES. RECOMMENDATIONS. EXTEND INTO COLUMNS. 7.6. CAMBER JOISTS THE MAXIMUM ALLOWED BY THE SJI 4.4. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK SPECIFICATIONS. WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF 1/8 7.7. HANGERS FOR SUPPORT OF EQUIPMENT, OR MEMBERS SUPPORTING SQUARE MESH ALUMINUM SOFFIT SCREENING OF .013" ALCLAD WIRE SUCH HANGERS, SHALL BE LOCATED AT PANEL POINTS OF JOISTS. CENTERED OVER BLOCK WORK. USE OF ROOFING FELT STRIPS WILL NOT BE PERMITTED, 4.5. SEE WALL LEGEND(S) ON PLANS INDICATING PLACEMENT OF VERTICAL REINFORCEMENT IN GROUT FILLED CELLS OF CONCRETE BLOCK WALLS. VERTICAL REINFORCEMENT AT GROUT FILLED CELLS SHALL BE DOWELED INTO BEAM OR FOOTING BELOW, BAR SHALL BE CONTINUOUS AND LOCATED IN CENTER OF CELL. 4.6. ALL OPENINGS SHALL HAVE THE BLOCK CELL AT EACH JAMB REINFORCED AND FILLED WITH GROUT, 4.7. AT FILLED CELLS, LAY UNITS WITH FULL BED JOINTS AROUND CELLS. 20 T GLE Associates, Inc, f -- wwr:Architects • Engineers ® Environmental Consultants AA 0002369• EB 05483 • ASBESTOS ZA 0000034 S 1320 N. SEIMORAN BLVD. SUITE 203 ORLANDO, FLORIDA 32807 TELEPHONEi 407.658.4151 R FACSIIMIL& 407.658.4410 www.gleassociates.com PROJECT: INVACARE FACILITY 2701 EAST LAKE MARY BLVD. LAKE IMARY, FLORIDA 32773 CLIENT: INVACARE 2701 EAST LAKE DIARY BOULEVARD SANFORD, FLORIDA 32773 CONSULTANT: Amore Engineering , inc_ . FLORIDA CORPORATION # E6-0007948 2277 LEE ROAD, SUITE 225 WINTER PARK, FLORIDA 32789 PHONE (407) 647-6800 FAX (407) 647-6119� PROJECT NO.: AE02-100.00 -- REVISIONS NO DATE DESCRIPTION BY 0 01/17/03 PERMIT SET KEYPLAN DRAWN BY: ETR JOB NO.: 02000-03745 CHECKED BY: MOG DATE: 12/26/02 SCALE: N.T.S. SHEET NAME GENERAL TES A a I wa N U S CHE um mul L E S SHEET NUMBER a AM& 0 FM 0 1 I I L N I ICI G F N C C I A 2 3 1 4 1 5 I 7 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 20 T S R D P 0 M L K J C B w 1 1 2 1 3 1 4 1 5 1 6 EX. ROOF EDGE EX. ROOF EDGE EX. ROOF EDGE N HIGH ROOF EDGE' a Q HIGH ROOF 0 HIGH ROOF EDGE WALL ZONE BOUNDARY LINE J LOW ROOF A A EX.1 WIND ZONE PLAN NORTH SCALE: N.T.S. 1 2 31 4 5 0 HIGH ROOF EDGE a O L� 1 1 OC r 7 1 8 1 9 EX. ROOF EDGE X.F 12 1 13 1 14 1 15 1 16 1 17 1 18 1 -1 DESIGN WIND PRESSURES = EDGE THE VALUES IN THE TABLE BELOW ARE BASED ON THE DOCUMENT PUBLISHED BY THE AMERICAN SOCIETY OF CIVIL ENGINEERS, ASCE7-98, AND IS AVAILABLE BY CALLING (800) 548-2723. COMPONENTS AND CLADDING DESIGN WIND PRESSURES )OF EDGE Design Input: � ALT. RESTROOM WIND ZONE PLAN SCALE: N.T.S. NORTH X.D Exposure Category = B Importance Factor ( I ) = 1.00 Basic Wind Speed (V) = 120 mph Mean Roof Height h = 12, 23 ft Building Type = Enclosed End/Corner Zone Width (A) = 14 ft. Roof Angle ( 0) = 1 deg Internal Pres. Coeff. (GCpi) = 0.18 Design Output: Roof Pressures (PSF) Wall Pressures (PSF) Effective Wind Are (SQ.FT.) Interior Zone (Zone 1) (+) (-) End Zone (Zone 2) (+) (-) Corner Zone (Zone 3) (+) H Interior Zone (Zone 4) (+) H End Zone (Zone 5) (+) (-) 10 10 -25 10 1 -41 10 -61 25 1 -27 25 -33 20 10 -24 10 -37 10 -51 23 1 -25 23 -30 50 10 -23 10 -31 10 -37 22 -24 22 -28 100 10 -22 10 -27 10 -27 21 -23 21 -25 200 10 -22 10 -27 10 -27 20 -22 20 -23 500 10 -22 10 -27 10 -27 18 -20 18 -20 1000 10 -22 10 -27 1 10 1 -27 1 18 1 -20 18 1 -20 ZONE 1: ROOF INTERIOR ZONE ZONE 2: ROOF END ZONE (�3 ZONE 3: ROOF CORNER ZONE ® ZONE 4: WALL INTERIOR ZONE �5 ZONE 5: WALL END ZONE e ROOF ANGLE A END/CORNER ZONE WIDTH FOOTING SCHEDULE 19 MARK SIZE DEPTH REINFORCEMENT (TOP/BOTT) REMARKS ( W x L) ( D) LONG. TRANSV. WF2.0 2'-0" x XONT. 1'-0" — — — (3)—#5 CONT. #3 @ 24" O.C. — WF3.0 3'-0" x CONT. 1'-0" — — (4)#5 CONT. #3 @ 24" O.C. TDS0.7 0'-8" x CONT. 0'-8" (1)#4 CONT. — TURNED DOWN — — SLAB EDGE F4.0 4'-0" x 4'-0" 1'-0" (5)—#5 (5)—#5 BEAM SCHEDULE MARK SIZE REINFORCEMENT REMARKS: (B x H) STIRRUPS TOP STEEL ;`''BOTT.- STEEL T131 8x32 2-#5 2-#5 #3 @ 24" O.C. CAST -IN -PLACE 2-#5 CONCRETE, SEE NOTE 1 T132 8x16 2-#5 2-#5 #3 @ 24" O.C. CAST -IN -PLACE CONCRETE T133 8x24 2-#5 2-#5 #3 @ 24" O.C. CAST -IN -PLACE 2-#5 CONCRETE, SEE NOTE 1 CB1 802 2-#5 2-#5 #3 @ 14" O.C. CAST -IN -PLACE 2-#5 2-#5 CONCRETE, SEE NOTE 2 L1 8-8SL5 1-#5 - PRECAST LINTEL - SEE NOTES 3 & 4 NOTES: 1.) SEE DEEP BEAM SECTION (BELOW) FOR REINF, CONFIGURATION 2.) SEE CB1 SECTION (BELOW) FOR REINF. CONFIGURATION 3.) PRECAST CONCRETE LINTEL BY FLORIDA ROCK INDUSTRIES OR SUBSTITUTE APPROVED BY ENGINEER OF RECORD. 4.) SEE ARCH. DWGS. FOR T/LINTEL HEIGHT @ OPENINGS. TOP STEEL TOP STEEL STIRRUPS QCi Cn BOTTOM STEEL ¢ STIRRUPS w a- BOTTOM STEEL V) DEEP BEAM. 7 1 8 1 9 1 10 1 11 12 13 14 15 16 17 19 20 20 ............ - .......... GLE ,Associates, Inic. . ... ..... . . --.. .................... IiWpoll Architects • Engineers , Environmental Consultants AA 0002369• EB 05483 - ASBESTOS ZA 0000034 1320 N. SEMORAN BLVD. SUITE 203 ORLANDO, FLORIDA 32807 TELEPHONEII 407.658.4151 FACSIMILEi 407.058.4410 www.gleassociates.com T S R Q P PROJECT: INVACARE FACILITY 2701 EAST LAKE MARY BLVD. LAKE MARY, FLORIDA 32773 0 N CLIENT: INVACARE 2701 EAST LAKE MARY BOULEVARD SANFORD, FLORIDA 32773 M CONSULTANT: L Amore Engineering, Inc. FLORIDA CORPORATION # EB-0007948 2277 LEE ROAD, SUITE 225 WINTER PARK, FLORIDA 32789 PHONE (407) 647-6600 j FAX (407) 647-6119 PROJECT NO.: AE02-100.00 K REVISIONS NO DATE DESCRIPTION BY 0 01 /17/03 PERMIT SET J H G KEYPLAN F E D DRAWN BY: ETR JOB NO.: 02000-03745 CHECKED BY: MOO DATE: 12/26/02 SCALE: N.T.S. SHEET NAME GENERALNOTES AND SCHEDULES C B SHEET NUMBER A 0 5 6 1 7 1 8 1 9 10 1 11 I 12 I 13 14 15 16 1 17 1 18 1 19 1 20 1 2 3 4 T Ki J I I JOIST B HI C F E 0 C I 0 2 JOIST BRG. H.P. 112'-8" LOW ROOF 2nd FLOOR NORTH SCALE: 3/321)= 1 1-0" 3 0 5 I CV 0 M T STEEL BEAM 111'-11' T FLOOR 112'-0' JOIST BRG. L.P. 111'-9" JOIST BRG. L.P. 111'-9" 6 1 7 1 8 1 9 3 E E i E J I E 2 JOIST BRG. L.P. S400 111'-0 3/4" !"4 4 I JOIST BRG.;H.P. - TB3@112' 8" `" 111'-4" I . \ I i 5 4 I r Y"' eCD I S400 2 SL N o S400 r- I 3 12 ( m I , 4 B3 112'-8' .............................................3.................................... I T/EX. WALL 2 S400 125'-6 :1/2" I S400 EX.1 ALT. RESTROOM ROOF PLAN NORTH SCALE: 3/32 1 l-0" f 2 I I S400 f I I 3 I S400 B1 @125'-4' I _.......................... I ......_._...... f ................................_........�;...........W............F-..,._...,,.,..................,.. III .i F 1 3 � t 14 ? 1A S400: ! ( I 1 EXJ JST. I I _ S400 1 15 13 4 2 w 5 EX. GIRDER -CD 1 1 4LO EX.F —I I f S400 Y -- SLOPE CD ;n I N i JOIST BRG. L.P. 4 — 123'-51/4" 15 i 4 r I I I r I T I JOIST BRG. I H.P.co 123'-11 ;1/2" ; I L1 11 11 I EX. JST. ; I I T131 @125'-4" e �� I I i T/EX. WALL ' S400 i I s 3 1 3 1 1 1 S400 EX.1 HIGH ROOF PLAN NEI NORTH SCALE: 3/32"= 1'-0" DPLAN NOTES: NOTED THUS O ON THE PLAN 1.) 1.51320 METAL DECK BY VULCRAFT, WELD DECK TO STEEL FRAMING w/5/" PUDDLE WELDS IN A 36/4 PATTERN w/(3)-#10 TEK SCREWS SIDELAP PER SPAN. 2.) L1 x1 X%4" DIAG. AND HORIZ. BRIDGING 3.) L1x1xY64" UPLIFT BRIDGING @ FIRST BOTTOM CHORD PANEL PAINT FROM SUPPORT. 4.) L3x3x)/4" CONT. DECK LEDGER. 5.) L5x3Y2x%" CONT. JOIST LEDGER. 6.) NOT USED 7.) NOT USED 8.) 1 "xY6" GW-2 BAR GRATING BY McNICHOLS OR APPROVED SUBSITIUTE 9.) 8" CONCRETE MASNORY UNIT w/#5 VERT. REBAR @ 48" O.C. @ GROUTED FILLED CELLS CONTINUOUS TO 2" BELOW TOP OF ROOF TIE BEAM. 10.) STRUCTURAL CURTAIN WALL w/80OS162-43 LT. GA. STUDS @ 24" O.C. 11.) L4x4x3/"CONT. GRATING LEDGER. 12.) 1.51320 METAL DECK BY VULCRAFT, WELD DECK TO STEEL FRAMING w/5/" PUDDLE WELDS (U.N.O.) IN A 36/4 PATTERN w/(1)—#10 TEK SCREWS SIDELAP PER SPAN. 13.) 3'x 4' HATCH OPENING w/L4x4xY FRAME SUPPORT ANGLES, SEE ARCH DWGS FOR LOCATION. 14.) CURTAIN WALL BELOW, SEE ARCH DWGS 15.) EXISTING COLUMN BELOW. 16.) MECHANICAL UNIT W/ WEIGHT = 2000 LBS, SEE MECH. DWGS. KEY PLAN NOS{ SCALE: N.T.S. 10 1 11 1 12 1 13 1 14 15 1 16 1 17 1 18 19 20 T GLE Associates, Inc. Architects • Engineers • Environmental Consultants AA 0002369• EB 05483 • ASBESTOS ZA 0000034 S 1320 N. SEMORAN BLVD. SUITE 203 ORLANDO, FLORIDA 32807 TELEPHON& 407.658.4151 R FACSIMILEi 407.658.4410 www.gleassociates.com C PROJECT: INVACARE FACILITY 0 2701 EAST LAKE MARY BLVD. LAKE MARY, FLORIDA 32773 N CLIENT: INVACARE 2701 EAST LAKE MARY BOULEVARD SANFORD, FLORIDA M 32773 CONSULTANT: L Amore Engineering FLORIDA CORPORATION # EB-000794B 2277 LEE ROAD, SUITE 225 WINTER PARK, FLORIDA 32789 PHONE (407) 00 � FAX (407) 647-6119 -6119 ...///��� PROJECT NO.: AE02-100.00 K REVISIONS NO DATE DESCRIPTION BY 0 01/17/03 PERMIT SET J KEYPLAN I G F E I DRAWN BY: ETR JOB NO.: 02000-03745 CHECKED BY: MOG DATE: 12/26/02 SCALE: 3/32"=1'—O" SHEET NAME C ROOF AND 2nd PLANSFLOOR B SHEET NUMBER A 1 1 2 1 3 1 4 1 5 6 1 7 1 8 1 9 1 10 11 1 12 1 13 1 14 1 15 16 1 17 1 18 1 19 1 20 NOTE: NOTE: NOTES: T 1.) CONTINUE JOINT THROUGH 1,) "T" = SLAB THICKNESS 1.) SEE PLAN & SCHDL. NOTE: BEAM ABOVE U.N.O. 2.) SAWCUT JOINTS SAME DAY, FOR FOOTING OR BEAM REINF. 1.) "T" = FOOTING THICKNESS T 2.) SEE PLAN FOR JOINT LOCATION. 3.) FORMED JOINTS @ 2.) MATCH CORNER BAR SIZE 2.) SEE FOOTING SCHED. FOR CONTR. OPTION (U.N.O.) WITH REINFORCEMENT. SIZE AND REINFORCEMENT _GLEAssociates, Inc. �� CORNER BAR Architects • Engineers • Environmental Consultants MID -SLAB REINF. 1/4 SAWCUT AA 0002369 e EB 05483 ■ ASBESTOS ZA 0000034 S S BUILDING PAPER SEE PLAN T/4 „ \Z 2D or 1 7\\� 2 - 0 � 1320 N. SEMIORAN BLVD. '' ',; ;, ..;: ;t „■> I� ;:; ,� ., T/FTG„ SUITE 203 ORLANDO, FLORIDA 32807 — R.,,,, ••.,., '. ,. " ----- — -- -- --- --—=+--T--1 wrocraunsir AnqAen,aea D VAPOR BARRIER TYP. I I I I I I I II w �- I = FACSIMILE 407.658.4410 ( ) - - - - - -I I- - 4- -41- - - - - - - - _ _ - =1= _ - I o �tww.gleassoclat®,sxom GROUT FILL RAKE JOINT AND CAULK - - - - - I I I I I I li II Cv —� CONTROL JOINT"CJ" i III I III II 11 Q ,11 I 11, 11 11 I Q BLOCK CONTROL JOINT II I 11 II i MID -SLAB REINF. I) I II II I 1 1 SEE PLAN -\ FORMED KEYWAY II I II II I I 2 '. ,''1 ''S '�, '�• w '. '��� I 40 BAR DIA. P '� -�- I AP CPI If'F FOOTING OR BEAM REINF. RAKE JOINT AND CAULK PROJECT: VAPOR BARRIER (TYP.) O I N T(ALT.) INVACARE FACILITY O BLOCK C NTROLJ CONSTRUCTION C J CORNER BAR DETAIL STEP FOOTING DETAIL 2701 EAST LAKE MARY BLVD. LAKE MARY, FLORIDA 3/4" = 1'-0" D 3/4" = 1'-0" 2 3/4" = 1'-0" 3 3/4" = 1'-0" 4 32773 N N CONC. SLAB CLIENT: .............. ...... .: / ..................... T/SLAB ® 1-#4 CONT. INVACARE 2701 EAST LAKE MIARY BOULEVARD M M SEE PLAN °x-- a-x° -'x-'. x° EPDXY DOWEL #4x0'-10" SANFORD FLORIDA s _.., 24" O.C. (5" EMBEDMENT) 32773 f WALL & FTC. WALL &FTG. EX. WALL BEYOND 9 GA. TRUSS -TYPE HORIZ. .....:............... T/EX. SLAB!............................................................................. T/SLAB SAWCUT OPENING (:. � I SEE PLAN x�x SEE PLAN IN EX. WALL WALL & FTG. REINF. 16" O.C.(VERT.) - L:.......................................................... I CONSULTANT: E (8 -0 MAX. WIDTH) ; I CONC. SLAB W/ WWF L I EX. CONC. WALL Amore En ineerin CONC. SLAB W/ W.W.F. EX. CONC. SLAB �% EX. CONC, SLAB FLORIDA CORPORATION EB-0007948 CONC. SLAB W/ WWF FIN. GRADE 2277 LEE ROAD, SUITE 225 WINTER PARK, FLORIDA 32789 PHONE (407) 647-6800 K T EX. SLAB I I FAX (407) 647-6119'� K o T/SLAB / T/SLAB T/EX. SLAB T SLAB PROJECT NO.: AED2-100.00 / EL.: SEE PLAN SEE PLAN ---x x SEE PLAN SEE PLAN " x�x EL.. SEE PLAN REVISIONS m \\\ \\\/ NO DATE DESCRIPTION BY T EX. FTG. I 1- 4 CONT. ��/�/ 0 01/17/03 PERMIT SET J of SEE PLAN € EX. CONC. WALL BELOW J r- }............. 1 EPDXY DOWEL #4 x 0'-10" T FTG. T EX. FTG. T EX. FTG. SEE PLAN SEE PLAN -__.___ .......:......:...._.. @ 24 O.C. EMBEDMENT) _.._ ..... _. ............_... _. ___.._. (5" SEE PLAN OIL ° ' a:.............__.__.____........................