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HomeMy WebLinkAboutBUILDING PLAN PAGE 1-15LEGAL DESCRIPTION BOSQUE LEASING CO. WAREHOUSE FUTURE LAND UbE: MXD ZONING: IL a CIS m � I I I I 1 I re 0. 00 6' I � EX. INV. 115"RCP_ \�� EX. INV. El_19.45C__________ ____—�...---� ____ LOT 2 STORAGE YARD FUTURE LAND USE: ZONING: IL SITE PLAN NOTES: 1.) THE EX. GRAVEL/OLD ASPHALT DRIVE AND PARKING AREA WILL REMAIN THE SAME AND WILL BE REPLACED WITHIN 1 YEAR OF BLDG. PERMIT ISSUANCE. 2.) THE ONLY PROPOSED PAVEMENT FOR THIS SITE WILL BE PAVED AREA FUTURE LAND USE: MXD ZONING: CG r NO STRIPING 1 (EX. GRAVEL PARKING AREA) PROPOSED CAR STOP (T'P-) TYPICAL 18' PARKIN STALL 1"=5' I ... ... /� EX. SWALE GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. 0 ji- ORANGE AVENUE - (C.R. 68) (100'R/W) LEGEND RUNOFF FLOW DIRECTION TRAFFIC FLOW DIRECTION 7O BLOCK NUMBER MITERED END SECTION O NUMBER OF PARKING SPACES HANDICAP STALL GROCERYSTORE FUTURE LAND USE: MXD ZONING: CG FARM BUILDINGS/ORANGE GROVE FUTURE LAND USE: MXD ZONING: IL i I I WAREHOUSE I i FUTURE LAND USE: MXD ZONING: CG LOT 1, BLOCK A, CARBOY INDUSTRIAL PARK - UNIT ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 28, PAGES 13, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SECTION 12, TOWNSHIP 35 SOUTH, RANGE 38 EAST CONTAINING 33,605 S.F., 0.771 ACRES PARCEL ID #: 2212-500-0003-000-3 PROJECT NAME: 15838 ORANGE AVE. SITE DATA FUTURE LAND USE: MXD ZONING: IL GROSS SITE AREA 33,605 S.F. (0.771 AC) = 100.00% IMPERVIOUS AREA 20,762 S.F. (0.477 AC) = 61.78% EXISTING BUILDING 6,000 S.F. (0.138 AC) = 17.85% EXISTING PAVEMENT 2,285 S.F. (0.052 AC) = 6.80% GRAVEL/ OLD ASPHALT 11,289 S.F. (0.259 AC) = 33.59% PERVIOUS AREA (OPEN SPACE): 12,843 S.F. (0.295 AC) = 36.22% BUILDING DATA: MANUFACTURING/WAREHOUSE = 6,000 S.F. BUILDING HEIGHT: EX. ONE STORY (HEIGHT OF 25 FT.) PROVIDER OF UTILITIES: WATER: EX. WELL WASTEWATER: EX. SEPTIC TANK & DRAINFIELD PARKING CALCULATIONS: PARKING REQUIRED: 1.02 SPACES / 1,000 S.F. - MANUFACTURING 1.02 X 6,000 / 1,000 = 6.12 SPACES PARKING REQUIRED = 7 SPACES. (1 HC) PARKING PROVIDED = 7 SPACES (1 HC) 150 SAW CUT JOINTS @ 15' O.C. EXPANSION JOINTS @ 40' O.C. 6" PORT. CEMENT CONC. PAVT. (3000 PSI) 12" STABILIZED SUBGRADE W/ LBR 40 CONCRETE PAVEMENT DETAIL FOR HANDICAAPED STALL N.T.S. NOTE: 1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE CONSTRUCTED OF FDOT APPROVED CLASS II CONCRETE. SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS OF TWELVE INCHES WITH A MINIMUM LIMEROCK BEARING RATIO OF 40 LBR. 2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH ADDITIVE OR WITH 6x6 #10/#10 W.W.M. C)SIGN n 5' MIN. COMPACTED TO 98% MAX. DRY DENSITY MOD.PROCTOR PARKING H DISABLED PERMIT ONLY PARKING BY DISABLED PE x $250 FINE ONR YIT 3 FTP25 $250 FINE NOTES: FTP 26 1. TOP PORTION OF FTP 25 & 26 SHALL HAVE REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 4. FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED. 5. HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUND OR SIDEWALK TO THE BOTTOM OF "PERMIT ONLY" SIGN OR 6 FEET TO THE BOTTOM OF '$250 FINE' SIGN. 6. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARDS 595B. 7. REFER TO FOOT INDEX No. 17346 FOR PAVEMENT MARKING DETAILS, S# CRj uCle :tea. 0L%cF222t� 0. _ n: ._per.. N `O 4TF R.J. ENNE Y, P.E. #56218 1934 TUCKER COURT FT. PIERCE, FL 34950 phone:772-462-2455 Date Revisions I7y) 05-14-15 PER ARCH. RVIF 07-17-15 PER SLC ENG. 8WP COMMENTS Zv C0 Z i i W �0�o i E '1-III) Z 0 U-j`V co ' Lo w N i W I— w CI W Z Cn Z YvN�I W �w CAL N �) 30 'I- x W rn r l- IL J 0- wov W Q W Q J z a LLI 0 ff nn 00 vJ 00 00 L0 T- IF CHECKED DATE 03-11.2015 SCALE 1'- 20' JOB NO. 15-105 SHEET 1 PLASTIC CHEMICALS: V V 1. EXTERIOR CONTAINMENT STRUCTURE CLASSIFIED AS H-3 BY SEPARATE PERMIT; 2. PLASTIC RESIN IS A POLYESTER LIQUID SOLUTION, FLAME CLASS IC; 3. CATALYST IS AN ORGANIC PEROXIDE POWDER w/ A FLAMMABLE CLASS OF IIIA. IT IS VERY STABLE BELOW 95 DEGREES F. TO MAINTAIN THIS, IT IS CONTINUOUSLY CHILLED; 4. THE CATALYST WILL BE REMOTELY TEMPERATURE MONITORED SO IN THE EVENT OF A POWER OUTAGE A GENERATOR WILL RUN POWER TO THE BUILT—IN CHILLER SYSTEM; 5. HANDLING AND DISPOSAL OF CHEMICALS AND CONTAINERS PER APPROPRIATE HEALTH, SAFETY AND ENVIRONMENTAL GUIDELINES OF TRAINED STAFF MEMBERS; 6. MAXIMUM CHEMICALS IN THE BUILDING AT ANY ONE TIME WOULD BE THE FOLLOWING. KEEP IN MIND THE MAXIMUM RESIN IS WHEN THE ENCLOSED LINER IS IMPREGNATED READY TO GO THE PINCH ROLLERS RESIN 100 TO 150 GALLONS w/ 10 GALLONS OF CATALYST. ,THROUGH 1. 7. THE RESIN IS ALWAYS IN THE HOSE OR THE LINER (50 FT OF 2" HOSE ONLY HOLDS 5.5 GALLONS MAX) & THE CATALYST IN SMALL AMOUNTS WHEN IT IS READY TO BE USED, IN ITS APPROVED STORAGE CABINET & CHILLED CONTAINER BEING PUMPED TO THE STATIC MIXER. 8. EXAMINING THE ABOVE AMOUNTS & FBC TABLE 307.1(1) BELOW, THE AMOUNTS ENCLOSED, UNENCLOSED & IN STORAGE INSIDE THE BUILDING FALL BELOW QUANTITIES POSING A PHYSICAL HAZARD. SEE NOTES d & e BELOW.. THE RESIN SUPPLY IS ABOVE THESE AMOUNTS AND CONTAINED IN HOLDING TANKS IN A 2 HR FIRE SEPARATED CONTAINMENT WALL. SEE CONTAINMENT STRUCTURE UNDER SEPARATE PERMIT. MAXa _. 11MUM AIL LOWABL.E 0Uilf4TIT`Y RERC1�PI'IiRCAL ,AFIEAOF HAL'ZARL'>i3US IER19ALS FLIE,IPCB A PHYSICAL H AZA� 0..G m,rbFR tafOUPWHEN STORAiGEF 1JS&CL1OSEDISYSTEI SYSTEMS IS Imo;&OPE'NSYST'EliS'h GEM Gas THE MAXIMUM ALLO VIABLE IDUANI-ITYIS Soli dPtamd5 Liquidlyallons fcubic'foot Solidpounda URtidfolloras truiaicfmot S lidRourds Licluidgm1lorru sT� aL CLASS E?CEELtEL icubcfceti (pcundsi estNTPii i;cubicf t) I(paundst ntNTFi (cubicfawt) (plaurds) (:t11RibustiNO Iiqui (f, III.`+I H ill f i .' r,•. , N .A "�' a ^,iI' ht :� �rtiis IIII `. I tcc., I I;_00,3 eqe Ll ltMla it r 1,'i .. H-y II,t;I i I.(ilPili _.� N' It.KIi 11.r NLA NIA: DiI 191In NIAP:�e&I C'.iamt erl7w k 1.1[1 11-; 1, .,, 4r'.A Yids I '. d+,A {, , I*aa., iC"lrt4 + � tnrnlaclrrl � 3'K .r.lu. .11,,rrllruil'ilz. NIAN- rA, ., 45d I -SA 4 '' NA K�A ICIi YA. P:OA 1�1!A 'A NI� !%wA I*€::'A M. K;A N A. 1-1- 1u�'.A. A,., Nd',A. N.,-,A1=.+<. „1A. 1'�.rA. ICII 1 al'ilrIu"r11.1 H-1 1°�, ilf',a `. �a tJ"a ti..�;: Ita -, .t' •';:,- 11 _-,€ 17)1 i"lni I._ Hal I - MIA 1.JIti.11ial 1.1 Fi -I ix H (5 pi ,: I" I' N1A 11t1lx Irl 1 .i,.=n IA FI-'•pIz:,r d� (l. i r$�®r)j A, � �'.