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HomeMy WebLinkAboutPLANSr 27'-3" 4'-7" 31'-0" 32'-10" � 23 UNIT #6 UNIT #6 UNIT #7 UNIT #8 1; BOSCH 2.5 GAL -- 261-9" 67'-11" 12.5 ESS HW 27'-3" OF UNIT #6 NEW BUILD -OUT 6' 4'-7" OF UNIT #6 PLUS UNITS #7 & #8 EXISTING BUILD -OUT TO BE REMODELED � 6" � TANKLESS HWH W/ DRAIN PAN EXISTING AS REQ. OVER , EXISTING MAIN EXISTING TOILETS NEW PANEL HOUSE PANEL ( SEE RISER) EXIST NG 1 g EXISTING SUB -PANEL METER & SWITCH P J / ( SEE RISER) HOUSE GFI EXISTIN ( SEE RISER) CENTER ( SEE RISER) EXIST G EXISTING EX H.B. EXISTIN EXISTING yp EXISTING TO BE REMOVED ®❑' 11 9 211 In M-15 E I�STIN® EXIS ING 3 S®9 S-15 S-15 21 G�I i+ EXISTING I M - 9 M - 15 EXISTING I EXISTING EXISTING EXISTING 11 i g EXISTING EXISTING EXISTIN S-11 - _ _ _� c� S-15 GFI EXT. FAN fr =- 1 I =- T I I i I EXT. FAN I I N _ 1 15 T 15 \ I I EXISTING II I M-17 / I I M-11 - I tN- -1 7T 1 it = i-- 1 II ♦ / 21 II \ / I II \ / I� - _ _`� I I` _ _ _\ �I �1`� \ .11 N II \ ! II II \ / 11 to II \ / II II x 11 ExT. 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CEILING MOUNT LIGHT FIX. y l 24" X 48" FLOURESCENT LIGHT A.P.O. Y JUNCTION BOX W/ 3/4" CONDUIT TO ABOVE CEILING FLOOR MOUNT J BOX W/ 3/4" COND. TO ABOVE CEIL. EXHAUST FAN 4f' EMERGENCY BACKUP FLOOD LIGHT W/ BAT. BACKUP Lte EXIT/EMER. FLOOD LIGHT COMBO. W/ BAT. BACKUP ® EXIT LIGHT W/ BAT. BACKUP P•0 SECURITY SYSTEM KEYPAD © ELEC. PANEL 8 METER I III I I I I� I I 16 - - - - - - - - - - - - - - - - - - - - - - - - 1/4 1 � 1 9 �0 f? ST E. �OC2 oLu := cy =0:6 v �o'>z dam'•. SCANNED BY St. Lucie County IOIZ'G01! q Ift K �C •�V id ^Q� 9 OD 0Z � n n Iy V a 00 Ua 00 F�1 Za ao Hr,, o 40 00 0 O w - - W o ofCL O W d' OA UNE.IO wad i A,W to E-I E-I M� W� a � 0-4 W � Z �j = O O N rn C 00 rn Q _ � 0 i� A o lJ EXISTING MAIN ELEC. PANEL SCHEDULE UNIT #7 RATED VOLTAGE 120/208V-3 PHASE/4W/SN RATED AMPS 200 A CKT. NO. LOAD DESCRIPTION C.B. PHASE #1 PHASE #2 PHASE 43 WIRE 1 CKT. N0. LOAD DESCRIPTION C.B. PHASE #1 PHASE 42 PHASE #3 WIRE 1 A/C PACKAGE COND. 30 20 10 2 A/C PACKAGE HEAT 50 40 8 3 3 PHASE 30 20 10 4 12 POLE 50 40 8 5 3 PHASE 30 20 10 6 LIGHTS 20 10 12 7 D.F. 20 10 12 8 LIGHTS 20 10 12 9 EMERGENCY LIGHTING 20 10 12 10 LIGHTS 20 10 12 11 ADA TOILET GFI 20 1 1 10 12 12 LIGHTS 20 10 12 13 RECEPTS 20 10 12 14 SUB -PANEL #8 100 90 3 15 RECEPTS 20 10 12 16 3 PHASE 100 90 3 17 RECEPTS 20 10 12 18 13 PHASE 100 40 3 19 RECEPTS 20 10 12 20 1 SPARE -- 21 RECEPTS 20 10 12 22 SPARE 23 JB FUTURE RECEPTS 20 110 12 24 25 JB FUTURE RECEPTS 20 10 112 26 27 28 29 30 EXISTING SUB—ELEC. PANEL SCHEDULE UNIT #8 RATED VOLTAGE 120/208V-3 PHASE/4W/SN RATED AMPS 200 A CKT. NO. LOAD DESCRIPTION C.B. PHASE #1 PHASE #2 PpH{ASE #3 WIRE 1 CKT. NO. LOAD DESCRIPTION C.B. PHASE 41 PHASE 42 PHHASE #3 WIRE 1 A/C PACKAGE COND. 30 20 10 2 A/C PACKAGE HEAT 50 40 a 3 3 PHASE 30 20 10 4 12 POLE 50 40 8 5 3 PHASE 30 20 10 6 ILIGHTS 20 10 12 7 D.F. (FUTURE) 20 10 12 8 ILIGHTS 20 10 12 9 1EMERGENCY LIGHTING 20 10 12 10 ILIGHTS 20 1 10 12 it ADA TOILET GFI 90 10 12 12 ILIGHTS 20 10 12 13 RECEPTS 20 10 12 14 SPARE -- 15 RECEPTS 20 10 12 16 SPARE -- 17 RECEPTS 20 10 12 1 19 RECEPTS 20 10 12 20 21 RECEPTS 20 10 12 22 23 RECEPTS 20 10 12 24 25 JB FUTURE RECEPTS 20 10 12 26 27 20 30 29 NEW ELEC. PANEL SCHEDULE UNIT #6 RATED VOLTAGE 120/208V-3 PHASE/4W/SN RATED AMPS 200 A CKT. NO. LOAD DESCRIPTION C.B. PHASE #1 PHASE #2 PHHASE #3 WIRE 1 CKT. NO. LOAD DESCRIPTION C.B. PHASE #i PHHASE #2 PHASE #3 WIRE 1 A/C PACKAGE COND. 30 20 10 2 A/C PACKAGE HEAT 50 40 8 3 3 PHASE 30 20 10 4 2 POLE 50 40 8 5 3 PHASE 30 20 10 6 LIGHTS 20 10 12 7 D.F. (FUTURE) 20 10 12 8 LIGHTS 20 10 12 9 EMERBENCY LIGHTING 20 10 12 10 LIGHTS 20 10 12 11 ADA TOILET GFI go 10 12 12 SPARE -- 13 RECEPTS 20 10 12 14 SPARE -- 15 RECEP S— 20 3Q 12 16 17 REC TS 1� 18 19 RECEPTS 20 10 12 20 1 RECEPTS 20 10 12 22 23 TANKLESS HWH 20 1 12.5 12 24 26 28 25 2 2 30 EXISTING TYP. METER 200A 3 PHASE 120/208V EXISTING ( \ 1,600 A O O ® O j PHASE MCB ❑ ❑ ❑ ❑ NEW PANEL UNIT #6 EXISTING 120/208 DIS. sw fl) M 200 A. 3 PHASE, 4 W. 115/208 V \ 4�NEC tWL.O, f_7 ❑ ❑ ❑ NE 1?U UNIT #ITC/ / (gg8\ v [30 ❑ NEW 3/4 3/4" PA ry// ( 2 )1/2" H LAV NEW H & C C� 3/4" 3/4" 3/4" E wC NE �e UN 1/2 e SK C) C� NEW PLUMBING TO BE CPVC ( 2 )1/2 P LAV H & C 1/2" Cl 1 2 D.F EXISTIN( 1-1 NEW 3/4" CU C WC /L 3/4" CU E &AC i 3/4" \EXISTING' EXISTING SUPPLY WATER LINES IN UNDER SLAB TO REMAIN — SCALE: N.T.S. — EXISTING MAIN LOAD CALCULATION UNIT # 7: LIGHTING 3,221 SF 12 3.5 VA X 125%= 14,092 VA GENERAL RECPT. 69 8 180VA = 12,420 (3) EXIT EMERGENCY = 3,000 ( 3 ) BATHROOM GFI = 3,000 (3) HVAC HEAT W/ BLOWER = 16,000 TOTAL LOAD = 50,012 VA ADJUSTED LOAD 50,012 VA = 138.92 AMPS. 360 V EXISTING SUB -PANEL LOAD CALCULATION UNIT #8: LIGHTING 1,642 SF L° 3.5 VA X 125Z= 7,183 VA GENERAL RECPT. 36 2 180VA = 6,480 ( 1 ) EXIT EMERGENCY - _ 1 500 (1) BATHROOM GFI — = I,M0 (1) HVAC HEAT; W% BLOW`M, = 8,000 / TOTAL LOA /= 24,663 VA \ ADJUSTED LOAD 24,663 VA�� = 68.51 AMPS.\ 360 V 1 NEW PANEL LOAD CALCULATION UNIT #6: / LIGHTING 1,363 SF 8 5 VA = 6,815 VA (2) FANS = 200 (1) REF. = 1,500 (1) HVAC HEAT W/ BLOWER = 15000 TANKLESS WATER HEATER = 1,,500 / TOTAL LOAD = 25,015 VA ADJUSTED LOAD 25,015 VA = 69.49 AMPS. 360 V I /i EXISTING MAIN PANEL UNNI�T # 7 / 200 A, 3 PHASE, 4 W. 115/208 V PANEL W/200A MAIN DISC. SW. \ i EXISTING SUB PANEL UNIT #8 200 A. 3 PHASE, 4 W, 115/208 V PANEL W/100A MAIN DISC. SW. EXISTING 2" EMPTY PVC TO FUTURE TENANT SPACE (TYP.) E LE' C T R I C A LRISEIT_"� SCALE: N.T.S. - EXISTING (4) #3 THW COPPER (1) #6 THW COPPER IN 2" COND. EXISTING, , _(4"3 THW C PPER (,1 ) #6 THW COPPER N EXISTING 2" COND. �EW \ _(4) #4/0 ALUM. (Compacted) (1) #6 ALUM. GROUND .IN EXISTING 2" COND. NEW %k 2" VTR i � I � I NEW LAV I i JIB 2 " VTR NEW NEW; EXISTING URINALINEW WC SKI TOEREMOVED. EXISTING STUB-OUTS I I EXISTING REFINISH AS REQ. I EXISTING 2 I LAV 12 VTR NEW I I 2 I I EXISTING 3NEW EXIS11 TING ; LAV EXISTING WC WC 311 EXISTING 3 311 EXI,KING ' '(�0 IER M — SCALE: N.T.S. — PLUMBING NOTES: EXISTING 4" LINE TO REMAIN 1. PLUMBING IS ACCORDING TO NATIONAL PLUMBING CODE, FBC 2007 AND ANY APPLICABLE COUNTY AND LOCAL AMENDMENTS. 2. GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST DEFECTIVE MATERIALS AND/OR IMPROPER WORKMANSHIP FOR MINIMUM OF ONE YEAR FOR MATERIALS AND LABOR. 3. PLUMBING FIXTURES: FIXTURES SHALL BE AS SPECIFIED AND SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FIXTURES SHALL BE COMPLETE WITH DRAINS, TRAPS, �$L1PPLil $-kNp _ANC O-TH �ACCE�ySSORY, REQUIRED. 4. MATIRIALS: L //A- SOIL, WASTE AND VENT, AND STORM: SANITARY PIPE, PVC, SCHEDULE 40. `B- DOMESTIC WATER: NEW PLUMBING TO BE CPVC) C- DOMESTIC WATER SUPPLY ASSEMBICY-i- CHROME FINISH TUBING W/ ANGLE SHUT OFF VALVES. 5. PIPING TEST: ALL SANITARY AND DOMESTIC WATER SUPPLY PIPING SHALL BE TESTED FOR LEAKS BEFORE PIPING IS CONCEALED OR CONNECTED TO EQUIPMENT AND PLUMBING FIXTURES. 6. DOMESTIC WATER VALVES SHALL BE BRONZE BODY, SWEAT ENDS. 7. ALL OUTDOORS CLEAN OUTS SHALL BE TERMINATED UP TO GRADE AND SHALL BE MARKED. 8, CONTRACTOR SHALL COORDINATE EXACT LOCATION OF SANITARY DOMESTIC WATER PIPING BEFORE STARTING ANY WORK. 9. LOCATE HOSE BIB NEAR OR AT WATER SERVICE ENTRANCE TO BUILDING Ln co 7 O IU N 10 ''hm IA A IA ^tY men b g w� W v ® G O 1� o a f� M 00 z�a f'1•y I+1 a LL 0 A% O w - Q- ir: o Q o: Z w ~n `: O. > `� 5.` C:)r� % a Q W ^� 'O'/' P.4 C� ` - W 1 0• 4 V�p�w ~' z ri•( �"q ice- � 0 o CO E-4 W� z�= Q m q bA A a o 0- log A A fA OQ OIN 0 `S J U) Z Ln F Flowers Baking Co. ZONING : CG-CO r � Q o z z z cn EXISTING AREA N x I W La I w I x W �. T MAN ROAD 1 s� 309.8, 4.85 ACRES OF FUTURE DEVELOPMENT Visit' N.T.S. HANDICAP RAMP DETAIL TE PORARY_SWALE law T � otcu r. O N 900 GW N U �N S• a +. 75 n 6' 1 16' 1 N a W o' a z O 15'OAK t2 W t3 •'611C • o � m 5 _I RESTAURANT l_ -56' _ I UNIT 8 1500 UNIT 7 1500aI' ' 14.5' 16 26 18 UNIT T 6 I 12?@1E TOT.BLDGT14540 a-cl SIFMA�C� 1 cs>s fV m IIII1 2' 9' NNn III •,�..Rl UNIT3 (2)10.OW M1500 5f J t 151E ;i dI = 12' 1� C: 00 j 0 62 U1U Ia N ONUT-'T% pF^ 21B •• �4'ONC n! NZ 3m -' I- 105' 2 dune yp 5 y -- DRNE THRU--� + FUT.-Si T MAX 13: o loon. INX.NGT. t4mm/EGRESS EASEMENT i0 S 89" 57' 26" W 61 .27' NOTES pkW01VO gY ap�Y 1 Tep PoNm .t Rp f k M 61W1 �w " WEwbw ®w ONLY N >iz5o RN6 e Nett® pmbm wN0 NN," . .ttu�Op.B.�t e„9"'"ve FrP 26 a RP kabfu e.ma.e tea• 91neN b MmiW nad Ou Omva a ald"nOc b eb Notem d YW.W nY !p, x a R. b W Nomm !�. Alt@O D of FF�nll Oed OtO.Y [Ot6 FTP 25 George Hann ZONING : CG CO EXISTING DWY 0 Z i GENERAL NOTES PROJECT NAME KITTERMAN PLAZA Treasure Coast OWNER KITTERMAN, LLC. 1790 SW ROMA DR. PALM CITY ,FL. 34990 Sun Corp. LOCATION INTERSECTION OF US#1 & KITTERMAN RD. ZONING CG-CO ZONING DISTRICT CG FUTURE LAND USE CG LEGAL DESCRIPTION LOT 1, BLOCK 3, OF MODEL LAND COMPANY SUBDIVISION OF SECTION 15, TOWNSHIP 36 SOUTH, RANGE 40 EAST, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 41, OF THE PUBLIC RECORDS OF ST, LUCIE COUNTY, FLORIDA. LESS: A PARCEL OF LAND LYING IN SAID LOT 1, BLOCK 3, MODEL LAND COMPANY SUBDIVISION OF 4111111111 SECTION 15, TOWNSHIP 36 SOUTH, RANGE 40 EAST, AS RECORDED IN PLAT BOOK 1, PAGE 41, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: » FOR A POINT OF REFERENCE, COMMENCE AT THE NORTHWEST CORNER OF THE SOUTHWEST (1/4) QUARTER OF SECTION 15, TOWNSHIP 36 SOUTH, RANGE 40 EAST; THENCE NORTH 89'45'08" EAST ALONG THE NORTH LINE OF THE SOUTHWEST (1/4) QUARTER, A DISTANCE OF 2257.01 FEET TO A POINT; THENCE SOUTH 00'16'16" EAST, A DISTANCE OF 30.00 FEET TO A POINT ON THE SOUTH RIGHT OF WAY OF KITTERMAN ROAD AND A POINT OF BEGINNING; THENCE NORTH 89'45'08"EAST ALONG THE SOUTH RIGHT OF WAY LINE OF KITTERMAN ROAD, A DISTANCE OF 350.00 FEET TO THE WEST RIGHT OF LINE OF U.S. HIGHWAY NO. 1; THENCE SOUTH 00'16'16" EAST ALONG THE WEST RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 1, A DISTANCE OF 270.00 FEET; THENCE SOUTH 89'45'08"WEST, A DISTANCE OF 270.00 FEET; Flowers Baking Co. THENCE NORTH 00'16'16" WEST, A DISTANCE OF 190.00 FEET; THENCE SOUTH 89'45'08" ZONING : CG-CO WEST, A DISTANCE OF 80.00 FEET; THENCE NORTH 00'16'16" WEST A DISTANCE OF 80.00 FEET TO THE SOUTH RIGHT OF WAY LINE OF KITTERMAN ROAD AND THE POINT OF BEGINNING. LESS THE RIGHT OF WAY OF U.S. HIGHWAY NO. 1, ST. LUCIE COUNTY, FLORIDA. CONTAINING 309,914.27 SQUARE FEET OR 7.115 ACRES MORE OR LESS. BUILDING HEIGHT 27 FEET NUMBER OF STORIES ONE - C � P UTILITIES ELECTRICAL FPL FILL , WATER & SEWER CITY OF PSL TELEPHONE BELL SOUTH SOLID WASTE AUTHORIZED SOLID WASTE CO. NOTE: ALL NEW UTILITIES TO SERVICE BUILDINGS & PARKING LOT MUST BE INSTALLED UNDERGROUND AREA TABULATION SITE COVERAGE SF ACREAGE % OF SITE PROP BLDG 14540 0.2991 4.11 OPEN TERRACE AREA 540 0.0215 0.29 FRONT ENTRY 1765 0.0405 0.55 CONCRETE SIDEWALK 1073 0.0246 0.33 PAVEMENT AREA 57991 1.3237 18.29 TOTAL IMPERVIOUS 75909 1.7426 24.49 OPEN SPACE 233971 5.3713 75.51 TOTAL 309880 7.1139 100.00 Future Improvement of US#1 will be PARKING CALCULATIONS Constructed by Others PARKING SPACES REQUIRED : RESTAURANT AREA 4360 SF/1000SF/10 SPACES= 44.00 RETAIL SPACE AREA 10180 SF/1000SF/5 SPACES = 51.00 PARKING PROVIDED : 105 REGULAR & 5 H.C. = TOTAL 107 SPACES TOTAL 95.00 BUILDING SETBACKS FRONT 92.0 FT REAR 471.5 FT LEFT SIDE 26.0 FT RIGHT SIDE 54.0 FT PROPERTY LIES IN F.I.R.M. ZONE X AS Si TOWN ON PANEL 12111 C-0290-F St. Lucie Square DATED 8/19/91. ZONING CG-CO PROPOSED STORMWATER DRAINAGE SYSTEM WILL CONSIST OF DETENTION AREA, CULVERTS AND A CONTROL STRUCTURE HAZARDOUS WASTE : • ANY & ALL HAZARDOUS OR TOXIC MATERIALS GENERATED OR USED OR STORED ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL , STATE AND FEDERAL REGULATIONS INTERIOR LANDSCAPE CALCULATIONS: PAVEMENT AREA 57991 SF/15= 3866 SF OF GREEN SPACE GREEN SPACE PROVIDED OVER 4000 SF TREES REQUIRED : 3866/180 = 22 TREES