_. ___............t 3" SEE PLAN & SCHDL. CLR. 31WF11 "EX. WF" "EX, WF" H FOR SIZE & REINF. H 3/4" = 1'-0" 5 3/4" = 1'-0" 6 6 A 3/4" = 1'-0" 3/4" = 1'-0" 8 G G (2)#6 VERT. REINF. LJ I KEYPLAN Ln Ln F � F TURNED BLOCK PIPE SLEEVE 1111 7 5/8' Mc1 MCI E COL. & FTG. E SPLICE VERT. REINF. 7748 BAR DIA. T/FTG CONC. SLAB w/WWF EL.: SEE PLAN D � 9 GA. TIES 9 16" O.C. D T/SLABNOT USED N T USED DRAWN BY: ETR JOB NO.: 02000-03745 SLAB OR GRADE Wx X X, X SEE PLAN CHECKED BY: MOO DATE: 12/26/02 SCALE: AS SHOWN i C FTC. STEEL (SEE SCHED) \ SHEET NAME FTG. T SEE PLAN = SEE PLAN SECTION DETAILS PIPE PENETRATION DETAILLLJ a B 3"1+ B SEE PLAN & SCHDL. CLR. FOR SIZE & REINF. SHEET NUMBER A 3/4>> - 1 I_0„ g 3/4» - 1,-011 10 3/4�, - 1 �-0,1 11 3/4» - 1 �-011 12 b;j V V A 1 1 2 3 1 4 5 6 1 7 1 8 9 10 11 1 12 13 1 14 1 15 16 1 17 1 18 1 19 1 20 1 2 3 4 1 5 6 7 8 1 9 1 10 11 1 12 1 13 1 14 1 15 16 1 17 1 18 19 20 DECK LEDGER, NOTE: T SEE PLAN SEE 2/S400 AND 2A/S400 COOK. w/ARCH DWGS FOR ACTUAL SIZE AND FOR ADDITIONAL INFORMATION, LOCATION OF HATCH OPENING T . WALL T EXRESPECTIVELY HATCH OPENING FRAME 1 /81' / STEEL DECK, SEE PLAN SEE PLAN 3 1 s 2— DECK LEDGER LLV, SEE PLAN _GLEAssodates, Inc. T T.B. ROOF DECK, T/EX. WALL TYP. SEE PLAN SEE PLAN / 12 S CONC. T.B. SEE PLAN Architects Engineers - Environmental Consultants — — AA 0002369• EB 05483 • ASBESTOS ZA 0000034 S ® T/EX. WALL CONIC. T.B., ;.......... T T.B. /7DE .:........... EX. CONC. WALL JOET BRG. N SEE PLAN SEE PLAN SEE PLANE PLAN1320 N. SEMORAN BLVD. T/T.B, ROOF DECK EX. CONC. WALL CK LEDGER, a I ' DECK LEDGER ° SEE PLAN .__.. 1.......- / SEE PLAN / SUITE 203 ORLANDO, FLORIDA 32807 a R � / CONIC, T.B., STEEL DECK TELEPHONEv 407. R ,.....,._ I 658.4151 SEE PLAN ° — .... ,........r........1... I :. 7.658,4410 FACSIMILE. 40 q v www.glssssociates.ccm MASONRY WALL : , STEEL JOIST 1 2"0 EXPANSION ANCHOR SEE PLAN FOR I EX. WALL OPENING ` Q JOIST BRG. @ 4'-0" O.C. (MAX.) G.C. TO CONFIRM T/EX. WALL OPENING X—X EXISTING BAR JSTS. SIZE AND REINF. SEE PLAN ' (4" EMBEDMENT) I G.C. TO CONFIRM STEEL JOIST REFER TO NOTE #2 Q JOIST LEDGER, SEE PLANG.C. TO CONFIRM FOR ADDITIONAL BRACING "O EPDXY ANCHORED BOLTS ? � DECK LEDGER, CLEARENCE G.C. TO CONFIRM JOIST ELEVATION @ 4'-0" O.C.T/EX. WALL OPENING _ SEE PLAN w• I----•- :' ':; — STL. BAR JST. DECK LEDGER, CLEARENCE P -- -- ... (MAX.)( G.C. TO CONFIRM -' SEE PLAN MASONRY WALL ;;.., X BRIDGING — SEE PLAN STEEL DECK P 5 EMBEDMENT) - I .................... SEE PLAN 2 A G.C. TO CONFIRM FOR SIZE AND REINF. MASONRY WALL A ................ ................. EX. CON(,. WALL CLEARENCE �-r... ...... _. ,. PROJECT: O STEEL JOIST I DECK LEDGER, 1 A _; INVACARE FACILITY 0 TYP. SEE PLAN 2701 EAST LAKE MARY BLVD. 3/16" LAKE MARY, FLORIDA 3 /4„ - 1, _0" 1 1 A 3 4 = 1 - 0 3 - , - - , - ,� 32773 / 2 2A /4 1 0 3 3A 3/4 1 0 q N SECTION X-X .:::::::..:: N SPLICE REINF. STEEL GRATING, CLIENT: 48 BAR DIA. SEE ARCH DWGS EX. CONCRETE INVACARE M , GRATING WALL 2701 EAST LAKE MARY BOULEVARD DECK LEDGER, SANFORD, FLORIDA M 1/8" 1-12 11 BEAM: 9 GA. TIES @ 16" O.C. SEE 2/S400 SPLICE REINF. 32773 FOR ADDITONAL INFO 48 BAR DIA. 4 T FLOOR T T.B. ROOF DECK, Av [' SEE PLAN SEE PLAN T T.B. SEE PLAN TYP., L SEE PLAN ,: GRATING ;; SPLICE REINF. CONSULTANT: 1/8" 1-12 TO BEAM /> L MASONRY WALL SEE 48 BAR DIA. Amore Engineering . 1z.. } ' GRATING BRO. PLAN FOR REINF. T/STEEL BEAM CONIC. T.B., � ,; ,,. �/ 1"".. FLORIDA CORPORATION # EB-0007948 +-- SIZE AND SPACING 4' SEE PLAN SEE PLAN SEE PLAN 2277 LEE ROAD, SUITE 225 WINTER PARK, FLORIDA 32789 ` K ° ; /PHONE (407) ll' FAX (407) 6474611980D ��✓ ° t. rT CONIC. T.B. ��� STEEL GRATING PROJECT NO.:AE02-100.00 K CONIC. T.B T C.B. — • REVISIONS STEEL BEAM, SEE PLAN SEE PLAN SEE PLAN ROOF DECK T FLOOR NO DATE DESCRIPTION BY SEE PLAN 0 01/17/03 PERMIT SET :................:... DECK BRIG. STEEL BEAM, STEEL BEAM SEE PLAN VARIES, SEE PLAN I J MASONRY WALL GRATING SUPPORT ANGLE, GRATING LEDGER SEE L4x4x8x1'-0" ' 5 „ MASONRY WALL SEE PLAN w %" EPDXY ANCHOR @ DECK LEDGER SEE 2 S400 I ' w/(4) /a � BOLT (BEAM CONNX.) SEE PLAN FOR SIZE MASONRY WALL ��� ��� / e / a' • . 7/S400 FOR ADD'L INFO. (4) 8"O EPDXY ANCHORED AND REINF. L4x4x%x1'-0" SEE PLAN 4'-0" O.C. (5" EMBEDMENT) FOR ADD'L INFO Uq- AND BOLTS (5" EMBEDMENT, WALL CONNX.) w/(4) 8"0 BOLT (BEAM CONNX.) FOR SIZE AND REINF. AND (4) 8"0 EPDXY ANCHORED BOLTS (5" EMBEDMENT, WALL CONNX.) CONC. BEAM, H SEE PLAN H 3 /4„ - , - 0„ 5 3/4 - 1, - 0„ 6 6 A 3/4 - , - 0" 3/4 = 1 - " G MASONRY WALL G ABOVE SEE HVAC FRAME (SEE NOTE #1) � OF MASONRY COLUMN PLAN FOR REINF, TYP. 3/16 SEE PLAN FOR LOCATION HVAC FRAME � L KEYPLAN SIZE &SPACING ............ ................................. .......................... ............................................. ...... ............................... LINE OF RT EX. CONIC. WALL PANEL............................... ...... .............. X — — — — F_— M I m Im o Y o Y ENI o (SEE CH.) E ; —� J J �T/C.B. X 1'-6" 1'-6' ®SEE PLAN EXISTING BAR JSTS. FRAME F E HVAC FRAME FRAME "L" =LENGTH OF RTU D T I REFER TO NOTE #2 PLAN DRAWN BY: EfR JOB NO.: 02000-03745 — W =WIDTH OF RTU CHECKED BY: MOG DATE: 12/26 02 FOR ADDITIONAL BRACING / ! I 11111110- SCALE: AS SHOWN JOIST ELEVATION NOTES: SHEEN NAME I o 3/16" 1.) STEEL FRAME TO BE PROVIDED AROUND THE WHOLE PERIMETER OF THE ROOF —TOP UNIT (RTU). FOR C i ASSEMBLY OF FRAME REFER TO FABRICATION DETAIL SHOWN.SECTIONTAILS !' 2.) PROVIDE L 2 x 2 x 1/4 EA. SIDE OF NEAREST PANEL PT. WHERE HVAC UNIT FRAME BRIG. POINTS ARE 3/4" JOINT CONC. BEAM cn LOCATED. WELD TO TOP AND BOT. CHORDS TYPICAL. THIS ANGLE IS NOT REQUIRED IF UNIT IS LOCATED DIRECTLY B SEE PLAN & SCHED. TYP. 3 16 XIST. JOIST........................OVER A JOIST PANEL POINT. / ' FOR SIZE & REINF. Q „W„ 3.) COORDINATE WITH MECH. DRAWINGS FOR ACTUAL UNIT WEIGHTS AND OPENING SIZES. B ........;,,........'... 0 4.) SPECIAL ENGINEERING REQUIRED FOR UNITS WEIGHING MORE THAN 3000 POUNDS OR FOR FRAMING SPANNING _ CANTILEVER SEE PLAN BRIG. (CTR. TO CTR.) MORE THAN 6'-0". SHEET NUMBER 5.) PROVIDE TIE —DOWN OF RTU S TO STEEL FRAME PER MFR. REQUIREMENTS. A 3/4" _ 1-0,1 MASONRY COLUMN g 3/4" = 1'-0" SECTION Y-Y SECTION X-X A 10 Ova- 4 U U 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 13 1 14 1 15 1 16 1 17 18 1 19 1 20 UNIT "L" OR "W" REMARKS W L 4'-0" 5'-0" 6'—O" GREATER THAN 6'-0" 1500# L3 x 3 x 1 /4 L3 x 3 x 1 /4 L4 x 4 x 1 /4 SEE NOTE 4. > 1500# L3 x 3 x 1 /4 L3 x 3 x 1 /4 L4 x 4 x 1 /4 SEE NOTE 4. >2000# L3x3x5/16 L3x3x5/16 L4x4x5/16 SEE NOTE 4. > 2500# L4 x 4 x 1 /4 L4 x 4x 1 /4 L4 x 4 x 5/16 SEE NOTE 4. > 3000# L4 x 4 x 5/16 L4 x 43/8 L4 x 4 x 3/8 SEE NOTE 4. > 3000# SEE NOTE 4. SEE NOTE 4. SEE NOTE 4. SEE NOTE 4. 1 1 2 1 3 1 4 I 5 m 7 no 9 10 12 13 14 1 15 j 16 1 17 1 18 1 19 2( d� T S 0 rI A 0 N M L K J H G F E I C B A 2 A 1 A• 1.) ALL MECHANICAL WORK SHALL BE GOVERNED AND INSTALLED IN COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS. A. FLORIDA BUILDING CODE - 2001 EDITION B. NATIONAL ELECTRICAL CODE (NEC) - 2002 EDITION C. FLORIDA MECHANICAL CODE - 2001 EDITION D. FLORIDA FIRE PREVENTION CODE 2001 EDITION E. NFPA LIFE SAFETY CODE - 1999 EDITION F. AMERICANS WITH DISABILITIES ACT (ADA) G. OTHER APPLICABLE CODES REQUIRED BY LOCAL JURISDICTIONS H. LATEST EDITION OF ASHRAE STANDARDS I. ANSI J. SMACNA DUCTWORK STANDARDS K. ALL OTHER LOCAL, CITY, COUNTY AND STATE CODES L. ASHRAE STANDARD 62 2.) NOT USED. 3.) THE CONTRACTOR SHALL TEST, ADJUST AND BALANCE ALL NEW AND EXISTING MECHANICAL SYSTEMS IN THE RENOVATED AREA AND SHALL PROVIDE A COMPLETE T&B REPORT. 4.) CHECK/VERIFY CLEARANCES BEFORE ORDERING MATERIALS DUE TO LIMITED SPACE AVAILABILITY. IF THE INDICATED DUCTWORK SIZES ARE UNABLE TO FIT IN THE SPACE, PROVIDE EQUIVALENT DUCT SIZES WITH ALL REQUIRED OFFSETS, TRANSITIONS, ETC., AT NO ADDITIONAL COST TO OWNER. 5.) COORDINATE LOCATION OF CEILING ACCESS PANELS TO ALL EQUIPMENT DUCT ACCESS DOORS, ETC., ABOVE CEILING REQUIRING SERVICE ACCESS AND/OR INSPECTION. 6.) THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF THE WORK. 7.) ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES. PROVIDE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN, PROPER OPERATION AND SERVICE OF ALL MECHANICAL EQUIPMENT. 8.) DRAWINGS ARE GENERALLY DIAGRAMMATIC AND DO NOT NECESSARILY SHOW EVERY FITTING AND DETAIL. INSTALL DUCTS EQUIPMENT AND CONTROLS IN A NEAT WORKMANLIKE MANNER AND IN ACCORDANCE WITH GOOD PRACTICE FOR A COMPLETE, WORKABLE INSTALLATION. AVOID CONFLICT WITH OTHER WORK; MAKE ADEQUATE PROVISIONS FOR PREVENTING NOISE AND VIBRATION. ARRANGE EQUIPMENT INTO THE AVAILABLE SPACE IN A MANNER TO MAKE ALL WORKING PARTS ACCESSIBLE FOR MAINTENANCE AND SERVICE. 9.) MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED AGAINST DEFECTS FOR ONE YEAR. 10.) COORDINATE VOLTAGE AND PHASE OF EACH PIECE OF EQUIPMENT WITH ELECTRICAL CONTRACTOR BEFORE ORDERING. 11.) DISCONNECT SWITCHES REQUIRED FOR THE MECHANICAL EQUIPMENT SHALL BE PROVIDED BY DIVISION 16 - ELECTRICAL UNLESS NOTED OTHERWISE. 12.) ALL DUCT BENDS FROM THE VERTICAL TO THE HORIZONTAL AND ANGLED TURNS OF DUCTWORK SHALL HAVE TURNING VANES INSTALLED. ALL DUCTS SHALL HAVE ACCESSIBLE VOLUME DAMPER. 13.) EXTRACTORS OR SPIN -IN FITTINGS WITH VOLUME DAMPERS SHALL BE INSTALLED IN ALL BRANCH DUCTWORK LEADING FROM MAIN TRUNK LINES. 14.) DUCT SIZES SHOWN ARE MINIMUM INSIDE DIMENSIONS. 15.) OFFSETS IN DUCTS (INCLUDING DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 16.) REVIEW DRAWINGS AND PROVIDE ALL WORK FOR A COMPLETE AND OPERABLE SYSTEM, INCLUDING ALL INCIDENTALS REQUIRED BY CODE AGENCIES AND LOCAL GOVERNING BODIES. ANY DISCREPANCY NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO BIDS WILL BE CONSIDERED CORRECTED BY THE CONTRACTOR IN HIS BID TO THE SATISFACTION OF THE ARCHITECT AND AS THE ARCHITECT DIRECTS. 17.) ALL CONDENSATE PIPING SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX OR EQUAL. 18.) PRIOR TO SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT THE SITE AND THOROUGHLY INSPECT ALL EXISTING CONDITIONS TO INSURE THAT THE WORK REPRESENTED ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS INDICATED. 19.) FURNISH TO THE OWNER, TWO COPIES OF OPERATING INSTRUCTIONS, MANUFACTURER'S PARTS DATA AND SERVICE INSTRUCTIONS. 20.) ALL DUCTWORK AND MECHANICAL EQUIPMENT ABOVE CEILING SHALL BE INSTALLED AS HIGH AS POSSIBLE. 21.) PROVIDE 7 SETS OF SUBMITTALS FOR ALL HVAC EQUIPMENT, DUCTWORK, AIR DISTRIBUTION AND MATERIALS REQUIRED PER THESE PLANS AND SPECIFICATIONS. 22.) ALL EQUIPMENT AND MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. MANUFACTURER'S SERVICE CLEARANCE FOR ALL EQUIPMENT SHALL BE MAINTAINED. 23.) ALL DUCTWORK SHALL BE SUPPORTED IN STRICT COMPLIANCE WITH SMACNA STANDARDS. 24.) ALL SUPPLY AND RETURN AIR DUCTWORK SHALL BE 1" INTERNALLY LINED SHEETMETAL DUCTWORK IN ACCORDANCE WITH SMACNA. 3 4 E PACKAGE® ROOFTOP ®X COOLING UNIT SCHEDULE SYMBOL SUPPLY CFM O.A. CFM EXTERNAL STATIC PRESSURE COOLING DATA ELECTRIC HEATING DATA INDOOR FAN DATA TOTAL BTU HR SENSIBLE BTU HR ENT. AIR TEMP. CONFF DEG. F. EER I ® ARI KW CAPACITY BTU HR STEPS VOLT. I PH. HP VOLT. PH. DB WB RTU-6,7 2000 500 0.50 1 62,500 43,700 80 67 95 10.0 1 12.0 40,956 3 460 3 0.75 460 3 SYMBOL CONDENSER FAN DATA COMPRESSOR DATA UNIT ELECTRICAL DATA PHYSICAL CHARACTERISTICS NO. HP EA. VOLT. PH. NO. RLA EA. LRA EA. VOLT. PH. NO. CONN. MCA MOCP VOLT. PH. DIMENSIONS L X W X H IN. WEIGHT RTU-6,7 1 0.5 460 3 1 10.0 71 1 460 1 3 1 21.2 25 460 3 83x47x34 821 SYMBOL MANUFACTURER MODEL NUMBER REMARKS RTU-6,7 TRANE TCD-060 1,2,3,4,5,6,7 REMARKS: 1. PROVIDE MANUFACTURER'S MINIMUM 14" HIGH INSULATED ALUMINUM ROOF CURB. 5. 