� 11jN,t1ya '.."'1 J,} �,�A { N2 A A. 1I r.b I,1I1 1.46 T}lll iirr I.* H _.', Fi-i ICI' ill` =i I;I; ell.�lf. 0.2 .ti ii:I 4. "A ()" Pli Imr,11-1 1.6 H-1, II NIA NfA ' 'A "N_a.-`n t'a1A ?, A hl ' . , : Ir: � N; a: r.;i i�''� -A � Plant nimble 1-ig a{:f'i$si r I a-il:,t NIX 1:a1', `' ;A PLASTIC RESIN, FLAME CLASS IC gn,IT111i:1I<4' Ik rib:l' I I - ii-` AI/ iI: ,,.. 120:I 8d?#s " 'it � i- ._ t€` A I P. jod Ire. C H-3, LIQUID FL B-2 NfA N." I'1r, N."A NJA 41.11 ,^rlrnln,luilrrti.�• 1T-r. 1i.1 �r-}'3-Y� Fbirv1 J-*k—, sofid i C1 g I Sw r is NiA, 1 i ;'. N YA N1... IS -VA, N°-A NI. : a, N.`. A L,srT 1-0ir<sfied NIA ?. N;+A NZI. t w, 1.. E: N:A TIT H-1. I` I I `f £h;: ay4. 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C � i xl J Iraar h l' iied In 2 lut��l±u$"+ qui cl thm ml#Ih'a i 111 i :fAr AP`n er xvsi al w 1a uisn k 1.1.1. Cua1y lra isnllafirl s t §i lq tuidr 1 aAcmnAlIr jV,,Bam . Ny&m, in a=wdanx "will i m _ 3. I'l m II, CMgaining aatst 1A1 #ra0 aai l a till ng aim 4om IA. In m 1c � ee Nuj&q+ i. 7b ®r1 Irm + 11 - ON C{iil�mti#itV a it 1 i tit,ftW u 10mp Av li tut 1r tfda FrF iwultb cdair nInts on psomhans At Ole hand of etwh cKawnso L. A roaxprMw q r»y id 20t0IXvM43 afd no 2dl (I�dlararm a14"lerlals�l l . � ctraei as a5 Al u+i, �ila1 w �s _ Ii� iut gsa �a� � lsl aar s zmI rt1 dui Is l .mac �t e®sAiu°,° en 00 00 irwamos tr1° affar OW tie 4vRvw1_ i I. rwr " ltaallr3ltaattunrrXl�igemlcmlak&rEiasdwrd7Sld9ia9tn areal5t'rtlsglsu�cut tisisml lloiauelmcgatrIsyAam'?5 q;yt xaltEcr]'tIA aI aititlgtdal Aba he u m. FIx jallco irl`]ismi$in dwide ft amw in rp1mch lay ](I in aminclanx viti lit R'arida Firr F nsteri Cf�&, u_ skw4ge d di. y� q tilas•s III f.1s:Alla NI d x4c Ia am4A isY i mat l S' ¢iC l cai w c at1 Fad a Al sL3 r I 61 I ) -mid16 - e- rj *Oy Iincked tuled cdl un five! Ia1 irs wiffi Ole paebTjr a l W cvi 7� A 11 5 shpsl ucN EIo oncl deed in d43 nwzknial clau s pf, bc!kflowingAhi l no w Jtra-1 ltd,in rialinw, ornuAlifuniyd kiwahk \►rl iti'pi: , FI PROJECT DESCRIPTION GROSS FLOOR AREA: EXISTING 5,993 ENCLOSED ONE LEVEL; STRUCTURE: ENCLOSED ONE STORY TYPE VB, NON—SPRINKLERED, UNPROTECTED PRE—ENGINEERED STL BLDG WALLS & ROOF. EAVES AT 18'-0", w/ MONOLITHIC PERIMETER FOOTING & SLAB ROOF: STEEL BEAM RIGID FRAME w/ PURLINS & ROOF DECK 10001, MEAN BUILDING HEIGHT: 19'-2"; HT ADJUSTMENT FACTO 1_0 ROOF PITCH: 1 12 WIND STAGNATION PRESSURE: 74 PSF OVERHANG: 1" ENCLOSED STRUCTURE; WIND SPEED (3 SECOND GUST): 170 MPH; EXPOSURE:. D OCCUP. CATEGORY: II � NET PRESSURE COEFFICIENT (C): —0166 .'5 (MOST SEVERE) OVERHEAD DOOR WIND PRESSURE: —4584 : +35.9 PSF SHUTTERS: NO w IMPACT RESISTANT ASSEMBLY: Y,S OCCUPANCY OCCUPANC Y -OUP F-1 ,- PLASTIC MOLDING), 2010 FBC SECTION 306.2 OCCUPAN B. '(OFFICES), 2010 FBC SECTION 304 OCCUPAND: 0 FBC TABLE 1004.1.2 FIRST FLOOR: 5,99, —1025 sf =4968; F-1 @ 200 sf/PERSON = 25 OCCUP. FIRST FLOOR: 10, sf BUSINESS @ 100 sf/PERSON = 11 OCCUPANTS OTAL BUILDING LOAD: = 36 OCCUPANTS MEANS OF EGRESS JE'k OF EGRESS: 2010FT E 1016.1 & SECTION 1005.1 MUM TRAVEL DISTANCE. 