SITE DATA : 905 LF.AROUND/30= 30 TREES ALL TREES ARE PROVIDED CONSTRUCTION STATEMENT BEGINNING DATE AUG 2007 COMPLETION DATE DEC 2007 EXISTING DWY LOCATION MAP SCANNE BY Lucie Co V) W a� _U > IW UI Il n 11 Z ® W W �- /Zn� V I� z N 00 W 00 0 ® -C 00 V) 0 , V ILL U II n II L n II 0 N 0 0 P _J > -C / L q n 11 0 1 L W a m to a� m I� a� O = w az 2v J Q W Q 0 0R�N00 0 100 r) \0AO C ®r, Q O a W N Ld Ld a O aa Q z 1n a- U a wo: wo 0 w � o Ei � Z 0 U 0 0 -i Lj LaXN J u) Y Q C' z U� 3 N I� C L W _j H U � z o Q Of Q� 0 DATE 9/5/2005 SCALE 1"=40' 'J'OB NO. DRAWING NO. 27'-3" 4'-7" 31'-0" 32'-10'' UNIT #6 UNIT #6 UNIT #7 UNIT #8 26'-9" 67'-11" 3" i 27'-3" OF UNIT #6 NEW BUILD -OUT 6"1 4'-7" OF UNIT #6 PLUS UNITS #7 & #8 EX'ISTING BUILD -OUT TO BE REMODELED 6" STING TO REMAIN f TING TO REMAIN L(TYP.) x rix (TYP.) x Q m co co C 'p r' cn ° v to = 1 co 2 3-OX6-8 3-OX6-0 8'-0" DRYWALL CLG. 4 XISTING� EXIST NG UNISEX I i A.D.A. TOILET m 6'-2" 6-'-5.' 13'-6" I 11'-3" 411 3' -0" 8'-6" 5 I 5 -D I 10'-1" 10'-9" 10'-10" 6 SEE DETAILS G SHEET #2 ` 1 v1I A FOR INFO I 7" 4;� \ 4 • 6" m WOMEN S - - ENS 4 4 � �h 4 i 5 6 5 6 4 i m PROVIDE HARD, _ NON -ABSORBENT SURFACE T T 1 5 -0 m I RVER / 0 TOILET , _ _ .' _ _ ,' T ¢ i 4' HIGH ON WALLS � ING j C B. 0 CLO • m ¢ Q SURROUNDING & WITHIN �\ / a A OV T 6-OX6-8 ADASTOILET ADASTOILET �v 2 OF TOILETS. IFW OFFICE # 5 •FFI ++ TO REMAI TO REMAIN OTHER WALLS TO HAVE 6 = - c p, NON -ABSORBENT BASE. `r 1 n_ ocl WALLS FINISH UP TO 4' TO °' REFRI 1 3 .EXISTING PARTITIONS 0 Lo BE FRP, FLOOR TO BE VINYL � = I = x w TO REMAIN m z FILE AREA M 3-OX6-8 `Y' NEW PARTITIONS r,. � NEW 3 2 2 3-OX6-8 3 2 5' -6" 3 -0" 12' -2" 3 -0" 7' -1 " 3 HALL v- = ARCH ¢ ¢ HALL I c a HIGH -LOW D.F. 2 3¢ in z cx3 z 5/8" DRYWALL 3-mX6-8 REMA(EXISIN T 3¢ ¢ 3-OX6-8 = �" w P4� o OVER FURRING NEW ARCH LH y o O 11 3 OFFICE¢ Q [ PQ oo a� { 0 ri 17'-5" 9'-0" 49' " cn 10'-1" 8' 2 u20 Q t�1 7„ i1 �� � 6 �� H 4 II it 11 z� -T O -T 611 o rT, ��// z �(� EXISTING STUB -OUT o� _ < I^6�J �� y FOR PLUMBING. = 3 a ^� w� L SUPPLY & WASTE. a- < CD r , Q w o REMOVE AND REFINISH Ifa - m w WQRK AREA ¢ V) Li AS REO. ° uo II (SEE PLUMBING RISERS) FF # % �o N z w z F+-I `'-" AREA Fr. w FILE AREA 2 3 T_a CUBI LES A.P.O.¢ F M b� m 2 --1 a_ 3 0 lq-m 3 LN�W CD 4 0' ~ z N -B �z REMOVE EXISTING 3-OX6-8 ® = 0 I Hz 2¢ 2¢ NON -BEARING C LUMNS. ARCH ' H x w x 2 HA = NEW W~ 2 w w 3 3-OX6-8 ¢ 2 ¢ lodmi� _� ARCH NEW ARTITIONS in �- 4-eX6-8 � co HAL NEW PARTITIONS 0o - - - - 0 '< ARCH = NEW PARTITIONS = z 6-mX6-8 NEW PARTITIONS v co co z D ~ D CD lD oddU B m 9 a co .WOOLRECEPTION w O� _ SPAR OFFI � •FFICE # 1 M FF # M m FF 4 x _ CONFERENCE � c> - OFFICE # 3 = ' ' �' No 1 1¢ i e 5T, LUCIECOUNTY �1 w o w e m 4 PLAN REVIEW 26'-9" - 11'-8" 11'-8" 10'-9" 10'-9" —' 4" 10'-9" 10'-8" 6" O V 7 HARDWARE TO BE REMOVED 6, 4" 4" 4" 4" LDG: ADD NEW DBL CYLINDER 1 1 1 DEAD BOLT TO INACTIVATE 4 4 ¢ ELEC: Aw EXISTING DOOR mpo m DATE: E4 m PLUMB: I ��" E-4 EXISTING x i i HARDWARE TO BE REMO ED DATE: 0 \ / m EXISS NG TO REMAIN = ADD NEW DBL CYLINDE MECH: i � __� FIXED GLASS ( TYP.) m DEAD BOLT TO INACT ATE / DATE: Er w WINDOWS (TYP .) - - - - - - EXISTING -DOOR- ---_- ___ =_ _____----------- ----- -�=_=- - - - - -- - ------ �' w ------------__------- --- - ----------------- - w��� \ - - -------------------------------- LINE OF ROOF 0 . H . ABOVE I 1 0 1 —�f - -------------------------- - - - - 1 UNIT 8 �WE-4 E-4- - - - - - - - - - - NIT 6 I f�; I 1 I I I 1 1 Q I I 1 ( I I 11 1 p. ------11-------------------------------------J--------- L---------- I 1------------ 1 I P4 ---------- I I --------------- I---------------- I UNIT #6 15 592 SO. FT . --------------- LINE UNIT # 7 1 , 5 5 OF ROOF O.H. ABOVE CT-4 O UNIT #8 1,642UNIT 7 y TOTAL: 4,784 SO. FT 0 THESE PLANS AND ALL REQUIRED BY FIELD INSPECTORS THAT PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS FILE CO py �" as MAY BE NECESSARY IN ORDER TO 0I 904Y WITH AWArNMOW 4011IC#a FLOOR PLAN ® ST° LUCIE COL N'TY ME DISTRI ® III 4 1 u REVIEWED FOR CO jjPE NISCALE _Jl, SUBJECT TO PIELD PE�"I'IOl� SEE ATTACHED IM71SIO REVIEWED BY:lost Plumbing Fixtures Required: Total Occupancy: 1 PER 100 sf GROSS FLOOR AREA = 48 Fixture: Code Required Provided: W. C. / Urinal Male: 1 per 25 1 Water Closets Female: 1 per 25 1 W. C. / Urinal total: 2 4 Lavatories Male 1 per 40 1 Lavatories Female 1 per 40 1 Lavatories total: 2 3 Drinking Fountains 1 per 1000 1 1 Service Sinks 1 1 1 EGRESS WIDTH REQ. = 48 EGRESS WIDTH PROVIDED 18" X 36" MIRROR LEVER TYPE HANDLES z C11 z F--1 Ul Ol MIN. TOILET FLOOR PLAN — SCALE: 3/8" = 1'-0" — 1.1/2" DIA. GRAB BARS P R TOWEL DISPENSER r JF191 :;,:,: j] I I TOILE PAPER HOLDE 4'-m" 3'-6" MIN. HDCP WC 3 'r. LO z TOILET ELEVATIONS — SCALE: 3/8" = 1'-0" — T n R 0"ILET DETAILS X O. 2" = 108" 9.6" BUILDING DATA: BUILDING DEPARTMENT : ST. LUCIE COUNTY, FLORIDA BUILDING OCCUPANCY CLASSIFICATION BUSINESS OR MERCANTILE. TENANT OCCUPANCY CLASSIFICATION UNIT 6, 7, & 8 BUSINESS (EXISTING SHELL STRUCTURE) BUILDING CONSTRUCTION TYPE: BUILDING TYPE IS IIB (FBC 2007) ALL TENANT BUILD OUT PLANS ARE DESIGNED AND COMPLY WITH FLORIDA BUILDING CODE 2007 -EDITION W/ ALL REF. ALL TENANT BUILD OUT PLANS ARE DESIGNED AND COMPLY WITH N.F.P.A. 101 CONSTRUCTIODJ NOTES 1. CONSTRUCTION SHALL FOLLOW "FLORIDA BUILDING CODE" (2007 EDITION ) AS ADOPTED BY THE BLDG. DEPT. AS APPLICABLE AND ALL APPLICABLE AMENDMENTS. 2. BUILDER SHALL COORDINATE ALL THE WORK OF ALL THE TRADES. 3. BUILDER SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOBSITE PRIOR TO STARTING ANY WORK AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OR THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS. DO NOT SCALE THE DRAWINGS. 4. SUBMIT MINIMUM THREE (3)COPIES OF SHOP DRAWINGS AS REQUIRED BELOW. 5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY ADDRESSED ON THE PLANS AND NOTES. 