2. PROVIDE 5 YEAR EXTENDED COMPRESSOR WARRANTY. 6. 3. PROVIDE 5 MINUTE COMPRESSOR TIME DELAY RELAY. 7. 4. PROVIDE OUTSIDE AIR INTAKE WITH MANUAL VOLUME DAMPER. PROVIDE MANUAL RESET HIGH PRESSURE SWITCH. PROVIDE DUAL REFRIGERATION CIRCUITS. PROVIDE TWO -STAGE COOL/THREE STAGE HEAT THERMOSTAT SENSOR WITH AUTO -CHANGEOVER FEATURE. I AIR DISTRIBUTION SCHEDULE I SYMBOL DESCRIPTION MODULE MATERIAL FINISH NECK SIZE DAMPER BORDER PATTERN MAX. MAX. MANUF. MODEL REMARKS SIZE FRAME PRESS. N.C. NUMBER TYPE DROP A ADJUSTABLE CURVED BLADE SQUARE AND RECTANGULAR SUPPLY AIR CEILING DIFFUSER WITH INDIVIDUALLY ADJUSTABLE 26 X 14 ALUMINUM WHITE 24 X 12 YES SURFACE SEE PLANS 0.10 30 TITUS 250-AA Al 22 X 12 20 X 10 BLADES. DAMPER SHALL BE OPERABLE FROM MOUNT FACE OF DIFFUSER. ADJUSTABLE DOUBLE DEFLECTION SIDEWALL SUPPLY AIR GRILLE WITH AIRFOIL BLADES SPACED ON 3/4' CENTERS. FRONT BLADES SAME AS SURFACE B ARE PARALLEL TO LONG DIMENSION AND ARE VARIES ALUMINUM ALUMINUM DUCT SIZE YES MOUNT SEE PLANS 0.10 25 TITUS 272FL INDIVIDUALLY ADJUSTABLE. FRAME CONTAINS ON PLANS COUNTERSUNK SCREW HOLES. DAMPER SHALL BE OPERABLE FROM FACE OF GRILLE. CANT STRIP WITH OUTSIDE AIR INTAKE FLASHING OPENING WITH DAMPER AND RAIN COVER t.ft4� r fi,r.-r� ROOF STRUCTURE CONDENSATE DRAIN ,#♦ ;,; ` W WITH TRAP & CLEANOUT '-''_ `' CURB /FLASHING SUPPLY AIR DUCT RETURN AIR DUCT TRANSITION AS REQUIRED TRANSITION AS REQUIRED NOTE: 1. FURNISH AND INSTALL PROPER CURB AND FLASHING AS REQUIRED. PROVIDE LAG BOLTS TO CURB THROUGH A/C UNIT TO WITHSTAND HURRICANE FORCE WINDS AS REQUIRED PER CODE. ROOFTOP UNIT AIL NO SCALE 6 7 8 1 9 10 DOUBLE LINE SINGLE LINE SUPPLY AIR CEILING DIFFUSER EXISTING DUCTWORK TO BE REMOVED �rt� 4-0 RETURN OR TRANSFER AIR REGISTER ��� AP E3 ACCESS PANEL AP 4_0 EXHAUST AIR GRILLE MANUAL VOLUME DAMPER LINEAR SLOT DIFFUSER I L SUPPLY, EXHAUST, TRANSFER OR RETURN AIR DEVICE FIRE DAMPER A(REFER TO SCHEDULE FOR LETTER DESIGNATION) ID 100 ---- AIR QUANTITY (CUBIC FT. PER. MIN.) EF1 FIRE/SMOKE DAMPER �- CEILING CABINET EXHAUST FAN ROOFTOP MOUNTED EXHAUST FAN SMOKE DAMPER (WITH EXHAUST DUCT GOING UP) S S EF-1 -;: SMOKE DETECTOR ggsk INLINE CENTRIFUGAL EXHAUST FAN `�', Z Z A x B DUCT DIMENSION A� x B ? FIRESTAT / HEAT DETECTOR (A = HORIZONTAL, B = VERTICAL) R DUCT RISE MOTORIZED DAMPER D DUCT DROP STATIC PRESSURE SENSOR DUCT W/ACOUSTICAL LINER T CONCENTRIC DUCT REDUCER THERMOSTAT or TEMP. SENSOR W/CONTROL WIRING ECCENTRIC DUCT REDUCER c ® OVERRIDE SWITCH SPIN -IN FITTING W/DAMPER - OH HUMIDISTAT (SIDE TAPPING) DOOR UNDERCUT (MINIMUM 1") 90' ELBOW WITH TURNING VANES A SECTION LETTER OR NUMBER RADIUS ELBOW M3.01 SECTION SHEET NUMBER �1 DRAWING HEX NOTE 't SUPPLY AIR DUCT UP POINT OF REMOVAL FOR EXISTING EQUIPMENT SUPPLY AIR DUCT DOWN POINT OF CONNECTION BETWEEN EXISTING AND NEW RETURN OR TRANSFER AIR DUCT UP REVISION DELTA AND NUMBER RETURN OR TRANSFER AIR DUCT DOWN j - CD C' CONDENSATE DRAIN Li EXHAUST AIR DUCT UP -R REFRIGERANT PIPING �R2 REFRIGERANT PIPING IN CHASE EXHAUST AIR DUCT DOWN ' PIPE ANCHOR RIGID ROUND DUCT UP: PIPE CAP RIGID ROUND DUCT DOWN PIPING TURNED DOWN (PLAN VIEW) FLEXIBLE DUCTWORK PIPING TURNED UP (PLAN VIEW) FLEXIBLE EQUIPMENT CONNECTION SQUARE HEAD PLUG CONDENSATE �- DRAIN LINE TO BE DRAIN PAN SLOPED 1/8" MIN. PER 10 FOOT. A B NOTES: 1. FILL TRAP MANUALLY ON INITIAL START-UP. 2. TRAP EACH COMPONENT DRAIN CONNECTION. 3. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. 4. A=NEC. S.P.=2' B = (2 X NEG. S.P.) = 4" ,CONDENSATE ®FAIN TRAP PIPING NO SCALE 11 1 12 13 14 1 15 16 MECHANICAL INDEX M0.1 SCHEDULES, SPECS, GENERAL NOTES AND SYMBOL LEGEND - MECHANICAL MD2.1 DEMOLITON FLOOR PLAN - MECHANICAL MD2.2 DEMOLITON FLOOR PLAN - MECHANICAL M2.1 RENOVATION FLOOR PLAN - MECHANICAL M2.2 RENOVATION FLOOR PLAN - MECHANICAL 17 19 1 T 91 ALE Associates, Inc. Architects , Engineers • Environmental Consultants AA 0002369 • EB 05483 ° ASBESTOS ZA 0000034 S 1320 N. SEMORAN BLVD. SUITE 203 ORLANDO, FLORIDA 32507 TELEPHONES 407.658.4151 R FACSIMILEi 407.658.4410 www.gleassoclateo.com 000 roil n1rL� KLG ORLANDO, INC. 154 WI SBIRE BOULEVARD CASSELBERRY, FL 32707 Phone: 407.830.8822/Faz: 407.830.6038 P www.klgconsolidated.com Howard J. Paise, Jr. PE re`ietration IM198 ELG Orlando, Inc. Hueineae res. #00007323 2002135 PROJECT: INVACARE FACILITY 0 2701 EAST LAKE MARY BLVD. LAKE MARY, FLORIDA 32773 I M COPYRIGHT: L NOTICE: THE DATA SHOWN IN THIS DOCUMENT INCORPORATES PROPRIETARY RIGHTS UNDER FEDERAL COPYRIGHT LAW AND IS THE INTELLECTUAL PROPERTY OF KLG ORLANDO, INC. IT MUST NOT BE DUPLICATED IN WHOLE, OR IN PART, WITHOUT THE WRITTEN CONSENT OF KLG ORLANDO, INC. COPYRIGHT 0002 K REVISIONS NO DATE DESCRIPTION BY 12/26/02 90% PRICING SET 0 01/17/03 PERMIT SET ,J I G KEYPLAN b F N.I.0 NEW BATHROOMS COMPRESSOR PAD E RENOVATION WORK NEW ADDITION Tj DRAWN BY: TC JOB NO.: 02000-03745 CHECKED BY: BE/DS DATE: 12/17/02 SCALE: NONE SHEET NAME SYMBOLGENERALG LEGEND, NOTES & SCHEDULES MECHANICAL B SHEET NUMBER ArqM Muml Adlbk 1 I 2 T a S 0 I I 0 11 M L 0 J I F1 E I C 0 3 4 I no 7 PSO 0 10 11 I 12 I 13 14 I 15 I 16 1 17 1 18 1 19 1 2( 11r- 11 12 13 14 15 1 16 � 1 17 IGENERAL NOTES: 1) REFER TO GENERAL NOTES AND SYMBOL LEGEND. 2) REFER TO SPECIFICATIONS. HEX NOTES: 0 E ENLARGED PLAN EET P2.4 T ii-GLE Associates, Inc. Architects . Engineers . Environmental Consultants M 0002369• EB 05483 . ASBESTOS ZA 0000034 S 1320 N. SEMORAN BLVD. SUITE 203 ORLANDO, FLORIDA 32807 TELEPWONEi 407.658.4151 R FACSIMILES 407.658.4410 www.gleassociates.com Q HLG ORLANDO, INC. 154 WHSM BOULEVARD CAssi mim, FL 32707 Phone: 407.830.8822/FaE 407.830.6838 P www.klgconsoUdated.com Howard J. Paige, Jr. PH registration #0048196 HLG Orlando, Inc. Business reg. 100007323 2002135 PROJECT: INYACARE FACILITY 0 2701 EAST LAKE MARY BLVD. LAKE MARY, FLORIDA 32773 0 Ly COPYRIGHT: L NOTICE: THE DATA SHOWN IN THIS DOCUMENT INCORPORATES PROPRIETARY RIGHTS UNDER FEDERAL COPYRIGHT LAW AND IS THE INTELLECTUAL PROPERTY OF KLG ORLANDO, INC. IT MUST NOT BE DUPLICATED IN WHOLE, OR IN PART, WITHOUT THE WRITTEN CONSENT OF KLG ORLANDO, INC. COPYRIGHT 2002 K REVISIONS NO DATE DESCRIPTION BY 12/26/02 90% PRICING SET 0 01/17/03 PERMIT SET ,J on t A KEYPLAN k F N.I.0 NEW BATHROOMS COMPRESSOR PAD E RENOVATION WORK NEW ADDITION D DRAWN BY: TC JOB NO.: 02000-03745 CHECKED BY: BE/DS DATE: 12/17/02 SCALE: 1/16"=1'-0" SHEET NAME C OVERALL RENOVATION FLOOR PLAN PLUMBINGB SHEET NUMBER p Agllk 2ml A 2 1 3 1 4 5 6 7 7 10 16 19 20 1 T S H I I 0 N M L K J H G F ro I C 0 2 1 3 1 4 1 5 6 7 8 1 9 1 10 11 1 12 1 13 14 �____ 15 I 16 I 17 1 18 I 19 1 20 FIRE ALARM SYSTEM SYMBOL LEGEND SYMBOL DESIGN DESCRIPTION MOUNTING DESIGN SELECTION REMARKS MANUAL PULL STATION FLUSH/WALL SEE SPECIFICATIONS b 0 HORN WITH STROBE FLUSH/WALL SEE SPECIFICATIONS d, 1 STROBE LIGHT FLUSH/WALL SEE SPECIFICATIONS I SINGLE REMOTE SMOKE DETECTOR/ALARM FLUSH SEE SPECIFICATIONS 11 INDICATING LIGHT AND TEST SWITCH STATION NUMBER INDICATES QUANTITY OF STATIONS. CEILING MOUNT SMOKE DETECTOR PHOTOELECTRIC CEILING SEE SPECIFICATIONS OO TYPE ('A' — DENOTES UNIT WITH AUXILIARY CONTACT). R DUCT SMOKE DETECTOR, PHOTOELECTRIC TYPE, WITH TUBES DUCT SEE SPECIFICATIONS SIZED AS REQUIRED FOR DUCT (R—DENOTES RETURN DUCT, S—DENOTES SUPPLY DUCT CEILING MOUNT HEAT DETECTOR CEILING SEE SPECIFICATIONS OF FIXED TEMP. 135 DEG. F. FAN SHUT —DOWN RELAY, 24VDC SURFACE SEE SPECIFICATIONS FACP FIRE ALARM CONTROL PANEL SURFACE EXISTING FATC FIRE ALARM TERMINAL CABINET SURFACE/FLUSH EXISTING F FIRE ALARM SYSTEM RACEWAY WITH CONCEALED SEE SPECIFICATIONS WIRING AS REQUIRED 3/4"C. MINIMUM UNLESS OTHERWISE NOTED. FIRE ALARM SYSTEM NOTES: 1) COORDINATE WITH AUTHORITY HAVING JURISDICTION PRIOR TO BID. 2) SCREENED ELECTRICAL ITEM DENOTES EXISTING. 3) ALL DIMENSIONS INDICATED IN LEGEND ARE TO THE BOTTOM OF THE OUTLET OR EQUIPMENT AND SHALL BE THE DIMENSIONS USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS. DIMENSIONS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS ARE TO THE BOTTOM OF THE OUTLET OR EQUIPMENT UNLESS INDICATED OTHERWISE. ALL MOUNTING HEIGHTS SHALL COMPLY WITH ADA REQUIREMENTS. VERIFY AND COORDIANTE THE EXACT HEIGHT AND LOCATION OF ALL OUTLETS AND EQUIPMENT WITH ALL DOCUMENTS AND DISCIPLINES (I.E. ARCHITECTURAL, STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION, KITCHEN EQUIPMENT, MILLWORK, ETC.) PRIOR TO ROUGH —IN, ADJUST TO MEET ALL REQUIREMENTS. 4) ALL SYMBOLS INDICATED IN THIS LEGEND MAYNOT BE USED ON THE PLANS. 5) SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, 6) MECHANICAL AIR SYSTEM SHUT —DOWN: a) COORDINATE SHUT —DOWN OF MECHANICAL AIR SYSTEMS WITH DIV. 15 SPECS. DRAWINGS AND CONTRACTOR (AHU'S, RTU'S, FAN'S, ETC.) b) PROVIDE ALL WORK AND EQUIPMENT TO SHUT —DOWN AIR MOVING EQUIPMENT AS REQUIRED BY APPLICABLE CODES. c) VERIFY WITH DIV. 15 CONTRACTOR LOCATION AND REQUIREMENTS FOR THE INTERFACE TO SHUTDOWN EQUIPMENT UPON FIRE ALARM SIGNAL. d) UNITS REQUIRED TO BE SHUT DOWN BY THE MECHANICAL CODE AND NOT REQUIRED TO BE SHUT DOWN BY THE FIRE ALARM SYSTEM ARE BY DIV. 15. 7) COMPLY WITH ADA REQUIREMENTS. REMARKS: a) MOUNTED 16" ABOVE FINISHED FLOOR TO THE BOTTOM. b) MOUNTED 44" ABOVE FINISHED FLOOR TO THE BOTTOM. c) MOUNTED 6'-0" ABOVE FINISHED FLOOR TO THE TOP. d) MOUNTED LOWER OF 6" BELOW CEILING TO THE TOP OR 80" ABOVE FINISHED FLOOR TO THE BOTTOM. e) SUPPORT OUTLET BOX FROM STRUCTURE WITH (1) 3/8" ALL THREADS MINIMUM. BOXES LARGER THAN 25" SQUARE INCHES SHALL BE SUPPORTED WITH (2) 3/8" ALL THREADS MINIMUM. f) JUNCTION/OUTLET BOX SHALL BE SIZED AS REQUIRED FOR CONDUCTOR/DEVICES FILL PER N.E.C. g) THREADED CONDUIT HUBS SHALL BE SIZED AND CONFIGURED AS REQUIRED FOR APPLICATION. h) PROVIDE KINDORF MOUNTING RACK FOR FREE STANDING APPLICATIONS. KINDORF SHALL BE PAINTED FOR EXTERIOR APPLICATIONS. i) WHEN SURFACE JUNCTION BOX SYMBOL IS COMBINED WITH DEVICE SYMBOL PROVIDE APPROPRIATE SURFACE PLATE FOR OUTLET APPLICATION. j) MAINTAIN WORKING CLEARANCES IN STRICT ACCORDANCE WITH N.E.C. COORDINATE EXACT LOCATION OF EQUIPMENT WITH ALL DISCIPLINES (I.E. ARCHITECTURAL, STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION, KITCHEN EQUIPMENT, MILLWORK, ETC.) PRIOR TO ROUGH —IN TO MAINTAIN CLEARANCES. k) OUTLET BOX SHALL BE SIZED PER SYSTEM INSTALLER REQUIREMENTS. 1) STROBE INTENSITIES (CANDELA (CD)) AS SHOWN ON DRAWINGS. m) PROVIDE WITH STI 1223 POLYCARBONATE COVER, SPACER AND NEOPRENE GASKET, MOUNT SECURELY TO BUILDING WITH TAMPER PROOF SCREWS/HARDWARE (IF WITHIN 10 MILES OF COAST LINE, PROVIDE STAINLESS STEEL TAMPER PROOF SCREWS AND HARDWARE). n) COORDINATE EXACT REQUIREMENTS FOR ELEVATOR SHUT DOWN WITH RESPECTIVE CONTRACTOR/INSTALLER. PROVIDE ALL ELECTRICAL AS REQUIRED INCLUDING: SHUNT —TRIP BREAKERS FOR ELEVATOR POWER SHUT DOWN. o) COORDIANTE EXACT REQUIREMENTS FOR FIRE ALARM TIE WITH KITCHEN HOOD SYSTEM INSTALLER. PROVIDE ALL ELECTRICAL REQUIRED TO MEET REQUIREMENTS OF NFPA. p) DEVICES TO BE ADDRESSBLE TYPE. q) REFER TO FIRE ALARM ZONE SCHEDULE. r) ALL NEW DEVICES MUST BE COMPATIBLE WITH EXISTING CONTROL PANEL (WHERE APPLICABLE). s) REWORK EXISTING FACP AND PROVIDE ALL ELECTRICAL AS REQUIRED FOR NEW ZONES, HORNS, DETECTORS, ETC. AND AS REQUIRED FOR PROPER INTERFACE AND OPERATION OF SYSTEM (WHERE APPLICABLE). t) PROVIDE REMOTE INDICATION OF TROUBLE, ALARM AND/OR SUPERVISORY OF ALL DUCT SMOKE DETECTORS IN LOCATION ACCEPTABLE TO AUTHORITY HAVING JURISDICTION. DIVISION 16 ® ELECTRICAL SPECIFICATIONS 16010 GENERAL PROVISIONS E) ALL PENETRATIONS THROUGH FIRE RESISTANCE RATED PARTITIONS AND 16195 ELECTRICAL IDENTIFICATION A) ALL WORK AND EQUIPMENT UNDER THIS DIVISION SHALL BE IN STRICT OTHER ASSEMBLIES, INCLUDING EMPTY OPENINGS AND OPENINGS CONTAINING 16500 LIGHTING COMPLIANCE WITH THE APPLICABLE PROVISIONS OF THE FOLLOWING CODES CABLES, CONDUITS AND OTHER PENETRATING ITEMS, SHALL BE FIRE —STOPPED A) ALL SWITCHBOARDS, PANELBOARDS WITH DISCONNECT SWITCHES SHALL BE PROVIDED A) ALL LIGHT FIXTURES SHALL BE FURNISHED COMPLETE WITH LAMPS, AND ALL AND STANDARDS: TO PRESERVE THE FIRE RESISTANCE RATING OF THE ASSEMBLY. FIRE —STOPPING WITH PHENOLIC LABEL INDICATING DESIGNATION, VOLTAGE, PHASE, AND SOURCE NECESSARY MOUNTING HARDWARE, HANGERS AND TRIM. CONTRACTOR SHALL SHALL COMPLY WITH THE FOLLOWING: "P ANEL PANEL H1, 277/48OV, 30, 4W, FED FROM MDP-2� COORDINATE AND PROVIDE FIXTURE TRIMS AND SUPPORTS AS REQUIRED FOR THE 1. LIFE SAFETY CODE — NFPA 101 2. UNDERWRITERS LABORATORIES, INC. PUBLICATIONS 9. COMPATIBILITY: PROVIDE FIRESTOPPING COMPOSED OF COMPONENTS THAT B) ALL OVERHEAD CONDUIT AND PENDANT CORD DROPS SHALL HAVE PANEL AND CIRCUIT CEILING SYSTEM BEING FURNISHED. 3. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) ARE COMPATIBLE WITH EACH OTHER, THE SUBSTRATES FORMING OPENINGS, DESIGNATIONS IDENTIFIED WITH TAG AT 6'-0" A.F.F. TAG SHALL BE PANDUff #PL2M2S—L NYLON MARKER TIE WITH APPLICABLE DATA CLEARLY WRITTEN ON EACH TIE WITH ®) FLUORESCENT LAMPS SHALL BE T8 ENERGY SAVING TYPE. 4. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) AND THE ITEMS, IF ANY, PENETRATING THE FlRESTOPPING UNDER CONDITIONS PERMANENT BLACK MARKER. RELABEL ANY EXISTING DROPS/DEVICES AS REQUIRED. 5. NATIONAL ELECTRICAL CODE — NFPA 70 OF SERVICE AND APPLICATION, AS DEMONSTRATED BY FlRESTOPPING C) FLUORESCENT BALLASTS SHALL BE PASSIVE HIGH POWER FACTOR, SOUND RATED, U.L 6. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. C) LABEL ALL OVERHEAD JUNCTION BOXES WITH PANEL/CIRCUIT DESIGNATION. LISTED/LABELED ELECTRONIC SAVING TYPE WITH NOT MORE THAN 20% TOTAL HARMONIC 7. NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION DISTORTION NOR LESS THAN 10%. BALLASTS WITH HIGH LINE STARTING CURRENT (GREATER 8. INTERNATIONAL POWER CABLE ENGINEER'S ASSOCIATIONN (IPECAC) IPE 2. FIRESTOPPING SHALL BE LISTED IN THE UNDERWRITERS LABORATORIES FIRE 16441 ENCLOSED DISCONNECT SWITCHES THAN 125% OF OPERATING CURRENT) ARE NOT ACCEPTABLE. 9. NATIONAL ELECTRICAL SAFETY CODE RESISTANCE DIRECTORY AND INSTALLATION SHALL BE IDENTICAL TO THAT 10. REQUIREMENTS OF LOCAL POWER CORPORATION SHOWN IN THE DIRECTORY. A) DISCONNECT SWITCHES SHALL BE HEAVY DUTY AND SHALL USE A QUICK —MAKE, D) HID BALLASTS SHALL BE HIGH POWER FACTOR TYPE WITH CWA TYPE CIRCUIT. 11. AMERICANS WITH DISABILITIES ACT (ADA). QUICK —BREAK MECHANISM WITH AN ENCLOSURE OF A NEMA TYPE CONFORMING TO 12. STANDARD BUILDING CODE 16123 BUILDING WIRE AND CABLE AREA IN WHICH IT IS INSTALLED. E) ALL BALLAST'S AND TRANSFORMERS SHALL BE PROVIDED WITH IN —LINE FUSE. 13. LOCAL CITY AND COUNTY CODES A) ALL BRANCH CIRCUITS SHALL BE STRANDED COPPER WITH THWN INSULATION. MINIMUM B) DISCONNECTS FOR MOTORS SHALL BE HORSEPOWER RATED. F) ALL FIXTURES SHALL BE U.L LABELED FOR APPLICATION (I.E. DAMP LOCATION, WET B) Ali MATERIALS SHALL BE NEW, FREE FROM DEFECTS AND SHALL BE EITHER SIZE 110 AWG (UNLESS NOTED OTHERWISE). LOCATION ETC.). UL LABELED, UL LISTED OR BEAR THE SEAL OF A NATIONALLY RECOGNIZED C) FUSIBLE DISCONNECTS SHALL BE PROVIDED WITH CURRENT LIMITING TYPE FUSES AND ELECTRICAL TESTING LABORATORY. B) FEEDERS AND SUBFEEDERS SHALL BE THWN COPPER. REJECTION CLIPS. FUSES SERVING MOTOR LOADS SHALL BE DUAL ELEMENT TYPE. G) POLE LIGHTING FIXTURES, POLES AND BASES SHALL BE RATED FOR 120 MPH STEADY WIND LOAD WITH A 1.3 GUST FACTOR AS AN ASSEMBLY. C) THE WORK REQUIRED UNDER THIS DIVISION SHALL INCLUDE ALL MATERIALS, LABOR C) COLOR CODING SHALL COMPLY WITH THE APPLICABLE NATIONAL ELECTRICAL CODE, 16478 OVERCURRENT PROTECTIVE DEVICES AND AUXILIARIES REQUIRED TO INSTALL A COMPLETE AND PROPERLY OPERATING EXCEPT PHASE CONDUCTORS OF EACH VOLTAGE SYSTEM MUST BE OF A DIFFERENT COLOR 16550 EMERGENCY LIGHTING ELECTRICAL SYSTEM. AND COLOR CODE SHALL COMPLY WITH THE 1975 EDITION OF THE NEC. A) PANELS SHALL BE FULL SIZE, I.E. MINIMUM 20" WIDE X 5-3/4' DEEP USING FULL SIZE, PLUG —ON, QUICK —MAKE, QUICK —BREAK CIRCUIT BREAKERS OF THE A) EMERGENCY LIGHTING UNITS SHALL MEET ALL APPLICABLE CODES AND D) THE CONTRACTOR SHALL FURNISH, PERFORM, OR PROVIDE ALL LABOR INCLUDING D) ALL FEEDERS AND BRANCH CIRCUITS SHALL BE PROVIDED WITH AN THERMAL MAGNETIC TYPE, STANDARDS, U.L USTED/LABELED, PLANNING, PURCHASING, TRANSPORTING, STORING, INSTALLING, TESTING, CUTTING EQUIPMENT GROUNDING CONDUCTOR. AND PATCHING, TRENCHING, EXCAVATING, BACKFILUNG, COORDINATION, FIELD B) MAINS SHALL BE LUGS ONLY OR MAIN BREAKERS AS REQUIRED, B) UNIT EQUIPMENT WITH INTEGRAL BATTERY BACK—UP, SHALL BE USED. VERIFICATION, EQUIPMENT (INSTALLATION AND SAFETY), SUPPLIES, AND MATERIALS E) ALL 120V CIRCUITS TO HAVE SEPERATE NEUTRALS. DO NOT SHARE NEUTRAL FROM ONE NECESSARY FOR THE CORRECT INSTALLATION OF COMPLETE ELECTRICAL SYSTEMS (AS CIRCUIT WITH NEUTRAL FROM ANOTHER CIRCUIT, C) ALL PANELS TO HAVE SEPARATE EQUIPMENT GROUND BAR AND 16670 LIGHTNING PROTECTION SYSTEM DESCRIBED OR IMPLIED BY THESE SPECIFICATIONS AND THE APPLICABLE DRAWINGS) IN TYPEWRITTEN DIRECTORIES. STRICT ACCORDANCE WITH APPLICABLE CODES, WHICH MAY NOT BE REPEATED IN THESE F) ALL 50HZ SYSTEM CIRCUITRY WIRING TO HAVE YELLOW COLORED "TRACE" MARKING A) A LIGHTNING PROTECTION SYSTEM SHALL BE PROVIDED AND INSTALLED ON THE SPECIFICATIONS, BUT ARE EXPECTED TO BE COMMON KNOWLEDGE OF QUALIFIED ON ALL CONDUCTORS. D) CIRCUIT BREAKERS FEEDING AIR—CONDITIONING AND REFRIGERATION STRUCTURE BY EXPERIENCED INSTALLERS IN COMPLIANCE WITH PROVISIONS OF BIDDERS. EQUIPMENT SHALL BE HACR RATED. CODE FOR LIGHTNING PROTECTION SYSTEMS AS ADOPTED BY THE NATIONAL FIRE 16131 OUTLET BOXES PROTECTION ASSOCIATION AND UNDERWRITERS' LABORATORIES. E) THE SPECIFICATIONS (DIVISION 16) AND CONTRACT DOCUMENTS REFERS TO WORK E) CIRCUIT BREAKERS FEEDING HID LIGHTING SHALL BE HID RATED. REQUIRED IN ADDITION TO (OR ABOVE) THE MINIMUM REQUIREMENTS OF THE NEC AND A) OUTLET BOXES SHALL BE "ONE PIECE" GALVANIZED STEEL (NO WELDED SIDES). B) ALL GROUND CONNECTIONS SHALL BE COPPER CONDUCTOR CONCEALED WITHIN BUILDING APPLICABLE LOCAL CODES. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AS BOXEX SHALL BE 4" SQUARE AND 1-1/2' DEEP GENERALLY. LARGER BOXES F) CIRCUIT BREAKERS USED FOR SWITCHING OF LIGHT FIXTURES SHALL BE SWITCH STRUCTURE IN 1" PVC. ALL GROUND RODS SHALL BE 5/8"x3O' COPPERCLAD TYPE WITH A MINIMUM AND WITH THE ADDITIONAL REQUIREMENTS CALLED FOR IN THESE WILL BE USED AS REQUIRED BY CODE. DUTY RATED. EXOTHERMIC CONNECTIONS. CONTRACT DOCUMENTS (PLANS AND SPECS). B) INSTALL BOXES TO PRESERVE FIRE RESISTANCE RATING OF PARTITIONS AND G) COORDINATE THE REQUIRED SIZE OF ALL CONDUCTORS CIRCUIT BREAKERS AND FUSES C) CONNECT ONE DOWN CONDUCTOR TO NEW MAIN SERVICE GROUNDING ELECTRODE F) SPECIAL REQUIREMENTS: SUBMIT (5) COPIES OF TECHNICAL INFORMATION ON ALL OTHER ELEMENTS. FEEDING EQUIPMENT, (I.E. MOTORS, HVAC, SPECIAL PURPOSE OUTLETS, CONDUCTOR. EQUIPMENT IN BINDER INCLUDING ALL LIGHT FIXTURES, DISTRIBUTION EQUIPMENT AND OWNER FURNISHED EQUIPMENT ETC.) WITH APPROVED EQUIPMENT SHOP SPECIAL SYSTEMS. MARK UP PRINTS OF THE DESIGN DRAWINGS WITH RED PENCIL 16141 WIRING DEVICES DRAWINGS AND OWNER REPRESENTATIVES PRIOR TO ORDERING PANELBOARDS. 16721 FIRE ALARM SYSTEMS SHOWING AN ACCURATE "AS —BUILT" RECORD OF THE ENTIRE SYSTEM. TEST EACH ITEM BREAKERS AND FUSES SHALL BE SIZED PER THE NEC, THE EQUIPMENT NAME PLATE AND OF EQUIPMENT. GIVE THE OWNER INSTRUCTION IN THE OPERATION OF THE SYSTEM. A) ALL RECEPTACLES SHALL BE 20 AMP, 125 VOLT GROUNDING TYPE, MANUFACTURES RECOMMENDATIONS. A) MODIFY THE EXISTING FIRE ALARM SYSTEM AS REQUIRED TO FACILITATE SECURE FROM THE OWNER A SIGNED MEMO STATING THAT TECHNICAL INFORMATION, AS —BUILT DRAWINGS AND INSTRUCTIONS IN OPERATION HAVE BEEN RECEIVED. SUBMIT SPECIFICATION GRADE. H) PANELS: PANELBOARDS SHALL BE DFADFRONi, COMPLETELY ENCLOSED FOR SURFACE THE RENOVATION AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. MEMO TO THE ARCHITECT/ENGINEER. OR FLUSH MOUNTING AS SHOWN ON THE DRAWINGS. THE CIRCUIT BREAKER UNITS SHALL SUBMIT COMPLETE SHOP DRAWINGS SIGNED AND SEALED BY A REGISTERED B) SWITCHES SHALL BE 20 AMP, 120/277V SILENT TYPE, SPECIFICATION GRADE. BE MOLDED CASE TYPE WITH THERMAL —MAGNETIC TRIPPING MECHANISM. PERMANENT, ENGINEER FOR PERMIT OF THE FIRE ALARM SYSTEM RENOVATION. G) COORDINATE AND VERIFY POWER COMPANY SERVICE REQUIREMENTS INDIVIDUAL CIRCUIT NUMBERS SHALL BE AFFIXED TO EACH BREAKER OR TO THE PANEL B) EXISTING FIRE ALARM SYSTEM 'SILENT PRIOR TO 81D. BID TO INCLUDE ALL WORK REQUIRED. C) RECEPTACLES LOCATED WHERE WATER OR WET CONDITIONS EXIST SHALL BE ENCLOSURE AND A TYPEWRITTEN DIRECTORY CARD SHALL BE PROVIDED INDICATING MANUFACTURER IS KNIGHT'. ON GROUND FAULT CIRCUITS OR BE GROUND FAULT INTERRUPTING TYPE. CIRCUIT CONTROLLED AND LOCATE IN A CARD HOLDER ON THE INSIDE OF THE DOOR. 16111 RACEWAYS AND FITTINGS EACH MULTI —POLE BREAKER IN MAIN AND/OR POWER PANELS SHALL BE FURNISHED WITH 16741 TELEPHONE SERVICE, PATHWAYS, AND WIRING 16190 SUPPORTING DEVICES A NAMEPLATE AFFIXED TO THE PANEL ENCLOSURE INDICATING CIRCUIT CONTROLLED. A) ALL WIRING SHALL BE INSTALLED IN APPROPRIATE RACEWAY SYSTEMS OF A) ALL EQUIPMENT SHALL BE FIRMLY MOUNTED USING APPROVED HANGERS I. ALL PANELBOARDS, BUSSING AND BREAKERS AS A UNIT SHALL BE FULLY RATED OR A) A TELEPHONE PATHWAY AND WIRING SYSTEM SHALL BE PROVIDED AS FOLLOWS INCLUDING: RIGID GALVANIZED CONDUIT, ELECTRIC METALLIC TUBING, SCHEDULE 40 PVC, ATTACHED TO STRUCTURAL PORTIONS OF THE BUILDING. SERIES RATED TO SAFELY INTERRUPT AVAILABLE SHORT CIRCUIT CURRENTS. THE AIC FLEXIBLE STEEL CONDUIT AND LIQUID—TITE FLEXIBLE CONDUIT AS CONDITIONS AND CODE DICTATE, EMT SHALL BE JOINED WITH STEEL SET SCREW TYPE FITTINGS. B) SUPPORTING WITH TIE WIRE IS PROHIBITED. RATINGS SHOWN ON THE DRAWINGS ARE THE MINIMUM RATINGS WHICH CAN BE 1. HORIZONTAL PATHWAY CONSISTING OF OUTLET BOXES AND CONDUIT PVC SHALL BE USED BELOW GRADE OR IN SLABS ONLY, PROVIDED WHEN THE AVAILABLE FAULT CURRENT IS LESS THAN THE AIC RATING STUBBED UP TO OVERHEAD STRUCTURE. INDICATED. B) ALL CONDUIT SHALL HAVE AN INSULATED COPPER EQUIPMENT GROUNDING C) ALL BEAM CLAMPS SHALL BE 3/8" MALLEABLE IRON (MICHIGAN HANGAR CO. 1310 B) PBX, MAIN DISTRIBUTION FRAME (MDF) TERMINAL BLOCKS AND CONDUCTOR THROUGHOUT THE ENTIRE LENGTH OF CIRCUIT WITHIN CONDUIT. OR APPROVED SUBSTITUTION). 2. THE POWER COMPANY SHALL BE CONTACTED, IN WRITING, WITHIN 10 DAYS OF THE TERMINATIONS AT THE MDF SHALL BE PROVIDED BY THE OWNERS D) DO NOT USE 'SPRING" TYPE CLIPS OR CLAMPS FOR SUPPORT OF ELECTRICAL AWARD OF THE CONTRACT BY THE CONTRACTOR TO VERIFY THE ACTUAL AVAILABLE C) MINIMUM CONDUIT SIZE TO BE i/2"C. CONDUIT, BOXES, ETC. SHORT CIRCUIT FAULT CURRENT (SCC) AT THE TRANSFORMER SECONDARY BUSHINGS. THE CONTRACTOR SHALL PROVIDE ELECTRICAL DISTRIBUTION AND UTILIZATION D) ALL EXPOSED PENETRATIONS THROUGH SLAB ON GRADE SHALL BE EQUIPMENT AND PMEL80ARDS WHICH HAVE AIC/WITHSTAND RATINGS GREATER THAN MADE WITH PVC COATED RIGID CONDUIT OR G.R.C. WITH MINIMUM THE AVAILABLE SSC AT EACH POINT IN THE ELECTRICAL SYSTEM, 2 COATS OF BLACK ASPHALTIC. SYSTEMS SYMBOL LEGEND SYMBOL DESIGN DESCRIPTION MOUNTING DESIGN SELECTION REMARKS TELECOMMUNICATIONS TERMINAL BOARD (WALL TO WALL SURFACE EXISTING 8 FT. HIGH, UNLESS OTHERWISE NOTED) TELECOMMUNICATIONS WALL OUTLET BOX AND BLANK FLUSH SEE SPECIFICATIONS a V PLATE WITH MINIMUM 3/4'C. TO NEAREST TTB OR TTC UNLESS OTHERWISE NOTED W TELECOMMUNICATIONS WALL OUTLET BOX AND BLANK FLUSH SEE SPECIFICATIONS b w PLATE WITH MINIMUM 3/4' C. TO NEAREST TTB OR TTC UNLESS OTHERWISE NOTED T TELECOMMUNICATIONS SYSTEM RACEWAY, CONCEALED, ********* 3/4" C. UNLESS TO LOCAL TTB OR TTC (UNLESS OTHERWISE NOTED) OTHERWISE NOTED SYSTEMS LEGEND NOTES: 1) SCREENED ELECTRICAL ITEM DENOTES EXISTING. 