75 FT OR NON—SPRINKLERED INDUSTRIAL UPANCY PER THE NFPA m TABLE 1015.1, R1 /L_AYOUT HAS (2) ((1) THROUGH THE OFFICE REQUIRES MIN. (1) EXISTS. OFFFICE AREAOAD <49 ); MAXIMUM ACTUAL TRAVEL DISTANCE BACK TO MAIN ENTRY: 65 F®T 0.2" EGRESS WIDTH PER PERSON. TOTAL OCCUPANT WIDTH: 36 x 0.2" = 7.2"; MIN. EGRESS WIDTH IS 32". ALL EXIT DOORS ARE 36" WIDE; TOTAL DIRECT EXIT WIDTH = 6'-0" > 7.2" @ GRADE FIRE SEPARATION ADMINISTRATION SPACE IS OVER 10% GROSS FLOOR AREA. PER FBC 2010, TABLE 508.4, PER TABLE 508.4. FBC: NO FIRE SEPARATION IS REQUIRED FOR F-1 & B. HOWEVER THE NFPA REQUIRES A 1 HR FIRE RESISTANCE RATING FOR THIS NON—SPRINKLERED BUILDING. ALARM NOTES: FIRE ALARM SYSTEM TO BE RE —CONNECTED BY OTHERS, ALARM SYSTEM NFPA 72, NFPA 101 & THE FBC 2010. SEE SHOP DRAWINGS BY OTHERS. GENERAL CONCRETE NOTES 1. MAIN SLAB & FOUNDATION ALREADY EXISTS & IF SLAB MUST BE CUT, ENSURE THE FOLLOWING: CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 PSI ON COMPACTED OR UNDISTURBED, TERMITE TREATED SOIL w/ MIN. 6ml POLY. GENERAL REQUIREMENTS 1. ALL WORK TO BE AS PER FLORIDA EXISTING BUILDING CODE 2010 AND TO MEET OR EXCEED ALL APPLICABLE LOCAL REQUIREMENTS. 2. GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE PRIOR TO FORMALIZING A BID FOR CONSTRUCTION. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIALS, UTILITIES, TESTING, WASTE REMOVAL, STORAGE, SECURING OF SITE, ACCOMODATION, TRANSPORT/FREIGHT AND ALL OTHER COSTS RELATED TO THE COMPLETION OF THIS PROJECT, UNLESS EXPLICITLY IDENTIFIED HERE. 4. 'DOWNER IS RESPONSIBLE FOR ALL MUNICIPAL RELATED CHARGES SUCH AS 1MPACT FEES AND WATER CONNECTION, EXCEPT BUILDING PERMIT FEES, WHICH ARE TO BE INCLUDED IN THE CONSTRUCTION BID. 5. ENE'RAL CONTRACTOR TO CHECK ALL DRAWINGS FOR ERRORS AND MISI'ONS AND BRING THEM TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING ANY WORK, OR ORDERING MATERIALS OF THE RESPECTIVE DIVISION OF WORK. IF SUCH ERRORS AND OMISSIONS ARE NOT REPORTED IN WRITING TO THE ARCHITECT, ANY RESULTING DAMAGES OR COSTS SHALL BE B RN ENTIRELY BY THE GENERAL CONTRACTOR. 6, ARCHITECT IS NOT RESPONSIBLE FOR THE GENERAL CONTRACTORS' METHOD OR MEANS OF CONSTRUCTION. 7. GENERAL CONTRACTOR IS TO KEEP SITE IN A CLEAN AND SAFE STATE BUILDING TUR N —OVER, STRUC TION. ON , THROUGHOUT THE COURSE OF CON GENERAL CONTRACTOR TO CLEAN ALL SURFACES SO AS TO BE FREE OF DUST, GREASE, STAINS, SCUFFS, ETC. 8. ALL WORK AND MATERIAL TO BE *GL4A ANTEED BY GENERAL CONTRACTOR FOR ONE YEAR AFTER CERTIFICATE OF OCCUPANCY. PLACE R-19 BATT INSUL, ON TOP OF DROP CEILING. BRACE TO OTHER WALLS OR TO ROOF FRAME -1OVE w/ 25ga 2x4 STUD MAX. 8'-0" APART EXTEND T-EAR GRID & REPLACE A.C.T. ON CORRIDOR SIDE NEW 10'-0", 2X4 (25ga MTQ @ MAX. 24"O.C. FRAMED WALLS w/ 1/2" PAINTED GYP. END BOTH SIDES. CORRIDOR 4" VINYL BASE TO MATCH EXISTING MOVED P TRACK---\ FASTEN TO TOP PLT w/ (2)TEK SCREWS, TYP. EACH BRACE END 7'-10" A.C.T. CUT BACK T-BAR GRID & A.C.T. ON OFFICE SIDE OFFICE DASHED IS EXISTING WALI LOCATION. SOLID LINE IS LOCATION MOVED APPROi) ENSURE 44" FINISHED C01 EXTEND & MATCH EX� 1 FLOOR FINISH BOTH S' WALL, OR REP I ACE ROOMS FOR APPEAFAI\ EXISTING CONCRETE FLOOR SLAB TI TION SECTION SCALE: 1 /2"= 1'-C'" 'HILTI' SHOT PINS OR 3E`16" X1.5" -TAPCON @ 16"O.C. TYPICAL / SCREW EACH FLANGE ` <, ".