6. THE BUILDER RESERVES THE RIGHT TO SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS WITH PRIOR NOTICE TO ARCHITECT,AND ENGINEER OF RECORD. 7. BUILDER IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL MEMBERS DURING CONSTRUCTION. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH A"APPWCAIW 099P.4, FILE COPY ao Ill La C IA Uri 0%0 �\ A 1%0 4in �1 uin a� 0 W o� OLO 00 5o Uj Wm a 0 a w a C� OC"3N0 O Q w E-+ W OLD z��� ra G O 0 y bbi o �pq o U A A CQ � o� INSULATION i EXT. WALL SEC3/4 MIM OFFICE PART. SEC �� j - SCALE: 3/4" = 1'-0" - 3 R-19 INSULATION R-19 INSULATION ACC. TILE CEILING 5/8" DRYWALL WALL OVER 2X6 MTL JOIST O 24'' o.c. �20 GAGE MTL. ST OS G 24" c.c. W/ MTL, TOP AND BASE PLATES cn cn z z Q a J cv J n_ CD Z co W CD Z H � H J H Cc J H H � Q 5/8" DRYWALL > W u w w w w cn EXISTING CONC. FLOOR SLAB TO T T ,F — SLALE : 3/4" _ 1'—U" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO GOMM WITH Ali APPIJQAIN 9094% o� q � A Vk 00 4in V a0 -- 99• 0 E—+ EXISTING „TOT REMAIN. OFFICE PART. SEC SCALE: 3/4" - 1'-0" -� r4 /� 611 14 JOIST TO SUF CEILII\ EXISTING TO REMAIN. 1, T A I l I I I A T T (l A I OFFICE PART. SEC/ - SCALE: 3/4" = 1'-0" DING NCHORED S RED. 11 EXISTING TO REMAIN. I II TKI/ III ATTl KI OFF I SCALE: 3/4" = 1'-0" DING NCHORED S RED. LPROPOSED WORK CORRECTIONS ISPECTORS THAT i ORDER TO 0 / v � 4 Asa • � t w I�g u 04 w IA A • - V cis U1 Q � w tn � v a • 00 C] 9 w W �1 > E—+ 27'-3" UNIT #6 4'-7" UNIT #6 31'-0" UNIT #7 32'--10" UNIT #8 2F)' —9" IK LIGHT FIXTURES AND TILES I 2'x 4' ACC. TILE CEILING IN SUSPENSION UNIT AS SHOWN. GRID. GRID SYSTEM TO MEET ALL STRUCTURAL t� AND JURISDICTIONAL CODES. FILE COPY CALE oo 1 �o f�EILING PLAN s 4 1 E Av I T I N au G V1 A C � 6A m �v a� G O Ua O1 Q zo d' z a` per, W.4 Fil '�C A fz'C3�o �'waw Q w w cnz r,.;ZD W �E"E" a, 0 d044 o U 00 - 4'-7" UNIT #6 31'-0" UNIT #7 32'-10" UNIT #8 # 311 UNNITIT #6 2B 1 -9" F7'-1i" ORK IT 2'X 4' ACC. TILE CEILING IN SUSPENSION GRID. GRID SYSTEM TO MEET ALL STRUCTURAL UN I T 7 AND JURISDICTIONAL CODES. lNhVV UhILFINU V LAIN - scaLE: 1/4" = i°-otl - au q IA A C r jr rm b� w� QQa� Vg a r W o� �M O00 za �w0-4 �pQ4 A4 0-4 w� 0D. w`� z � � 0 0 Vq1 00 .y 0 °4a G a a O° 4'-7" UNIT #6 31'-0" UNIT #7 32'-10" UNIT #B IL E a H cn B � U = Q W �cna-wcn a =az I—M =O WQ WQ-" cD w cn = I- Q=WI-WQ Y (n JC' u:xD000 Q Y z z J d r.DQH tnzacn>- Z •HX: tL OI-JQ(nH 3 I- O W tr W N10smw z v_3 U N o> e 15 p 15 27'-3" UNIT #6 26'-9" 27'-3" OF UNIT #6 NEW BUILD -OUT NEW PANEL ( SEE RISER) HOUSE EXIST fell 67 `11" 4'-7" OF UNIT #6 PLUS UNITS #7 & 48 EX'ISTING BUILD -OUT TO BE REMODELED EXISTING EXISTING MAIN EXISTING PANEL ( SEE RISER) EXIST NG H EXISTING SUB -PANEL METER & SWITCH EXISTING HOUSE / EXISTIN (SEE RISER) CENTER (SEE RISER) 3/4" H.B. + EX IN EXISTING GIIP 6 � r—BEIREMOVED 211 _ I M-15 ® - s ® S-15 S-15 21 9 GFI I EXISTING EIITINGM-9 M-15 EXIS ING S-9 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING i EXISTIN( 1------ S-15 S-11 � ----r f --, f --, I `��� II / `��� II EXT. FAN I `��� It _ _ N _ i•= = 1 15 tirl �ExT. FAN 4- r\ EXISTING II I M-17 /II I M-11 �� / to Ir\ �1 fr\ �, I Ir\ �, IN- �, I♦/J 21 II\ /1 11\ /1 =___`� I�--- J �`!==�J1 cV \ /I \ /1 \ /I 11 I I ^ II 11 _ _ _ _ J UT. FAN _ / J 1 it II II 11 O I / \ 0Lro1 1 GFI _ EXISTING I 5-23 II II II % \ 11 (� 4 zll 1 t M-7 FI M 11 S-7 1 N I I / 1 - II/ \I ^=_ / _ II/ \11 - 'tom =J1 GI 2 EXISTING I . ` M-17 EXISTIN j M_ —1 i t� =�J =J1 cn t� =}I tY =J1 I `CAI\ 1 1 JS-12 / S-12 J 1 � REFRIG. I 1 1 g-23 1 r I 21 10 GFI I M-17 1 M-17 M-9 EXISTINGM-15 1 \ 15 g / LI EXISTING EXISTING \ S-23 S-23 M-17 I ( \ r_ — S-23 1 . 3, 5I II II ® / I IM-1 \--41 5 24L IM2� --/'J\ S-1'3,51 �-_-- _- TA r,ramEXISTING � S-245-1I 13� EXISTING 19 EXISTING 17 1 tc =J1 \\ Ir\ - �i Ir\ _- // I / 1 1 _ S-21 S-2 I S-21 1 II\ /II 1\ 1, \\ S 1 21 10 / /' \ I If/ \11 - / ---=r- ` 19 Co.tnr-= _� T====r r====r I` I I`Vjj _" \ `��II II W -OJT419 17 J.B� 1 J.B. // I J'B 1 S-21 \ cn I/ EXISTI G EXISTING I M-23 % M-25 i I S-25 \\ / 1 S-9 -7� 17 I -_- is M-9 // 1 `\ - - - _ \ EXISTING /il I� �I ram= z j--==-T 10 II 19 11 \/ J / J S-21 �, 11 / 17 J If / / `\ 1 5-19 11 /\ 11 / 19 it/ \II// a IL=1}------------ _ =-\JI `� 1`�==`,1C10I00 - -- - - -- \ \1 11 Ir ` 11 a a Q aw m H (n I- =QI- CI-=QW �cnawcn a =az I-_m =O wa way-+ L7W(n= H a=w1-Wa Y (n J U U 3 0 0 0 O O<Y ZZJ Ztl CD QH H tl zmm>- I-z •FHx LL wor�Jacn1-I HH O WM X N Oc s w W w v 3 U N o> 15 15 _ _ J M-19 173 M-21 S-9 S-17 --- 13 9 8 M-19 i PIN \ \ M-21 S-17 S-17 13 J 13 1 \ \ \ S-19 S-13 f---- \--i \ M-12 \\ S-10 S-10 /IS-10 EXISTING -4r , i a M-12 1 M-12/1 1 _ _ -- _,-\ h I r\ - _ I \ / II I \ / II II \ / I 11 / I i - -17., I - - , tr - -Ijy TT = �, fr =- y A -7, T,_", Ir = , I - // II \\/ 11 It I 11 j I N �r1 Ij \ / 11 Ij \ / II Ij \ / �I - II'\ / 11 -1 01 Ij \ I If\ 1I If \/ I II \/ I II /\ it II 11 II /\ 11 \ II ` II I I I II II .i II II I 11 I I�//\III Iit I /\\11 111/\/\\II I�/ ;I II/ \II O� 11/ \11 II/ \II I� %V II I� %V II I� j\ 11 I� j/ II I II `/ I II \/ I 0 (n 1 / I II /\ I L J L J L J L t� l _ = J \ (V t� =J1 lL =J1 tL =J1 t� =J1 tL =J1 t� =J1 tL =J1 tL �Jl 13 \ O EXISTIN6 \ 13 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING 13 M-13 _13 M-13 S-13 S-13 THESE PLANS AND ALL M�9 S-13 ARE SUBJECT OANY f REQUIRED BY FIELD IN; / TTMING SARY IN RED / P,8MP6tW1gMAY BE SALLAI+Myq, \ --------- ------ / \-------------------------------- / __ -_-_ -- ____�_ ___ - ---- ----------------- --- --- -- I I I I I I \ \ - - ---------------------------- \ \ \ I I I I I I I I I I I I I I I I I I I I I I I \ II I I I I I I 1 _ ------ - - - - - - I ----------- ------ ----------------I m m PROVIDE AUTOMATIC LIGHT SHUTOFF AS PER 2004 FBC 13-415.1 ABC 1.1 - ELECTRICAL -LEGEND------------ WALL SWITCH 3—WAY WALL SWITCH DUPLEX OUTLET DUPLEX OUTLET W/ GFI 220 VOLT RECEPTACLE v DISCONNECT SWITCH i6FI JUNCTION BOX FOR FUTURE WORK STATIONS WALL MOUNT LIGHT FIX. CEILING MOUNT LIGHT FIX. >`� 24" X 48" FLOURESCENT LIGHT A.P.O. Y JUNCTION BOX W/ 3/4" CONDUIT TO ABOVE CEILING FLOOR MOUNT J BOX W/ 3/4" COND. TO ABOVE CEIL. EXHAUST FAN EMERGENCY BACKUP FLOOD LIGHT W/ BAT. BACKUP EXIT/EMER. FLOOD LIGHT COMBO. W/ BAT. BACKUP ® EXIT LIGHT W/ BAT. BACKUP IK.P.0, SECURITY SYSTEM KEYPAD s ELEC. PANEL 6 METER I III I� I I I -------,/ L--- U 40 0 ul @ 'AL /4 ELE' PLAN S` he SED WORK TIONS RS THAT TO w", eo w 4 Ill Q C 't3 ^QI dO00 H � v a� _ 9O �1 U a w o� M S� 00 W i" tn tn tea' 0 L� O I�wa� o�i Q�w E" x w 00 C1� w wz�� oa ^ . W z �= r O C en q bq 0 o Phi .