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HomeMy WebLinkAboutBUILDING SITE PLANS - SURVEYU �I LEGALDESCRIPTION "INGRESS/EGRESS EASEMENT NO.2 A PARCEL OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, A PARCEL OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 11; THENCE N89'32'37"W FOR 25.00 FEET TO THE COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION it; THENCE N89'32'37"W FOR 25.00 FEET TO THE WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY N00'13'52"W WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R, 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY NO(I'13'52"W FOR 635.92 FEET TO THE POINT OF BEGINNING; SAID POINT BEING A POINT OF CURVATURE; THENCE LEAVING SAID FOR 51.00 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT OF WAY S89'32'37"W FOR 1173.21 FEET; RIGHT OF WAY ALONG THE ARC OF A CURVE CONCAVE SOUTHWESTERLY, SAID CURVE HAVING A DELTA ANGLE OF THENCE N00'09'27"W FOR 637.97 FEET; THENCE S90'00'00"E FOR 1172.39 FEET TO THE SAID WESTERLY RIGHT OF 49'38'01", A RADIUS OF 50.28 FEET, AN ARC LENGTH OF 43.56 FEET AND A CHORD BEARING AND DISTANCE OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY S0013'52"E FOR 628.64 FEET TO N6511'00"W, 42.21 FEET; THENCE WEST FOR 434.92 FEET; THENCE N00'08'06"W FOR 26.00 FEET; THENCE EAST FOR THE POINT OF BEGINNING. 473.11 FEET TO THE SAID WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY SOO73'52"E FOR 43.72 FEET TO THE POINT OF BEGINNING." CONTAINS 17.05 ACRES, MORE OR LESS (M). CONTAINS 0.2872 ACRES, MORE OR LESS. "INGRESS/EGRESS EASEMENT NO. 1 "INGRESS/EGRESS EASEMENT N0, 3 A PARCEL OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A PARCEL OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION it; THENCE N89'32'37"W FOR 25.00 FEET TO THE WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY N00'13'S2"W COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 11; THENCE N89'32'37"W FOR 25.00 FEET TO THE FOR 51.00 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT OF WAY S8919'58"W FOR 1173.21 FEET; WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY N0013'52"W THENCE N00'09'27"W FOR 60.00 FEET; THENCE S45'00.29"E FOR 28.06 FEET; THENCE N89"19'58"E FOR 1133.20 FEET; FOR 679.64 FEET 10 THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT OF WAY WEST FOR 473.11 FEET; THENCE N44'53'27"E FOR 28.46 FEET TO THE SAID WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THE14CE THENCE N00'08'06"W FOR 26.00 FEET; THENCE EAST FOR 435.04 FEET TO A POINT OF CURVATURE; THENCE ALONG ALONG SAID WESTERLY RIGHT OF WAY S0013'52"E FOR 60.00 FEET TO THE POINT OF BEGINNING. THE ARC OF A CURVE CONCAVE NORTHWESTERLY, SAID CURVE HAVING A DELTA ANGLE OF 49'38'01", A RADIUS OF 50.28 FEET, AN ARC LENGTH OF 43.56 FEET AND A CHORD BEARING AND DISTANCE OF N65'11'00"W, 42.21 FEET TO CONTAINS 1.0865 ACRES, MORE OR LESS." THE SAID WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY S00'13'52"E FOR 43.72 FEET TO THE POINT OF BEGINNING. CONTAINS 0.2872 ACRES, MORE OR LESS." ZgNING= IL LAND USE= MXD P55:'_j 589 "E In N 3 RUMVEB SPACES f -'--1-.-.... 1. _...T. .r.....-1...-'�1a-_.1. _-1...._r.. -..¶ rc:._f..•11.-y�.A I 1d RE$ERV D -I AC S 1 II 1 1 11 '5 RESE(VEDISPA -M t� I I� �I_...1I.L.1-...IL...I 114� 'E ERVE1� SF+CH I I t 5I�ESEf �I , -I l... ..1 D'SPAICES II 11 1 19 R!f--'1VEDiSP+S L------_-- n I 1 f0 N �112'TYP. SPACES 11 SPACES ,I 12 I A' TYP10 S I i 5'� I I I I I 1I SPACE BUILDING "E„ �nnpgiy n�re 5' 4' DOCK HEIGHT LOADING AREA 4' BUILDING 4' DOCK HEIGHT LOADING AREA 4' DOCK HEIGHT LOADING AREA - s? s g 4' CONCRETE SIDEWALK 105, LOADING AREA 3 3UILDING "Ft! 2 STORY tot FLOOR - 121,488 SQ. FT. MEZZANINE. - 2.417 SQ. FL F.F.E.- 22.00 4' DOCK HEIGHT LOADING AREA 4' DOCK HEIGHT LOADING AREA LOADING AREA p LOADING AREA �p. l =dv= D DUMPSTER a D 205.67' 4' CONCRETE SIDEWALK 7 $RAMS FIRE PUMP LDO. 11e SQ. LOADING AREA 4' DOCK HEIGHT LOADING AREA 5 SPACES 2 SPACES D Fn ••OAL11 •�A •FA 225.33' AT GR DE BUI DIN °nF C OADING AREA let FL )OR - 14,759 S0, FT, M INE - 4,632 SO. FT, F.F.E.- 2 00 225.33' I !" r-- - - -- - i S" CONIC. PAD AS. xs"x8 ON COMP. FI I e" CONO. 1 i BLOCK GRAPHIC SCALE 50 100 200 ( IN FEET ) 1 - 50 1 I I I ' I 11 inch - ft. ; I I II I' I LLt I Z MONOu1NIC FOOTER I J W/(2) nt BARS CEDAR W 10"112WIRE GATES V I Z \) ELEVA71ON I 0 I - h IMPSTER ENCLOSURE E~ ------------------------- �- 4r PROJECT SIGN MONUMENT SIGN I 200 S.F. MAX. 30' MAX. HT. 11 AT ORADE i 125 46. PRO SED -;- -�- DO' INGRESS/1EX (NO. 2 IESS EASEMENT : NO. 3) i I t 1 � a I 1 ---------ae to ---_-� �I -4 5' I 7 SPACES �\\ I , I I 27.51' 1 I $.'.... 5. 962 j I -6.17' •0 I kLMIN„ FRONT SIDES ONR Si REAKIA, ;NCI, REQ. LOADI G AREP BUILDING "A" 4 el i GENERAL NOTES. 2 STORY * 1 I let FLOOR - 28,911 SQ. FT. MEZZANINE - 7,132 SQ. FT. F.F.E.- 20.0o I I 1. PROJECT NAME: 4.8 ' I 1 I First Source Commerce Park r )': LOADIG.:71RE9. /,...N. ; „ra , fR I , ', : v,;k,t', •L„,;, ;•" Ec<S I I I 2. LOCATION: West side of Kings Highway ''sir .{' '..:. .: r.. :�.. •\. .4' I• � M 18 1* 26' N 6 SPACES O !'7 h P z. N 1 I 26' I 1 G1'" v 26' AT GRADE - LOADING AREAER W •' • D�'y. P, is O DUMPS, pi 10' 60' se.00• : �.. 4 :•;: :K�.•r m 8 SPACES 24 n AT ° LOADING AREA m ; �..�,.. r ; . •.i. , ! 1. '1 y V V' ADI 126.33' 224.67' / / BUILDING "B" 2 STORY AT GRADE tat FLOOR - 26,911 SQ. FT. 94.29' VI $ L ACING REA MEZZANINE - 7,132 SO. FT. m F.F.E.m 20.00 I i t 1/4 mile South of Orange Avenue i 1 PP I ; 3. OWNER: Incom Properties, Inc. I i 1 2204 Vision Drive 1 Palm Beach Gardens, Florida 33418 ,*, ; i 1 I Phone: 561-662-8525 I Ij I j I I 4. ENGINEER: Culpepper & Terpenfng, Inc. LI 2980 South 25th Street I I I Fort Pierce, FL 34981 I Phone: 772-464-3537 I FL P.E. Reg. 24276 i I i �'I I X 5. SURVEYOR: Culpepper & Terpening, Inc. 2980 South 25th Street I I I p << Fort Pierce, FL 34981 I IY II Phone: 772-464-3537 0 II FL P.S.M. Reg. 4286 I i , Z) Z 6. TYPE OF PROJECT: Warehouse/Showroom/Retail Z 7. GROSS PROJECT SIZE: 17.05 Acres (742,647 SQ. FT.) U O J 8. BUILDING SIZE: 190,067 Sq. Ft. i9. I LAND USE: MXD ! 1 10. ZONING: IL (Light Industrial) 26.58' I ; 11. FLOOD ZONE: X per F.I.R.M. Panel No. 12111CO175F 1 I i I 12. BUILDING HEIGHT: 35 FT. I I i 13. SITE COVERAGE: Square Percent i I Total 'E A48f2Bulldtng 1 19059e 3 Parking 290,089 6.65 39.06 Misc. 13,926 0.32 1.88 I , I , Total Impervious P S 494 612 11.35 66 , I 1 ; Total Open Space .60 248,035 5.69 33.40 I i 1 Total 742,647 17.05 100.00 ' I j t I 14. PARKING: Required (1 space/1,000 s.f.) x 211,632 s.f. 212 spaces 1 3 I Paved Parking Spaces 229 spaces1 . Reserved Parking Spaces (Grass) 84 spaces I I 1 Reserved 313 spaces ; i I Handicapped Spaces Required 8 spaces 26.06 I I I Handicapped Spaces Provided 19 s P aces .r ... .. ........... . �� °•.. ��t. �u '.. ..., U:.'J I,;'.L�._ ° LJ:..° •�I:.. :•! LJ•..;L_J-:a. I v. ,-!• i I 1 I /� (�� XonstruVELOPMENT SCHEDULE F A IbIRP�1"t Lcaa+.J rSLction to begin: March 2005 5 SPACES i` 10 SPACES 5 SPACES i. 9 SPAL'EQ 7 SPACES 1 i t j I I, Vw \G10 Construction t0 be completed: ott P November 2005 , luL of N "oi fO ai I t 5' 1 16. UTILITY SERVICE: o t i I ( I Iij'E'j (M Water Service: Fort Pierce Utilities Authority - t 1 I Sewage Treatment: Fort Pierce Utilities Authority ---------------------------------------------------------------a-------------------------------- --------------------------------------------------------------- - Ji I1 1 I 1 v APP�tUVEON(S) ------------------------ 17. DRAINAGE STATEMENT. m uo PROJECT SIGN QD I I 1 The drainage system shall csnsiat of a series of perimeter ewales and dry •4D' INGRESS/EGRESS EASEMENT (No. t) MONUMENT SIGN 1 I I 1 ATE: -ti nd wet detention which shall provide water quality and storm attenuation 200 S.F. MAX. I I) }1 prior to discharge to the N.S.L.R.W.C.D. Canal No. 46. Road crowns will be i 30' MAX. HT. 4q F PFf1 m set above the 10 year, 1 day event and the finished floors above the 100 - - 589.33'54'W 1173.21' I -------------------------------------------------------------i•----------------- - -- - SECTION LINE --+--------------- ------N.S�R1N�vlB CIfJAL-No.-46(o2-r/w� ----o -- I I I^ - - t(9---------------------------------------------------_==-------------------------------------------------------------------- -- --------------------------------------------------------------- -------------------------- - ------------ ---------- CITRUS GROVE ZONING= AR-1 LAND USE= MXD FILE REF. FIELD BK./PG. 04222BASE CONSULTING ENGINEERS SITEPLAN CULPE(fR & LAND SURVEYORS -- 2980 SOUTH 25th STREET CT--- TER p N I N G,wc. FORT PIERCE, FLORIDA 34981 ---_-� _ (772) 464-3537 STATE OF FLORIDA BC;ARD OF PROFESSIONAL ENGINEERS AUTHORIZATION NO. 4286 R E V I S I O N S- BY DATE BLDG., PARKING & LOADING GWR 2-4-05 REVISIONS PER ST. LUCIE COUNTY RML 2-9-05 ADD LITTORAL ZONE REQUIREMENT RML 3-08-05 ADD FIRE PUMP BLDG. - UPDATE SITE PLAR_ RML 10-18-06 54' -- { --�-; _ E ear,3 day 0 discharge event. 