2) ' R ' BY DEVICE DENOTES EXISTING TO BE REMOVED COMPLETELY. 3) ' H ' BY DEVICE DENOTES DEVICE TO BE MOUNTED HORIZONTALLY. 4) ALL DIMENSIONS INDICATED IN LEGEND ARE TO THE BOTTOM OF THE OUTLET OR EQUIPMENT AND SHALL BE THE DIMENSIONS USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS. DIMENSIONS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS ARE TO THE BOTTOM OF THE OUTLET OR EQUIPMENT UNLESS INDICATED OTHERWISE. ALL MOUNTING HEIGHTS SHALL COMPLY WITH ADA REQUIREMENTS. VERIFY AND COORDINATE THE EXACT HEIGHT AND EQUIPMENT WITH ALL DOCUMENTS AND DISCIPLINES (I.E. ARCHITECTURAL, STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION, KITCHEN EQUIPMENT, MILLWORK, ETC.) PRIOR TO ROUGH —IN, ADJUST TO MEET ALL REQUIREMENTS. 5) ALL SYMBOLS INDICATED IN THIS LEGEND MAY NOT BE USED ON THE PLANS. 6) SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 7) ELECTRICAL CONTRACTOR TO PROVIDE PULL STRINGS IN ALL CONDUITS. 8) JUNCTION/OUTLET BOX SHALL BE SIZED AS REQUIRED FOR CONDUCTOR/DEVICES FILL PER N.E.C. 9) MAINTAIN WORKING CLEARANCES IN STRICT ACCORDANCE WITH N.E.C. AND SYSTEM INSTALLER REQUIREMENTS COORDINATE EXACT LOCATION OF EQUIPMENT WITH ALL DISCIPLINES (I.E. ARCHITECTURAL, STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION, KITCHEN EQUIPMENT, MILLWORK, ETC.) PRIOR TO ROUGH —IN TO MAINTAIN CLEARANCES. 10) OUTLET BOX SHALL BE SIZED PER SYSTEM INSTALLER REQUIREMENTS. REMARKS: a) MOUNTED 16" ABOVE FINISHED FLOOR TO THE BOTTOM. b) MOUNTED 44" ABOVE FINISHED FLOOR TO THE BOTTOM. c) MOUNTED 6' — 0" ABOVE FINISHED FLOOR TO THE TOP. d) PROVIDE VANDAL PROOF CAGE ON EXTERIOR SPEAKERS e) SUPPORT OUTLET BOX FROM STRUCTURE WITH (1) 3/8" ALL THREADS MINIMUM. BOXES. LIGHT 1 FIXTURE SCHEDULE FOR: 2002136 DATE: 01 15/03 TYPE DESCRIPTION DESIGN SELECTION APPROVED SOBST. VOLTS LAMPS FIXT. A 96" SUSPENDED INDUSTRIAL FIXTURE WITH DAYBRTTE LIGHTOUER 277 4—F32/35K WHITE PAINTED REFLECTOR AND 10% UPUGHT, TlFD232—PP TFA242RS27704 4 LAMP, SINGLE ELECTRONIC BALLAST. AE 96" SUSPENDED INDUSTRIAL FIXTURE WITH DAYBRITE UGHTOUER 277 4—F32/35K WHITE PAINTED REFLECTOR AND 10% UPUGHT, T1FD232—PP—E5 TFA242RS27704 f FBP50 4 LAMP, SINGLE ELECTRONIC BALLAST. PROVIDE EMRGENCY BATTERY PACK WITH MIN. 1400 LUMEN OUTPUT(2 LAMP OPERATION). SLA TWO CUT—OFF HID LUMINAIRES MOUNTED 30'-0' EMCO WIDELITE 480 2-40OW A.F.F. ON DIRECT BURIAL CONCRETE POLE, ECA18-2-3H-400HPS—PCB AL3S-400-3H-480 HPS BRONZE COLOR, TYPE III DISTRIBUTION, (FIXTURE) —QV—SS—F2—DB INTEGRAL PHOTOCELL MINIMUM WIND LOADING PRE —CAST SPECIALTIES SPTA—D2180-2.375X4—DB FOR FIXUTRE/POLE TO BE 120MPH WITH 3711-0-2 (FIXTURE) A GUST FACTOR OF 1.3. (POLE) PRE —CAST SPECIALTIES 3711-0-2 (POLE) WL WALL MOUNTED HID LUMINAIRE, DIE—CAST DAYBRTTE EXCEUNE 277 1-150W ALUMINUM HOUSING WITH PRISMATIC GLASS WLM150S—PE 313153LX-8—FS/PCB HPS REFRACTOR, DARK BRONZE COLOR. PROVIDE INTEGRAL PHOTOCELL CONTROL X1 SINGLE FACE EXIT SIGN, LED, UNIVERSAL CHLORIDE UGHTOUER 277 FURNISHED MOUNTING/ARROWS, U.L LISTED. PROVIDE SLNIRW LLNURW WITH EMERGENCY BATTERY UNIT. X2 SAME AS FIXTURE TYPE "X1" EXCEPT CHLORIDE UGHTOUER 277 FURNISHED DOUBLE FACE. SLN2RW LLNURW NOTES: 1. PROVIDE IN—UNE FUSING FOR ALL HID AND FLUORESCENT BALLASTS. 2. PROVIDE LIGHTNING ARRESTOR FOR FIXTURE TYPE 'SLA"(LOCATE AT POLE HANDHOLE). T —ik-ALE Associates, Inc. Architects " Engineers " Environmental Consultants AA 0002369 . EB 05483 " ASBESTOS ZA 0000034 S wff 1320 N. SEMORAN BLVD. SUITE 203 ORLANDO, FLORIDA 32807 TELEPHONE 407.658.4151 R FACSIMILEi 407.658.4410 www.gleassoclates.com 4011101 s Q %LG ORLANDO, INC. 154 WHSHDZS BOULEVARD CASSELBERRY, FL 32707 P Phone: 407.830.8822/Faz: 407.830.0838 www.klgconsoUdated.com Howard J. Paige, Jr. PE registration /0048168 JIM Orlando, Inc. Business reg. 100007323 2002136 PROJECT: INVACARE FACILITY 0 2701 EAST LAKE MARY BLVD. LAKE MARY, FLORIDA 32773 N M COPYRIGHT: L NOTICE: THE DATA SHOWN IN THIS DOCUMENT INCORPORATES PROPRIETARY RIGHTS UNDER FEDERAL COPYRIGHT LAW AND IS THE INTELLECTUAL PROPERTY OF KLG ORLANDO, INC. IT MUST NOT BE DUPLICATED IN WHOLE, OR IN PART, WITHOUT THE WRITTEN CONSENT OF KLG ORLANDO, INC. 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(ON' _.__.. _._... .. ;i _ + _ N ROOF) ;y ri?;.i^tSs=tl! .. jf 1 LA-3436 i I r`' 1`3 - �' +58 I 4�35 I r t�,3 �1 L 1 i LB J.f;,go, 3-' _-1 I 1 p ii _• I I ?} f) -27 9, r LA-56,a8 I ; T_.i 1 I I __ p 1 I I i i ': r r; r p — _ i Hi-1 i Ss I - J` i ! .,•] :`.i..."i ;...-.{`.j_f. _(.(_r,#. y t -'`s ; , $ (, I i F-- ;.i _ >r_i S LA-52 541 1 I i I i } * - = EE!'UJI} }Ij}I�p.Iii 'i :jt_3?_' L_.� -aa-' !I I I I {+) �p ra.yI T - 1 r►, r�-1 LA-29 31 { u LA-33,35 ___1 5 LA-48,50 _ i " } 1 ; !? I 1 , ii I i+58 LB-31 33 --- _ } 1 - I LA-26,28 _ _ , +58 1 t i - -_ I ! t i 1A-44 46 ! I I } j 1 �� _w_ j I f J sa' I ►;>xp� 2 i I RACK ' � 1 L p 1 I i ; 1 r 1 1 i 58 i — -- --- _.. :. ,al t 1 I j l _- p ,._.. 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I i __...._-------- _...., _. -,_..__.._._.__..____.__..______...__ __.__.._.____ __._.__.._________.__._---.__...____._______._----.__.__________._._________-___...____. _ _-...__ __----______._� TYPICAL- 19 H1-20:22:24 H1-61:63:65 1 �)144'f ( -- -, +� H1-19:21:23 i` ; ' " -%' __.. H1-25:27:29� Is _f'..{{_..-. 1 T I 1 1 +58" 25KVA 13 3 I BATTERY I } I f r__ I E8.1 I I L---- Z{ -, ; Iy `r C CHARGER I -- ' i '� c�} r i j # 3 I..�__._ I �j ► IF , \I 1 „ H1-2:4:6 I I�-----� H1-26:28 I C C I +58 � iT r -,% 13 1 1 LB-10,12 I ul l ,iF! t � I----- p�'' '° I IEc ------------ _.... 1 1 11 I +58" +58" 1 « I58 ; 1 si 13 _ i r....1 I - LB 22 3. 4 0 j ` a_ �I i u.J 1 ` h �,; 1 Try Ell 1-1 -7:9:114 1 LB-19,21 H1-8:10:12 J _ I 1 } 09 RiAi,, pr I _ + _ jtC j�Ef.. r WPG ° „ s1 EXISTING PANEL j ' 3 ' r r LB-6,8H1 43:45:4� r}}C) P� ` t +58 p = f I IN RELOCATED L_ ° , _...._.. �r�--- / (( ll11LL /� I .Hj__ C rit�C.`vt3 i i s J.B. HUNT TRAILER o2 ; # ,' F— _ 1 H1-7:9:11 1+58 -__, I----- ; .H ° i 0� R? I ; ° (N ROOF) ! t I } 19 I- _ 1 i I I C j _ 1 r I i t 4-37:39N41„`._._______._. +58" 1 i 1 n 1 r _ __ p I jl r.• } H1-1:3:5� I 1 C -1 I11+58 t�� „ ' �5�'I * j II� }liirl�+58 }13� n 1 • � � 1 _�+58 � EF-1 EF-2 2 3 1 4 I !1ENOVATION FLOOR PLAN — AREA 1 — POWER SCALE: 1/8" = 1'-O" on 7 0 10 12 13 14 15 SCALE: 1/8" = 1'-0" GENERAL NOTES: 1) REFER TO SYMBOL LEGEND AND GENERAL NOTES ON SHEET EO.1. 2) REFER TO SPECIFICATIONS ON SHEET EO.2. 3) VERIFY EXACT LOCATION OF ALL OUTLETS WITH OWNER PRIOR TO INSTALLATION. 4) ALL CONDUCTORS INSTALLED IN OVERHEAD WIREWAY SYSTEM SHALL BE #8 MINIMUM (REGARDLESS OF WIREWAY SIZE). 5) REFER TO EQUIPMENT FEEDER SCHEDULE ON SHEET E6.1 HEX NOTES: Ul THE FLOOR IN THIS AREA IS TO BE PAINTED YELLOW WITH BLACK LETTERING TO READ, "DEDICATED SPACE FOR ELECTRICAL EQUIPMENT - NO STORAGE ALLOWED". �2 VERIFY EXACT LOCATION OF TRAILER WITH OWNER. O PROVIDE G.R.C. ON EXISTING CONCRETE SLAB. U4 PROVIDE #4 BARE SOLID COPPER GROUND CONDUCTOR FROM PANEL GROUND BUS TO TRAILER FRAME AND (1) 5/8"x3O' COPPERCLAD GROUND ROD. LOCATE GROUND ROD ADJACENT TO EXISTING BUILDING. �5 4"x4" WIREWAY WITH TOP HINGED COVER AND FACTORY KO'S (SQUARE-D CLASS "5100" SERIES). PROVIDE ALL AS REQUIRED FOR COMPLETE INSTALLATION. FIELD COORDINATE ALL FINAL ELEVATIONS WITH OWNER PRIOR TO INSTALLATION. REFER TO GENERAL NOTE #4. �6 PROVIDE "CROSS" FITTING AS INDICATED. JUNCTION BOX LOCATED ON BOTTOM OF STRUCTURAL JOIST FOR FUTURE. SIZE PER N.E.C. JUNCTION BOX FOR FUTURE 50HZ MG SET. �9 PROVIDE l h"x1 %" KINDORF SUPPORT ATTACHED TO FLOOR AND OVERHEAD STRUCTURE. 10 PROVIDE 3P, 30A, 60OV, NEMA 1, N.F. DISCONNECT SWITCH WITH (3) #10 AND #10 GROUND IN 3/4" CONDUIT BACK TO PANEL. VERIFY EXACT LOCATION WITH OWNER. 11 EACH DUPLEX OUTLET TO BE CONNECTED TO SEPARATE CIRCUIT. 12 DISCONNECT SWITCH PROVIDED WITH EQUIPMENT. 13 COORDINATE EXACT LOCATION WITH EXISTING ELECTRICAL EQUIPMENT. 14 PROVIDE 30RA, 250V, 3W, NEMA CONFIGURATION L6-30R TWISTLOCK RECEPTACLE ON PENDANT CORD DROP. 15 (3) #6 AND #10 GROUND IN 1"C.. 16 PROVIDE DUPLEX RECEPTACLE CONNECTED VIA RED PILOT LIGHT SWITCH. 17 CUT AND PATCH EXISTING CONCRETE SLAB AS REQUIRED TO FACILITATE INSTALLATION OF U.G. SERVICE CONDUITS. 18 PROVIDE 30A, 120V, NEMA L5-30R CONFIGURATION TWISTLOCK CORD CAP RECEPTACLE ON PENDANT CORD DROP TO VAC OVEN. 19 VERIFY EXACT LOCATION WITH OWNER. 20 6"x6" WIREWAY WITH TOP HINGED COVER AND FACTORY KO'S (SQUARE-D CLASS "5100" SERIES). PROVIDE ALL AS REQUIRED FOR COMPLETE INSTALLATION. FIELD COORDINATE ALL FINAL ELEVATIONS WITH OWNER PRIOR TO INSTALLATION. REFER TO GENERAL NOTE #4. 21 PROVIDE 1"C. BACK TO PANEL AND/OR WIREWAY. 17 f 19 20 T GLE Associates, Inc. ® Architects • Engineers ^ Environmental Consultants AA 0002369 • EB 05483 ° ASBESTOS ZA 0000034 S 1320 N. SEMORAN BLVD. SUITE 203 ORLANDO, FLORIDA 32807 TELEPHONES 407.658.4151 R FACSIMILEi 407.858.4410 www.gleassoclateo.com rotrsJ� IM ORLANDO, INC. 154 11HSBIRI BOULEVARD CAS'Sffiaim, FL 327o7 Phone: 407.090.8822/Faz: 407.090.509E p wwwIlgconsolidated.com Howard J. Paige, Jr. PH registration 10040196 IM Orlando, Inc. Business reg. #00007323 200213E PROJECT: INVACARE FACILITY 0 2701 EAST LAKE MARY BLVD. LAKE MARY, FLORIDA 32773 N M COPYRIGHT: NOTICE: THE DATA SHOWN IN THIS DOCUMENT INCORPORATES PROPRIETARY RIGHTS UNDER FEDERAL COPYRIGHT LAW AND IS THE INTELLECTUAL PROPERTY OF KLG ORLANDO, INC. IT MUST NOT BE DUPLICATED IN WHOLE, OR IN PART, WITHOUT THE WRITTEN CONSENT OF KLG ORLANDO, INC. COPYRIGHT 0002 K REVISIONS NO DATE DESCRIPTION BY 12/26/02 90% PRICING SET 0 QYX( 7,03 PERMIT SE J I G KEYPLAN r , N.I.0 NEW BATHROOMS COMPRESSOR AREA E RENOVATION WORK j NEW ADDITION D DRAWN BY: CH JOB NO.: 02000-03745 CHECKED BY: GM DATE: 12/20/02 SCALE: 1 /8=1'-O" SHEET NAME C RENOVATION FLOOR PLAN AREA POWER B SHEET NUMBER E2sl A R 7 9 10 12 13 14 15 16 I 17 I 18 I 19 j 20 S 0 0 N M L s { RTU-1 i K H G F E n C n 2 I 3 I 4 f !� PANEL C2� �` 59HZ MG / ,E8.1 f' f fSET #2 , PANEL "C2C`/ f J PANEL°, s PANEL f' H2,EL 3 �B" f y ; 'f ✓�"�" r!� j� ° r'` `f/� C 1 1! I r s 1 E8 2 TYP.�._______ L2B-49 1 iED ; i I 112.5 112.5 i ILA--11' --- _.__.w____--__.___.___.__________--_.._._- i KVA KVA 2® i I I i CUT- sSI._i I{tr:Y j m }I... 5:' r -._I(- r' i' J, 10 i i 13 ;r 18 19 20 L26-51 1 s , I Iw i I-rf I, I, I C1-22:24 _ _, L26-i11 L2B-231 ti. L2B-121° ? #ter, ^, 4� L2A-241 1 , 1 jj , f1L � � xrr L[f1 � r �._._,. 4..__._ I £. �, r �i e # I �Xr �_'. NVIT i Cat},s 6, I,.tiE "yS i] f C $) t s r 1 r I T �' i--1,2B-35 _....__. � r� 11 rf 1 23 r, 1 � 35 }, +,36 - <,1` I ry t , y _ ; r I l L2B t �� 12 I- r I ®® I �' * ? ;a °' ? ; i I I'i "- i 'i- ; L2A 34-' 1 ; . L2B 21�-; L26=10 I L2B=22-k�- ,_24 I L26-25 �._.. �® 2 A i 4 i 12A 21 L2A 33 i s L2A 10 1 i L2A�22. j s r I2B ; 9 I u t -11 ' } I i I i 7 - _._ fl C1 6:8 C2A- C2B-,�,,, C2 ' C_ II C 1-13:15,17:19 l _ ',__. i ? ; , __,a -; ' 1 _ I ! : _ i i 14:116, 14 �116, 1416, L2B-37 39 L2B 4 Y ..1 � 1 L2B-33 'ff # 12 I },- -_- i l _ _ k" t 18:20-1820-"T8'20 3} t, , .i r F r; _ ju_-s a - { -- i Sj l?,1 hsiz L26-19 +tr sa L2B-8r.:I L2H-20` ='I 4rt I Siia r4 `c �S t€d; I I j ;�•� ® �m•H i �i-3II i ism; I 1 y i L� < {i # _ ! _ T I I 11 LEA-'' L2A4191 i L2A 31 i L2A g `s �q! p r E i; i C�- i t C2B- i C2C- 12 C1-';21:23 7i 1 i i 1 ;a 4 : , j '' -$ � i ik ! i '2.4 , I ,1. 