> rl ra L EXISTING MAIN ELEC. PANEL SCHEDULE UNIT #7 RATED VOLTAGE 120/20OV-3 PHASE/4W/SN RATED AMPS 200 A NOT LOAD DESCRIPTION C.B. #LASE #RASE 2 #ASE WIRE NOT LOAD DESCRIPTION C.B. #FIASE #yASE 11 PHASE WIRE 1 A/C PACKAGE CONO. 30 20 10 2 A/C PACKAGE HEAT 50 4110 8 3 3 PHASE 30 20 10 4 2 POLE 50 40 8 5 3 PHASE 30 20 10 6 LIGHTS 20 10 12 7 D.F. 20 10 12 8 LIGHTS 20 10 12 9 EMERGENCY LIGHTING 20 10 12 10 LIGHTS 20 10 12 11 ADA TOILET GFI 10 12 12 LIGHTS 20 10 12 13 RECEPTS 20 10 12 14 1 SUB -PANEL 08 100 90 3 15 RECEPTS 20 10 12 16 1 3 PHASE 100 90 3 17 RECEPTS 20 10 12 le 3 PHASE 100 40 3 19 RECEPTS 20 10 12 20 SPARE -- 21 RECEPTS 20 10 12 22 SPARE 23 JB FUTURE RECEPTS 20 10 12 24 25 JB FUTURE RECEPTS 20 10 1 12 26 27 28 29 30 EXISTING SUB-ELEC. PANEL SCHEDULE UNIT #8 RATED VOLTAGE 120/208V-3 PHASE/4W/SN RATED AMPS 200 A NOT LOAD DESCRIPTION C.B. PHASE PHASE P#HASE 3 WIRE NOT LOAD DESCRIPTION C.B. #BASE #TSE #H3 IE WIRE 1 A/C PACKAGE CONO. 30 20 10 2 A/C PACKAGE HEAT 50 40 8 3 3 PHASE 30 20 10 4 12 POLE 50 40 8 5 3 PHASE 30 20 10 6 ILIGHTS 20 10 12 7 D.F. (FUTURE) 20 10 12 8 ILIGHTS 20 10 12 9 EMERGENCY LIGHTING 20 1 10 1 12 10 LIGHTS 20 10 1 12 11 ADA TOILET GFI 22 1 10 12 12 ILIGHTS 20 10 12 13 RECEPTS 20 10 12 14 SPARE -- 15 RECEPTS 20 10 12 15 SPARE -- 17 RECEPTS 20 10 12 18 19 RECEPTS 20 10 12 20 21 RECEPTS 20 10 12 22 23 RECEPTS 20 10 12 24 25 JB FUTURE RECEPTS 20 10 12 26 27 28 29 30 NEW ELEC. PANEL SCHEDULE RATED VOLTAGE 120/20OV-3 PHASE/4W/SN RATED AMPS 200 A CKT. NO. LOAD DESCRIPTION C.B. PHASE 41 PHASE #2 PHHASE #3 WIRE CKT. NO. 1 A/C PACKAGE CONO. 30 20 10 2 3 3 PHASE 30 20 10 4 5 3 PHASE 30 20 10 6 7 D.F. (FUTURE) 20 10 12 8 9 1EMERGENCY LIGHTING 20 10 12 10 11 ADA TOILET GFI 20 10 12 12 13 RECEPTS go 10 12 14 15 RECEPTS 20 10 12 16 17 RECEPTS 20 10 12 18 19 RECEPTS 20 10 12 20 22 21 RECEPTS 20 10 12 23 24 25 26 27 28 29 30 EXISTING 1.600 A 3 PHASE MCB EXISTING 120/208' DIS. SW EXISTING EXISTING TYP. METER 200A 3 PHASE 120/208V O O O O O O O fl)18�O NEW PANEL UNIT #6 200 A. 3 PHASE, 4 W. 115/208 V PANEL W/200A MAIN DISC. SW. 1/2" NEW E LAV C� 3/4" 3/4" NEW e/u,N e we NEW 3/4" 1/2" e SK G� C� 3/4" - 1/2" CU e LAV EXISTING .<� 3/4" CU P wC C �/ we cu i4 1/2" CU i E LAV m EXISTING SUPPLY WATER LINES IN UNDER SLAB TO REMAIN PLUMBING RISER WATER — SCALE: N.T.S. — EXISTING MAIN LOAD CALCULATION UNIT # 7: LIGHTING 3,221 SF 8 3.5 VA X 125%= 14.092 VA GENERAL RECPT, 69 B 180VA = 12,420 (3) EXIT EMERGENCY = 3,000 (3) BATHROOM GFI = 3,000 (3) HVAC HEAT W/ BLOWER = 16,000 TOTAL LOAD = 78.512 VA ADJUSTED LOAD 48,512 VA = 134.76 AMPS. 360 V EXISTING SUB —PANEL LOAD CALCULATION UNIT #8: LIGHTING 1,642 SF 8 3.5 VA X 125Z= 7,183 VA GENERAL RECPT. 36 @ 180VA = 6,480 (1) EXIT EMERGENCY = 1.500 (1) BATHROOM GFI = 1.500 (1) HVAC HEAT W/ BLOWER = 8,000 TOTAL LOAD = 24,663 VA ADJUSTED LOAD 24,663 VA = 68.51 AMPS. 360 V NEW PANEL LOAD CALCULATION UNIT #6: LIGHTING 1,363 SF 8 3.5 VA X 125%= 5,961 VA GENERAL RECPT. 28 8 180VA = 5,040 (1) EXIT EMERGENCY = 1,500 (1) BATHROOM GFI = 1,500 (1) HVAC HEAT W/ BLOWER = 8,000 TOTAL LOAD = 22,001 VA ADJUSTED LOAD 22,001 VA = 61.11 AMPS. 360 V EXISTING MAIN PANEL UNIT # 7 200 A, 3 PHASE, 4 W, 115/208 V PANEL W/200A MAIN DISC. SW. EXISTING SUB PANEL UNIT #8 200 A. 3 PHASE, 4 W. 115/208 V PANEL W/100A MAIN DISC. SW. EXISTING 2" EMPTY PVC TO FUTURE TENANT SPACE (TYP.) ELECTJTL':\), ICAL RISER SCALE: N.T.S. — EXISTING (4) #3 THW COPPER (1) #6 THW COPPER IN 2" CONO. EXISTING (4) #3/0 THW COPPER ( 1 ) #6 THW COPPER IN EXISTING 2" COND. NEW (4) #3/0 THW COPPER ( 1 ) #6 THW COPPER IN EXISTING 2" COND. NEW 2" VTR � � I NEW \ LAV ' 2" VTR NEW NEW' EXISTING URINAL'INEW WC SK EXISTING STUB -OUTS I I TO BE REMOVED . 'EXISTING CREFINISH AS RED. — LAV 2 PLUMBING RISER WASTE — SCALE: N.T.S. — EXISTING 12" VTR I I I EASTING I XISTING EXISTING 4" LINE TO REMAIN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT CONv WIfM o A�pN D 11 TO kE B9BES: PLUMBING NOTES: 1. PLUMBING IS ACCORDING TO NATIONAL PLUMBING CODE, FBC 2007 AND ANY APPLICABLE COUNTY AND LOCAL AMENDMENTS. 2. GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST DEFECTIVE MATERIALS AND/OR IMPROPER WORKMANSHIP FOR MINIMUM OF ONE YEAR FOR MATERIALS AND LABOR. 3. PLUMBING FIXTURES: FIXTURES SHALL BE AS SPECIFIED AND SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FIXTURES SHALL BE COMPLETE WITH DRAINS, TRAPS, SUPPLIES AND ANY OTHER ACCESSORY REQUIRED. 4. MATERIALS: A— SOIL, WASTE AND VENT, AND STORM: SANITARY PIPE, PVC, SCHEDULE 40. B— DOMESTIC WATER: COPPER PIPE, TYPE L W/ SWEAT WROUGHT COPPER FITTINGS. TYPE "M" IN CONCEALED SPACES IS ACCEPTABLE. ISOLATE PIPING FROM CONCRETE W/ INSULATING MATERIAL. C— DOMESTIC WATER SUPPLY ASSEMBLY: CHROME FINISH TUBING W/ ANGLE SHUT OFF VALVES. 5. PIPING TEST: ALL SANITARY AND DOMESTIC WATER SUPPLY PIPING SHALL BE TESTED FOR LEAKS BEFORE PIPING IS CONCEALED OR CONNECTED TO EQUIPMENT AND PLUMBING FIXTURES. 6. DOMESTIC WATER VALVES SHALL BE BRONZE BODY, SWEAT ENDS. 7. ALL OUTDOORS CLEAN OUTS SHALL BE TERMINATED UP TO GRADE AND SHALL BE MARKED. 8. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF SANITARY DOMESTIC WATER PIPING BEFORE STARTING ANY WORK. 9. LOCATE HOSE BIB NEAR OR AT WATER SERVICE ENTRANCE TO BUILDING FILE COPY win in a 0 O Ua " s W M 00 wO Q d' za N�O O�1 A�w rF- 4 Fes/ 0- 4 x wz�� O04 �CCE 4 W p �11�� E 4 E-+ a�a 0 92 b4 an _ 0 a 00 O 00 `o (L Ilnll % �� MA ILL SYMBOL LEGEND SCHEDULE FOR 2411 x24" CEILING SUPPLY DIFFUSER REFRIGERANT PIPING NOTES C DUCTWORK SYSTEM SYMBOLS SYMBOL DESCRIPTION ® SUPPLY AIR DUCT SECTION (UP/DOWN) zRETURN, OUTDOOR OR EXHAUST AIR DUCT SECTION (UP/DOWN) z©j OUTDOOR AIR DUCT SECTION (UP/DOWN) z©j EXHAUST AIR DUCT SECTION (UP/DOWN) �._ RETURN, EXHAUST OR TRANSFER AIR FLOW - SUPPLY AIR FLOW MD ❑ MOTORIZED DAMPER VD MANUAL VOLUME DAMPER FD D FIRE DAMPER SO I> -- SMOKE DAMPER AD ACCESS DOOR FLEXIBLE DUCT CONNECTION ELBOW WITH TURNING VANES SUPPLY DIFFUSER WITH 4-WAY BLOW SUPPLY DIFFUSER WITH 2-WAY BLOW SUPPLY DIFFUSER WITH QUADRANT BLOCK RETURN, TRANSFER OR EXHAUST GRILLE OR REGISTER ® EXHAUST FAN ROUND CEILING DIFFUSER LINEAR DIFFUSER Mr=1 AIR DEVICE, 'YPE AND CAPACITY SQUARE TO ROUND TRANSITION EXISTING DUCTWORK OR EQUIPMENT TO REMAIN - - - - EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED NEW DUCTWORK OR EQUIPMENT OROOF CENTRIFUGAL FAN, EXHAUST © ROOF CENTRIFUGAL FAN, SUPPLY ELECTRIC DUCT HEATER UNDERCUT CONTROL SYMBOLS SYMBOL 0 NECK 4 WAY BLOW CDP-1 6" CDP-2 8" CDP-3 10" 2 WAY BLOW CDP-4 12" A QUADRANT BLOCK SYMBOL 1 0 NECK I 121 RD-1 6" RD-2 8" RD-3 10" FLEX CONNECTION CFM RANGE FINISH REMARKS 6" 0 - 125 OFF-WHITE O O 8" 126 - 225 OFF-WHITE OA OB 10" 226 - 400 OFF-WHITE O O 12" 401 - 600 OFF-WHITE OA BO SCHEDULE FOR 24"X24" CEILING RETURN DIFFUSER FLEX CFM RANGE FINISH REMARKS CONNECTION 6" 0 - 125 OFF-WHITE OC 8" 126 - 225 OFF-WHITE CO 10" 226 - 400 OFF-WHITE OC RD-4 12" 12" 401 - 600 OFF-WHITE OC RD-5 14" 14" 601 - 900 OFF -MITE OC RD-6 16" 16" 901 - 1250 OFF-WHITE l�l REMARKS: A. ALL SUPPLY DIFFUSERS SHALL BE 4-WAY BLOW UNLESS OTHERWISE SHOWN, METALAIRE 5000, OR EQUAL BY TITUS. B. DO NOT INSTALL DAMPER IN DIFFUSERS USE DAMPER AT FLEX TAKE -OFF TO BALANCE AIR FLOW. C. ALL RETURN DIFFUSERS SHALL BE METALAIRE RH, OR EQUAL BY TITUS. ROOF TOP UNIT EQUIPMENT SCHEDULE TAG MANU. NICDE. SEER _ Nem Tan - 70TAlaisM6N CFM O.A. CFM ES.R twg.) ENT, db/wbir! 'Lea,�,g db/wb lF RTU-1 YORK 7l0M7F!MI 13 4 40.73/35.21 1440 250 0.8 �I 76.6/64.82 53.58/52.94 RTU�2 EXISTING EXISTING 13 4 40.73/3621 1440 250 1 0.8 76.61 5358/52.94 R1u3 OUSTING EXISTING 13 4 1440 250 --� Da 78.6/64AX 5358/5294 411 - - - _- Notes: 1. Route 1114' condensate drain to nearest rain gutter or roof drain. Condensate drain to be type M copper. 2. RN to have VenstarT-2800 Programmable Thermostat with Humidity Control - set point only with sensor in return upstream of O.A. intake. 3. RN to have mounted damper in CIA intake hood. Damper to close when indoor fan cycles off. 4, RTU to have high / low pressure and freeutat controls. Condenser to have 'Coil Guard" coating. 5 All units to comply with Florida Energy Code. THERMOSTAT - 5'-0' A.F.F. MOUNTING HEIGHT HUMIDISTAT - 5'-0" A.F.F. MOUNTING HEIGHT ram-- TEMPERATURE SENSOR �- STATIC PRESSURE SENSOR ® DUCT SMOKE DETECTOR /VD VOLUME DAMPER /AD AUTO DAMPER HVAC PIPING LEGEND -CWR- CONDENSER WATER RETURN -CWS- CONDENSER WATER SUPPLY -CHWS- CHILLED WATER SUPPLY -CHWR- CHILLED WATER RETURN -HWS- HOT WATER SUPPLY -HWR- HOT WATER RETURN - - - - - REFRIGERANT PIPING -- CONDENSATE DRAIN FROM COOLING COIL CD - DOMESTIC COLD WATER - - G GAS PIPING fngerant OD Fan City @HP Indoor Fan HE HEA: I,G, lag, '; OL IAbi, P` . MCA WEIGHT III DxWxH (in) AREASERVED R410a 1 @1/2 1 1/2 7/1 208/3 275 830 83x4503 IMF 8 RI 1@1/2 11/2 7/', 208/3 275 630 83x45x33 UIEF7 R410a 1 @ 1/2 1 1/2 7/1 208/3 275 111 83x45x33 IMF 8 NOTE: SOME NG T & SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. 1. REFRIGERANT PIPING SHALL BE TYPE 'K" SOFT DRAWN COPPER TUBING WITH WROUGHT COPPER SOLDER TYPE FITTINGS SUITABLE FOR CONNECTION WITH SILVER SOLDER. 2. COOLING COIL DRIP PIPING SHALL BE TYPE "M" COPPER OR SCHEDULE 40 PVC. PROVIDE 4" DEEP TRAP. 3. PROVIDE ALL VALVES AND SPECIALTIES AS SHOWN BY THE DETAILS AND AS REQUIRED FOR A COMPLETE OPERATING REFRIGERATION SYSTEM. 4. VALVES AND SPECIALTIES SHALL BE AS FOLLOWS: A. GLOBE VALVES, FORGED BRASS, BACKSEATING TYPE 500 PSI B. CHECK VALVES, FORGED BRASS, 500 PSI C. SOLENOID VALVES, FORGED BRASS, 400 PSI D. REFRIGERANT STRAINERS, BRASS, 350 PSI, 100 MESH STRAINER E. MOISTURE INDICATOR, FORGED BRASS, OPTICAL GLASS, 500 PSI F. FILTER DRYER, STEEL SHELL, REPLACEABLE FILTER DRYER 5. REFRIGERANT PIPING JOINTS: ALL JOINTS SHALL BE MADE MATH SILVER SOLDER. THE PIPING SHALL BE CHARGED WITH DRY NITROGEN WHILE CONSTRUCTING THE JOINTS. A REMOVABLE TYPE DRYER STRAINER SHALL BE INSTALLED IN THE LIQUID LINE. A THREE WAY VALVE BY-PASS SHALL BE PROVIDED FOR THE STRAINER, AFTER THE REFRIGERANT PIPING HAS BEEN COMPLETED, THE REFRIGERANT SYSTEM SHALL BE PRESSURE TESTED WITH NITROGEN AT A PRESSURE OF 300 PSI (HIGH SIDE) AND 150 PSI (LOW SIDE). WHILE THE SYSTEM IS BEING PRESSURE TESTED, AN ELECTRONIC LEAK DETECTOR SHALL BE USED TO CHECK FOR LEAKS. PRESSURE SHALL BE MAINTAINED ON THE SYSTEM FOR A MINIMUM OF 12 HOURS. THE SYSTEM SHALL THEN BE EVACUATED TO 2.0 MM MERCURY AND THEN CHARGED AND MADE READY FOR INSULATION. 6. PIPING EXPANSION AND VIBRATION ELIMINATION: PROVIDE REFRIGERANT TYPE FLEXIBLE CONNECTIONS AT THE AIR HANDLER AND AT THE CONDENSING UNIT. THE CONNECTORS SHALL BE AT LEAST 12' IN LENGTH AND SHALL BE LOCATED TO EFFECTIVELY CONTROL VIBRATION AND TO ALLOW FOR CHANGES IN PIPE LENGTH. PIPE INSULATION NOTES 1. THE REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH 1" THICK "ARMOFLEX", OR EQUAL THE SUCTION LINE SHALL BE INSULATED IN ITS ENTIRETY INCLUDING VALVES AND SPECIALTIES. VALVES AND SPECIALTIES THAT REQUIRE ACCESS SHALL HAVE SPECIAL REMOVABLE COVERS. 