•;•., SLAB ON GRADE PARTITION SILL SCALE: N.T.S. NEW DOOR METAL THRESHOLD— // // // a a.a <. d 1 /2" MAX. FINISHED EXTERIOR NEW THRESHOLD DETAIL QUTSWING -SCALE: NTS SCOPE OF WORK: 11 THIS SET OF DRAWINGS ARE FOR THE BUILDING IMPROVEMENTS AS INDICATED, INCLUDING PLUMBING & THE ELECTRICAL FOR THE BUILDIN THE TANKS IN THE CONTAINMENT STRUCTURE & THE CONVEYOR SYS' REVIEWED & APPROVED SHOP DRAWINGS A7, A8 & A9 BY OTHERS F PART OF THESE DOCUMENTS. FOR TANKS & PIPING SEE SHOP DRAWING Al. A4, RP1 & HCP1. TANKS CONTAINMENT CONSTRUCTION DRAWINGS ARE ON A SEPARATE PERMIT. :R IESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS RIQUIREO BY FIELD INSPECTORS THAT MAY IE NECESSARY IN ORDER TO C"ky VAM ALA 00LI6ASLE CODES. FILE CO - L t I t -I L, i. i'iaF D1511i1Ca' RENJFF % r.-1; A ,�CnloLr A_-CF '__EFT Alarm THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AD LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. START DATE: 04.02.15 NO.REVISION/ISSUE DATE 1ST -REVISION 06.10.15 2ND-REVISION 07.16.15 3RD_REVISION 6 CLIENT: FERRA TEX 20520 UNICO ROAD MCKENNEY, VA 23872 R(O srx qR /TqN Fp C C C �. 4c C 41 F��O RCN\� (D [J Raymond Chladny Licensed Architect #AA-26002573 PLASTIC RESIN FLAME CLASS IC LIQUID CATALYST FLAME CLASS IIIA POWDER PLASTIC CHEMICALS: 1. EXTERIOR CONTAINMENT STRUCTURE CLASSIFIED AS H-3 BY SEPARATE PERMIT; 2. PLASTIC RESIN IS A POLYESTER LIQUID SOLUTION, FLAME CLASS IC; CATALYST IS AN ORGANIC PEROXIDE POWDER w/ A FLAMMABLE CLASS OF IIIA. IT IS VERY STABLE BELOW 95 DEGREES F. TO MAINTAIN THIS, IT IS CONTINUOUSLY CHILLED; 4. E CATALYST WILL BE REMOTELY TEMPERATURE MONITORED SO IN THE EVENT OF A POWER TALE A GENERATOR WILL RUN POWER TO THE BUILT—IN CHILLER SYSTEM; 5. HANDLING AND DISPOSAL OF CHEMICALS AND CONTAINERS PER APPROPRIATE HEALTH, SAFETY AND ENVIRONMENTAL GUIDELINES OF TRAINED STAFF MEMBERS; 6. MAXIMUM"CHEMICALS IN THE BUILDING AT ANY ONE TIME WOULD BE THE FOLLOWING. KEEP IN M'D THE MAXIMUM RESIN IS WHEN THE ENCLOSED LINER IS IMPREGNATED READY TO GO THROUGH TH,",PINCH ROLLERS RESIN 100 TO 150 GALLONS w/ 10 GALLONS OF CATALYST. 7. THE RESIN IS ALWAYS IN THE HOSE OR THE LINER (50 FT OF 2" HOSE ONLY HOLDS 5.5 GALLONS MAX) & THE CATALYST IN SMALL AMOUNTS WHEN IT IS READY TO BE USED, IN ITS APPROVED STORAGE CABINET & CHILLED CONTAINER BEING PUMPED TO THE STATIC MIXER. 8. EXAMINING THE ABOVE AMOUNTS & FBC TABLE 307.1(1) BELOW, THE AMOUNTS ENCLOSED, UNENCLOSED & IN STORAGE INSIDE THE BUILDING FALL BELOW QUANTITIES POSING A PHYSICAL HAZARD. SEE NOTES d & e BELOW.. THE RESIN SUPPLY IS ABOVE THESE AMOUNTS AND CONTAINED IN HOLDING TANKS IN A 2 HR FIRE SEPARATED CONTAINMENT WALL. SEE CONTAINMENT STRUCTURE UNDER SEPARATE PERMIT. it) TABLE 3971 fit) AXWUM A.,LOWABLE QUAWrtY FI:PI OONTT1OL. 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L ':,.€ t 14i'1 j%f 's•�i >! ./ ,,., r_ 3d%s^ x s' I r7 ,r ^i a, e .' ,%t ,, _. t ,?, f `E: ,< i i� �{' „r.,, ! .'€� € 7t,-I/ ��' ..�,., :,•z ,� t>.� .. ,,;.I,;;,3„ [ i € t e"� s' _, .. _:i,_. .,, ,i 3. 438',F„c„a ,.[, "'y; ,,,,i•c.; r _ ....,.,. t ,, ':f } a 1' Z1 /r,1, .:� %2ic1°1:1�1s�3.CH;.1= �,, I{ �i kis„?