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DUCT' ��ii`1^. -- i � 4�'` i 4� y IS�'� L� � j ��� 44 ��� 1 �s;{ }_ L � 1- �-il +_ f it I r V ~' L2,A 's + L2A 15 I L2A 27 L2A-4 + L2A' 16 I q" f I2B ` 3 C2,4 i, C213 C2C ✓ ,p__ _I_ 3' , s ; s I ' s i C1�5:7 r7'" 4 9: 1 f 9: 1, �"1� 9:'1 �'i • I I i I } 1 L2Q-4�_ _ ! i 1 1 1 5 f �i 1 , t ._ _ _ I t __ j_-__ 1 t,;,l._.._.. y_-_i i s _1315 '1 13i15 111 { ram- ---i i ._.�___.. r w - i Si - _ I fH2-2:4:6-- - - '� �; ?.1' i? L2A-26 T ,i fi._.- I �,r i }f - -_ i r, i:I r "-A L2B 2r�.L2B 141T�,_ 1 L2B-31 , i r+'t . sr ' .I , 13 j j j .J i i • ► 3 p i L' L r ; ! 1 L s- .s i L _ i t ? _ L _ ' ' 1A L 2A 13 L2A 25' L2A 2 ii L2A- 14 { �' �- 3 ,; `B 1 C2A- i C2B ; C2C 17 1 I r C 1 1:3 r i is T' 1:3 '.�- 1: Xe I _s , c�J zf i :P1 _.... a 1 t. s t 5:7 i I ,._ 5 j L2B 50,52 -_; f iw :: _..._ __ Tir 4•" F I tV ( Y f+'fi E '. A,.,:>-1 r i TYP. 14 TYP. 15 L26-47 2 ` i i 2 C1-14:16 I L26-42'��'� i } 1, , Ea _ i L.__ �,�i7 _.__.1 26 Ii tW? r,,.1 -1 �hiw DI _� _ 52� 7}- r C1 18:20 �Y L�1J __--- f - � iRE:'�'�1 3 L26-43 i i H2-8:10:12 i 4 -; p .a I -? i r }.. - 1 I2B 34 I TY I + ' ? ' ' i---FFI--�-------- I--�----------- ----- ,:.� <t E8.2 I I i r -; I -- . L26-338,40 3 f i 9 i 1 26,28 ,� I+H i►-- �, i 38[ I ? i ; 30 i i hN 7 - _ ___ ,...-__- , ,iL t _ I i.__ `` a � ? 30 32 _ ROt.I..01`6 sC'! j ! , r• , 7--------- L2B-36 ...�. �1`a:. -. PAICK r rl trt � P t iiy ti i'ir?`sS'{' S -d dl`1r/ �/4?AP i + JF 4 I 4-WAY �`�d� ;J'�t �`� �r/j'�"3;i`� 1 j � I i ,'J1.;C..r-tltiL� ti:AieEt.� Ir�fr.,>r'g{� � 5 6 SCALE: 1/8" = 1'-0" 7 10 12 �H2-13:15:17 I i PACK HOIST PUMP * i (LOCATED IN OVERHEAD I I STRUCTURE) I I e I-----4I+----j 13 14 15 17 GENERAL NOTES: 1) REFER TO SYMBOL LEGEND AND GENERAL NOTES ON SHEET EO.1, 2) REFER TO SPECIFICATIONS ON SHEET EO.2. 3) VERIFY EXACT LOCATION OF ALL OUTLETS WITH OWNER PRIOR TO INSTALLATION. 4) ALL CONDUCTORS INSTALLED IN OVERHEAD WIREWAY SYSTEM SHALL BE #8 MINIMUM (REGARDLESS OF WIREWAY SIZE). 5) REFER TO EQUIPMENT FEEDER SCHEDULE ON SHEET E6.1 HEX NOTES: 01 THE FLOOR IN THIS AREA IS TO BE PAINTED YELLOW WITH BLACK LETTERING TO READ, "DEDICATED SPACE FOR ELECTRICAL EQUIPMENT - NO STORAGE ALLOWED". �2 4"W WIREWAY WITH TOP HINGED COVER AND FACTORY KO'S (SQUARE-D CLASS 5100 SERIES). PROVIDE ALL AS REQUIRED FOR COMPLETE INSTALLATION. FIELD COORDINATE ALL FINAL ELEVATIONS WITH OWNER PRIOR TO INSTALLATION, REFER TO GENERAL NOTE #4. �3 CONNECT NEW WIREWAY DOWN TO EXISTING WIREWAY PROVIDED WITH OWNER'S RELOCATED EQUIPMENT. �4 PROVIDE 1 "C. WITH ALL HOMERUNS FEEDING 50H, 220V OUTLETS, BACK TO PANEL 'Cl' FROM EXISTING WIREWAY (PROVIDE #10 CONDUCTORS). 5 CONNECT TO JUNCTION BOX PROVIDED WITH OWNER'S EQUIPMENT. (D CONNECT TO DISCONNECT SWITCH PROVIDED WITH OWNER'S EQUIPMENT, (7 PROVIDE (2) 50HZ, 220V QUAD OUTLETS ON PENDANT CORD DROP. (8 COMBINATION STARTER FURNISHED BY OWNER; INSTALLED BY DIVISION 16000, OJ PROVIDE 3P, 60OV, 30A, NEMA 1, N.F. DISCONNECT SWITCH WITH (3) #8 AND #10 GROUND IN 3/4" CONDUIT BACK TO PANEL VIA OVERHEAD WIREWAY. 10 PROVIDE "CROSS" FITTING AS INDICATED, 11 PROVIDE 50HZ, 220V DUPLEX OUTLET ON PENDANT CORD DROP, 12 PROVIDE 30A, 125V, NEMA L5-30R TWISTLOCK RECEPTACLE ON PENDANT CORD DROP. 13 CONNECT NEW CIRCUIT TO EXISTING QUAD OUTLET PROVIDED WITH OWNER'S EQUIPMENT. 14 PROVIDE NEW 50HZ, 220V OUTLET IN EXISTING BOX AND CONNECT TO NEW CIRCUITRY AS INDICATED. 15 PROVIDE TWO (2) NEW 50HZ, 220V OUTLETS IN EXISTING BOX (SPLIT -WIRED FOR 2 CIRCUITS) AND CONNECT TO NEW CIRCUITRY AS INDICATED. 16 THIS NOTE NOT USED. 17 6"W WIREWAY WITH TOP HINGED COVER AND FACTORY KO'S (SQUARE-D CLASS 5100 SERIES). PROVIDE ALL AS REQUIRED FOR COMPLETE INSTALLATION. FIELD COORDINATE ALL FINAL ELEVATIONS WITH OWNER PRIOR TO INSTALLATION. REFER TO GENERAL NOTE #4. 18 PROVIDE 1 1/4"C. WITH ALL HOMERUNS FEEDING 50HZ, 220V OUTLETS BACK TO PANEL 'C2A' FROM EXISTING WIREWAY (PROVIDE #10 CONDUCTORS). 19 PROVIDE 1 1/4"C. WITH ALL HOMERUNS FEEDING 50HZ, 220V OUTLETS BACK TO PANEL 'C2B' FROM EXISTING WIREWAY (PROVIDE #10 CONDUCTORS). 20 PROVIDE 1 1/4"C. WITH ALL HOMERUNS FEEDING 50HZ, 220V OUTLETS BACK TO PANEL 'C2C' FROM EXISTING WIREWAY (PROVIDE #10 CONDUCTORS). 19 20 r GLE Associates, Inc. Architects • Engineers • Environmental Consultants ® AA 0002369 . EB 05483 •ASBESTOS ZA 0000034 S 1320 N. SEMORAN BLVD. SUITE 203 ORLANDO, FLORIDA 32807 TELEPHONEi 407.658.4151 R FACSIMILEi 407.658.4410 www.gleassoclatos.com roi Dw Xw ORLMO, INC. 154 iIHSHM 13011YAO CASSSL MY, n 32707 p Phone: 407.830.8822/Faa: 407.030.0838 www.Ugeonsolidated.com Howard 7. Paige, Jr. PR re Inc. j0048198 HIG Orlando, Inc. Baetneea reg. #00007323 2002136 PROJECT: INYACARE FACILITY 0 2701 EAST LAKE MARY BLVD. LAKE MARY, FLORIDA 32773 M COPYRIGHT: L NOTICE: THE DATA SHOWN IN THIS DOCUMENT INCORPORATES PROPRIETARY RIGHTS UNDER FEDERAL COPYRIGHT LAW AND IS THE INTELLECTUAL PROPERTY OF KLG ORLANDO, INC. IT MUST NOT BE DUPLICATED IN WHOLE, OR IN PART, WITHOUT THE WRITTEN CONSENT OF KLG ORLANDO, INC. COPYRIGHT 0002 K REVISIONS NO DATE DESCRIPTION BY 12/26/02 90% PRICING SET ® gY/bW PERMIT SE � G KEYPLAN 15 z5v I kno F N.I.0 NEW BATHROOMS COMPRESSOR AREA E RENOVATION WORK NEW ADDITION D DRAWN BY: CH JOB NO.: 02000-03745 CHECKED BY: GM DATE: 12/20/02 SCALE: 1 /8=1'-0" SHEET NAME C RENOVATION FLOOR PLAN AREA 2 PO B SHEET NUMBER T S t I I n /� N M L I J I G F E 0 C am I 2 1 3 I 4 I 5 I 6 1 . A, is XF.1 t t! 37, Tl i I t ,,Stn-f.�:>, Icifit I 3 S. I 1 1 sn � r. i c , t t i 1 -3 x sI 4 SW-m i l si s•; a { t Yy 1 , i 1 _ _ ;. {S.. F! , i t" is I { I I !•i Ir1i-T� i t t I � { ,'_J� I 1 [ f l l —;I t CA iit 3 I r ._._.. v.;r R i (n ! i 3 ___ H 5,MF-`r'L?_ I ;>,- -!{ ��-- �. � � I�.!s'! jlllsl;}Tj;(;f � PUMP +.fi l .....ak> 1 PACK ' r Ij PUMP 3 �1 I -.::a kkp », J t{ rt i0_2 CILENNPARTSj 1 N V E 4 T el Ry 2 1 3 RELOCATED J.B. HUNT TRAILER 12 5 �-- , iry! �� �3l � •; ivy �i t � A! _3 tt EN'G g s {I I ftl� � i 11 1 aI� -1I � z r £ t't.A lAr.. t I c3 I l - ; I r— I F— ='. i ;F1I, ., RTU-6 I Lai _i < S z NEW RTU-6 J3 If, I (0 q ROOF) I 1 i wI I Lc_i i F j I I ! (f) t } I !_LI C.J ata I i ;-A 1 <c I ., LLJPEI -- __.__.. i; !' { ''jl i jLJ it I i t_ --F 10CD i o:; i r, i ! V) I ETA i { I RTU-7 110CD Z7, 1 I c I i t_i: 14y c_c Oil tr! ; ! s 1 j ..i , _. I f I io i i 0 { 1p 1 1;. L f I I i 1._ ! i F'irli✓I.,)i.i, c 2 i NEW RTU-7� s.a_i Eel I I I i:. PRESS } (ON ROOF) i } WEI_.L i IENOVATION FLOOR PLAN — AREA 1 — SYSTEMS SCALE: 1 /8" = 1'-0" 0 7 i 91 10 12 13 14 1 15 1 16 1 17 1 18 1 19 1 20 14 15 SCALE: 1/8" = 1'-0" 17 GENERAL NOTES: 1) REFER TO SYMBOL LEGEND AND GENERAL NOTES ON SHEET EO.1. 2) REEFER TO SPECIFICATIONS ON SHEET EO.2. HEX NOTES: �1 PROVIDE 19" CONDUIT (EMPTY) UP TO BOTTOM OF STRUCTURAL JOISTS. PROVIDE 19" PVC CONDUIT (EMPTY) TO J. B. HUNT TRAILER COMMUNICATIONS JUNCTION BOX. ROUTE CONDUIT ON EXISTING CONCRETE SLAB. �3 DOWN TO DEVICE LOCATED BELOW. PROVIDE NEW INITIATION AND NOTIFICATION CIRCUITS AS REQUIRED. 4o EXTEND AND CONNECT TO EXISTING BUILDING FIRE ALARM SYSTEM. PROVIDE INITIATION AND CONTROL CIRCUITS AS REQUIRED. O EXTEND AND CONNECT TO EXISTING BUILDING FIRE ALARM SYSTEM. PROVIDE INITIATION AND NOTIFICATION CIRCUITS AS REQUIRED. in 19 20 T GLE Associates, Inc. Architects • Engineers • Environmental Consultants AA 0002369• EB 05483 ° ASBESTOS ZA 0000034 S 1320 N. SEMORAN BLVD. SUITE 203 ORLANDO, FLORIDA 32807 TELEPHONES 407.658.4151 R FACSIMILEi 407.658.4410 www.gleasooclatoo.com Q t i0irWAI* HI.G ORLANDO, INC. 154 WILSHIRE BOULEVARD CASSELBERRY, Fl, 32707 Phone: 407.830.6622/Faz: 407.830.6836 p www.klgconsoRdated.com Howard J. Paige, Jr. PE registration J0048198 ELG Orlando, Inc. Business reg. 100007323 2002136 0 PROJECT: INVACARE FACILITY 2701 EAST LAKE MARY BLVD. LAKE MARY, FLORIDA 32773 N N COPYRIGHT: L NOTICE: THE DATA SHOWN IN THIS DOCUMENT INCORPORATES PROPRIETARY RIGHTS UNDER FEDERAL COPYRIGHT LAW AND IS THE INTELLECTUAL PROPERTY OF KLG ORLANDO, INC. IT MUST NOT BE DUPLICATED IN WHOLE, OR IN PART, WITHOUT THE WRITTEN CONSENT OF KLG ORLANDO, INC. COPYRIGHT 20021 K REVISIONS NO DATE DESCRIPTION BY 12/26/02 90% PRICING SET 0 QY/V7&3 PERMIT SE J II A KEYPLAN F N.I.0 NEW BATHROOMS COMPRESSOR AREA E RENOVATION WORK NEW ADDITION D DRAWN BY: CH JOB NO.: 02000-03745 CHECKED BY: GM DATE: 12/20/02 SCALE: 1 /8=1'-0" SHEET NAME C RENOVATION FLOOR PLAN AREA 1 SYSTEMSB SHEET NUMBER E3ol A T 61 I `i A i f 0 i 1 t� Qx4 �f ;'\c M t r I L H I. II K II II it fl 1 jl 1 J i !I i I it H G E 11 A C I W 3 2 1 3 1 4 4 5 9 L 7 9 10 iENOVATION FLOOR PLAN — AREA 1 — LIGHTIN" SCALE: 1 /8" = 1'-0" 0 7 E 10 12 13 I �._...,. ._ .. i P. '....._.. , '. ..__ _-- i I NL 1 V) < r -----+I+ ----- — --- tri9.1I I j ZC 1 A Li AE i s WL 12 13 WL 14 14 15 16 1 17 I 18 I 19 I 20 GENERAL NOTES: 1) REFER TO SYMBOL LEGEND AND GENERAL NOTES ON SHEET E0.1. 2) REFER TO SPECIFICATIONS ON SHEET E0.2. 3) MOUNT ALL TYPE "A" AND "AE" FIXTURES TO BOTTOM OF OVERHEAD STRUCTURAL JOIST. HEX NOTES: 0 RELOCATE EXISTING WALL MOUNTED FIXTURE TO ACCOMMODATE NEW BUILDING ADDITION. INTERCEPT, CONNECT AND EXTEND EXISTING CIRCUITRY AS REQUIRED TO NEW LOCATION, THIS FIXTURE DESIGNATED AS "NIGHT LIGHT". CONNECT TO LOCAL LIGHTING CIRCUIT AHEAD OF SWITCH. #12 CONDUCTORS AND #12 GROUND THROUGHOUT. 15 r _ f-------------- Lj AE Lj A DOWN TO ! ,-- SWITCH ON iw 1 ST FLOOR s- - - --. --Hi---------------- 4 4 A A II I I tS I { ; `0 -------II------- {f� A AE ; 6 X . .. ......... 0:imw� �l A SCALE: 1 /8" = 1'-0" T ik GLE Associates9 Inc. Architects • Engineers • Environmental Consultants AA 0002369 . EB 05483 • ASBESTOS ZA 0000034 S 1320 N. SEMORAN BLVD. SUITE 203 ORLANDO, FLORIDA 32807 TELEPHONEi 407.658.4151 R FACSIMILEi 407.658.4410 www.gleagooclates.com XLG ORLANDO. INC. 154 WHERM BOULEVARD CASSRLBERRY, FL 32707 Phone: 407.830.6622/Fax: 407.830.6836 n r www.klgconmofdated.com Howard J. Paige, Jr. PIS registration j0048198 HLG Orlando, Inc. Business reg. #00007323 2002136 PROJECT: INVACARE FACILITY 0 2701 EAST LAKE MARY BLVD. LAKE MARY, FLORIDA 32773 1 M COPYRIGHT: L NOTICE: THE DATA SHOWN IN THIS DOCUMENT INCORPORATES PROPRIETARY RIGHTS UNDER FEDERAL COPYRIGHT LAW AND IS THE INTELLECTUAL PROPERTY OF KLG ORLANDO, INC. IT MUST NOT BE DUPLICATED IN WHOLE, OR IN PART, WITHOUT THE WRITTEN CONSENT OF KLG ORLANDO, INC. COPYRIGHT 2002 K REVISIONS NO DATE DESCRIPTION BY 12/26/02 90% PRICING SET ® QYX VY g3 PERMIT SE W G KEYPLAN F N.I.0 NEW BATHROOMS COMPRESSOR AREA E RENOVATION WORK NEW ADDITION D DRAWN BY: CH JOB NO.: 02000-03745 CHECKED BY: GM DATE: 12/20/02 SCALE: 1 /8=1'-0" SHEET NAME RENOVATION FLOOR PLANG AREA LIGHTING B SHEET NUMBER E4ml A 17 I 18 19 20 2 3 9 5 I 6 I 7 I 8 9 10 12 13 14 I 15 I 16 j 17 I 18 j 19 20 T S I 0 N M L K J G F E u 0 VOLTS L-N : 277 MAIN OPTIONS REQUIRED PANEL : MDP-2 (NEW) AIC RATING 65 KA ENCLOSURE DATA VOLTS PH.: 480 S.E. RATED : YES MCB : 1600 AMPS FULLY RATED OR SERIES RATED NEMA : 1 PHASE : 3 GFI PROT.: YES MLO : N/A AMPS (MINIMUM, SEE SPECIFICATIONS) SECTIONS : 2 MOUNTING : SURFACE SHUNT TRIP : YES WIDTH/SECT.: 36 MFR : SQ. D. DEPTH : 24.00 TYPE : QED DESCRIPTION LOAD LOAD AMPS AMPS AMPS C.B. C.B. CKT. CKT. C.B. C.B. AMPS AMPS AMPS DESCRIPTION LOAD LOAD CONN TYPE AMPS POLES NUM. NUM. POLES AMPS CONN TYPE PNL H1 237 14 237 350 3 1 2 3 250 140 TT7V IOOHP COMP. 140 17 237 14 237,. ___ __= 3 4 140 t ,,, EXISTING 140 17 237 14 237 =__ __= 5 6 140 =__= 140 17 PNL H2 225 14 225 400 3 7 8 3 400 215 150HP COMP. 215 17 225 14 225 __ __= 9 10 =__ _ 215 EXISTING 215 17 225 14 °` 225 =__ __= 11 12 =__ = 215 =__= 215 17 PNL LA 63 14 61 110 3 13 14 3 150 83 60 HP COMP. 83 17 63 14 61 < „s -__ __= 15 16 =__ _ 83 EXISTING 83 17 63 14 61 =__ __= 17 18 =__ = r 83 =__= 83 17 PNL H3 122 14 122 250 3 19 20 3 0 „ SPACE 22 122 14 122 -__ __= 21 22 === _ 0 22 122 14 122 =__ __= 23 24 0 =__= 22 PNL L1 32 5 32 60 3 25 26 3 45 13 PNL LB 12 14 32 5 444 32 -__ __= 27 28 =__ = ° 13 ___= 12 14 32 5 32 ___ __= 29 30 13 12 14 SPACE 22 0 3 31 32 3 0 SPACE 22 22 0 �s� __ __= 33 34 === ===0 ..o - 22 22 p" ___ __= 35 36 === = y ___= 22 SPACE 22 0 \y 3;= 3 37 38 3 0,- SPACE 22 22 0 s ___ __= 39 40 =__ _ >=z 0 s —__= 22 22 0,.. ___ __= 41 42 =__ _ 0 ==== 22 SPACE 22 0 3 43 44 3 30 0 SURGE SUPP 22 0 ___ __= 45 46 =__ = 0 22 = 0 =__ __= 47 48 =__ 0 0 0 0 p p D 0 0 TT 9! J 0 IMIMI p 0 SUBFEED C.B. OR FEED —THROUGH LUGS AS INDICATED, NOT APPLICABLE IF BLANK 0 r 0 .: 3 3 0 AMPS KVA 1128 : AMPS PHASE A ACTUAL CONN. LOAD : 1130 939 1128 : AMPS PHASE B NEC DEMAND : 1119 930 1128 : AMPS PHASE C VOLTS L—N : 277 MAIN OPTIONS REQUIRED PANEL : H1 (NEW PANEL) AIC RATING 65 KA ENCLOSURE DATA VOLTS PH.: 480 S.E. RATED : N/A MCB : N/A AMPS FULLY RATED OR SERIES RATED NEMA : 1 PHASE : 3 GA PROT.: N/A MLO : 400 AMPS (MINIMUM, SEE SPECIFICATIONS) SECTIONS : 2 MOUNTING : SURFACE SHUNT TRIP : N/A WIDTH/SECT.: 20 MFR : SQ. D. DEPTH : 5.75 TYPE : NF DESCRIPTION LOAD LOAD AMPS AMPS AMPS C.B, C.B. CKT. CKT. C.B. C.B. AMPS AMPS AMPS DESCRIPTION LOAD LOAD CONN TYPE AMPS POLES NUM. NUM. POLES AMPS CONN TYPE WELDER 11 15 5 15 r ,: 30 3 1 2 3 20 3 r ., MILL MACHNE 3 5 15 3 4 =__ = e. r: 3 --_= 3 5 15 5 . , ___ __= 15 5 15 =__ __= 5 6 =__ = 11, . 