125 ; 1 I 18. FIRE PROTECTION: All buildings as shown hereon shall be fire sprinkled and all fire hydrants 11 I / I ' shall meet the requirements of the St. Lucie County Fire District Resolution I i 1 12 No. 408-03. � L J - - - - 13 SCANNED 1 �t L SiTE PLAN I MINOR REVISION BY -- I TQ p,�,✓� APPROV 0) fit. Lucie County �r �ICe GATE: /a r_o (0 2 25' 25' $PTRG REP. _ a T1-C KA64 0, P.L.?/` 8 BY DATE DESIGNED RML ii-17-04 CALCS. DRAWN GWR 11-20-04 DETAILED CHECKED RML 11-23-04 APPROVED FIRST SOURCE COMMERCE PARK SITE PLAN DATE: HORIZ. SCALE: 1 "=50' VERT. SCALE: NONE r� JOB No. ©4®222 SHEET 1 OF 1 GNATU.RE DATE DETAIL OF SECTION 3 2 1 inch = soo ft. 2 1 _ N89'41'28"E 2775.15'C S89.50'15"W 2792.19'C 10 11 11 12 FOUND I� CALCULATED I 5.59'S, 14565W I� FOUND C&T CORNER NAIL & DISK IZ IZ pl 10.63'N, 22.62'E 1CS la CS -I I{ NW 1/4 If NE 1/4 r^I SECTION 11 oN SECTION 11 I" I" CI FOUND I.R. 0.66'S, 20.78'W I FOUND I.R. FOUND BOLT SPIKE FOUND BOLT SPIKE 19.92'S, 2.79'E 10.89'S, 1.54'E� S89'51'05"W 2777.15'C S89'S3'24"w 2782.79'C I I I ( NW SECTION SE 1/4 I NE SECTIONS111/4 IN z c o 0 C] l d C3 I N IN SW 1/4 N� o SECTION 11 m I SE 1/4 - SE 1/4 10 p I SCTION 11 / I'ow 1n V O of SW 1/4 SE SECTION 111/4 FOUND I.R.C. LB 205 FOUND PK NAIL SITE 11 12 I� 16.85'S, 11.85'E q29 DISK LB 205 29.84'S, 13.65'W 10 11 N89 33'26 E 2788 79'C - - '- N89.33'54"E 2766.68'C 15 14 14 1 FOUND RAIL ROAD SPIKE NOT INCLUDED VACANT --RZW- - 10 11 } _ �o jL _ SECTION LINE _ V 4,182.13'C 15 14 1 -1 - MI rn 0 z z E' z1 m 0 SET I.R.C. IS 4286 FOUND I.R.C. L2'S, 1.01 NOT INCLUDED VACANT SOUTHEAST j OF THE SOUTHEAST rS90-OCOU'E NOOT)6'49"W 26.00'C INOO'08'06"W 26.00'RIS89'58'43"E INIGRESS/EG,NESS EASE 1172.39'D � I 2 v 7 , 1\4 - 1\4 SECTION LINE O.B. \SEMENT No. 3 11=50.28'R&C 1 L=43.56'R 43.11'C A-49'38'01"R A-49'07'35"C N65'11'00"E 42.21'R N6514'54"E 41.80'C r SET I.R.C. I $89'S8"43""E 1172.09'C - INGR6S`; sa9a8 as E ar3.n C tA51 aYsn1 R S0013'52"E 43:72'R "GI�E§SS ,EASEMENT ; i - NQQ:Q8�"AV moa:c f N89'58'43"W 434.92'C WEST 434.9YR C- oITL1 DITCH N00'08'06"W 26.00'R \ _�------------ r R-50.28'C&R \ L=43.56'C&R A-49'38'01"C&R BENCHMARK ;�2 \\ N65'09.43"W 4991'C CAPPED IRON RO VACANT / N65'11'00"W 42.21'R ELEV. - 19.14' PARCEL CONTAINS 11 `, DIRT I9.03. EASEMENT No. 2J 17.05 ACRES ....!'-n TPA1m WAYS .. zo o N ^ 0' BENCHMARK #3 ., i 1` w zI.`.' o IRON ROD & CAP TRAV �\ ` . a o ''•' co ELEV. �. 18.10' \\ I I ' "p : D I I I <o rn D � L4 ; Zr to toJ Z o 0 N IO a � v � a I 226.10 N BUILDING "C" m EXISTING FORMNOARDS m S00'14'14'E 60.00'C � `....:, . o ELEVAnON-20.10' S00'13'52"E 60.00'R po I'..,. 433.61' 0.34 42.90' 25.02' 42.00' 17.. D'25.02' 42.86' 33' ¢ N45'O6'58"E 28.46'C �';,•,�: 4.0 ' I m4. 0' y b. 1'� .00 N44'53'27"E 28.46'R h ,? 544'46'58"E 28.06'C 4' 6 4. 0' 4.00 - FENCE P.O.B. PARCEL S45'00'29"E 28.06'R P N89.33'29"E 113320'C ro TYPICAL NOT INCLUDED GROVE FOUND N e s'S " 1133.20' P.O.B. EASEMENT No. 1 SET I.R.C. LB 4286 FOUND XE 1.o's, 1.1'E LB 4286 N(0 OB'10"W 60:00'C INGRESS/EGRESS EASEMENT - �.' FOUND I.R.C. N00 09'27"1 60.b0�R ; t3stoE i f i i , i, ;, ,58919'S8"W.1173.21' ; , i / � !4..0' r /'ii r 5 I -� _ S89'32 37"W 1173_21'D S89*33'54„W 1173 21'C - - - - 00 ---- ---------TOP OF BANK- - - - - 8 - -TOP OF BANK- - - - - N " �� N00'13'52"W 51.00 D \11 12 _- N89'33'54"E _ SECTION LINE _ N89'33'54' E 1198.03'C _ _ �_ _ - - - - .. - - - - 195.31'C - - - _ N.S.L.R.W.M.D. ' CANAL No. 46 102.0 R/W F 1 �} S89F33' W 25.OD C I 54" FOAM FOUND I.R.C.--.�--------TOP OF BANK--------------------- 4288 0 - - - - - - - - - - �- -TOP OF BANK- - - - - _ - -�O;D - sas 32.3 ,w z I SPIKE P.O.C. PARCEL LB _ J- -. -- R7W- - - - ', 54.0' 24.0' 25' 25'1 P.O.C. EASEMENT No. 1 I R.C. FOUND I.R.G I r R 4286 I P.O.C. EASEMENT No. 2 LB 4286 I r MICHAEL T. OWEN, P.S.M. FLCCRIDA CERTIFICATE NO. 5556 NOT INCLUDED CITRUS GROVE CERTIFICATIONS: Incom Properties Incorporated; Grand Bank & Trust of Florida, its successors and/or assigns; Daniel J. Shepherd,P.A,; Jeffery P. Zane, P.A.; and Attorneys' Title Insurance Fund, Inc. FIIVF RFF I FIELD BK./PG.I 104-222mai) I I CULPE PER & TERPE�jNG,wc. CERTIFICATISN No. LB 4286 II I P.O.C. EASEMENT No. 3 ( � I I I NIA IA x I I I I TTOPCHMARK PK NAIL#& DISK STAMPED TRAV LB 428 ELEV. = 20.46' I I I I - R E V I S 1 0 N S- CONSULTING ENGINEERS & TREE SURVEY LAND SURVEYORS ADD CERTIFICATIONS 2980 SOUTH 25th STREET REVISED CERTIFICATIONS FORT PIERCE, FLORIDA 34981 REVISED CERTIFICATIONS (772)-464-3537 1. ADDED FORMBOARDS BUILDING "C" GRAPHIC SCALE 100 50 0 100 ( IN FEET ) 1 inch = 100 ft. LEGEN IR&C = 5/8" Iron Rod w/ lastic Cap IP&C = Iron Pipe and Cap IP = Iron Pipe CM = Concrete Monument. CHU = Over Head Utility R/W = Right of Way LS = Land Surveyor LB = License Business ID = Identification cTh = Wood Power Pole CONC.= Concrete RCP = Reinforced Concrete Pipe P.B. = Plat Book PG. = Page O.R.B. = Official Records Book No. = Number PRM = Permanent Reference Monument = Center Line = Irrigation Valve (M) = Measured (D) = Deed \�/_ = Anchor and Guy Wire R.L.S. = Registered Land Surveyor A = Central Angle R = Radiusp L= Arc Length As"C /C = Air Conditioner Pad G = Water Meter = Oak Trees = Palm Trees DESCRIPTION A PARCEL OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 11; THENCE N89'32'37"W FOR 25.00 FEET TO THE WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY N00'13'52"W FOR 51.00 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT OF WAY S89.32'37"W FOR 1173.21 FEET; THENCE N00.09'27"W FOR 637.97 FEET; THENCE S90'00'00"E FOR 1172.39 FEET TO THE SAID WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY S00.13'52"E FOR 628.64 FEET TO THE POINT OF BEGINNING. CONTAINS 17.05 ACRES, MORE OR LESS (M). "INGRESS/EGRESS EASEMENT NO. 1 A PARCEL OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 11; THENCE N8932'37"W FOR 25.00 FEET TO THE WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY N00'13'52"W FOR 51.00 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT OF WAY S89'19'58"W FOR 1173.21 FEET; THENCE N00'09'27"W FOR 60.00 FEET; THENCE S45'00'29"E FOR 28.06 FEET; THENCE N89'19'58"E FOR 1133.20 FEET; THENCE N44'53'27"E FOR 28.46 FEET TO THE SAID WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY S00'13'52"E FOR 60.00 FEET TO THE POINT OF BEGINNING. CONTAINS 1.0865 ACRES, MORE OR LESS." "INGRESS/EGRESS EASEMENT NO. 2 A PARCEL. OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENC7 AT THE SOUTHEAST CORNER OF SAID SECTION 11; THENCE N89'32'37"W FOR 25.00 FEET TO THE WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY N00'13'52"W FOR 635.92 FEET TO THE POINT OF BEGINNING; SAID POINT BEING A POINT OF CURVATURE; THENCE LEAVING SAID RIGHT OF WAY ALONG THE ARC OF A CURVE CONCAVE SOUTHWESTERLY, SAID CURVE HAVING A DELTA ANGLE OF 49'38'01", A RADIUS OF 50.28 FEET, AN ARC LENGTH OF 43.56 FEET AND A CHORD BEARING AND DISTANCE OF N65-11'00"W, 42.21 FEET; THENCE WEST FOR 434.92 FEET; THENCE N00'08'06"W FOR 26.00 FEET; THENCE EAST FOR 473.11 FEET TO THE SAID WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY S00.13'52"E FOR 43.72. FEET TO THE POINT OF BEGINNING." CONTAINS 0.2872 ACRES, MORE OR LESS. "INGRESS/EGRESS EASEMENT NO. 3 A PARCEL. OF LAND LYING IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 35 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 11; THENCE N89'32'37"W FOR 25.00 FEET TO THE WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY N00'13'52"W FOR 679.64 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT OF WAY WEST FOR 473.11 FEET; THENCE N00'08'06"W FOR 26.00 FEET; THENCE EAST FOR 435.04 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A CURVE CONCAVE NORTHWESTERLY, SAID CURVE HAVING A DELTA ANGLE OF 49.38,01", A RADIUS OF 50.28 FEET, AN ARC LENGTH OF 43.56 FEET AND A CHORD BEARING AND DISTANCE OF N65'11'00"W, 42.21 FEET TO THE SAID WESTERLY RIGHT OF WAY OF KINGS HIGHWAY (S.R. 713); THENCE ALONG SAID WESTERLY RIGHT OF WAY S00'13'52"E FOR 43.72 FEET TO THE POINT OF BEGINNING. CONTAINS 0.2872 ACRES, MORE OR LESS." - - NOTES: BY I DATE R.D. 0-25-0 R.D. 4-28-05 MDP 5-09-05 GILL 6-28-05 GLL 9-08-05 BY DATE FIELD CALCS. R.D. 9-22-04 DRAWN R.D. 10-25-04 DETAILED CHECKED M.T.O. 10-25-04 APPROVED 1) NOT VALID WITHOUT THE SIGNATURE; AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 2) DESCR!PTION SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENT. 3) UNDERGROUND FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED. 4) OVERALL PARCEL CONTAINS 17.05 ACRES, MORE OR LESS. 5) THE LAST DATE OF FIELD WORK WAS OCTOBER 19, 2004. 6) BEARINGS SHOWN HEREON REFERENCED TO THE SOUTH LINE OF SECTION 11, HAVING A BEARING OF N89'33'54"E BASED ON FLORIDA STATE PLANE GRID AZIMUTH. 7) FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X, ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111CO175 F, FIRM INDEX DATED JUNE 30! 1999. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN ELEVATION CERTIFICATE. 8) PARCEL SHOWN HEREON IS ZONED: IL -CO 9) EASEMENTS 1, 2 & 3 SHOWN HEREON WERE PROVIDED BY THE CLIENT. 