„"I,Hr€.�� 'fit€v➢ „� r;i Y� ,',r{ °^. / An PROJECT DESCRIPTION GROSS FLOOR AREA: EXISTING 5,993 ENCLOSED ONE LEVEL; STRUCTURE: ENCLOSED ONE STORY TYPE VB, NON-SPRINKLERED, UNPROTECTED PRE-ENGINEERED STL BLDG WALLS & ROOF. EAVES AT 18'-0", w/ MONOLITHIC PERIMETER FOOTING & SLAB ROOF: STEEL BEAM RIGID FRAME w/ PURLINS & ROOF DECK MEAN BUILDING HEIGHT: 19'-2"; HT ADJUSTMENT FACTOR: .0 ROOF PITCH: 1 /12 WIND STAGNATION PRESSURE 4 PSF OVERHANG: 1" ENCLOSED STRUCTURE; WIND SPEED (3 SECOND GUST): 170 MPH; EXPOSURE: D OCCUP. CATEGORY: II NET PRESSURE COEFFICIENT (C):-0.66--0. (MOST SEVERE) OVERHEAD DOOR WIND PRESSURE: -45.84 :?+35.9 PSF SHUTTERS: NO IMPACT RESISTANT ASSEMBLY: YES O�CJPANCY OCCUPANCY: GROUP F-1 (PL 'TIC MOLDING), 2010 FBC SECTION 306.2 OCCUPANCY: GROUP B (0 ICES), 2010 FBC SECTION 304 OCCUPANCY LOAD: 2010 C TABLE 1004.1.2 FIRST FLOOR: 5,993-1 5 sf =4968; F-1 @ 200 sf/PERSON = 25 OCCUP. FIRST FLOOR: 1025 BUSINESS @ 100 sf/PERSON = 11 OCCUPANTS TOTAL BUILDING LOAD: = 36 OCCUPANTS f MEANS OF EGRESS MEANS OF"EGRESS: 2010 FBC TABLE 1016.1 & SECTION 1005.1 MAXIMUM TRAVEL DISTANCE: 200 FT FOR NON-SPRINKLERED F-1 OCCUPANCY T?A0LE 1015.1, FOR F-1, OCCUPANT LOAD <49 REQUIRES MIN. (1) EXISTS. LWYOUT HAS (2). ((1) THROUGH THE OFFICE AREA); XAXIMUM ACTUAL TRAVEL DISTANCE BACK TO MAIN ENTRY: 102 FT 0.2" EGRESS WIDTH PER PERSON. TOTAL OCCUPANT WIDTH: 36 x 0.2" = 7.2"; MIN. EGRESS WIDTH IS 32". ALL EXIT DOORS ARE 36" WIDE; TOTAL DIRECT EXIT WIDTH = 6'-0" > 7.2" © GRADE FIRE SEPARATION elo ADMINISTRATION SPACE IS OVER 10% GROSS FLOOR AREA. PER FBC 2010, TABLE 505.4, E PER TABLE. 508.4. FBC: NO FIRE SEPARATION IS REQUIRED FOR F-1 & B. HOWEVER THE NFPA REQUIRES A 1 HR FIRE RESISTANCE RATING FOR THIS NON-SPRINKLERED BUILDING. ALARM NOTES: FIRE ALARM SYSTEM TO BE RE CO NNECTED BY OTHERS. , ALARM SYSTEM NFPA 72 NFPA 101 & THE FBC 2010. SEE SHOP DRAWINGS BY OTHERS. GENERAL CONCRETE NOTES 1. MAIN SLAB & FOUNDATION ALREADY EXISTS & IF SLAB MUST BE CUT, ENSURE THE FOLLOWING: CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 PSI ON COMPACTED OR UNDISTURBED, TERMITE TREATED SOIL w/ MIN. 6ml POLY. GENERAL REQUIREMENTS 1. ALL WORK TO BE AS PER FLORIDA EXISTING BUILDING CODE 2010 AND TO MEET OR EXCEED ALL APPLICABLE LOCAL REQUIREMENTS. 2. GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE PRIOR TO FORMALIZING A BID FOR CONSTRUCTION. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIALS, UTILITIES, TESTING, WASTE REMOVAL, STORAGE, SECURING OF SITE, \GNERAL ODATION, TRANSPORT/FREIGHT AND ALL OTHER COSTS RELATED TO OMPLETION OF THIS PROJECT, UNLESS EXPLICITLY IDENTIFIED HERE. IS RESPONSIBLE FOR ALL MUNICIPAL RELATED CHARGES SUCH AS T FEES AND WATER CONNECTION, EXCEPT BUILDING PERMIT FEES, ARE TO BE INCLUDED IN THE CONSTRUCTION BID. CONTRACTOR TO CHECK ALL DRAWINGS FOR ERRORS AND ONS AND BRING THEM TO THE ATTENTION OF THE ARCHITECT PRIOR ARTING ANY WORK, OR ORDERING MATERIALS OF THE RESPECTIVE N OF WORK. IF SUCH ERRORS AND OMISSIONS ARE NOT REPORTED iING TO THE ARCHITECT, ANY RESULTING DAMAGES OR COSTS SHALL BE BORN ENTIRELY BY THE GENERAL CONTRACTOR. 