3 =__= 3 5 WELDER 11 15 5 15 30 3 7 8 3 20 3 '__ , MILL MACHNE 3 5 15 5 15 9 10 3 —__= 3 5 15 5 `36 15 =__ __= 11 12 515 3 =__= 3 5 WELDER 2 36 5 i x 60 3 13 14 3 20 11 F _,_ HOSE CUTTR 11 5 36 5 36 Y ___ __= 15 16 =__ __:`:z 11 ,,f- __= 11 5 36 5 36 =__ __= 17 18 =__ _ ' = t ,` it =__= 11 5 METAL MNCH 10 5 10 `. 20 3 19 20 3 15 12 a.., ` BATT CHGR 12 5 10 5 10 ___ __= 21 22 12 =__= 12 5 10 5 10 =__ __= 23 24 =__ _ 12 =__= 12 5 SURF GRIND 1 5 1 w.. ,.}' 20 3 25 26 2 60 35 wz f,. . 4 ,._ JB HUNT TRL 35 5 1 5 1 " =__ __= 27 28 =__ _ ;' 35 4 . ___= 35 5 1 5 ' ,. 1. ___ __= 29 30 1 :r 3 0 SPACE 22 HORIZ. SAW 3 5 3 _: 20 3 31 32 3 25 16 10 3_ RTU-6 16 20 3 5 :. 3 ___ __= 33 34 =__ _ _ - 16 ___= 16 20 3 5 3 ___ __= 35 36 =__ _ , . :< 16 =__= 16 20 LATHE 10 5 10 20 3 37 38 1 20 6 LIGHTS 1525 1 10 5 F 10+777 ___ __= 39 40 1 20 7 ,:. LIGHTS 1875 1 10 5 10 =__ __= 41 42 1 _ ': 0 SPACE 22 RTU-7 16 20 16 x,' 25 3 43 44 3 25 13 „-, , ...' DRILL PRESS 13 5 16 20 16 45 46 =__ _ ?, ; 13 ___= 13 5 16 20 ? , 16 =__ __= 47 48 =_= r=< 13 =__= 13 5 SITE LTS. 2250 1 8 F ?-t 20 2 49 50 3 20 10 Y=,; WIRE MACH. 10 5 2250 1 — : 8 „_.,', ___ __= 51 52 =__ u 1014-M—__= 10 5 SPACE 22 F_�f "14 -= 0 1 53 54 =__ 10 =__= 10 5 FUTURE 18 5 18 }_ t -`, 30 3 55 56 1 0 � ;� , _ SPACE 22 18 5 z< 18 ___ __= 57 58 1 p'__.=_ 0 SPACE 22 18 5 J12 = 18 =__ __= 59 60 1 tires .._c_s 0 SPACE 22 GATT CHGR 12 5 15 3 61 62 1 0 :,; SPACE 22 12 5 = 12f ___ __= 63 64 1 0 N.� SPACE 22 12 5 12 =__ __= 65 66 1 f„ ,.; 0 SPACE 22 SPACE 22 0 ; , ..._` , 1 67 68 1 0 %, , . `,..' SPACE 22 SPACE 22 7T 0 ".0," 1 69 70 1:-„ 0 SPACE 22 SPACE 22 7T759 1 71 72 1 0 SPACE 22 SPACE 22 0 }r , t 1 73 74 1 0 ,„ SPACE 22 SPACE 22 -11 1 0 ' 1 75 76 1 0 SPACE 22 SPACE 22 �s 1 0 1 77 78 1 , . ,. _ 0 SPACE 22 SPACE 22 0 1 79 80 1 0 } M SPACE 22 SPACE 22 iM 0 1 81 82 1 = : 0 7 SPACE 22 SPACE 22 0 1 83 1 84 1 ' „ 0 SPACE 22 SUBFEED C.B. OR FEED —THROUGH LUGS AS INDICATED, NOT APPLICABLE IF BLANK 0 2 - } 3 3 0 f ' 0 --- ___ 0 AMPS KVA 253 : AMPS PHASE A ACTUAL CONN. LOAD : 237 197 254 : AMPS PHASE B NEC DEMAND : 237 197 204 : AMPS PHASE C VOLTS L—N : 277 MAIN OPTIONS REQUIRED PANEL : H2 (NEW PANEL) AIC RATING 65 KA ENCLOSURE DATA VOLTS PH.: 480 S.E. RATED : N/A MCB : N/A AMPS FULLY RATED OR SERIES RATED NEMA : 1 PHASE : 3 GA PROT.: N/A MLO : 400 AMPS (MINIMUM, SEE SPECIFICATIONS) SECTIONS : 1 MOUNTING : SURFACE SHUNT TRIP : N/A WIDTH/SECT.: 20 MFR : SQ. D. DEPTH : 5.75 TYPE : NF DESCRIPTION LOAD LOAD AMPS AMPS AMPS C.B. C.B. CKT. CKT. C.B. C.B. JAMPS AMPS AMPS DESCRIPTION LOAD LOAD CONN TYPE AMPS POLES NUM. NUM. POLES AMPS CONN TYPE 50HZ MG #1 35 5 35 60 3 1 2 3 30 12 SIEVE MACH 12 5 35 5 35 __= 3 4 =__ ___ } 12 __= 12 5 --_ 35 5 35 5 6 --- --- ___ . �. r 12 ---- ---- 12 5 50HZ MG #2 35 5 35 60 3 7 8 3 30 20 '° FUTURE 20 5 35 5 35 ;.,,': —__ __= 9 10 =__ ___ YO --_= 20 5 35 5 35 —__ __= 11 12 20 —__= 20 5 PACK HOIST 3 5 3 r 15 3 13 14 1 0 f,r , e: SPACE 22 3 5 3 —__ __= 15 16 1 w " 0 =: SPACE 22 3 5 x= 3„ ___ __= 17 18 1 ? 0 SPACE 22 SPACE 22 0 1 19 20 1 0 J, SPACE 22 SPACE 22 _ 0 x 1 21 22 1 0 '' SPACE 22 SPACE 22, ' N 0 1 23 24 1 0 SPACE 22 SPACE 22 0 1 25 26 1 0 j, SPACE 22 SPACE 22,, 0 1 27 28 1 0 SPACE 22 SPACE 22 x t 0 1 29 30 1 0 SPACE 22 SPACE 22 0 1 31 32 1 0 = SPACE 22 SPACE 22 0 `, F` 1 33 34 1 n„ �t 0 SPACE 22 SPACE 22 '^ 0 1 35 36 1 0 SPACE 22 ,z 0 0 0 0 r> 0 q _ 0 SUBFEED C,B. OR FEED —THROUGH LUGS AS INDICATED, NOT APPLICABLE IF BLANK PNL L2A 62 14 62 150 3 3 150 57 � ^57 PNL L2B 57 14 62 14 62 _. —__ ___ ___ ___ :: :: --_= 57 14 62 14 62 __= r fi "': 57 =__— 57 14 AMPS KVA 225 : AMPS PHASE A ACTUAL CONN. LOAD : 225 187 225 : AMPS PHASE B NEC DEMAND : 225 187 225 : AMPS PHASE C VOLTS L—N : 277 MAIN OPTIONS REQUIRED PANEL : H3 (NEW PANEL) AIC RATING 65 KA ENCLOSURE DATA VOLTS PH.: 480 S.E. RATED : N/A MCB : N/A AMPS FULLY RATED OR SERIES RATED NEMA : 3R PHASE : 3 GFI PROT.: N/A MLO : 250 AMPS (MINIMUM, SEE SPECIFICATIONS) SECTIONS : 1 MOUNTING : SURFACE SHUNT TRIP : N/A WIDTH/SECT.: 20 MFR : SQ. D. DEPTH : 5.75 TYPE : NF DESCRIPTION LOAD LOAD AMPS AMPS AMPS C.B. C.B. CKT. CKT. C.B. C.B. AMPS AMPS AMPS DESCRIPTION LOAD LOAD CONN TYPE AMPS POLES NUM. NUM. POLES AMPS CONN TYPE 15 HP COMP. 20 17 20 " 35 3 1 2 3 20 10 5 5 HP DRYER 10 5 (RELOCATD) 20 17 20 " __ __— 3 4 =__ ___ 10 (EXISTING) 10 5 20 17 20} ___ __= 5 6 =__ ___ 10 =__= 10 5 = ,. „_r DRYER 10 5 10 20 3 7 8 1 0 h SPACE 22 (RELOCATD) 10 5 10 -z k: __ __= 9 10 1 0 = ` SPACE 22 10 5 r : 10 =__ __= 11 12 1 }€_.;; 0` SPACE 22 SPACE 22 0 MIM 1 13 14 1 0 ISPACE 22 SPACE 22 0 1 15 16 1 _ 0 j SPACE 22 SPACE 22 0 1 17 18 1 0 SPACE 22 SPACE 22 0 _+ 1 19 20 1 0 _ SPACE 22 SPACE 22 0 t 1 21 22 1 0 ";; SPACE 22 SPACE 22 _ 0 1 23 24 1 V 0 SPACE 22 SPACE 22 0 1 25 26 1 0 „ SPACE 1 22 SPACE 22 0 1 27 28 1., 0 =SPACE 22 SPACE 22 ,. 0 1 29 30 1 r" 0 SPACE 22 0 rW 0 k 0 £t .. 0 i 0 O+' ,M 0 .. 0 1 0 SUBFEED C.B. OR FEED —THROUGH LUGS AS INDICATED, NOT APPLICABLE IF BLANK 60 HP COMP. 82 17 82 (RELOCATD) 82 17 82 0 82 17 Z' 82 Yl AMPS KVA 122 : AMPS PHASE A ACTUAL CONN. LOAD : 122 101 122 : AMPS PHASE B NEC DEMAND : 122 101 122 : AMPS PHASE C VOLTS L—N : N/A MAIN OPTIONS REQUIRED PANEL : L1 (NEW PANEL) AIC RATING 10 KA ENCLOSURE DATA VOLTS PH.: 240 S.E. RATED : N/A MCB : 150 AMPS FULLY RATED OR SERIES RATED NEMA : 1 PHASE : 3 GR PROT.: N/A MLO : N/A AMPS (MINIMUM, SEE SPECIFICATIONS) SECTIONS : 1 MOUNTING : SURFACE SHUNT TRIP : N/A WIDTH/SECT.: 20 MFR : SQ. D. DEPTH : 5.75 TYPE : NQOD DESCRIPTION LOAD LOAD AMPS AMPS AMPS C.B. C.B. CKT. CKT. C.B. C.B. AMPS AMPS AMPS DESCRIPTION LOAD LOAD CONN TYPE AMPS POLES NUM. NUM. POLES AMPS CONN TYPE HOSE CUTTR 10 5 10 _ � 20 2 1 2 3 25 13 • rr t„ WET SAW 13 5 10 __= 3 4 13 ___= 13 5 10 5 ___ SPACE 22 0 1 5 6 =__ — % ,t, , 13 =__= 13 5 DRLL PRSS 2 5 5 5 ggi,20 3 7 8 1 0 SPACE 22 =__ __= 9 10 2 20 ` , 10 PACK SHAKR 10 5 5 5 5 —__ __= 11 12 =_= 10 =__— 10 5 FUTURE MG 30 5 30 _ 60 3 13 14 1 0 ,:^^� SPACE 22 30 5 30 ,, _ ___ __= 15 16 1 ;t} ` 0 \SPACE SPACE 22 30 5 „= 30 =__ __= 17 18 1r 0 22 SPACE 22 0 ' ' , i-' 1 19 20 1 0 " ?. SPACE 22 SPACE 22 0 1 21 22 1 0 SPACE 22 SPACE 22 0 1 23 24 1 s 0 SPACE 22 SPACE 22 0 1 25 26 1 0 e SPACE 22 SPACE 22 IN 0 1 27 28 1 0 „ SPACE 22 SPACE 22 0 1 29 30 1 1 1 0 SPACE 22 0 r' 0 7F o 0 o p -, 0 p f_ SUBFEED C.B. OR FEED —THROUGH LUGS AS INDICATED, NOT APPLICABLE IF BLANK 0 p 0_ f 0 AMPS KVA 58 : AMPS PHASE A ACTUAL CONN. LOAD : 63 26 68 : AMPS PHASE B NEC DEMAND : 63 26 58 : AMPS PHASE C VOLTS L—N : 120 MAIN OPTIONS REQUIRED PANEL : LA (NEW PANEL) AIC RATING 10 KA ENCLOSURE DATA VOLTS PH.: 208 S.E. RATED : N/A MCB : 250 AMPS FULLY RATED OR SERIES RATED NEMA : 1 PHASE : 3 GFI PROT.: N/A MLO : N/A AMPS (MINIMUM, SEE SPECIFICATIONS) SECTIONS : 2 MOUNTING : SURFACE SHUNT TRIP : N/A WIDTH/SECT.: 20 MFR : SQ, D. DEPTH : 5.75 TYPE : NQOD DESCRIPTION LOAD LOAD AMPS AMPS AMPS C.B. C.B. CKT. CKT. C.B. C.B. AMPS AMPS AMPS DESCRIPTION LOAD LOAD CONN TYPE AMPS POLES NUM. NUM. POLES AMPS CONN TYPE RECEPTS 4 2 6 20 1 1 2 1 20 12 ? FUTURE 12 5 RECEPTS 2 2 3 20 1 3 4 1 20 12 << FUTURE 12 5 RECEPTS 2 2 3„ 20 1 5 6 1 20 ;. 12 FUTURE 12 5 RECEPTS 2 2 3 20 1 7 8 1 20 12 :FUTURE 12 5 RECEPTS 2 2 3.. - 20 1 9 10 1 20 12 "' FUTURE 12 5 ns` 3 20 1 11 12 1 20 12 FUTURE 12 5 RECEPTS 2 2 RECEPTS 2 2 3 '• 20 1 13 14 1 20 12 FUTURE 12 5 RECEPTS 2 2 3- - 20 1 15 16 1 20 12 fL�"' -. FUTURE 12 5 RECEPTS 2 2 3 20 1 17 18 1 20 12 FUTURE 12 5 RECEPTS 2 2 3;; " 20 1 19 20 1 20 12LL , , , ,; ; FUTURE 12 5 RECEPTS 2 2 3 20 1 21 22 1 20 _, t ,'; 3 r°°=' RECEPTS 2 2 RECEPTS 2 2 3 20 1 23 24 1 20 „t,.. a „: 3 RECEPTS 2 2 RECEPTS 2 2 3` 20 1 25 26 1 20 3 RECEPTS 2 2 RECEPTS 2 2 3 ;? 20 1 27 28 1 20 3 = RECEPTS 2 2 RECEPTS 2 2 3\ 1 20 1 29 30 1 20 ,,°F 2 RECEPTS 1 2 RECEPTS 2 2 3 ?`,. 20 1 31 32 1 20 2` �. RECEPTS 1 2 RECEPTS 2 2 „�, , 3 20 1 33 34 1 20 2 0 RECEPTS 1 2 RECEPTS 2 2 JQ A ._. ,' 3 20 1 35 36 1 20 � MAIM 3 RECEPTS 2 2 RECEPTS 2 2 3 M .; 20 1 37 38 2 20 2 RECEPTS 1 2 RECEPTS 2 2 3 20 1 39 40 =__ ___u„ 2 RECEPTS 1 2 RECEPTS 2 2 3 20 1 41 42 1 20 �',,,., ,. , ' • 9 HOSE CUTTR 9 5 RECEPTS 4 2 6 s <. '; 20 1 43 44 2 20 2 RECEPTS 1 2 RECEPTS 2 2 3 20 1 45 46 2 _ RECEPTS 1 2 FUTURE 12 5 t 12 20 1 47 48 2 20 „ k .: 2 RECEPTS 1 2 FUTURE 12 5 12 20 1 49 50 =__ __= 2 RECEPTS 1 2 FUTURE 12 5 12 20 1 51 52 2 20 2 RECEPTS 1 2 FUTURE 12 5 q"A, 12 20 1 53 54 =__ ___ `,z ;- 2 RECEPTS 1 2 FUTURE 12 5 12 ,. _ 20 1 55 56 2 20 2 fir; RECEPTS 1 2 FUTURE 12 5 _:= 12 x 'f ` 20 1 57 58 =__ —__ 2 'RECEPTS "0 1 2 FUTURE 12 5 s . y ; 12 20 1 59 60 1 20 SPARE 21 FUTURE 12 5 12 20 1 61 62 2 30 24 k;,g SPEEDY PKR 24 5 VAC OVEN 25 5 25 ''= 30 1 63 64 =__ ___ 24 —__— 24 5 WASH TANK 9 5 f,.,;; 9 20 1 65 66 1 20 ;- 0 SPARE 21 WASH TANK 9 5 9 20 1 67 68 1 20 0 ; SPARE 21 WASH TANK 9 5 im 9 20 1 69 70 1 20 ; a 0 „' SPARE 21 SPARE 21 Sol= 0 20 1 71 72 1 20 0 SPARE 21 SPARE 21 0 20 1 73 74 1 20 0 WN, ,SPARE 21 SPARE 21 m 0 '`- ZO 1 75 76 1 20 0 w>' , SPARE 21 0 20 1 77 78 1 20a, f 0 SPARE 21 SPARE 21 SPARE 21 0: rG 20 1 79 80 1 20 0 10z y = ; ,- SPARE 21 SPARE 21 0 20 1 81 82 i 20 `$,, 0 uH. ,' SPARE 21 SPARE 21 `' 0 20 1 83 84 1 20 ; 0 IqPARE 21 SUBFEED C.B. OR FEED —THROUGH LUGS AS INDICATED, NOT APPLICABLE IF BLANK pz F` 3 3 0 r D O AMPS KVA 158 : AMPS PHASE A ACTUAL CONN. LOAD : 145 52 156 : AMPS PHASE B NEC DEMAND : 140 51 122 : AMPS PHASE C T GLE Associates, Inc. Architects , Engineers a Environmental Consultants AA 0002369 o EB 05483 • ASBESTOS ZA 0000034 S 1320 N. SEMORAN BLVD. SUITE 203 ORLAND09 FLORIDA 32807 TELEPHONEi 407.058.4151 R FACSIMILEi 407.658.4410 www.gleassoclates.com Q sl 9 yttanco XLG ORLANDO, INC. 154 WHSHIRE BOULEVARD CASSELBERRY, FL 32707 Phone: 407.830.6622/Faz: 407.830.6836 P www.klgconsoUdated.com Howard J. Paige, Jr. PE registration 10MI98 HLG Orlando, Inc. Business reg. 100007323 2002136 PROJECT: INVACARE FACILITY 2701 EAST LAKE MARY BLVD. LAKE MARY, FLORIDA 32773 N M COPYRIGHT: L NOTICE: THE DATA SHOWN IN THIS DOCUMENT INCORPORATES PROPRIETARY RIGHTS UNDER FEDERAL COPYRIGHT LAW AND IS THE INTELLECTUAL PROPERTY OF KLG ORLANDO, INC. IT MUST NOT BE DUPLICATED IN WHOLE, OR IN PART, WITHOUT THE WRITTEN CONSENT OF KLG ORLANDO, INC. COPYRIGHT 20021 K REVISIONS NO DATE DESCRIPTION BY 12/26/02 90% PRICING SET ® 9YXV?