10) ELEVATIONS SHOWN HEREON ARE BASED ON THE F.D.O.T. BENCHMARK "I-<115 85 A 34" WITH A PUBLISHED ELEVATION OF 46.195 FEET BASED ON THE N.G.V. DATUM 1929. BOUNDARY & TOPOGRAPHIC1; SURVEY PRIIPARED FOR INCOM PROPERTIES DATE: 09-30-2004 HORIZ. VERT. SCALE: 1" = 100' SCALE: N/A JOB No.04-222 SHEET 1 OF 1 i SOD 21 5" n I SOD ! " " - SOD' SOD LANDSCAPE LEGEND: SYMB L QTY. NAME 461 0 PINUS ELLI07711, SLASH PINE FG, 12' HT., 2 1/2" CAL. 24 ILEX CASSINE, DAHOON HOLLY FG, 12' HT., 2 1/2" CAL. 33 ILEX ATTENUATA, EAST PALATKA HOLLY FG, 12' HT., 2 1/2" CAL. 12 QUERCUS VIRGINIANA, LIVE OAK FG, 12' HT., 2 1/2" CAL. 82 SABAL PALMETTO, CABBAGE PALM FG, 10' CT MIN. 20 TAXODIUM DISTICHUM, BALD CYPRESS FG, 12' HT., 2 1/2" CAL. 3,512 VIBURNUM ODORATISSIMUM, SWEET VIBURNUM 24" HT., MIN, 36" O.C. Scale. 1'=40=0' Drawn by. JK Checked b)rGB CADD No: B-938-LP Date. 0209.05 Na I Date I Description of Revision o . I , , SOD 0 INGRESS/EGRESS EASEMENT LANDSCAPE REQUIREMENTS LANDSCAPE AREA REQUIRED PROPERTY ADJACENT TO RIW: 1,115 L F. x 15 = 16,125 SQ. FT. 1,115 DIVIDED BY 30 = 31 TREES INTERIOR LANDSCAPE AREA; 306,403 SQ. FT. VEHICULAR USE AREA DIVIDED BY IS = 11,022 50. FT. 11022 DIVIDED BY 180 = 95 TREES TOTAL PERIMETER ADJACENT TO PROPERTIES: 2,49E LF. X 10' 24,WO ea. FT. 2,4SP- DIVIDED BY 30 = 83 TREES TOTAL. TREES REQUIRED = 215 TOTAL, TREES PROVIDED = 211 (1130 TREES + 81/3=21 PALMS) REQUIRED SPECIES MIX = 5 PROVIDED :SPECIES MIX = 6 UC 1R,F nr FVLANS AN11 THE EtPORMATION SROA N VF3FIN ARE,THE PR'rl RT)-M THOMAS � Llrlly& ASSOCIATES. PA. A VD RE:-R,'Vt CTIONS. gp0R WE5OR VSE THEREOFIYIPHOLEpR ,p INT'AiTISECPRESSLY 40 0 20 40 /R "WEN CONSENT. IIRee � M Mitigation pata: PROJECT SIGN MONUMENT SIGN 200 S.F. MAX_.— 30' MAX. HT. 0 10,01 PROJECT SIGN MONUMENT SIGN 200 S.F. MAX. 30' MAX. HT. O (1D t SOD I rlD Q) z V FILE COPY TOTAL CALIPER INCHES REMOVED: 903 Inches LANDSCAPE NOTED TOTAL CALIPER INCHES PRESERVED: 1116 Inches • TREES FOUND ON siTE WILL BE QUANTIFIED BY STAFF AND THE LANDSCAPE ARCHITECT TO OFF -SET THE AMOUNT OF TREES REQUIRED. ® TURF GRASS SHALL BE INSTALLED USING SOLID SOD AND SHALL BE EITHER BAHIA OR ST. s ALL PLANTS SHALL CONFORM TO ESTABLISHED NURSERY GRADES AND AUGUSTINE SOD. 0 ALL LANDSCAPED AREAS OTHER THAN SOD WILL TOTAL CALIPER INCHES TO BE RELOCATED: 113 Inches STANDARDS, TO BE FLORIDA NO_ I OR BETTER, AND SHALL BE FREE OF DISEASE AND INSECTS BE PROVIDED A MULCH COVER OF A LEAST THREE (3) INCHES. CYPRESS MULCH SHALL NOT TOTAL MITIGATION REQUIRED: AT THE TIME OF INSTALLATION. • TREES SHALL BE A MINIMUM OF TWELVE (12) FEET IN HEIGHT AND HAVE A BE USED. • LANDSCAPING WITHIN VEHICULAR USE AREAS SHALL BE PROTECTED BY A SIX INCH NON -MOUNTABLE CURB. NATIVE TREES PLANTED ON SITE: (19IDa75'T caU ki Inches CALIPER OF TWO AND ONE-HALF (2 1/2) INCHES AT FOUR AND ONE-HALF (4 1/2) ABOVE THE W14EN INSTALLED. FEE4'75 19 A SAFE SIGHT CORNER WILL BE PROVIDED AT THE PROJECT ENTRANCE WITH ANY PLANT MATERIALS CONFORMING Inches • ALLTREQUIRED TREES, EXC EPT EPT PALMS, SHALL HAVE A MINIMUM OF FIVE (5) AND CROSS -VISIBILITY COONCENS.STRUCTURES TO HEIGHT RESTRICTIONS NATIVE PALMS REMOVED: 37 FEET OF CLEAR TRUNK AND MINIMUM FIVE (5) FOOT CANOPY SPREAD AT THE • ALL EXISTING NATIVE VEGETATION FOUND ON THE SITE AND IS NOT IN TIME of PLANTING. • ALL PALM TREES SHALL HAVE A MINIMUM CLEAR TRUNK OF TEN (10) FEET WHEN DIRECT CONFLICT WITH THE PROPOSED BUILDING OR PARKING AREAS SHALL BE LEFT UNDISTURBED PER SECTION 1.09.03(E). NATIVE PALMS PRESERVED/PLANTED: gg INSTALLED. THREE PALM TREES ARE EQUAL TO ONE SHADE TREE HAVING A MATURE CANOPY SPREAD OF FIFTEEN (15) FEET. A SUITABLE PROTECTIvE BARRIER, CONSTRUCTED OF METAL, WOOD, SAFETY FENCING, OFt OTHER DURABLE MATERIAL, °' WILL BE PLACED AROUND THE STAKED OUT LOCATIONS OF EXISTING TREE TO BE PRESERVED WITH SIZE • SHRUBS SHALL BE A MINIMUM OF TWENTY-FOUR (24) INCHES IN HEIGHT ABOVE VEGETATION. NATIVE U TREE TO BE REMOVED WITH SIZE GRADE IMMEDIATELY AFTER PLANTING. HEDGES, WHERE REQUIRED, SHALL BE PLANTED AND MAINTAINED SO AS TO FORM A THIRTY (30) INCH OR HIGHER 0 NO FILL MATERIALS, CONSTRUCTION MATERIALS, CONCRETE, PAINT, CHEMICALS; OR OTHER FOREIGN MATERIALS SHALL BE STORED, TREE THAT HAS BEEN STORM DAMAGED WITH I 61ZE CONTINUOUS, UNBROKEN, SOLID VISUAL SCREEN WITHIN A MAXIMUM OF ONE lU YEAR AFTER TIME OF PLANTING. 259. OF ALL SHRUBS SHALL BE FLORIDA NATIVES. DEPOSITED, OR DISPOSED OF WITHIN ANY AREAS THAT HAVE BEEN STAKED OR FENCED OFF AS BEING UNDISTURBED NATIVE VEGETATION AREAS. • VINES SHALL BE A MINIMUM OF TWELVE (it) INCHES IN HEIGHT IMMEDIATELY AFTER PLANTING AND MAY BE USED IN CONJUNCTION WITH FENCES, SCREENS, 0 NO EQUIPMENT, INCLUDING PASSENGER VEHICLES, SHALL BE DRIVEN, PARKED, STORED, OR REPARED WITHIN DESIGNATED UNDISTURBED NATIVE *e+' TREES TO BE RELOCATED OR WALLS TO MEET PHYSICAL BARRIER REQUIREMENTS. • GROUNDCOVERS, OTHER THAN GRASS, SHALL BE PLANTED IN A MANNER AS VEGETATION AREAS. A THIS LANDSCAPE PLAN IS PRELIMINARY AND IS NOT A WORKING DRAWING. A DETAILED PLAN WILL BE SUBMITTED PALMS TO BE PRESERVED TO PRESENT A FINISHED APPEARANCE AND REASONABLY COMPLETE COVERAGE WITHIN FOUR (4) MONTHS AFTER PLANTING. DURING CONSTRUCTION PLAN APPROVAL PROCESS. 0 IRRIGATION DESIGN SHALL CONFORM TO SECTION '7.09.06. DETAILED SYSTEM DESIGN TO BE PROVIDED WITH FINAL LANDSCAPE PLAN my �,, 1.1-loxnas Lucido & A,�ocaatu, P.A. First Source Commerce P Sheet .� v Park t N /� v Land Planr�ir�g/Lan(�pe Architecture � / St. Lucie County 1 � v V Lie. #LC-0000335 0� \ / 100 A enue A, Suite 2A, Ft. Pierce, Fl, 34950 772-467-1301, Fax 772-467-1303 Landscape Plan 0 1 • First Source Commerce Park BUILDING DATA PRAM NINCG INS X GORES OCCUPANCY TYPE I' � � I . - - ,� '' �" �I ', � "" , I I, T1 COVER 5HEET /DRAWING INDEX I PROJECT DATA ZONING ZONING ID - INDUSTRIAL { R ! � KEY PLAN / LOCATION MAP /GENERAL NOTES BUILDING FBG 2004 EDITION FACTORY INDUSTRIAL GROUP F-2, F 3 r t.a a..fd _ d .. au: is LIFE SAFETY xFPA 101 LIFE SAFETY GORE - 1 A1.1 FLOOR PLAN, REFLECTED CEILING PLAN, MEZZANINE PLAN FLORIDA 2003 EDITION 9 _ MECHANICAL FBG 2004 MEGHANIGAL LODE B CONSTRUCTION TYPE NFFA 90A - 2003 EDITION A1.2 MECHANICAL PLAN, ELECTRICAL PLAN, LIFE SAFETY PLAN ELECTRICAL 2004 NATIONAL ELECTRIC CODE TYPE V, UNPROTECTED, SPRINKLERED PLUMBING FBG 2004 PLUMBING CODE UPY SAS FBG 2004 PLUMBING CODE A1.3 MECHANICAL NOTES, ELECTRICAL NOTE5, PLUMBING NOfl FIRE FLORIDA FIRE PREVENTION CODE TOILET RM INTERIOR ELEVATIONS �;,- 2003 EDITION NFPA 1 - UNIFORM II CONSTRUCTION FIRE CODE - FLORIDA 2003 W 1-HR TENANT SEPARATION 'WA--5 a EDITION A2.1 WALL SECTIONS HANDICAP FBG 2004 CHAPTER 11 - FLORIDA ACCESSIBILITY CODE FOR BUILDING" / CONSTRUCTION PART A KEY PLAN �.. ill{� Yc F � 7 ./•i', a� ST. LUCIE COUNTY LLI PLAN REVIEjp(,.-o 01 IR SOURG _ L ARBLDG r ATE BUILDING E ELEC' J• DATE' E101 F106 F105 F104 r103 F102 F101 A105 z ... Spa , .' .-:. ;'�„ - . �• - —"� PLUMB: DATE' 0 �' _ w�a ■ A I MECH A103 g w BUILDING F A102 p DATE: r. A101 _ v � D109 5112 BUILDING D B111 D110 BUILDING G BUILDING B 5 pq r I a A.. I I � O o O o o O O O O O o O O o O) 11 - IN D111 VJVUV .-��_�� V V V V Ul ttlm EDIn.- mm(3 -IIIIIIIIIIIIIIIIIIIIN -. -- J, _ THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT FORMATION. .. . - - s MAYBE NECESSARY IN ORDER TO * SEE CIVIL ENGINEERING DRAWING PACKAGE FOR ALL SITE IN COMPLY WITH ALL APPLICABLE CODES.`' LO CATION MAP SYMBOLS MATERIAL INDICATIONS GENERAL NOTES ` - - �F%� SECTION NO. 1 - AIA GENERAL CONDITIONS ' O III, _ MA50NRY: SETTING BEDS: �, ® II THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENTS NO, A-201, APRIL 199'1 -0' t _ _ FIREBRICK ® SAND/MORTAR/ EDITION IS HEREBY MADE A PART OF THESE SPECIFICATIONS AND THIS CONTRACT. p, PLASTER 1. CONTRACT DOCUMENTS: PLANS, SPECIFICATIONS, AIA CONTRACT, ADDENDA 9. UTILITIES - SERVICE AT SITE: IT 1,I THE RESPONSIBILITY OF THE GENERAL s c FACE BRICK rO= C DETAIL TAG AND GRANGE ORDERS. CONTRACTOR TO HAVE RI SITE, WHEN REQUIRED, ALL UTILITY SERVICE, INC, WATER, ELECTRICITY, GAS AND TELEPHONE. THE CONTRACTOR WILL ,` "� OrangeAve CERAMIC TILE METAL: DIRECT THE SUBCONTRACTORS TO BRING INTO THE BUILDING THE UTILITIES ,Oran E Ave- r- 2. SUD57ANTIAL COMPLETION: SUBSTANTIAL COMPLETION OF THE WORK SHALL FROM POINTS ESTABLISHED BY THE UTILITY COMPANIES. '°• 1 ALUMINUM BE AS DEFINED IN AIA DOCUMENT 6-704. If1a ` SECTION TAG CONCRETE: SECTION NO. 2 - SUPPLEMENTARY GENERAL CONDITIONS 10. DEMOLITION AND REMOVAL SHALL BE COORDINATED AND PROVIDED BY Duct A 4+ ,'�+.- i`l THE GENERAL CONTRACTOR. I f. {h a STEEL -LARGE SCALE fr," - + 1 CONCRETE BLOCK p 1. RIGHT TO CLARIFY THE WORK IE RESERVED IF THE ARCHITECT CONSIDERS IT TI 11, GUTTING, BACKFILLING,FATCHING AND REFINISHING: GENERAL C-ONTRAC70P SHALL IS ELEVATION TAG STEEL -SMALL SCALE AS RE UIRY, BY ADDITIONAL DETAIL DRAWINGS AND/OR WRITTEN DESCRIPTION � ® 2 CAST -IN -PLACE AS REQUIRED; OR JOB CONDITIONED INSTRUCTIONS AT SITE. FURNISH ALL LABOR AND MATERIALS. and PRECAST 12. 