6. ARCHITECT IS NOT RESPONSIBLE FOR THE GENERAL CONTRACTORS' METHOD OR MEANS OF CONSTRUCTION, 7. GENERAL CONTRACTOR IS TO KEEP SITE IN A CLEAN AND SAFE STATE THROUGHOUT THE COURSE OF CONSTRUCTION. ON BUILDING TURN -OVER, GENERAL CONTRACTOR TO CLEAN ALL SURFACES SO AS TO BE FREE OF DUST, GREASE, STAINS, SCUFFS, ETC. 8. ALL WORK AND MATE�IAL TO BE GUARANTEED BY GENERAL CONTRACTOR FOR ONE YEAR AFTER, CERTIFICATE OF OCCUPANCY. PLACE R-19 BATT INSUL. ON TOP OF DROP CEILING. BRACE TO OTHER WALLS FASTEN TO TOP P'EI w/ OR TO ROOF FRAME (2)TEK SCREWS,: T P. ABOV= w/ 25ga 2x4 STUD EACH BRACE EN MAX. 8'-0" APART EXTEND T—BAR GRID & REPLACE A.C,T, ON CORRIDOR SIDE NEW 10'-0", 2X4 (25ga MTQ MAX. 24"O.C. FRAMED WALLS w/ 1/2" PAINTED GYP. BIRD BOTH SIDES. CORRIDOR n 7'-Iff A.C.T._ CUT BACK T—B GRID & A.C,T. OFFICE SIDE OFFICE DASHED IS EXIt LOCATION. SOLI LOCATION MOVE ENSURE 44" FII I EXTEND & P FLOOR FINIS WALL, OR R 4" VINYL BASE TO I ROOMS FOR � MATCH EXISTING I EXISTING I I � FLOOR SLt MOVED PARTITION SECT t SCALE: tSyc� fj 54tT Coe 'HIL I' SHOT PINS OR 3 16"X1.5" STUDS TAPCON @ 15"O.0 TYPICAL TRACK ii I Ll� 1� SOREW @ EACH FLANGE )N CO t 1T5 R.�IF4E1? FOR. C( SCP.IF - F V SFE A PARTITION SILL SCALE: N.T.S. NEW DOOR METAL THRESHOLD a _Z TIT e e.° d ° a' n,O. '.d.a e e e d FILE 1 /2" MAX. FINISHED NEW THRESHOLD DETAIL TSWING , SCALE: N THESE DRAWINGS CONTAII ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE A LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. WALL DO NOT SCALE DRAWING: E IS NEW ANY QUESTIONS ABOUT PROX. 3"s� DIMENSIONS, CONTACT D CORRIDOR DESIGNER. H EXISTING )TH SIDES OF CE ENTIRE EARANCE 1'-0„ DISTRICT ANCE r-: IO �,?EFI r,/ Sf �7 Im SCOPE OF WORK: THIS SET OF DRAWINGS ARE FOR THE BUILDING IMPROVEM AS INDICATED, INCLUDING PLUMBING & THE ELECTRICAL FOR I BUILDING, THE TANKS IN THE CONTAINMENT STRUCTURE & THE CON' R SYSTEMS. REVIEWED & APPROVED SHOP DRAWINGS A7, AB & A9 BY ERS FORM PART OF THESE DOCUMENTS. FOR TANKS & PIPING SEE SHOP DRAWING Al. A4, RP1 & 1. TANKS CONTAINMENT CONSTRUCTION DRAWINGS ARE ON A ARATE PERMIT. START DATE: 04.02. NO.REVISION/ISSUE DATE A 1ST —REVISION 106.10. 2ND—REVISION FERRA TEX 20520 UNICO ROAD MCKENNEY, VA 23872 - O F E hl r. c C' O L, u ., fi A, •10 ALL PA OP 0 PK . Np dF: SUBJECT TO ANY CODA S V C ST. LUCIE COUNiY R.QUIRM BY PIELD INSP6C AT ' A U g , PLAN REVIEW il, 4Y BE NECE95A'AY IN ' ; NI LC COMPLY WITH ALL APPLICABLE S. 0 %-26002573 . V V •� BLD ELEGY:% �c f� {I! License tl � 02577 DATE: RLJUN cifPLUMB:DATE:RECD MEiCH: DATE: c0% BOSQUE LEASING CO. WAREHOUk FUTURE LAND UbE: MXD ZONING: I1- I I I I I Q �I m I I I I 1 I 1 I , I 1 I , / I 111 1 I 1 I \ i \ I I I Ex.INv. ____ 115"RCP — — — — — — LOCATION MAP I I W •EX.(4) e III BOLLARDS (TYP.) 