&3 PERMIT SE J KEYPLAN DRAWN BY: CH JOB NO.: 02000-03745 CHECKED BY: GM DATE: 12/20/02 SCALE: NONE SHEET NAME SHEET NUMBER E7ml G F E C C A 2 3 4 5 1 6 1 7 1 8 L 10 I 11 I 12 I 13 14 15 17 19 20 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 T SECURE TO BAR JOIST WITH 1 1 KINDORF H-113 HEX BOLT, 1 2 KINDORF H-114—D HEX NUTS, 2 KINDORF H-117 FLAT WASHERS AND 2 KINDORF IH-118 LOCK WASHERS, TYPICAL. PROVIDE (2) KINDORF HEX NUTS, GLE Associates, Inc. S �1;KINDORF H-11 FLAT WASH A KINDORF H-118 LOCK WASHER ON — -- - TOP AND BOTTOM OF KINDORF CHANNEL, TYPICAL. Architects • Engineers • Environmental Consultants AA 0002369 • EB 05483 *ASBESTOS ZA 0000034 S (2) 1 1/2"x1 1/2" KINDORF CHANNELS WELDED BACK TO BACK. KINDORF #B-900-2A. LENGTH AS REQUIRED, TYPICAL 1320 N. SEMORAN BLVD. SECURE TO BAR JOIST WITH SUITE 203 R f 1 KINDORF H-113 HEXBOLT, ORLANDO, FLORIDA 32807 2 KINDORF H-117 FLATEWASHER'S AND TELEPHONEi 407.658.4151 R AT ALL PULLBOXES AND POLE BASES, 2 KINDORF H-118 LOCK WASHERS, TYPICAL. FACSIMILEi 407.058.4410 ENDS OF CONDUIT SHALL BE SEALED www.gleassoclates.com PROVIDE (2) KINDORF #H-114—D HEX NUTS, WITH ELECTRICAL PUTTY AFTER WIRING �1; KINDORF H-118 FLAT WASHER ON Torres Q IS COMPLETED. A% TOP AND BOTTOM OF KINDORF CHANNEL, TYPICAL i� Q 1/2" CONTINUOUS THREAD (2) 1 1/2"x1 1/2" KINDORF CHANNELS ,�, WELDED BACK TO BACK. KINDORF HANGER ROD, KINDORF c,. #B-900-2A. LENGTH AS REQUIRED, TYPICAL �p i ; #H-193-1/2. LENGTH.,...�I ( r AS REQUIRED, TYPICAL -��,,,, n = %LEG ORLUM, INC. 1/2" CONTINUOUS THREADY '' 154 WHMM BOULKYARB j'` ," CAMMERRY, FL 32707 HANGER ROD, KINDORF ` ^{ ?; Phone: 407.830.8822/Faz: 407,830.0836 ° 11-1-193-1 /2. LENGTH t I' y j www.Ugconsolldated com AS REQUIRED, TYPICAL '~ _- j �+ Howard 7. Paige, Jr. PB registration 10048198 6 BED OF PEARROCK OR "' `" HLG Orlando, Inc. Business reg. #00007323 � ` `�j: �•:�,, 2002138 CRUSHED STONE FOR DRAINAGE. TRANSFORMER ENCLOSURE ., I Q CONDUIT/RACEWAYS AS CALLED FOR AS NOTED ON PLANS AND PROJECT: � ��.I SCHEDULES. TRANSFORMER ENCLOSURE ON PLANS USE LONG SWEEPING ;;:``i� TED`�OH.,PLANs AND ELBOWS (PVC), A�jNO tj € S HEDULES. = INVACARE FACILITY C 2701 EAST LAKE MARY BLVD. NEOPRENE VIBRATION I LAKE MARY FLORIDA0 : ,.., ISOLATION PAD, TYPICAL 3'��:-.- NEOPRENE VIBRATION !' 32773 ISOLATION PAD, TYPICAL. :+ PROVIDE 2);-SUPPORT BRACKETS n 1 "s. KINDORF �F 17673. NOTES: 00 N 1) CONDUITS NOT TERMINATING IN OR ° PRgViD6;.(1) 1 z" RED HEAD ANCHOR, AT PULLBOXES NEED NOT RUN ti- 1 KINDOR�= 'H, 113 HEX BOLT, `�. �1 IKINDORF H L.11 FLAT WASHER THROUGH PULLBOXESPULLING UNLESS AN,I IN KINDORF FH.! #H�--118 LOCK M RQUIRED FOR PUI LING NEC. WAS}IER, TYPICAL 2) INSIDE DIMENSIONS TO BE: (2) 1 1/2"xt 1/2" KINDORF CHANNELS I J i WELDED BACK TO BACK. KINDORF I j j M 10 1/2" X 17 1 /4" #8-900-2A LENGTH AS REQUIRED, TYPICAL. 3) COVER TO BE PROVIDED: PROVIDE (1) KINDORF #H-113 HEX BOLT, PROVIDE (2) KINDORF #H-114-D HEX NUTS, #H-114—D HEX NUTS,;• NUTS, 1 I(<INDORF' t{-117 FLAT WASHER AND CONCRETE PEDESTRIAN COVER �2� KINDORF IH-117 FLAT WASHERS, 1 KINDORF #H-117 FLAT WASHER AND O # z � �1; �(INDORF H-f1&-1OCK WASHER ON �I 1 KINDORF H-118 LOCK WASHER AND f 1� KINDORF #H-118 LOCK WASHER ON PROVIDE 1 KINDORF H-113 HEX BOLT, ,, j`"`^ 4) PROVIDE EXTENSIONS AS REQUIRED. 1 KINDORF H-114 HIX NUT, TYPICAL. TOP AND BOTTOM OF KINDORF CHANNEL, 2 KINDORF H-117 FLAT WASHERS, TOP; RIND BOTTOM OF KINQQRF CHANNEL ICAL L TYPICAL 1 KINDORF H-118 LOCK WASHER AND € "- ` . I ( 5) PULLBOX TO BE PRECAST; BROOKS, 1 KINDORF H-114 HEX NUT, TYPICAL. COPYRIGHT: A.C. MILLER, OR HUGHES SUPPLY 11 ~h =, NOTICE: THE DATA SHOWN IN THIS DOCUMENT INCORPORATES =(2) i 1/2 xt..1/2" KINDORF CHANNELS WELDED BACK TO';BACK. KINDORF %i #B-900-2A. LENGTH AS. REQUIRED, I PROPRIETARY RIGHTS UNDER FEDERAL COPYRIGHT LAW AND IS THE K 1 �����®� DETAILr2_'�TRAPEZE MOUNFED TYPICAL ..�_, ;;,INTELLECTUAL PROPERTY OF KLG ORLANDO, INC. IT MUST NOT BE TRANSFORMER �� i! ;- DUPLICATED IN WHOLE, OR IN PART, WITHOUT THE WRITTEN CONSENT �� ��-..� I. '� �'"' OF KLG ORLANDO, INC. €. E8 1 SCALE: NOT TO SCALE SCALE: NOT TO SCALE K E8.1 '�.. REVISIONS i NO DATE DESCRIPTION BY TRAPEZE 12/26/02 90% PRICING SET MOUNTED ® 9YM& PERMIT 89 J 3 TRANSFORMER WALL MOUNTED 2 3/8" TENON �\ E8 1 SCALE: NOT TO SCALE 4" 9/16" DIA. HOLE CAST OR DRILLED THROUGH POLE H 4" H 0_T NOTE: 1. USE MIN. 4500 PSI CONCRETE G SEE NOTE 6 REINFORCED WITH FOUR (4) #4 REBARS SPACED IN A 4" X 4" SQUARE CENTERED 5'-0" IN THE POST. 30'-0" 2. ALL EDGES TO HAVE 1/2" CHAMFER. KEYPLAN 3. ALL HOLES WILL BE 9/16" CAST OR F SEE NOTE 5 DRILLED THROUGH POST. 2 1/2"x5" HANDHOLE WITH DOOR 4. MOUNT METER BASE ON 1 1/2" X 1 1/2" KINDORF CHANNEL OR EQUAL. DO NOT F DRILL OR PUNCH HOLES IN METER BASE. USE PROVIDED KNOCKOUTS. 5. MOUNT KINDORF CHANNEL USING 1/2" n 12" E 8'-0" BOLT THROUGH POST OR LEAD ANCHOR AND BOLT. DO NOT USE POWER GUN TO SHOOT FASTENERS INTO POST. DO NOT -- I � , • � € � I t , I � �I j : ; , , FINISH GRADE USE PLASTIC ANCHORS. € € s i '_ --` 3 ;-- ; < - ; ; I j. l I f , , I € . E '_.i}. F { rT rr;�,_., -1€ {{j � I .?- _� 24 6. DIMENSION ON TO MATCH MOUNTING HOLES IN METER BASE, CONDUIT AS INDICATED 7. KINDORF CHANNEL IS NOT TO EXTEND ` ON PLANS PAST SIDE OF METER BASE. D .. AS REQUIRED ° CONDUIT ACCESS HOLES DRAWN BY: CH JOB NO.: 02000-03745 BY POLE 2 AT 180' CHECKED BY: GM DATE: 12/20/02 \\\—ENTIRE ' C 5/8"x10' ENTIRE HOLE SHALL BE BACK FILLED SCALE: NONE GROUND ROD--,,,,,, WITH 3000 PSI CONCRETE MINIMUM 4" SHEET NAME ENVELOPE AROUND POLE. \_AUGARED HOLE C CLASS II CU. LIGHTNING CONDUCTOR UP TO POLE TOP LUMINAIRE. BOND TO LUMINAIRE AND B 6„ _ 6" EQUIPMENT GROUNDING CONDUCTOR, ELECTRICAL I LS B K'4 METER POSmir DETAIL5 3®FT MOUNTI HEIGHT POLE DETAIL SHEEP NUMBER A E8 1 SCALE: N.T.S. E8 1 SCALE: NOT TO SCALE �lE8z1 A 11 2 1 3 1 4 1 5 1 6 1 7 8 1 9 10 11 12 13 14 15 16 17 18 19 20 A, 1 2 3 4 5 0 7 8 9 10 11 12 13 14 15 16 17 18 19 20 T HIGH DENSITY PLASTIC, COMPOSOLITE, OR CAST IRON T COVER WITH LEGEND "GROUND" EMBOSSED ON COVER. COVER WITH LEGEND "GROUND" EMBOSSED ON COVER. OVERHEAD CAST IRON COVER TO HAVE EXOTHERMIC WELDED GROUND WIRE CONNECTION TO ROD STRUCTURAL 6 STRANDED COPPER WITH 3'—O" MINIMUM SLACK). TYPICAL. - CONCRETE RING AROUND BOX AS JOIST BARE COPPER GROUND CONDUCTOR' - Q GLEAssociates , Inc. TO EQUIPMENT OR GROUND BUSBAR BARE COPPER GROUND CONDUCTOR f, RECOMMENDED BY MANUFACTURER • S TO EQUIPMENT OR GROUND BUSBAR FOR TRAFFIC CONDITIONS BEING GROUNDED, SIZE PER NEC r! __`^ o -� - .r - FINISHED GRADE F b-___.___ _._. _..__�___.__.__�_._._.- _______.______..___. _m_.M__._.____��__.____-.__..�____.____..� _. _ Architect s is Engineers Environmental Consultants w �.w BEING GROUNDED, SIZE PER NEC - 250-66; MINIMUM #3/0. REFER TO , -rv.,. w ,_:,--._..._ ___._.--..-.-_.._ ; �, E - _____ AA 0002369 EB 05483 __.,,, g # j _....._ ASBESTOS 0 S D GRAD t E ZA 0 POWER RISER DIAGRAM FOR APPLICABLE � ;�, , ,! ' ! �., � w , ��.:�--�-��-_._, _ 250-66; MINIMUM #3/0. REFER TO ; {��` _ �• OR PAVEMENT J \ 0 0034 m. I I;;# I ;# _ _ { POWER RISER D `--�. Y'��:.�:� III i; NMI~---�_��- SIZE REQUIREMENTS. OR APPLICABLE' '{ - ¢s ;. - �3 f l i' a � ; � 3 � - ._� - - - - - --� • DIAGRAM F ;' �- ," k. s ; � � SIZE REQUIREMENTS. jt f i,,tfj a # �,I}, - .,.__Y•w T _ ...q}f �- — _� dl,i i i s 1 i ✓ J ;ti r 132 { SEMORAN BLVD. f:11; I1 I f! -. r,�3, #•j1jf( I if,Sj(y . fi ,fir oO C�_�D'� ,,'�, �. (,. tIf( lI++,!'(3{I ,.i, {{.fij 3#3!j,;{� ;- 'I #IT. - _•-� .. --.-..-. �^---`"'•" —_.' ._.^_ ''�# s x s ; oo •l% ! t/JJ i 1 l % ORLANDO, FLORIDA 32807 SUITE 203 a O TELEPHONE407.658.4151 R '> z'-: °• ,, a; i FACSIMILES 407.858.44 1j$ �• � �_..... - ^�/..• -•. ;1{ I # I � i ' S �, .,. ; # 1 : .....ti... } i ; J1 ,.. .I '. A .. _,,.- __...,...•.,-..,._._.,_._ y M.-.�^ __;, ., ,,,•j , � , ;, ,_, Ti _ _ . {, r, t r {', co y # k' .i tf I: �3 Y �;4I S•s rl#jr i .3,� .,._ �, .s" # y �� ��"� � at '�� " Pf{# f o #.;t, ti ;%^' rt• ?', II 3 'wr^-!'tY' , ;. I "-w S y,t' dr,; .' ay . , ��a• - ,r BEAM PO119/ if S { to it `i!,' ''•# (� �` `s ;r f "5 # ° � . '. , z 4 SQUARE JUNCTION CLLAMPB �,. o f� ;�;'cn ? s `� .( u o �'} ?� BOX SIZE AS REQUIRED Q P. 1�1��jf o1 ll #r€ o_ ' 3/8" EYELET LLj Lo S 80 0 $o 00 o WELL WITH OPEN N o0 0 o T&B" #2525 HUBBELL #02216008 � oo 0 8 0 0 CO BOTTOM, TYPICAL S o $ o 0 WELL WITH OPEN 1 /2 STRAIN SINGLE EYE P 0 8 1 / �// o0 0 ( ) $ o o od' BOTTOM, TYPICAL RELIEF STRAIGHT SUPPORT GRIP SEE NOTE 2 0 0 8 0 0 �D ORLANno, INC. ,y (SEE NOTE 2) CORD CONNECTOR 154 WUMM som.gvexn 0 00 ��`� /�%/,f' Bgo$ o o � o 00 � / ��/� o0 0 0 0 ��04 BARE COPPER GROUND `�O• 6 CRUSHED ROCK �� G� B8o`� O / P 0 10 3 TYPE "SOW" CORD cAssaressm, 9zro7 CONDUCTOR. ��'' ���BARE COPPER GROUND -10, " ( Phone: 407.830.8822/Faz: 407.630.0838 EXOTHERMIC WELD CONDUCTOR. 6 CRUSHED ROCK LENGTH AS REQUIRED) ww. Jr. P& re a , wnw.klgconaolidated.com (TYPICAL) ® COIL PROVIDE MINIMUM 8 Howard J. Paige, g• #00007323 EXOTHERMIC WELD gr.G Orlando, Inc. Business #0048198 (TYPICAL) SLACK 2002136 0 PANDUIT #PL2M2S-L PROJECT: MARKER TIE FOR PANEL MINIMUM 30'-0" MINIMUM 30'-0" CIRCUITRY DESIGNATION) / INVACARE FACILITY G 2701 EAST LAKE MARY BLVD, 3/4"x10' COPPERCLAD 3/4"x10' COPPERCLAD LAKE MARY, FLORIDA N SEEUND ROD NOTE 4) (TYPICAL - GROUND ROD (TYPCIAL - 32773 NOTES: SEE NOTE 4) 1. NOT FOR USE IN PAVED, ETC. LOCATIONS. NOTES: T&B #2525 1/2' STRAIN N RELIEF STRAIGHT CORD , INCREASE DEPTH, DIAMETER, SIZE, ETC IF REQUIRED DUE TO 1. 00 NOT USE IN HIGH TRAFFIC AREAS. CONNECTOR INSTALLATION AND ACCESS REQUIREMENTS, o 2. INCREASE DEPTH, DIAMETER, SIZE, ETC IF REQUIRED DUE TO M WELL: (SEE NOTE 2) 3. CONCRETE COVERS ARE NOT ACCEPTABLE. INSTALLATION AND ACCESS REQUIREMENTS. to ELL: W(SEE NOTE 2) INSIDE DIMENSIONS: 12" MINIMUM 4. IF THREE RODS IN A DELTA CONFIGURATION DOES NOT PROVIDE 3. CONCRETE COVERS ARE NOT ACCEPTABLE, HUBBELL #HBL420 MQUAD RECEPTACLE HEIGHT: 18" MINIMUM RESISTANCE OF 5 OHMS, CHANGE ROD LENGTHS FROM MINIMUM INSIDE DIMENSIONS: 12" MINIMUM OR AS INDICATED MATERIAL STRUCTURAL PLASTIC, CONCRETE, SPECIFIED AS REQUIRED TO PROVIDE SPECIFIED RESISTANCE. HEIGHT: 18" MINIMUM 4. IF THREE RODS IN A DELTA CONFIGURATION DOES NOT PROVIDE ON PLANS OR COMPOSOLITE MATERIAL COMPOSOLITE RESISTANCE OF 5 OHMS, CHANGE ROD LENGTHS FROM MINIMUM MANUFACTURER: QUAZITE OR BROOKS PRODUCTS 5. MEASUREMENT OF RESISTANCE VALUES TO PROVIDE COMPLIANCE MANUFACTURER: QUAZITE SPECIFIED AS REQUIRED TO PROVIDE SPECIFIED RESISTANCE, VERIFY L WITH RESISTANCE OF 5 OHMS SHALL BE WITH GROUND RODS WITH CONNECTED IN DELTA CONFIGURATION BUT DISCONNECTED 5, MEASUREMENT OF RESISTANCE VALUES TO PROVIDE COMPLIANCE OWNER WITH RESISTANCE OF 5 OHMS SHALL BE WITH GROUND RODS COPYRIGHT: L 0 EQUIPMENT OR BUSBAR BEING GROUNDED. CONNECTED IN DELTA CONFIGURATION BUT DISCONNECTED FROM EQUIPMENT OR BUSBAR BEING GROUNDED_____________TICE: THE DATA SHOWN IN THIS DOCUMENT INCORPORATES 6. DEPTH PER CODES, 1 -0 . FINISHED MINIMUM. _FLOOR NO________ PROPRIETARY RIGHTS UNDER FEDERAL COPYRIGHT LAW AND IS THE 6. DEPTH PER CODES, 1'-0" MINIMUM. INTELLECTUAL PROPERTY OF KLG ORLANDO, INC. IT MUST NOT BE K DUPLICATED IN WHOLE, OR IN PART, WITHOUT THE WRITTEN CONSENT OF KLG ORLANDO, INC. COPYRIGHT 2002 K MAIN SERVICE GROUND WELD DETAIL MMIN SERVIUE GROUND WELL DETAIL REVISIONS FOR GRASSY UNPAVED NON -TRAFFIC AREAS-2 E PAVE® AEEIC 3II � tt,,NO 1DATE DESCRIPTION BY AREAS P N®ANT M®VNTEV ®�TLET DETAIL- 1,,,!.�2SCALE: /26/02 90� PRICING SET �.2SCALE: N.T.S. E8 2 SCALE: N.T.S. N.T.S. 0 QY/(b�� PERMIT S� � H H G G KEYPLAN F F E E D D DRAWN BY: CH JOB NO.: 02000-03745 CHECKED BY: GM DATE: 12/20/02 C SCALE: NONE SHEET NAME C B ELECTRICAL DETAILS B SHEET NUMBER A V E 8 A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18.... y �q# G Invacare Bldg Permit NO: 03-14085103m1409