5UB5TITUTIONS: IF, IN ANY CASE, THE CONTRACTOR WISHES TO SUBSTITUTE ���GGG���+++ ,'+'d PCtaman R'� INT ELEV TAG 3 A4.1 1 WOOD: 2. CAUTION TO CONTRACTORS: ERRORS AND OMISSIONS: IN CASE CONTRACTOR AN ITEM FOR ONE SPECIFIED HEREIN, HE SHALL LIST SAME ON A SEPARATE J4 , - -'-- ---^_� BELIEVES THAT HE HAS DISCOVERED ERRORS AND/OR OMISSIONS IN THE LIGHTWEIGHT - - - - - SHEET OF PAPER FROM THE BASE BID. IN THIS LIST, HE WILL INDICATE j '� r= 4 FINISH DRAWINGS OR SPECIFICATIONS, HE SHALL NOTIFY THE ARCHITECT FOR SPECIFIED ITEM, AND ITEM TO SUBSTITUTE. THE ARCHITECTS WILL STUDY �� I CLARIFICATION BEFORE SIGNING THE CONTRACT, AND IN ANY CASE, BEFORE c NOTE REFERENCE 1O PROCEEDING WITH THE WORK. IF CONTRACTOR FAILS TO DO 50, HE SHALL 7HE5E SUBSTITUTIONS AND DETERMINE WHETHER OR NOT THE ITEM WILL BE EARTHWORK: ROUGH FRAMING/CONY BE HELD RESPONSIBLE FOR THE RESUL75 OF SUCH ERRORS OR OMISSIONS ACCEPTABLE IN THIS CONTRACT, E 1 AND FOR THE 05T OF RECTIFYING SAME. NOTIFICATION IN WRITING FOR G ' 7 REv15I0N TAG 1 DISTURBED BLOCKING ABOVE. 13 EXTRA VI E- PLYWOOD 3. PERMI75: GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL BUILDING (A) NO CLAIMS FOR "EXTRA WORK" WILL BE ALLOWED BY THE DESIGNING Rd, Sttb UNDISTURBED PERMITS AND OTHER LAYNFUL FEES. ARCHITECT UNLESS WRITTEN AUTHORVATION HAS BEEN OBTAINED FROM tlri"'b„ �, COLUMN GRID {N 5TONE / GRAVEL p , e TEMPERED THE OWNER OR THE OWNER'5 REPRESENTATIVE. ` POROU5 FILL +G�• ° • • e HARDBOARD 4. TEMPORARY TOILETS: SANITARY FACILITIES SHALL BE PROVIDED �I fig. BY THE GENERAL CONTRACTOR FOR WORKMEN. (B) SHOULD EITHER THE CONTRACTOR FOR THI5 WORK OR ANY SUBCONTRACTOR ZI;e. ,�).i r-� Rd I','(j START ON ANY SUCH WORK WITHOUT MAKING A CLAIM IN WRITING, IT C2 �' WINDOW TAG O INSULATION: PLASTER/'BACKING BOARDS: WILL BE CONSTRUED AS AN ACCEPTANCE BY THEM OF SUCH WORK AS �. 1 -� I 5. CONTRACTOR'S LIABILITY INSURANCE: CONTRACTOR SHALL MAINTAIN SUCH BEING REQUIRED UNDER THEIR CONTRACT, AND NOT FUTURE CLAIM FOR INSURANCE AS WILL PROTECT HIM FROM CLAIMS UNDER THE WORKMAN'$ AN "EXTRA" WILL BE CONSIDERED OR ALLOWED BY THE OWNER. 9A`k' e BATT BLANKET DOOR TAG SAND and CEMENT COMPENSATION ACT AND FROM OTHER CLAIMS FOR DAMAGES OR PERSONAL White Rd O L005E FILL ® GROUT Ul/M L. LATH INJURY INCLUDING DEATH, WHICH MAY OGGUR FROM OPERATION UNDER THIS (C) SHOULD AN EMERGENGY ARISE ENDANGERING LIFE AND PROPERTY, CONTRACT. CERTIFICATE OF SUCH INSURANCE SHALL BE FILED WITH THE THE CONTRACTOR MUST TAKE CARE OF SUCH EMERGENCY, BUT IF GYPSUM WALLBOARD -- RIGID ARCHITECT. POSSIBLE CONSULT THE DESIGNING ARCHITECT BEFORE 50 DOING. ROOM ROOM TAG IF THE DESIGNING ARCHITECT THEN FINDS THAT ANY OF THE WORK 101 GLASS MESH 6. GUARANTEES: THE GENERAL CONTRACTOR SHALL FURNISH THE OWNER AND 50 DONE WA5 ACTUALLY AN "EXTRA", THE CONTRACTOR WILL BE FIN15H MATERIALS: MORTAR BOARD ARGHITEGT WITH A WRITTEN WARRANTY UNCONDITIONAL, INSURING THE BUILDING REIMBURSED AS HEREINAFTER PROVIDED, ELEV DATUM Pf O'-O" ® AGAINST DEFECTS IN WORKMAN514F AND/OR MATERIALS FOR A PERIOD OF ONE ACOUSTIC TILE - (1) YEAR AFTER COMPLETION DATE. THE GENERAL CONTRACTOR WILL BE CONSULTANTS top Of Slab STONE; HELD OCCUR DURING, FOR AND SHALL CORRECT ANY SUCH DEFECTS SHOULD THE VALUE OF ANY EXTRA WORK OR GRANGE SHALL BE DETERMINED A5 ELEVATION MARK GLA55 ® THEY OCCUR DURING THAT TIME, THE WARRANTY PERIOD SHALL START AT THE FOLLOWS: O' - O" TIME THAT THE BUILDING IS FINALLY ACCEPTED BY THE ARCHITECT AS BEING STONE VENEER COMPLETE AND FINISHED. BY PROPOSAL FROM THE CONTRACTOR TO THE ARCHITECT, RECOMMENDATION N FROM THE ARCHITECT TO THE OWNER, AND ACCEPTANCE BY THE OWNER 6ROUNDFLOOR ENGINEERING J. L. DeBAY, INC. TWHNO ENGINEERING CAULK and SEALANTS: MARBLE -7. OWNER AND ARCHITECT'S PRIVILEGE: THE OWNER AND THE ARCHITECT OF A LUMP SUM. WHE1,@E ANY ONE CHANGE INCREASES OR DEGREASES RESERVE THE RIGHT TO REJECT ANY AND ALL GENERAL AND SUB -BIDS. THE SCOPE OF THE OKIGINAL CONTRACT, THE PROPOSAL TO CHANGE SHALL JAMES L. DEBAY, PE MAZE D`JAHAN5HAHI, PE NORTH ARROW SEALANT THEY RESERVE THE PRIVILEGE OF REG7UE5TING BIDS FROM ANY CONTRACTOR BE SUPPORTED BY ACCURATE COST DATA, ESTABLISHING THE FAIR AND TOMMY TRAVERAS, PE 2525 OLD OKEECHOBEE ROAD, SUITE 1 4524 GUN CLUB ROAD, SUITE 205 11"1 U5 HIGHWAY 1-SUITE 201 WBACKER ROD FLOOR COVERING: OR SUBCONTRACTOR AT ANY TIME. CURRENT MARKET SENT OF THE LABOR, PLUS OR MINUS A OVERHEAD, C WEST PALM BEACH, FLORIDA 53415 PALM BEACH, FLORA 35408 MARGIN TO BE IN REPRESENT THE CONTRACTORS PROFIT AND OVERHEAD. COST WEST PALM BEACH, FLORIDA 33409 NORTH IP CARPET I 1 I I 8. COPES: CONTRACTOR SHALL PERFORM ALL THE WORK INDICATED ON THE DATA SHALL BE IN SU�FIGIENT DETAIL A5 WILL ENABLE ANY QUALIFIED 1 Ph (561) 689-1110 Fit (W0 621-8112/ F (561) b2:-1111 VFkAAIN65 AND IN THESE SPECIFICATIONS, 5TRIGKLY IN ACCORDANCE WITH ARCHITECT AND/OR ENGINEER TO CONFIRM THE ACCURACY OF SUCH Ph (561) 9 mmW@g1 / P Rw 615-9165 Ideba @6o\,ad.net tommy@groundfl.com � y n0je®techno-engineering.com AL6 STATE, COUNTY AND GIrY CODES. PROPOSAL. 5TRUCTURAL MECHANICAL/ PLUMBING ELECTRICAL cc 0 YN Co ry/ L O Qc CL a � U Z L U J U r U1J 0 2 tc J G 120 O U o w U z a p U z m o H = J � N� m Ld� Y LL U) project no. 04064.04 drawn by jac checked by nxg original issue 01.20.06 latest revision latest v plot date 01.31.06 U V Title Sheet E Q Sht T1 of 5 Copyright NXG Architecture, Inc. 2005 i 14H. 10' W. OVERHEAD COILING DOOR WAREHOU5E AREA MINE PROVIDE AND INSTALL PREFABRICATED STEEL 5TAIR WITH 42" TALL - 1 1/2" dla �� GUARDRAIL/ HANDRAIL AND WALL RAIL lu/ ALL APPROVED EXTENSIONS, RETURNS, AND SUPPORT BRACKETS. MAX 5PACING OF INTERMEDIATES 4"oc, MAX RISER T TREAD �- 11" PLUS 1" NO51N6 A5 REQUIRED BY CODE. J OFFICE RECEPTION PANEL ENIIa a: I INSTALL AND 5 FREESTANDING UTILYTY SINK AND M06t�ED T — — WMSINATION AALL MOUNT — ND BODY DRENCH HOSE ACCORDING 2'-0 — �O MANUFAC'NRER'S 1N5TRUCTIONS 1 \ AND Ab REQUIRED BY CODE. WAITING OFFICE I I I ' NOTES: 1. ALL DIMENSIONS ARE FAGS OF FINISH TO FACE OF FWZH 2. ALL INTERIOR DOORS ARE 56" x 60" x 1 5/5" HOLLOW GORE FLU5H MASONITE EXCEPT DOOR TO WAREHOUSE 15 56" x 80" x 1 0/4" SOLID CORE FLU5H MA50NITE i� FLOOR PLAN - AlC" 1.1 1/4" = 1,_0„ O 1 2 T :2I REFLECTED GLG PLAN — A�103 11.1 1/4" = 1'-0" O 1' 21 4' 8' 12 NOTES: 1. ALL DIMENSIONS ARE FACE OF FINISH TO FACE OF FIN15H MEZZANINE PLAN — A103 0 11 2 4 8 12 UJ§M 0 m E 0o8 o� N� r NNQ s • Q � U P N pNp�� 33 �Ui L J 3 ® , O m '2 Y � d r m � CS �01 �ILE COPY cc 0 Y o � o � d Q CL U z W � J U o W o � J m U o w U z ry a O z m Q I-/1' S J W o m i.L y LL In THESE PLANS AND ALL PROPOSED WORK ' -ARE SUBJECT TO ANY CORRECTIONS .REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO A 'CQMPLYWITH ALL APPLICABLE CODES. project no. 04064.04 drawn by jac checked by nxg original issue 01.20.06 latest revision +"+ latest plot date 01.31.06 E: 0 Floor Plan sht A 1.1 CL 5 Copyright NXG Architecture, Inc. 2005 HP-16 IIII 9'-AFF 10 — —77, EXIT PANEL A L 3 A-5 I I A-5 1 II, II I II i I � IIII Illl o II II o�i rA-5 I 1 I I I �II IIII � I- II I II II L J1I TO MEZZANINE A-5 LIGHTING � � "!•• fFrM j II �� fi---I�IIIIll4f T I I 'I,1 ��r I I ICI ICI I L� i. l ll'i! Ili II __ l TYFIcA I-1' x a' I - LIGHTF�ESCENT TURE IN GL. Q WAREHOI»E AND - A-5 MEZZANh O BE 5€L-56, ED r I �I BYTHE OWNER _% II I — _ IIII ROOFTOP —i j 4� I WP GFI �- i Il IV L I DUPLEX OJTLET OJ ® ROOF - Al-10,12 t ti I - - w/ DSCONNECT I a i III �; I I Q A_-_5p HVAG 'miT-Ai-a,a 6 A,- PAN L At `, � ,. - i t �- i EXIT 11 may® A-5 AT TOP OF STAIRS Al-1 TO LIGHTING OF I' rL xY L y MEZZANINE \ I Y Al -2 a t I t-STR69:- Al-k�3 1 � \ I LIGHTS' ABOVE Al-1 MEZZANINE �I l A1-5 Al-2 Al-2 - II- I^ •� � Al s� IIII � a ST i AROBE IW FF A �1 ' -- -2 STATION 1 1 }k I _ -- _ r� A 5 HP-6 i HP-6 12�� 8'-10 AFF _ - _ 8 10 AFF � _ k` } ' I 24'-3 1/2" AFF HP-16 I I NOTE: EXTERIOR BUILDING LIGHTS ARE CONTROLLED VIA PHOTOCELL @ HOU5E PANEL. ELECTRICAL PLAN - A105 1. 1/4" = 1'-0" m S N ATTENTION 11 General Electrical not 1. All exterior lights i receptacles, etc circa House Panel are shout convenience purposes Refer to the "Buildinc Permit Documents" fc requirements. 2. Locations and mot. heights of exterior bl accent and entry light corrected on this dr< Shall override indicat' "Building Shell Permit MECHANICAL PLAN - A105 12' AHU ABOVE CLG Wl INTERNAL DISCONNECT B 1 1/2" DEEP GALVANIZED STEEL DRAIN PAN ROOP MOUNTED CU W/ DISCONNECT IN5ULATED REFRIGERANT PIPIN& TO CU UNIT AT ROOF SMOKE DETECTOR IN RETURN AIR DUCT EXHA05T FAN / LIGHT #1 4" VIA, GLAV DUCT TO ROOF`. TERMINATE AT ROOF TOP W/ RAIN PROTECTED HOOD FRESH AIR SUPPLY 4" VIA GALV DUCT. TERMINATE AT ROOF TOP W/ RAIN PROTECTED HOOD 1" DIA INSULATED CONPEN5ATE LINE TO ExTIRIOR WALL OF BUILDING AT 4" AFF LIFE 5AFETY PLAN A105 1. 1/4" = 1'-0" O 1' 2' 4' �- 8' 12, �. \ore° 0 LL ® m Y LL o a � U 5W 0 O � W w U z r a a 0cu z L� o, Q � 2 m tl Y LL 0 C7 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS , REQUIRED BY FIELD INSPECTORS THAT, 0.?, MAYBE NECESSARY IN ORDER TO <r COMPLY WITH ALL APPLICABLE CODES: ,. project no. 04064.04 drawn by jac checked by nxg original issue 01.20.06 latest revision +� latest a plot date 01.31.06 E V a MEP Plans a sht A1.2 5 Copyright NXG Architecture, Inc. 2005 NOTE TO GONTR,4GTOR: 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT ALL EXISTING UNDERGROUND AND ABOVE GROUND IMPROVEMENTS SUCH AS, CONDUITS, GAS MAINS, SANITARY 5EWER LINES, TV GABLE, TELEPHONE, LATERALS, WATER MAINS, POLES, PIPES, GABLES AND OTHER STRUCTURES FROM INJURY, AND IN CASE OF DAMAGE THEY SHALL BE RESTORED WITHOUT COMPEN5ATIOK 2. HAND -DIG WHERE THERE 15 ANY CONFLICT WITH THE EXISTING UNDERGROUND UTILITIES. B. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT ALL UTILITY COMPANIES FOR LOCATION OF THEIR EXISTING FACILITIES. IT 15 THE CONTRACTORS RESPONSIBILITY TO LOCATE THESE UTILITIES FOR THE EXACT DEPTH. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES SUSTAINED OR GO5T INCURRED BECAUSE OF THE CONTRACTOR'S OPERATION IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANIES WHEN THEIR EXISTING FACILITIES CONFLICT WITH THE CONSTRUCTION, GENERAL ELEGTRICoAL NOTES: 1. THE ELECTRICAL CONTRACTOR 15 TO COORDINATE WITH THE HEATING, VENTILATING AND AIR CONDITIONING (HVAG) TRADE TO MAKE CERTAIN ALL POWER CIRCUITS, CONTROL CIRCUITS AND CONDUITS ARE INCLUDED IN THE BIDS. ALL HVAG EQUIPMENT 15 TO BE PROTECTED WITH FUSES (DUAL ELEMENT) SIZED EXACTLY IN ACCORDANCE WITH THE EQUIPMENT LABELS. SPLIT SYSTEMS AIR HANDLERS AND CONDENSING UNITS ARE TO BE CONNECTED WITH CONTROL CIRCUITS. UNDER NO CONDITIONS WILL OWNER PAY ADDITIONAL CHARGES FOR HVAG, EXHAUST. 2, THE ELECTRICAL CONTRACTOR 15 TO OBTAIN A COMPLETE SET OF DRAWNGS AND SPECIFICATIONS PRIOR TO BIDDING, AND 15 TO BECOME THOROUGHLY FAMILIAR WITH THE ARCHITECTURAL, CIVIL, STRUCTURAL, MECHANICAL AND LANDSCAPING FEATURE OF THE PROJECT. REVIEW ALL EXISTING CONDITIONS AND V151T THE JOB 517E PRIOR TO BID. PRIOR TO BIDDING, THE ELECTRICAL CONTRACTOR 15 TO HAVE A COMPLETE UNDERSTANDING OF CELING CONFIGURATIONS, WIRING SPACES, FIRE RATED SURFACES, STRUCTURAL FEATURES, AIR CONDITIONING WORK, TEMPORARY POWER REQUIRBHENT5, PIPING, PLUMBING AND ALL OTHER FEATURES WHICH BEAR ON THE ELECTRICAL WORK. UNDER NO CONDITIONS, 15 THIS PROJECT TO BE BID WITHOUT A COMPLETE SET OF DRAWIN65 AND SPECIFICATIONS. 3. DO NOT SCALE OR TAKE DIMENSIONS FROM ELECTRICAL DRAININ65. 4. ALL FLUORESCENT BALLASTS ARE TO COMPLY WITH THE REGOREMENT5 OF THE FLORIDA ENERGY CODE. B. THE CONTRACTOR TO PROVIDE DECO" BRAND 5WITGH AND RECEPTACLE COVER PLATE5 IN WHITE COLOR. 6. THE WORK TO BE PERFORMED BY THE CONTRACTOR INCLUDES FURNISHING ALL MATERIALS, LABOR, TOOLS, EQUIPMENT, LIGHT, POWER, TRANSPORTATION, SUPERINTENDENCY, TEMPORARY CONSTRUCTION OF EVERY NATURE, AND ALL OTHER SERVICES AND FACILITIES OF NATURE WHATSOEVER NECESSARY TO MODIFY, CONSTRUCT, COMPLETE, DELIVER AND PLACE IN OPERATION THE REFERENCED PROJECT. 1. THE ELECTRICAL CONTRACTOR TO PROVIDE ALL MATERIALS AND LABOR TO INSTALL THE ELECTRICAL SYSTEMS AS, INDICATED ON THE DRAINGS. IT 15 NOT THE INTENT OF THESE PLANS TO 5HOA EVERY MINOR DETAIL OF CONSTRUCTION. ITEMS NOT SHORN BUT OBVIOUSLY NECESSARY FOR COMPLETION OF THE WORK SHALL BE INCLUDED. 8. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NEC, LOCAL CODE5, AND OTHER APPLICABLE JURISDICTION CODES. cl. THE CONTRACTOR TO 05TAIN ALL NE6E55ARY PERMIT5, INSPECTIONS 4 APPROVALS. ALL WORK SHALL BE DONE BY A LICENSED ELECTRICIAN. 10. THE CONTRACTOR TO COORDINATE THE WORK A/ THE ENGINEER 4 OWNER. it. IT 15 THE CONTRACTORS RESPONSIBILITY TO COORDINATE SERVICE CONNECTIONS WITH FLORIDA POWER AND LIGHT COMPANY. ALL LABOR, EQUIPMENT, MATERIAL AND UTILITY FEES NECE55ARY TO MEET FPL REQUIREMENTS, IS, TO BE INCLUDED IN THE PROP05AL. 12. GROUNDING TO BE INSTALLED TO MEET NEC, ARTICLE 250 REQUIREMENT5, A GROUNDING SYSTEM SHALL NOT EXCEED A 46 HOUR DRY RE515TANCE OF 5 OHMS, ADDITIONAL GROUNDING TO MEET THI5 REQUIREMENT SHALL BE INSTALLED AT NO EXTRA COST. GROUNDING AND BONDING CONNECTIONS SHALL NOT BE PAINTED, 13, AN EQUIPMENT &ROUND AIRE SIZED PER NEC, SHALL BE PULLED IN ALL ELECTRICAL CON1)UIT5, WHETHER OR NOT INDICATF� ON PLANS. 14. ALL EQUIPMENT AND MATERIALS SHALL BE NEW 4 UNUSED 4 U.L. LISTED. 15. ALL CONDUCTORS SHALL BE COPPER, 60OV, RHIN (XI-P), THIN OR XHHW BELOW FINISHED GRADE AND NET LOCATIONS, OTHERWISE THWN/ THHN SHALL BE INSTALLED ABOVE FINISHED GRADE. 16. UNDERGROUND CONDUITS SHALL BE SCHEDULED 40 P.V.G. ALL ABOVE GRADE CONDUITS SHALL BE EMT, INDOOR, OR PVC, 50 OUTDOOR. 11. ELECTRICAL AARNING TAPE SHALL BE PLACED 6 INCHES DEEP ON TOP OF ALL UNDERGROUND TRENGHIN65. IS. ALL TRENCHES SHALL BE FILLED W/ COMPACTED GLEAN SAND BACKFILL (q8% A55HTO T-180) AND COMPACTED UTILIZING COMPACTION MACHINE AT DEPTH OF NOT MORE THAN 6 INCH LAYERS. 1q. ALL UNDERGROUND CONDUITS SHALL BE A MINIMUM 24 INCH DEEP TO TOP OF THE CONDUITS UNLE55 OTHERWISE NOTED. CONDUITS INSTALLED BY CONTRACTOR FOR FPL COMPANY SHALL BE A MINIMUM 56" DEEP TO TOP OF CONDUITS AND SHALL BE INSTALLED IN THE EASEMENT AREA. 20. THE CONTRACTOR 15 RESPON5IBLE TO TEST ALL SYSTEMS AND REPAIR OR REPLACE ALL DEFECTIVE WORK TO THE SATISFACTION OF THE ARCHITECT AND OWNER, 21. TYPE WRITTEN PANEL 5CHEVULE5 SHALL BE INSTALLED IN EACH PANEL BOARD. ALL CIRCUITS SHALL BE IDENTIFIED IN PULL BOXES, PANEL BOARDS AND CONTROLLERS, IDENTIFICATION SHALL MATCH PANEL BOARD 5CHEDULES. 22. THE CONTRACTOR SHALL VISIT THE 517E AND BECOME FAMILIAR AITH THE EXISTING CONDITIONS AND THE COORDINATION OF THE WORK. ANY OMIS51ONS OR CONFLICT IN THE AORKING DRAWINGS OR BETWEEN THE DRAWINGS AND EXISTING FIELD CONDITIONS WHICH MAY INTERFERE WITH THE PROPER EXECUTION AND COMPLETION OF THE DESCRIBED WORK SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING NTH THE WORK, 25. THE CONTRACTOR SHALL LEAVE THE 517E GLEAN AND ORDERLY AT THE END OF EACH WORKDAY. 24. CONTRACTOR SHALL VERIFY LOCATIONS SHOWN ON THE DRANING AND DETERMINE THE CHARACTERI5TIC5 OF EXISTING FACILITIES THAT WILL AFFECT THE PERFORMANCE OF THE WORK, BUT ARE NOT SHORN ON THE DRANIN6 OR IN THE SPECIFICATIONS, 25. ALL MATERIALS AND EQUIPMENT SHALL BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS UNLESS OTHERWISE NOTED. 26. CONTRACTOR TO SUBMIT SHOP DRANN65 4 CATALOG NUMBERS FOR ALL NEW MATERIAL FOR APPROVAL BY THE ARCHITECT PRIOR TO CONSTRUCTION. 21. EVERY ATTEMPT SHALL BE MADE TO PROTECT ALL EQUIPMENT 4 MATERIAL FROM ANY INJURY DURING TRANSPORTATION, LOADING, UNLOADING AND INSTALLATION AT THE SITE. 28, THE CONTRACTOR SHALL BE RE5FON51BLE FOR LOST, STOLEN OR DAMAGED EQUIPMENT OR MATERIAL. 21q. ALL EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL BE NEMA TYPE SR. 50. CONTROL CENTERS SHALL BE SUPPLED WITH BOLT -ON BREAKERS OR EQUAL. 91. ALL MAIN FUSES SHALL BE CURRENT LIMITING WITH REJECTER KIT. 32. ALL DISCANNEGTS SHALL BE HEAVY DUTY AND FUSIBLE, ELEGTRICoAL 5AFE7Y NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, THE CONTRACTOR SHALL TAKE ALL NECE55ARY FRECAUTION5 FOR THE SAFETY OF, AND SHALL PROVIDE THE NECESSARY PROTECTION TO PREVENT DAMAGE, INJURY, OR LOSS TO THE PUBLIC AND/OR PUBLIC PROPERTY. 2. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES AND HARGING DEVICE5 SURROUNDING THE AREA OF CONSTRUCTION TO INSURE PUBLIC, SAFETY. E. W, MEISHANIC.-AL NOTES 1. MECHANICAL AORK5 AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE CODE REGULATORY AGENCY, UTILITY COMPANY RE6ULATION5 AND THE APPLICABLE LATEST EDITION OF CODES AND STANDARDS, NITHOUT LIMITING THE NUMBER, AS FOLLOWS, FLORIDA BUILDING CODE (FBC) 2001 EDITION NATIONAL ELECTRICAL CODE (NEC) 2001 EDITION ENVIRONMENTAL PROTECTION AGENCY (EPA) DEPT. OF ENVIRONMENTAL REGULATION MANAGEMENT (PERM) LOCAL ORDINANCES, REGULATIONS OF THE BUILDING DEPTS., AND FIRE DEFTS. NATIONAL ELECTRICAL SAFETY GORE OCCUPATIONAL 5AFETY AND HEALTH STANDARD RECOMMENDATIONS OF NFPA, IN GENERAL AND IN PARTICULAR: A. LIFE SAFETY, NFPA 101 B. HVAG, NFPA qOA, B C. HVAG NFPA 416 D. SMOKE CONTROL, NFPA q2A E. NATIONAL ELECTRIC. CODE F. RECOMMENDATIONS OF A5HRAE, INCLUDING A5HRAE 10-15 G. JOINT COMMISSION FIRE ALARM POLICY H. SMANCA HVAG DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE 2. THE MECHANICAL CONTRACTOR 15 TO OBTAIN A COMPLETE SET OF DRAWINGS AND SPECIFICATIONS PRIOR TO BIDDING, 15 TO BECAME THOROUGHLY FAMILIAR WITH THE ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND PLUMBING FEATURE OF THE PROJECT. REVIEW EXISTING CONDITIONS PARTICULARLY THE ROOF TO ENSURE THAT THE ROOF CAN SUPPORT THE WEIGHT OF ROOF TOP UNITS LOCATED ABOVE AND WEIGHT OF THE DUCT HANGING SYSTEM LOCATED BELOW AND SHALL VI5IT JOB SITE AND ASCERTAIN EXISTING CONDITIONS THAT WILL AFFECT CONTRACTOR'S WORK PRIOR TO BID, THE MECHANICAL CONTRACTOR 15 TO HAVE A COMPLETE UNDERSTANDING OF THE SPACE RBOAREMENT5, 5TRUCTURAL FEATURES, ELECTRICAL AORK, PIPING, PLUMBING AND ALL OTHER FEATURES WHICH BEAR ON THE MECHANICAL WORK. CLOSELY EXAMINE PLUMBING AND ARCHITECTURAL CONDITIONS TO AVOID DUCT AND PIPING OR 5TRUGTURAL INTERFERENCE ETC. UNDER NO CONDITIONS THI5 PROJECT TO BE BID WITHOUT A COMPLETE SET OF VRAWIN65 AND SPECIFICATIONS. 3. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL OF MECHANICAL MATERIALS. SHOP DRANIN65 INCLUDE, BUT NOT LIMITED TO ALL TYPE AIR CONDITIONING UNITS COMPLETE WITH ALL COMPONENTS, CONTROLS, ACCESSORIES, AND INSTALLATION DETAILS, AIR DISTRIBUTION DEVICES, ALL TYPE5 INCLUDING FRAMES, FASTENERS, MAINTENANCE MANUAL, ETC. 4. DO NOT SCALE OR TAKE DIMENSIONS FROM MECHANICAL DRAWIN65. 