2. ALL INSULATION SHALL BE VAPOR SEALED AND BUTT JOINTS OF "ARMOFLEX" SHALL BE TAPED TO PREVENT INTRUSION AT THE JOINT, 3. SADDLES SHALL BE USED AT ALL PIPE HANGERS TO PREVENT COMPRESSION OF THE INSULATION. ELECTRICAL CONNECTION NOTES 1. COORDINATE POWER WIRING AND CONDUIT FROM PANEL THRU FUSED DISCONNECT TO UNIT WITH ELECTRICAL 2. COORDINATE THE FUSED DISCONNECTS WTH MECHANICAL 3. MAKE FINAL CONNECTIONS TO AIR HANDLING UNIT WITH 'GREENFIELD'. MAKE FINAL CONNECTION TO CONDENSING UNIT WITH "LIQUIDTITE', FINAL CONNECTIONS SHALL BE A MINIMUM OF 3 FT. 4. ALL WIRING SHALL BE COPPER. SEE ELECTRICAL DRAWINGS FOR WIRE SIZE. 5. CONTROL WIRING SHALL BE RUN IN CONDUIT. 6. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROL WIRING. 7. AIR HANDLING UNIT SHALL BE PROVIDED NTH SINGLE POINT OF ELECTRIC ENTRY. 8. MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTER AND HEATER CONTACTORS IN CONTROL PANEL EXHAUST FAN SCHEDULE SYMBOL DESCRIPTION GREENHECK SP-B70, 50 CFM W/ BACKDRAFT EF-I DAMPER - CONNECT TO LIGHT SWITCH. 120V-10, 0.53A * PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE JOB SITE TO THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING FIELD CONDITIONS AND PHYSICAL CONSTRAINTS ASSOCIATED WITH THE WORK TO BE ACCOMPLISHED UNDER THIS CONTRACT. * ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS: FLORIDA MECHANICAL CODE 2007 ED, FLORIDA ENERGY CODE, NFPA-90A STANDARDS FOR THE INSTALLATION OF AIRCOND11IONING AND VENTILATING SYSTEMS, SMACNA DUCT CONSTRUCTION STANDARDS, ASHRAE 62-2004 * VERIFY FINAL LOCATIONS FOR ROUGH -INS WITH FIELD MEASUREMENTS AND WITH REQUIREMENTS OF THE ACTUAL EQUIPMENT TO BE INSTALLED. * COORDINATE THE CUTTING AND PATCHING OF BUILDING COMPONENTS TO ACCOMMODATE THE INSTALLATION OF HVAC EQUIPMENT AND MATERIALS. * PROVIDE WEATHER PROTECTION FOR ALL EQUIPMENT AND MATERIALS STORED ON SITE. * VENTILATION DUCTWORK SHALL BE SHEET METAL AND INSTALLED IN ACCORDANCE WITH SMACNA. ALL OTHER DUCTWORK SHALL BE AS SHOWN ON THE PROJECT PLANS. DUCTWORK INSULATION SHALL COMPLY WITH THE FLORIDA ENERGY CODE. * REFER TO ELECTRICAL CEILING GRID LIGHTING PLAN FOR EXACT LOCATION OF AIR DISTRIBUTION DEVICES * PROVIDE ALL DUCT TRANSITIONS REQUIRED TO CONNECT EQUIPMENT SHOWN TO DUCT SYSTEMS. * PROVIDE DUCT MOUNTED SMOKE DETECTORS ON THE SUPPLY OF ALL AIR HANDLING SYSTEMS 2000 CFM AND GREATER. * PROVIDE AIR BALANCE TO QUANTITIES SHOWN ON THE PLANS. PROVIDE ALL VOLUME DAMPERS REQUIRED TO ACCOMPLISH AIR BALANCE. --SUBMIT BALANCE REPORT FOR REVIEW * SYSTEM TEST & BALANCE REPORT TO BE INCLUDED WITH INSTALLATION PROVIDE REPORT TO OWNER AND ENGINEER FOR REVIEW INSTALLATION WILL NOT BE CONSIDERED COMPLETE WITHOUT TO REPORT FIBRE DUCT INSTALLATION DETAILS DUCT CONSTRUCTION NOTES 1.0 ALL DUCT WORK, DUCT FITTINGS, DUCT FLEXIBLE CONNECTIONS, AND FLEXIBLE DUCT SHALL BE CONSTRUCTED AND INSTALLED, AS A MINIMUM, IN ACCORDANCE AND WITH THE STANDARDS AND RECOMMENDATIONS OF 'SMACNA' LATEST PUBLICATIONS AND STANDARDS. 2.0 ALL DUCT WORK SHALL BE CONSTRUCTED OF 1-1/21 FIBRE BOARD EXCEPT EXHAUST DUCTS WHICH SHALL BE SHEET METAL FIBRE DUCTS SHALL BE CONSTRUCTED WITH 1-1/2e BOARD WITH ANTI -FUNGAL INTERIOR COATING. 3.0 DUCT HANGERS AND SUPPORTS SHALL COMPLY WITH 'SMACNA' STANDARDS IN GENERAL, HOWEVER, DUCT STRAPS SHALL BE USED UP TO 48' IN HORIZONTAL DIMENSION (OR ROUND), DUCTS GREATER THAN 48' SHALL BE SUPPORTED WITH TRAPEZE HANGERS AND STEEL RODS. 4.0 ALL DUCTS SHALL BE OF THE SIZE AND SHAPE AS SHOWN BY CONTRACT DOCUMENTS 5.0 ALL FLEXIBLE DUCTS SHALL COMPLY WITH UL 181. FLEX DUCTS SHALL NOT BE GREATER IN LENGTH THAN 10'. WHERE LENGTHS GREATER THAN 10' ARE SHOWN ON THE PLANS INSTALL ROUND SHEET METAL TO WITHIN 10' OF THE DEVICE BEING SERVED. 6.0 SHEET METAL TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY AND RETURN RECTANGULAR DUCT WITH ANGLES GREATER THAN 30Dt G . 7.0 DUCTWORK PENETRATING FIRE RATED WALLS SHALL BE EQUIPPED WWTH FIRE DAMPERS. NO OPENINGS WITHIN 5' ON EITHER SIDE OF THE FIRE RATED WALL DUCTWORK ON EACH SIDE OF A FIRE RATED WALL (5) SHALL BE A MINIMUM OF 26 GA. SHEET METAL 8.0 ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS DUCT INSULATION NOTES 1.0 ALL INSULATION SHALL COMPLY WITH THE 'FLORIDA ENERGY CODE' LATEST EDITION. 2.0 FLEXIBLE DUCTS SHALL BE OF THE LOW PRESSURE FACTORY FABRICATED TYPE CONSISTING OF A ZINC COATED SPRING STEEL HELIX NON-PEFORATED INNER LINING AND 1-1/2' THICK FIBERGLASS INSULATION WITH METALIZED MYLAR VAPOR BARRIER. 3.0 ALL INSULATION SHALL HAVE A MAXIMUM FLAME SPREAD/ SMOKE DEVELOPED RATING OF 25/50 4.0 DUCT SUPPDRT HANGERS SHALL PASS AROUND THE OUTSIDE OF THE INSULATION USING SHIELDS OR SADDLES SO AS NOT TO COMPRESS THE INSULATION MECHANICAL DRAWING INDEX SHEET DESCRIPTION ISSUED M-1 HVAC GENERAL NOTES, SYMBOLS & SCHEDULES Yes M-2 MECHANICAL HVAC PLAN Yes M-3 MECHANICAL HVAC DETAILS Yes THESE PLANS AND ALL PR POs-J WORK ARE SUBJECT TO ANY CO R ECTIONS REQUIRED BY FIELD INSPE TORS THAT MAY BE NECESSARY IN OR ER TO RAMF4Y WITH A6#VPWp FILE COPY 0 11 Fort Pierce Engineering, Inc. Depenclable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax: 772 672-4637 w > z � w a J a v 2 J 0 i a >- w o 3~ H U N U �0) CC 0 O Q V Q e- N d to U Z C U) a Q I- 0 � � o W z J w O - N Z U a H F+ OJ z J U W Q CQ F- c.p Cc F- N o� o �� ENGINEER SEAL •�\GEry�,49°ems` *�N 80982 cr r9 STATE OF 'E THESE DRIKNTS, &M VITN THE CONCEPTS AM OR DESIGNS PRESENTED HEREIN ARE INTENDED MY I'M THE SPECIFIC PIRP113E AN➢ CLIENT 6 FURT PIERCE MIINETR■G, INC. FOR N CH THEY VERE PREI REIXE ICE DifIDER RELUREE IH THESE RIC1AENTS VITW VRnoN 0IITI3aZAT111N MID ADWTAn BY III PIERCE ENGDEERING, INC. SR U BE hi1M LMD To THE Si COPYRIGHT (D Mu FORT PIERCE ENLMERMG, INC ALL Plans RESERVED. SHEET TITLE HVAC GENERAL NOTES, SYMBOLS & SCHEDULES """ �.,' `: 12-20-2010 DRAWN: EJS APPROVED: EJS DRAWING NUMBER M - 1 SHEET I OF 3 10024-05 UNIT #6 UNIT #7 UNIT #S I I I I i GENERAL NOTES: I. RTU 2 d 3 IN UNIT 7 8 8 ARE EXISTING TO REMAIN. MAIN SUPPLY a RETURN TRUNK TO REMAIN 8 BE RE -USED. RELOCATE / ADJUST EXISTING AIR DEVICES AS INDICATED. 2. RTU I IN UNIT 6 SHALL BE NEW WITH DUCTWORK INSTALLED ABOVE CEILING AS INDICATED. PROVIDE CURB ADAPTER AS NECESSARY TO FIT EXISTING ROOF PENETRATION. FIELD LOCATE EXACT POSITION. 