5. THE CONTRACTOR SHALL FOLLOW THE APPLICATION RECOMMENDATIONS OF THE MANUFACTURER OF ALL HARDWARE AND ACCESSORY ITEMS. 6. INDICATED DUCTWORK 51ZE5 ARE INCHES INSIDE, CLEAR. 1. THE WORK UNDER THIS CONTRACT SHALL INCLUDE ALL LABOR, MATERIALS, PERMITS, TOOLS, EQUIPMENT, TRANSPORTATION, INSURANCE, TEMPORARY PROTECTION, SUPERVISION AND INCENDTAL ITEMS, ESSENTIAL FOR PROPER INSTALLATION AND OPERATION, EVEN THOUGH DO NOT 5PECIFICALLY MENTIONED OR INDICATED ON THE DRAWINGS BUT WHICH ARE USUALLY PROVIDED OR ESSENTIAL FOR PROPER INSTALLATION AND OPERATION OF ALL SYSTEMS RELATED TO THIS SECTION, AS, INDICATED ON THE 0RAAING5 AND THE 5FEGIPICATICN. 8. INHERE REQUIRED DUCT FABRICATION, INSTALLATION AND FITTINGS SHALL CONFORM TO "SMANCA" LOIN VELOCITY DUCT STANDARD. (LATEST EDITION). q. ALL MISCELLANEOUS SUPPORT STEEL, ANGLE IRON, POSTS, HARDWARE AND SUPPORT AGGE550RIF5, NCLUiVN& SUPPORT RODS, NUTS, BOLTS, SGREW5 AND OTHER 5UC 4 ITEMS, SHALL BE OF A GALVANIZED OR CADMIUM PLATED FINISH OR OF ANOTHER APPROVED RUST -INHIBITING COATING. PROVIDE ALL WELDNG, GUTTING OF ROOF, PATCHING MATERIALS, PITCH POCKETS, HURRICANE SUPPORT AND FASTENERS. 10. PROVIDE STARTING COLLARS WHERE REQUIRED. 11. PROVIDE STANDARD DUCT SEALING REQUIREMENT SEAL CLASS A, GLASS B, AND CLA55 G WHERE REQUIRED. THE 5EAL MUST BE WATERPROOF, WEATHERPROOF, OR ULTRAVIOLET RAY RESISTANCE. TO BE TOTALLY LEAK FREE AND MAINTAIN LEAKAGE INTEGRITY AT PRESSURE IN EXCESS OF THEIR DUCT CLASSIFICATION. 12. DUCT HALL THK,LcNE55, JONT5, 5EAM5, AND REINFORCEMENT MUST BE COORDINATED TO PROVIDE PROPER ASSEMBLY. 15. ALL DUCT JOINTS SHALL BE TAPED. 14. PROVIDE DUCTWORK AND PIPING CONNECTIONS AND VIBRATION 15OLATOR5 AT ALL EQUIPMENT. 15. EXHAUST FAN PROVIDED DUCTED DISCHARGE WHICH SHALL TERMINATE A MINIMUM OF 10 FEET FROM ANY WINDOINOR DOOR OPENING. VERIFY ALL EXHAUST FAN EQUIPMENT SPECIFICATIONS WITH CANER. SEE ELECTRICAL FIXTURES SCHEDULE FOR EXHAUST FAN SIZE. 16. THE CONTRACTOR SHALL FURNISH, BEFORE THE FINAL PAYMENT IS MADE, A WRITTEN GUARANTEE. 11. MANUFACTURER SHALL PROVIDE THEIR STANDARD GUARANTEES FOR WORK UNDER THIS CONTRACT. HOWEVER, SUCH GUARANTEES SHALL BE IN ADDITION TO AND NOT IN LIEU OF ALL OTHER LIABILITIES WHICH MANUFACTURER AND THE CONTRACTOR MAY HAVE BY LAN OR OTHER PROVISIONS OF THE CONTRACT DOCUMENTS. IN ANY CASE, SUCH ACCEPTS THE VARIOUS SYSTEMS, AS, APPLICABLE BY THE ARCHITECT. THE GUARANTEES AND WARRANTIES SHALL REMAIN IN EFFECT FOR A PERIOD OF (1) YEAR THEREAFTER, 16. ALL MATERIALS, ITEMS OF EQUIPMENT AND WORKMANSHIP FURNISHED UNDER THIS SECTION SHALL CARRY THE STANDARD WARRANTY AGAINST ALL DEFECTS IN MATERIALS AND WORKMANSHIP. ANY FAULT DUE TO DEFECTIVE OR IMPROPER MATERIAL, EQUIPMENT, WORKMANSHIP OR DE516N NHICH MAY DEVELOP SHALL BE MADE GOOD, FORNTH, BY AND AT THE EXPENSE OF THE CONTRACTOR RESPON9OLE, INC- UPIN6 ALL OTHER DAMAGE DONE TO AREAS, MATERIAL, AND OTHER 5Y5TEMS RESULTING FROM THIS FAILURE. 1q. THE CONTRACTOR SHALL GUARANTEE THAT ALL ELEMENTS OF THE SYSTEMS PROVIDED UNDER HIS, CONTRACT, ARE OF 5UFFIGENT CAPACITY TO MEET THE SPEGFIED PERFORMANCE REQUIREMENT'S AS, SET FORTH HEREIN OR AS, INDICATED ON THE DRANIN65. 20. UPON RECEIPT OF NgrrE FROM THE OWNER OF FAILURE OF ANY PART OF THE SYSTEMS OR EQUIPMENT DURING THE GUARANTEE PERIOD, THE AFFECTED PART OR PARTS SHALL BE REPLACED BY THE 56PONSIBLE CONTRACTOR. 21. GUALIT' ASSURANCE: A. UNIT 5HNL BE RATED IN ACCORDANCE AITH ARI STANDARD 210/240. B. UNIT SHALL BE DESIGNED TO CONFORM TO A5 4RAE 15, LATEST REVISION, AND IN ACCORDANCE WITH UL 19%. C. UNIT SHALL BE UL TESTED AND CERTIFIED UNDER CANADIAN STANDARDS AS, A TOTAL PACKAGE OR SAFETY R5211REMENTS. D. CONTRACTOR SHALL ENSURE THAT THE POSITIONING OF THE UNITS AND PENETRATION FOR THESE UNITS DOE NOT COMPROMISE THE 57RUGTURAL INTEGRITY AND SUPPORT OF THE WALL E. THE PROXIMITY OF INTAKES TO EXHAUSTS SHALL CONFORM TO NFPA-61W, qOA, qi, %, 204, OR 211. F. INSULATION AND AOEiSWE SHALL MEET NFPA qOA REQUIREMENTS FOR FLAME SPREAD AND SMOKE G&ERATION. &. UNIT CAS146 SHALL BE CAPABLE OF EXCEEDING FEDEREAL TEST METHOD STANDARD NO. 141 (METHOD 6061) 500 HOUR SALT SPRAY TEST. H. EACH H16H EFICIENCY WALL UNIT 15 5U5JEGTEP TO COMPLETELY AUTOMATED RUN TESTING ON THE ASSD18LY LINE EACH UNIT CONTAINS A FACTORY -SUPPLIED PRINTOUT INDICATING TESTED PRESSURES, AMPRERA&E, DATA, AND IN5FECTION51 PROVIDING CERTIFICATION OF THE UNIT STATIUT5 AT THE TIME OF MANUFACTURER. 22. EQUIPMENT: A. FACTORY -ASSEMBLED, SINGLE -PIECE COOLING UNIT NTH OPTIONAL HEAT. CONTAINED WITHIN THE UNIT ENCLOSURE SHALL BE ALL FACTORY HIRING, PIPING, CONTROLS, REFRIGERANT CHARGE (R-22), AND SPECIAL FEATURES REQUIRED FRIOR TO FIELD START-UP. B. CABINET PANELS SHALL BE EASILY REMOVEABLE FOR SERVICING. C. HOLES SHALL BE PROVIDED IN THE BASE RALS FOR RILING SHACKLES TO FACILITATE -. OVERHEAD RI66NG, AND FORKLIFT SLOTS SHALL BE PROVIDED TO FACILITATE MANEUVERING. D. UNIT SHALL HAVE A FACTORY -INSTALLED, SLOPED CONDENSATE DRAIN PAN MADE OF A I NONC,ORRO5WE MATERIAL, PROVIDING A MINIMUM 5/4 IN. CONNECTION BOTH VERTICAL 0#0 HORIZONTAL DRAMS AND SHALL COMPLY NTH ASHRAE 62. E. UNITS, CONDENSATE DRAIN SHALL DRAIN TO EXTERIOR OF BUILDING. F, UNIT SHALL HAVE FACTORY INSTALLED FILTER ACCESS PANEL TO PROVIDE AC4255 AITH TOOL LESS REMOVAL 25. FILTER SECTION: A. STANDARD FILTER SECTION SHALL WN515T OF FACTORY INSTALLED LOH-VELOCITY, THRO/iAWAY 21H. THICK FIBERGLAS5 FILTERS OF COMMERCIALLY AVAILABLE SIZES. B. FILTER FACE VELOCITY SHALL NOT EXCEED 320 FFM AT NOMINAL AIR FLOWS. C. FILTER 5EGTION SHALL USE ONLY ONE SIZE FILTER. D. FILTERS SHALL BE ACCESSIBLE THROUGH AN ACCE55 PANEL WITH "NO -COOL" REMOVAL. 24. CONTROLS AND SAFETIES: A. UNIT SHALL BE COMPLETE WITH 5ELF-CONTAINED LOA-VELOCITY CIRCUIT PROTECTED BY A FUSE ON THE 24-V TRANSFORMER SIDE. B. 5TANDARD SAFETIES - UNIT SHALL INCORPORATE COMPRESSOR OVERTEMPERATURE AND OVFRGURRENT SAFETY DEVICESTO SHUT OFF COMPRESSOR. 25, OPERATING CHARACTERISTICS: A UNIT SHALL BE CAPABLE OF 5TARTIN6 AND RUNNING AT 125 F AMBIENT OUTDOOR TEMP, MEETING MAXIMUM LOAD CRITERIA OF AM STANDARD 210/240 AT t 10'% VOLTAGE. B. COMPRESSOR AITH STANDARD CONTROLS SHALL BE CAPABLE OF OPERATION DOWN TO 25 F AMBIENT OUTDOOR TEMPERATURE. MEGHANIGAL NOTES (continued) 26. CLEGTRIGAL REQUIREMENT5 - ALL UNIT POWER WIRING SHALL ENTER UNIT CABINET AT A SINGLE FACTORY FREDRILLED LOCATION. 21. MOTORS: A. COMPRE55OR MOTORS SHALL BE COOLED BY REFRIGERANT PASSING THROUGH MOTOR WNDING5 AND SHALL HAVE LINE BREAK THERMAL AND CURRENT OVERLOAD PROTECTION. B. TOTALLY ENCLOSED 001,10515ER-FAN MOTOR SHALL HAVE PERMANENTLY LUBRICATED BEARINGS AND INHERENT AUTOMATIC RESET THERMAL OVERLOAD PROTECTION. 28. GENERAL TEST, ADJUSTING, AND BALANCING: 1. ALL OF THE CONTRACT DOCUMENTS REQUIREMENTS APPLY TO THE WORK TO THIS SECTION. 2. THIS CONTRACTOR, AN INDEPENDENT TEST AND BALANCING (T45) CONTRACTOR SHALL PROVIDE SUBMITTALS AS, DESCRIBED HEREIN. THE T43 CONTRACTOR SHALL BE PRIOR APPROVED BY THE ENGINEER OR ARCHITECT. 3. INSPECT WORK PRETAINING TO THE AIR DISTRIBUTION SYSTEMS, AND SUBMIT A WRITTEN REPORFT TO THE OWNER'S REPRESNTATIVE, IDENTIFYING ANY WORK THAT HAS NOT BEEN INSTALLED IN ACCORDANCE WITH THE CONTRACT DOCUMENT5. THE INSPECTIONS SHALL BE CONDUCTED WEEKLY PRIOR TO THE START OF TESTING AND BALANCING. THE INSPECTION SHALL ADDRESS THE SYSTEMS, TO BE TESTED AND BALANCED. 4. PROVIDE QUALIFIED PERSONNEL, EQUIPMENT, APPARATUS AND SERVICES FOR START-UP, TESTING AND BALANCING OF THE MECHANICAL SYSTEMS, TO THE PERFORMANCE DATA SHOWN, AS, SPECIFIED, AND AS, REQUIRED BY CODES, STANDARDS, REGULATIONS AND AUTHORITIES HAVING JURISDICTION INCLUDING CITY INSPECTIONS, OWNER, AND ARCHITECT. S. START-UP, TESTING AND BALANCING SHALL NOT DIMINISH GUARANTEE REQUIREMENTS. 6. NOTIFY ARCHITECT, MANUFACTURER'S REPRESENTATIVE AND AUTHORITIES INVOLVED AT LEAST TWO (2) NEEK5 BEFORE START-UP, TESTING, AND BALANCING BEGINS. 1. INSTRUMENTS FOR TESTING AND BALANCING SHALL HAVE BEEN GLAIBRATED WITHIN SIX (6) MONTHS PRIOR TO TESTING OR BALANCING. CLAIBRATION SHALL BE CERTIFIED AND SUBMITTED AS, PART OF THE SHOP DRAININ65 AND SHALL BE L15TW ON FINAL TEST AND BALANCING REPORT. 8. UPON COMPLETION OF WORK, SUBMIT WRITTEN GUARANTEE STATING THAT ALL EQUIPMENT AND AIR DISTRIBUTION SYSTEM, ETC. HAVE BEEN TESTED, ADJUSTED, AND BALANCED. EF-1 = 40 GFM EXHAUST FAN BY NUTONE OR SO AHU/ GU = 1.5 TON SPLIT SYSTEM TRNAE OR SO N/ SEER 14 MIN AHU CEILING HUNG 4 GU ON ROOF W/ EQUIP SUPPORT 4 HURRICANE TIE DOWN PLUMBING NOTES: 1. ALL AORKMAN5HIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2, CONTRACTOR AND SUB -CONTRACTOR SHALL VISIT THE JOB 51TE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS 5. ALL MATERIALS SHALL BE NEW, 4. ALL AORK SHALL BE PERFORMED BY A LICENSED PLUMBING SUB CONTRACTOR, IN A FIRST CLASS AND WORKMANLIKE MANNER THE COMPLETE SYSTEM SHALL BE FULLY OPERATIVE. 5. ALL EXCAVATION AND BAGKFILL AS, REQUIRED FOR THI5 PHASE OF CONSTRUCTION SHALL BE A PART OF THI5 CONTRACT. 6. REQUIRED INSURANCE SHALL BE PROVIDED BY THE 51.8-CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF WORK, 1. SUB -CONTRACTOR AND GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEE, INSPECTION AND TEST. 8. PRAANC75 ARE DIAGRAMMATIC. DO NOT SCALE PRINTS FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. cl. ALL AORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE AITH THE PROGRESS OF CONSTRUCTION. 10. VERIFY LOCATION, SIZE ,INVERTS AND ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. INFORM ARCHITECT OF ANY DISCREPANCIES, 11. WATER PIPING SHALL BE TYPE "M" COPPER FOR 2" AND UNDER, TYPE "L" COPPER FOR 2 1/2" AND ABOVE. ALL UNDERGROUND RATER PIPING SHALL BE TYPE "L" COPPER 12. SOIL,AA5TE, 4 VENT PIPING SHALL BE PVC, NO HUB 501-12 ABOVE GRADE. MECHANICAL JOINTS A/5.5. CLAMPS BELOW GRADE. 15. INSULATE ALL HOT WATER RETURN, CONDENSATE LINES AND EXHAUST LINES ABOVE GRADE AS, FOLLOWS: HOT WATER SUPPLY AND RETURN - V THICK FIBERGLASS, CONDENSATE PIPING - 1 1/2" ARMAFLEX PREFORM, PAINT EXP05W INSULATION EXHAUST FIFE - 2" THICK CALCIUM SILICATE BLOCK INSULATION W/ 1200 F.STEVEN5 GLASS CLOTH WRAP. 14. FURNISH AND INSTALL APPROVED AIR CHAMBERS AND PDI APPROVED SHOCK ARRESTORS ON MAIN LINES OR RISERS. 15. DI -ELECTRIC, COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL PIPING AND EQUIPMENT CONNECTIONS. 16. ISOLATE CAPPER PIPING FROM HANGER OR SUPPORTS WITH 150LATOR PAD (HAIR FELT LINING) SUPER STRUT MODEL 6115116. FILL VOIDS BETWEEN PIPE NALL AND FLOOR SLEEVES WITH FIRE RATED FOAM, CHASE TECHNOLOGY CORP. - GIGPR-655. PLUG FOR ALL WALL CLEANOUT5.J05AM 55890 SERIES. 11. PROVIDE BRA55 PLATED COMBINATION COVER PLATE AND GLEANOUT 18. FOR FUTURE TOILETS AND SINKS, PROVIDE SEPARATE VALVES COLD WATER. FOR CONTINUATION OF PIPING SEE CIVIL ENGINEERING DRAWINGS Q2 WASTE AND VENT PIPING SHALL BE PVC,-DNV CONFORMING TO A5TM D2665 WITH SOLVENT WELD JOINTS. 03 AATER PIPING SHALL BE TYPE V' COPPER CONFORMING TO A5TM 8-88 NTH 50LDER TYPE BRONZE OR WROUGHT COPPER FITTINC75 CONFORMING TO AN51 B16.22 OR 916.16. ® SHUT OFF VALVE5 SHALL BE BALL VALVES, VALVES SHALL BE BRONZE BODY WITH FULL PORT 5TANLE55 STEEL BALL AND STEM CONFORMING TO M55 5P-110. �5 WATER CLOSET SHALL BE HANDICAPPED AC4E55IBLE, FLOOR MOUNTED, ELONGATED, 51PHON JET, 1.6 6PF TANK TYPE OPEN FRONT SEAT W/O COVER © LAVATORY SHALL BE HANDICAPPED A55E551BLE, NALL HUNG, 20"x18", WITH CONGEALED ARM CARRIERS. FAUCET SHALL HAVE 6005PNECK SPOUT AND WRIST BLADE HANDLES. PLUMBING LEGEND ----- COLD WATER LINE WASTE LINE - - - - - - VENT LINE C.O. CLEAN OUT V.T.R. VENT THRU ROOF __x_ GATE VALVE H.B. HOSE BIB (MOUNT 12" AB. FIN. GR.) P-1 PLUMBING FIXTURE TYPE Warehouse Electrical Main Panel - A LOAD poles amps GKT LOAD (INATTS) GKT amps poles LOAD AW6 REMARKS AWG A B 0 #12 WAREHOUSE OUTLET 1 20 1 1 1000 5950 2 60 3 SUBPANEL #6 #12 IAREHOUSE OUTLET 1 20 3 1000 2200 4 #12 WAREHOUSE LIGHTS 1 20 5 1000 2500 6 #12 WAREHOUSE FRONT DOOR LIGHTS 1 20 1 Soo S q Soo 10 11 12 13 14 15 I TOTAL AMPS: BUS A 43.8 BUS B 51A BUS, C 2CIA Rated amps 0 125 ❑ 150 ❑ 200 ❑ 400 RATED VOLTAGE 0 120/208V ❑ 3 phase. 4 Wire MOUNTING: NEMA 1, Recessed PANEL TYPE: GE NLAB LOADGENTER VN/ 30 BREAKERS Main Breaker LOCATION: Each Bay ,sir Conditioning Equipment Schedule EQUIPMENT 2 TON SYSTEM ELECTRICAL LOAD TRANE CONDENSER : 38 GKG 024-3 20 AMP TRANE AHU : FA46NC 024005 w/ .5 K N HEAT STRIP 55 AMP 16,400.00 SENSIBLE 25,600.00 TOTAL Warehouse Electrical Subpanel - A 1 PANEL TYPE: LOADGENTER WITH 50 BREAKER5 AIG: 10,000 AIG RATING VOLTAGE: 120/240V 3 PHASE 4 WIRE LOCATION: NEAR STAIRWAY MAINS: 100A RATING, MLO MOUNTING: NEMA 1 RECESSED NOTES LOAD DESCRIPTION poles amps GKT LOAD (WATTS) GKT amps poles LOAD DESCRIPTION REMARKS A B G #12 OFFICE RECEPTACLES 1 20 1 600 q50 2 20 1 OFFICE AREA LIGHTING #12 #12 RECEPTION REGEPT'L5 1 20 B 600 600 4 20 1 TOILET LIGHTING 4 EXHAUST FAN #12 #12 OFFICE RECEPTACLES 1 20 5 600 11100 & 55 2 AHU (2 TON) #10 #12 RESTROOM 610I OUTLET 1 20 1 500 1000 8 - - #10 ROOFTOP GFI OUTLET 1 20 q 1000 1000 10 20 2 A/C (NON -COINCIDENTAL) #10 000 12 - - TOTAL CONNECTED VA PER PHASE 51W 2200 2500 TOTAL CONNECTED AMPS PER PHASE 55 18 21 GENERAL LIFE 5AFE7Y LEGENE' SYMBOL DESCRIFTION EXIT SURFACE MOUNTED EMERGENCY / EXIT LIGHT COMBINATION, CIRCUITED W/ BATTERY BACK-UP so SURFACE MOUNTED SMOKE DETECTOR CIRCUITED W/BATTERY BACK-UP HA HVAG DUCT ALARM / PILOT / TE5T MONITORING DEVICE FIRE EXTINGU5HER FATH OF EGRE55 115 -8 I� TRAVEL D15TANGE in , ry El T T in r 1,�„ W-4 1,_6" Electric Legend DESCRIPTION SYMBOL ELECTRIC PANEL o ROOFTOP EXHAUST FAN NL'D15CONNECT Off' 5WITGH QUADRIPLEX OUTLET 5WITGH $ 3-WAY BATCH 1" CONDUIT FROM ---------- ELEGTRIG AREA TO EA. BAY FOR FIRE ALARM _ - 1" CONDUIT FROM ELECTRIC AREA TO O EA. BAY FOR TELEPHONE SERVICE 1'x8 FLUORESCENT CI LIGHT FIXTURE I� _ �-� w/ 2 LAMP5, T-8, I� 60W LAMPS _-- - --_ SURFACE MTV EXIT w/ BATTERY EMERGENCY / DOT BACKUP LIGHT COMBO INCANDESCENT WALL LIGHT SURFACE MTD SECURITY LIGHT - EXHAUST FAN a/ LIGHT 120v OUTLETS Electric Abbreviations AFF ABOVE FINISHED FLOOR AF6 ABOVE FINISHED GRADE BKR CIRCUIT BREAKER G CONDUIT DP DISTRIBUTION PANEL EM EMERGENCY EDP EMERGENCY DISTRIBUTION PANEL EMT ELECTRIC METALLIC, TUBING EDF ELECTRIC, DRINKING FOUNTAIN F FUSE FA FIRE ALARM 6R5 GALVANIZED RIGID STEEL CONDUIT G GROUND 6FCI GROUND FAULT CIRCUIT INTERRUPT H 271 / 450 v PANELBOARD IMG INTERMEDIATE METALLIC CONDUIT L 120 / 206V PANELBOARD MTV MOUNTED NIC NOT IN CONTRACT NT5 NOT TO SCALE OFGI OWNER FURNISHED - CONTRACTOR INSTALL OFOI OWNER FURNISHED - OWNER INSTALL PVC, SCHEDULE 40 POLY VINYL CHLORIDE NR NON -FUSED RAG RIGID ALUMINUM CONDUIT RT RAIN TIGHT (NEMA 3R) SW 5WITGH WP WEATHER PROOF � TOILET RM INTERIOR ELEV5 ,1. 1/4" = V-O" t=± -E s� 1 ®40 q, A J % O �bl N O ,�IA1111o�, -o i o w O � Q c Q � � 0 H- U Z L1J �U J a LU � C J G m 0 U O W w 0 Z Q Z_ w Q � 2 'I U) o� 00 Y LL 0 3E PLANS AND ALL PROPOSED WORK iE SUBJECT TO ANY CORRECTIONS QUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO ",.; IMPLY WITH ALL APPLICABLE CODES. FILE COPV project no. 04064.04 drawn by jac checked by nxg original issue 01.20.06 latest revision latest N plot date 01.31.06 E U MEP Notes o. sht A1.3 5 Copyright NXG Architecture, Inc. 2005 Design No. U432 Bearing Wall Rating —1 Hr (See Item 2) Nonbearing Wall Rating —1 Hr (See Item 2) I. Floor and Ceiling Runners --(Not shown) — Channel shaped, fabricated from min 0.0329 in. thick; bare metal thickness (No. 20 MSG) corrosion- protected steel, that provides a sound structural connection between steel studs and adjacent assemblies such as floors, ceilings and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. OC. 2, Steel Studs — Min 0.0329 in, thick, bare metal t ickness (No, 20 MSG) corrosion -protected steel studs, min 3-1, / 2 in. wide; cold formed; designed in j accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Insti- tute (AISI). All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing shall not exceed 24 in. OC. Studs attached to floor and ceiling runners with 1 /2 in. long Type S-12 steel screws on both sides of the studs or by welded or bolted connec- tions designed in accordance with the AISI specifications (bearing walls). Studs to be cut 1 /2 to 314 in. less than assembly height and friction -fitted into floor and ceiling runners (nonbearing walls). 3. Lateral Support Members — (Not shown) — Where required for lateral support of studs, support shall be provided by means of steel straps, chan- nels or other similar means as specified in the design of a particular steel stud wall system. 4. Wallboard, Gypsum*— Nom 5/8in, thick, 4 it wide gypsum panels, attached vertically or horizontally with 1-1 /4 in long Type S-i2 steel screws. When applied vertically to studs, joints centered over studs and staggered one stud cavity on opposite sides of studs and attached with screws spaced 8 in. OC along the edges and 12 in. OC in the field. When applied horizon- tally to studs, no distance requirement on joints on opposite sides of studs and attached with screws spaced 8 in. OC along the edges and in the field. cn When furring channels (Item b) are used, wallboard is screw -attached verti- cally to furring channels with 1-1/4 in. long, Type S steel screws spaced 12 in. OC. CANADIAN GYPSUM[ COMPANY —Types FRX, FRX-G. UNITED STATES GYPSUM CO —Types M- , FRX-G. 5. Batts and Blankets" — (Optional, not shown) — Placed in stud cavities; any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets;(BKNV or BZjZ) Categories for names of Classified companies. 6. joint Tape and Compound — Vinyl or casein, dry or premixed joint BRACING ABOVE @ 6-0" O.C.