3. ROUTE 1 I/4' CONDENSATE DRAIN FROM RTU TO NEARBY ROOF DRAIN OR DOWNSPOUT/GUTTER. PROVIDE PIPE PIER SUPPORTS AS NECESSARY. 4. MAINTAIN MINIMUM 10'-0' SEPARATION BETWEEN OUTSIDE AIR INTAKE AND EXHAUST VENT OUTLETS. 5. OUTDOOR AIR INTAKE TO HAVE MOTORIZED DAMPER. DAMPER TO OPEN TO SET VOLUME POSITION WHEN SYSTEM CYCLES ON, CLOSE WHEN SYSTEM CYCLES OFF. 6. PROVIDE PROGRAMMABLE THERMOSTAT WITH HUMIDITY CONTROL. 7. LOCATE FILTER IN RTU - NO FILTER IN RETURN GRILLS. 8. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING LAYOUT. KEYNOTES: ID 24' X 24' TRANSFER QRILL WITH 16'e JUMPER DUCT. 2O 24' X 24' TRANSFER GRILL WITH 12'e JUMPER DUCT. 0 PROVIDE NEW EXHAUST FAN AS INDICATED. OUTDOOR AIR CALCULATIONS RTU-I 12 PPL x 17 CFM = 204 CFM O.A. 250 CFM O.A. PROVIDED RTU-2 12 PPL X 17 CFM = 204 CFM O.A. 250 CFM O.A. PROVIDED RTU-3 12 PPL X 17 CFM = 204 CFM O.A. 250 CFM O.A. PROVIDED THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMM WI1W 44AFFIJOAgW jOV59, N z 0 w 6 z Port Fierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No.28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 w > to to o J ¢ U < J O w a w O 3 U N O = g 0) n a Q¢ aO. ONaQ VM ro C5 W ti Z � a W Q Z r o W O FF�-1 W Z O F U OJ U o 0� IL Z � N ¢ d Z a � � Y 0 o J w W J n o d I ENGINEER SEAL I s 9: 0'. SITATLE ,0 N e fiSat 0 R 0 PR r116RE W. IM &L RIWS RESF D. SHEET TITLE HVAC PLAN I ---- -- "` 12-20-2010 1 DRAWN: EJS APPROVED: EJS I DRAWING NUMBER I H\/AC FLAN SCALE 1/4" = 1'-0" lmmylm'r AMR SHEET 2 OF 3 10024-05 1 1/2' STRAPS TO STRUCTURE STAINLESS STEEL BAND II INSULATED FLEX DUCT 3' SHAFT INSERT 77 1 1/2' INSULAlION7 I I 1 1/2•x DUCT DIA. RADIUS NOT LESS THAN BRANCH DUCT 3' SHAFT INSERT BUTTERFLY DAMPER I STAINLESS STEEL BAND OPERATOR ON 1 1/2' STAND-OFF TO ALLOW INSULATE BELLS FOR INSULATION USE ROUND SHEET METAL DUCT HERE TO LIMIT FLEX DUCT TO 10'-0' IN LENGTH CEILING 6-SADDLE CEILING DIFFUSER (TYP•) NOTE: USE BORDER TYPE 1 WHERE IN HARD CLGS. - BORDER TYPE C WHEN EXPOSED TAKE -OFF FITTING CEILING DIFFUSER. INSULATE BELLS. DIRECTION I SECURE FLEX DUCT TO TAKE -OFF SEE HVAC FLOOR OF AIR I RTTING WITH STAINLESS STEEL PLAN FOR LOCATION FLOW FLEXIBLE DRIVER OPERATED BAND OF DIFFUSER. I R-EXIBLE DUCT BRANCH I DUCT I STRAP DAMPER CEILING SADDLE I I 1 1/2' INSULATION ZwTE: USE BORDER TYPE 1 WHERE IN HARD CLGS. - HORDER TYPE C WHEN EXPOSED L PROVIDE GASKET BETWEEN TAKE OFF FITTING AND BRANCH DUCT. A I FLEX DUCT CONNECTION DETAILS SECURE TO STRUCTURE ABOVE AS RECOMMENDED BY SMACN9 1 22 GA GALV. METAL STRAP yG�/ or i '-SHEET SHEET METAL SCREW, RIVET OR BOLT TO BOTH SIDES OF DUCT. TYPE'A' I < DUCT SCHEDULE DI.CT DIMENSIONS TYPE INCHES HANGER UP TO 18 A 19 TO 30 A B 30 TO 60 B NOTE: 8'-0" MAX HANGER SPACING E [DUCT SUPPORT DETAIL SECURE TO STRUCTURE ABOVE AS RECOMMENDED BY SMACNA n CHANGER ROD I V SIZE: V TYPE'B' �1)�x1h1X(3' GALVANIZED ANGLE RTU SEE SCHEDULE 14' HIGH CURB - INSTALL PER MANUFACTURER'S RECOMENDATIONS NOTE: BOLT CURB TO STRUCTURE AND CHAIN UNIT TO CURB TO WITHSTAND 140 MPH WINDS MOTORIZED FACTORY VOLUME/ SHUT-OFF DAMPER TO CLOSE WHEN UNIT STOPS FACTORY O.A. INTAKE DAMPER TO CLOSE WHEN UNIT STOPS I I �- ROOF VOLUME RA DUCT TIE DOWN NOTES: DAMPER BOLT M CAI. CURB TO ROOF STRUCTURE WITH 7 8 0 BOLTS - 6 P ES TIE UN TO CURB WITH 1�0 GALVANIZED CHAIN OR EQUAL - 4 PLACES. RTU INSTALLATION NOTES PROVIDE VOLUME DAMPER IN RETURN AND O.A. TO ALLOW BALANCE CONTRACTOR TO BALANCE FLOW OF OUTDOOR AIR. BOLT MFG CURB TO STRUCTURE AND CHAIN UNIT TO CURB TO WITHSTAND 14OMPH WINDS PROVIDE VIBRATION ELIMINATORS BETWEEN UNIT AND CURB PROVIDE FLEXIBLE DUCT CONNECTIONS FOR SUPPLY AND RETURN DUCT CONNECTION. COPPER CONDENSATE PIPE STANDARD PIPE PIER BLOCK ADHERE BLOCK TO ROOF SURFACE PER MANUFACTURER RECOMMENDATIONS CLAMP SYSTEM, ALLOWING MOVEMENT FOR EXPANSION NOTE: PIPE SUPPORT TO BE PIPE PIER STANDARD SUPPORT BY ERICO, 1-800-333-0852: LOCATE APPROX. EVERY 10 FEET ON PIPE RUNS. 3/8" DIA. THREADED STEEL HANGER RODS SEE PLAN FOR EXHAUST DUCT CONTINUATION AND TERMINATION f DUCT SLEEVE EXHAUST DUCT FLEX. CONNECTION TO EXHAUST FAN J CABINET FAN UPPER ATTACHMENTS IN ACCORDANCE WITH SMACNA DETAILS RUBBER -IN -SHEAR VIBRATION ELIMINATORS (TYPICAL FOR ALL 4 HANGER RODS) CEILING EXHAUST FAN CEILING GRILLE B I RTU INSTALLATION DETAIL SLALI _ I C I CONDENSATE PIPE SUPPORT ' DETAIL SCALE,=IN, S.,I D I CEILING EXHAUST FAN DETAIL SCALE=(NT.S.)I THREADED CAP WITH Y2"01 HOLE DRILLED IN TOP, HAND TIGHTENED. SLOPE TO DRAIN NOTE: THREADED CAP, HAND TIGHTENED AIR HANDLER UNIT DRAIN PAN CASING SLEEVE -UNION 1. FILL TRAP MANUALLY ON INITIAL START-UP. r 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. 3. A = 12 TIMES FAN SUCTION S.P. t" B = %2" PLUS FAN DISCHARGE S.P. 4. ALL CONDENSATE PIPING TO BE PVC. 5. INSULATE ALL DRAIN LINES WITH Y" ARMAFLEX • r s0 SCALE = IN.T.SJ F I CONDENSATE DRAIN TRAP DETAIL u THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONs REQUIRER'YFIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TQ COMPLY WItN M4 APPWQAI GQD64A 21 Engineering, Inc. Dependable Mechanical, f Icrl Fical & Plumbing Design C.A. No.28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 w > z � w o J a U J 0 L a W O 3 F F- U ()U 4 U U 't _j (3)Of 0 0aa a o. N D- M I W r• U z V)a �o x Z0 I- C/) a 0 N w z Z 0- Ld C4 Q o w U c Z I- f 2 H w CO x w cr w N r 0 Q 0 M t ir 0 EL Y EL ENGINEER SEAL cJ'✓C1eO �s��i ``,`e``a�,6 O N 62 - -Cr :9'; STATE OF _-7 Eric J:'SVtlBbda, PE P.E. No. 60982 NEK [)IMEWS, &M ON THE CM TS FWD M KSIFNS PRESENTED NAnN NE INTENDED DLY FM NE SPECIFIC PWPDSE MID CLIENT IF UT PIERCE EOWERDE. X Fat WN NU AX PFEP REIBE QI �R RELIPRCE a TIESE Dq:IIENTS ONW WITTFR P "IZ•TIW uW I T.TIDI RY FMT PIERCE ENFdIEEADG, DC S RE VITI M LMLm TD NE SHE. U]P RIMT 0n10, MT PIERCE MWERRL, INC. NL RIGHTS KS Oa SHEET TITLE MECHANICAL DETAILS 1" 1 " 1 `' 12-20-2010 DRAWN: EJS APPROVED: EJS DRAWING NUMBER M-3 SHEET 3 OF 3 10024-05