�- TO STRUCTURE 2X4 GALV. MTL. FIRE BLOCKING @ 4-0" HEIGHT MIN. SUSPENDED ACOUSTICAL CEILING TO BE 5TANDAR0 CLASS "A" F155URED 2'-0" X 4-0" TILE SOUND INSULATION 5TC = 45 MIN, 5/a" 6W0 EACH 5IDE OF STUD (TYPICAL) 25 GAUGE 3-5/5" 6ALV. o MTL. STUDS @ 16" O.G. (TYPICAL) — tr OFFICE BASE CHANNEL ATTACHED TO CONCRETE A/ 1/4" 0 TAPCON ANCHORS A/ MIN. 3/4" EMBEDMENT @ 24" O.G. BASE @ BOTH SIDES CONT. SEALANT EACH 5IDE OFFICE CONCRETE SLAB TYPICAL INTERIOR INTERIOR YNALL SECTION 2.1 / 3/4" O 3" 6" 1' 2 J ( ALL) UNITS 0 Vr SLOPE 1/4" PER FT. 5TEEI- BE, SEE EiTRUGTURAL MEZZANINE SEE STRUCTURAL 11 42" TALL GUARDRAIL - - 45, 5/8" GYP BD ON EACH g SIDE OF 3 5/5" 20 6A STEEL STUDS @ 16" Or, MAX SPACING. BRACE W/ 20 GA STUD BOX PO57'5 ATTACHED TO CONCRETE DECK AND STEEL STRUCTURE ABOVE. MEZZ. 5U5PENDED ACOUSTIGAL- CEII.IN6 TO BE 5TANDARD CLA65 "A" FISSURED 2'-0° X 4-0" TILE R-11 13ATT INSULATION 5/e" 611045 EACH SIDS OF STUD (TYIPIGAL) 25 6AUGE 3-5/5" GALV. MTL. STUDS @ 161' O.G. (TYPICAL) OFFICE BASE CHANNEL ATTACHED TO CONCRETE A/ 1/4" GG TAPCON ANCHORS W/ MIN, 3/4" EMBEDMENT @ 24" O.G. BASE @ BOTH SIDES CONT. 5EALANT— EACH SIDE - CONCRETE SLAB YVALL SECTION A21 3/4" = 1'-0" 4' ( ALL) UNITS ° 3" 6" r AAREHOUSE MEZZANINE SUSPENDED —� ACOUSTICAL CEILING TO BE STANDARD GLA55 "A" F155URED 2'-0" X 4'-0" TILE R-4.2 INSULATION - 5/a" GWB ON %" FURRING CHANNELS (TYPICAL) INTERIOR VINYL BASE — GONT.5EALANT d EXTERIOR SHEAR YNALL SECTION J 4' A2.1 3/4" = -O" F=z1' O 3;; 1' ( UNITS 103, 104, 106, 101 ONLY ) CONTINUOUS SLIP TRACT SECURED TO GALV. MTL. CORRUGATED MTL. DECk A/ 0.171 0 PAF'5. 2 12-14 SELF- - DRILLING SCREWS EA. STUD EA. 5IDE FIRE CAULKING @ TOP OF DW SEALING GAP BETWEEN DW 4 STRUCTURE MEZZANINE R-1q BA' SUSPENDED ACOUSTICAL CEILING TO BE STANDARD GLA55 "A" F155UREP 2'-0" X 4'-0" TILE OFFICE 2 12-14 SELF- DRILLIN6 50REA5 EA STUD EA 51DE-,, FILL GAP @ GONG. FLOOR w/ ACOUSTIC SEALANT STRUCTURAL STEEL GALV. CORRUGATED MTL, ROOF DECK EXTEND GALV. MTL. FRAMING 4 DW TO GALV. CORRUGATED MTL. DECK CONTINUOUS 15 GA. 6ALV. MTL. TOP TRACT. DO NOT FASTEN TO SLIP TRACT. MEZZANINE 6" MTL. STUDS (NO. 20 MS(5) 65A20 OR EQUAL 5TUD5 @ 16" O.G. CONTINUOUS SLIP TRACT SECURED TO GALV. MTL. CORRUGATED MTL. DECK W/ 0.177 0 PAF'5. 2 #14 5ELF-DRILLING — 5GREW5 EACH STUD EACH 5IDE STRUCTURAL STEEL 6ALV. CORRUGATED MTL. ROOF DECK FIRE GAULKIN6 @ TOP OF DA 5EALING GAP BETWEEN DW 4 STRUCTURE EXTEND GALV, MTL. FRAMING 4 DA TO GALV. CORRUGATED MTL. DECK CONTINUOUS 15 6A. GALV. MTL. TOP TRACT. DO NOT FASTEN TO SLIP TRACT. 6" MTL. BRACING @ MIDPOINT al�� OF AALL R-11 BATT INSULATION BETWEEN OFFICE AREAS, WHERE REQUIRED. =ry 5/5" USG TYPE FRX DRYAALL OR EQUAL EACH 5IDE OF STUD. O rr OFFICE CONTINUOUS BASE CHANNEL SECURED TO SLAB W/ 4" CD TAPGON ANCHORS W/ MIN. 5/4" EMBEDMENT @ 24" O.G. VINYL BASE EACH SIDE WHERE REQUIRED G ' r a a n CONCRETE SLAB —i 4 TENANT SEPARATION YVALL 4' A2.1 3/4" = 1;_0, O 3 6 1' 2, 4' ( ALL ) UNITS REVIEA AND ADHERE TO U.L. A55EMBLY 432 6" MTL. STUDS (NO. 20 M56) 65W20 OR EQUAL 5TUD5 @ 16" O.G. 5/5" U56 TYPE FRX - DRYAALL OR EQUAL EACH 5IDE OF STUD. CONTINUOUS BASE CHANNEL SECURED TO SLAB A/ %4" O TAPGON ANCHORS W/ MIN, 5/4" EMBEDMENT @ 24" O.G. 2 12-14 SELF - DRILLING 5CREA5 EA STUD EA SIDE FILL GAP @ GONG. FLOOR w/ ACOUSTIC SEALANT CONCRETE SLAB WAREHOUSE I I) AAREHOU5E a TENANT 5EPARATION YNALL REVIEW AND ADHERE TO U.L. A55EMBLY 432 MEZZANINE R-11 BATT SUSPENDED —� ACOUSTICAL CEILING TO BE STANDARD GLA55 "A" F155URED 2-0" X 4-0" TILE R-4.2 INSULATION - 5/a" 61615 ON FURRING CHANNELS (TYPICAL) INTERIOR VINYL BASE —� GONT. SEALANT o q a a a a o. a Y�ALL SECTION O 3" 6" 1' D621 ( UNITS 101 O.H., 109 ONLY) • Ln % < �o m -o Y 0 LL co Q c Q f1 O CL o F- U z W 0 U F- Z) W 0 mO U o w LLI U z Ge D 0 a ( L ") z I- cf) 0 m Y LL s 0 O THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS x REQUIRED BY FIELD INSPECTORS THAT; MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES:; EXTERIOR project project no. 04064.04 drawn by jac checked by nxg original issue 01.20.06 latest revision +� latest plot date 01.31.06 Wall Sections sht A2 1 0- . 5 Copyright NXG Architecture, Inc. 2005 I I I I I I / 'ly ------------- WATER ? „C„ P-5 P-4 P-3 WASTE RISER "A" 3" WASTE RISER "B" 4 4 Q I I I NOTE 1Q 11q10TE 1 -- ------ --- ----- � I I I I SEE V RISER \P-5 P-5 P-4 P-4 �P-3 I P-3 I WATER t„D„ P-5 � I I SEE WASTE I _� SEE WASTE I ' RISER "B" RISER "A' p FIN. FL.=O. I • _� I I I a INV. EL. (—) 2.15 (TYP.) 4 WASTE PI E UNDER MONOLITHIC FOOTING I I I i NOTE 1Q NOTE 1Q b b b ry R 8 PLUMBING NOTES ER 0.1 52, I I NOTE 1Q NOTE Q ---i r----------� I I I I I I I � I I SEE WATE RISER "D" �P-5 \ \ �P-5 P-5� P-4 P-4 P-4 �P-3 P-3 I I SEE WASTE _� SEE WASTE I SEE WASTE RISER "B" RISER "A" I I RISER "B" ----- C.O. I NOTE Q '�NOTI b P-4: STUB OUT & CAP WATER RISER;, FOR 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE NOTE( POSSIBLE FUTURE EYE/ FACE AND BODY`DRENCH WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. CONTRACTOR AND SUB -CONTRACTOR SHALL VISIT THE JOB SITE AND P-3: SERVICE SINK HOSE THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS EMERGENCY SHOWER 3. ALL MATERIALS SHALL BE NEW. & EYE WASH 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING SUB P-5: DRINKING FOUNTAIN W P-5 CONTRACTOR , IN A FIRST CLASS AND WORKMANLIKE MANNER THE CUP HOLDER / 1/2 COMPLETE SYSTEM SHALL BE FULLY OPERATIVE. 5. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF P-4 CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. P-3 �\ WATER HAMMER ARRESTOR 6. REQUIRED INSURANCE SHALL BE PROVIDED BY THE SUB —CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR 1/2" P.D.I. SIZE "A" (TYP.) THE DURATION OF WORK. 1 /2 7. SUB -CONTRACTOR AND GENERAL CONTRACTOR SHALL SECURE AND PAY P-2 FOR ALL PERMITS, FEE, INSPECTION AND TEST. 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE PRINTS FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC.P-1 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 10 R NOOCNRUT4TFINPRIOR 1 /2" TVERIFY BEGINIINNG� OSYCION.INFORM EXISTING ARCHITECT OAY DISCREPANCIES. SHUT OFF VALVE WITH VALVE BOX -� 11. FURNISH AND TAPPROVED AIR CHAMBERS AND P01 APPROVED �� H.B. SHOCK ARRESTORSORS ON MAIN LINES OR RISERS. 12. DI -ELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL PIPING AND EQUIPMENT CONNECTIONS. 13. ISOLATE COPPER PIPING FROM HANGER OR SUPPgqRRTT$$ WITH ISOLATOR �\ PAD (HAIR FELT LINING) SUPER STRUT MODEL C/W16. FILL VOIDS 3/4" y BETWEEN PIPE WALL AND FLOOR SLEEVES WITH FFIREE RATED FOAM, CHASE TECHNOLOGY CORP. - CICPR-855. 14. PROVIDE BRASS PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG FOR ALL WALL CLEANOUTS.-JOSAM 58890 SERIES. 15 FOR FUTURE TOILETS AND SINKS, PROVIDE SEPARATE VALVES WATER RISER "C" PLUMBING NOTES Q FOR CONTINUATION OF PIPING SEE CIVIL ENGINEERING DRAWINGS Q WASTE AND VENT PIPING SHALL BE PVC—DWV CONFORMING TO ASTM D2665 WITH SOLVENT WELD JOINTS. 30 WATER PIPING SHALL BE TYPE "L" COPPER CONFORMING TO ASTM B-88 WITH SOLDER TYPE BRONZE OR WROUGHT COPPER FITTINGS CONFORMING TO ANSI B16.22 OR 816.18. ® SHUT OFF VALVES SHALL BE BALL VALVES. VALVES SHALL BE P-4: STUB OUT & CAP BRONZE BODY WITH FULL PORT STAINLESS STEEL BALL AND WATER RISER FOR 1/2•" P — 5 EYE/ STEM CONFORMING TO MSS SP-110. POSSIBLE FUTURE 05 HOSE BIBS SHALL HAVE REMOVABLE HANDLES AND SHALL FACE AND BODY DRENCH P-41/2" HOSE HAVE VACUUM BREAKERS. P-3 WATER HAMMER ARRESTOR © FUTURE WATER CLOSET SHALL BE HANDICAPPED ACCESSIBLE, 1/2"/P-2 P.D.I, SIZE "A" (TYP.) FLOOR MOUNTED, ELONGATED, SIPHON JET, 1.6 GPF TANK TYPE \ \� P-1 OPEN FRONT SEAT W/O COVER 1/2" 07 FUTURE LAVATORY SHALL BE HANDICAPPED ACCESSIBLE, WALL HUNG, 2D"x18", WITH CONCEALED ARM CARRIERS. FAUCET SHALL HAVE �`� SHUT OFF VALVE WITH GOOSENECK SPOUT AND WRIST BLADE HANDLES. VALVE BOX ® DRINKING FOUNTAIN SHALL BE HANDICAPPED ACCESSIBLE WALL HUNG ELKAY MODEL EZS8, OR EQUAL, W/CONCEALED ARM 3/4"' CARRIERS ETC. 3•' NOTE Qt I I I I NOTE 1Q ' I ' UTTOFF VALVE W/ \ V LV�. BOX (TYP a TER SEE W1 C" RISER ' 1 PLUMBING LEGEND ---- — COLD WATER LINE WASTE LINE '---------------- VENT LINE C.O. CLEAN OUT V.T.R. VENT THRU ROOF —D<__ GATE VALVE H.B. HOSE BIB (MOUNT 12" AB. FIN. GR.) P-1 PLUMBING FIXTURE TYPE WATER RICER 111 D11 P-5 P-4 P-3 10 11 12 I I I � I � I I I I ♦ \ I I I \ i♦ I I ♦♦ — — — — — 4 — — — — — — — — — — — — — — — — ------ SPOUT SHALL BE WITHIN 3" OF FRONT AND SHALL DIRECT FLOW PARALLEL TO FRONT. FLOW SHALL BE A MIN. OF 4" HIGH I �IIII P-4 SEE WATER INV1 o UNDERWASTE PIPE MONOLITHIC•• II 'pal: , / I I I I 9. I y I SEE WASTE M NOTE Q RISER "B" P-4 P-5 m I w AR AC ii�rT SEE WATER SPAC RISER "D" I 4 --- ----- j I / .0 / P-3 NOTE 1Q SEE WASTE P-4 PLAN AT I RISER A" DRINKING FOUNTAIN P-5 I I I I� \ I IIII II II 0 CLEAR FLOOR SPACE SECTION THRU DRINKING FOUNTAIN EQUIPMENT PERMITTED IN SHADED AREA FIN. FL.=O. I P-5 P-4 P-3 WASTE PIPE UNDER MONOLITHIC FOOTING �INV. EL. _ (—) 2.15 (TYP.) NOTE Q I P-3--Z SEE WASTE RISER "B" P-4---/ P-5 ---/ SEE WATER RISER "D" :NOTE Q NOTE Q FILE COPY —NOTE Q THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS 'REQUIRED BY FIELD INSPECTORS THAT.; ,MAY BE NECESSARY IN ORDER TO I"' OIr PLY WITH ALL APPLICABLE CODES:° project no. 04064.04 drawn by daj checked by original 11 12 issue 02/10/06 latest revision latest plot date 02/14/06 Plumbing Silt P 1 Of Copyright NXG Architecture, Inc. 2D05