'iTIT'! o 0 0 6 � •oo s -1 \ `y--- _ EX. INV. —�r---� EL. 18.18 GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 ft. LOT 2 STORAGE YARD FUTURE LAND USE: ZONING: IL — — — — — — — — — — — — — — — — — — — — — — — — — — EX. GRAVELIOLD ASPHALT \ DRIVE AND PARKING EX. NC ON r•--I I CONC. PADL� I ITT»7lTTT77771T��7»llTTT7�7liTTT �I L— r. X <VIli I: '< I ,�e� BXfGONC I�DING RAMP <. <, <i `-_` .. -_ EXSITING BUILDING o,) ----f`'�_===='E�==r�-'f,===�--�"-=`?i--, GROSS FLOOR AREA =6,000 S.F. \ 1 f I< 2p IIEX.DRIVE AND EUOLD I .1. <, CO < /I .................................... DRIVE AND PARKING ; � .zl � '�'`I � / I W fI 11_l_l_��1111�1�/11_l_l/ inEX., ONC.1 I<,.,I I. (n _. __j PROPOSED CONC. I I I O H.C. AREA-r---�� 1 L-- I----F --- —4 FARM BUILDINGS/ORANGE GROVE ... rx, ONC.: fl REnr o RESIN TANK2e a RESIN TANKie ____s________________J FUTURE LAND USE: MXD ® o 13 f 3 o® ZONING: IL 18, 29' ® B e e F -'— e e N < 53' 29.48' �I.................................. 10' Ii -I iV < I EXISTING SEPTIC (I SYSTEM AREA ' (V EX. GRAVEUOLD ASPHALT ?... """'_"""""""""" N DRIVE AND PARKING 18, I ,v I L-- `` M O EX. VC AIN-LINK NCE ^� I( 4 Co •�.9ELL O 0�j� EX.WE MONITOR , ! C:.NC. PAD �•� WELL L J I S 89°56'45" W 244.96' ... EX. SWALE ... ... ... ... ... ... ... .. PAVED AREA FUTURE LAND USE: NIXD ZONING: CG r NO STRIPING I (EX, CRAVE PARKING AREA) PROPOSED CAR STOP (TYP.) TYPICAL 18' PARKING STALL ill =5' LEGEND RUNOFF FLOW DIRECTION TRAFFIC FLOW DIRECTION ( BLOCK NUMBER MITERED END SECTION O NUMBER OF PARKING SPACES HANDICAP STALL ORANGE AVENUE - (C. R. 68 ) GROCERYSTORE FUTURE LAND USE: MXD ZONING: CG WAREHOUSE FUTURE LAND USE: MXD ZONING: CG LEGAL DESCRIPTION LOT 1, BLOCK A, CARBOY INDUSTRIAL PARK - UNIT ONE, ACCORDING TO THE PLAT THEREOF AS IN PLAT BOOK 28, PAGES 13, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SECTION 12, TOWNSHIP 35 SOUTH, RANGE 38 EAST CONTAINING 33,605 S.F., 0.771 ACRES PARCEL ID #: 2212-500-0003-000-3 PROJECT NAME: 15838 ORANGE AVE. SITE DATA FUTURE LAND USE: MXD ZONING: IL GROSS SITE AREA 33,605 S.F. (0.771 AC) = 100.00% IMPERVIOUS AREA 20,762 S.F. (0.477 AC) = 61.78% EXISTING BUILDING 6,000 S.F. (0.138 AC) = 17.85% EXISTING PAVEMENT 2,285 S.F. (0.052 AC) = 6.80% GRAVEL/ OLD ASPHAI:T 11,289 S.F. (0.259 AC) = 33.59% PERVIOUS AREA (OPEN SPACE): 12,843 S.F. (0.295 AC) = 38.22% BUILDING DATA: MANUFACTURING/WAREHOUSE = 6,000 S.F. BUILDING HEIGHT: EX. ONE STORY (HEIGHT OF 25 FT.) PROVIDER OF UTILITIES: WATER: EX. WELL WASTEWATER: EX. SEPTIC TANK & DRAINFIELDk)I. PARKING CALCULATIONS:' PARKING REQUIRED: 1.02 SPACES / 1,000 S.F. - MANUFACTURING 000 / 1,000 6.12 AC,I 41.1/YI PARKING REQUIRED' = SPACES (I HC) PARKING PROVIDED = 7 SPACES (1 HC) IJn L.IIr, TECH "f� ttJ1v IBO NOTE: PAVEMENT SHALL HAVE MARSHALL STABILITY OF 1,000 LBS. PRIME COAT SEALANT TO BE APPLIED ON TOP OF LIMEROCK �— 1 1/4" FDOT TYPE S-III ASPHALTIC CONCRETE I 6" LIMEROCK OR COQUINA BASE COURSE 8" STABILIZED SUBGRADE W/ 75 PSI F.B.V. OR LBR 40 OR SAW CUT JOINTS @ 15' O.C. EXPANSION JOINTS @ 40' O.C. 6" PORT. CEMENT CONC. PAVT. (3000 PSI) 6" STABILIZED SUBGRADE W/ 75 PSI F.B.V. OR LBR 40 TYPICAL PAVEMENT DETAILS N.T.S. NOTE: 1. CONCRETE PAVEMENT, AT A MINIMUM, MUST BE CONSTRUCTED OF FDOT APPROVED CLASS II CONCRETE. SUBGRADE MATERIAL SHALL BE A MINIMUM THICKNESS OF SIX INCHES WITH A MINIMUM LIMEROCK BEARING RATIO OF 40 OR 75 PSI FBV. 2. CONCRETE SHALL BE REINFORCED WITH FIBER MESH ADDITIVE OR WITH 6x6 #10/410 W.W.M. o SIGN ri PARKGlG H 01SAHLEO PERMIT ONLY PARKING HY OISAHLEq PERMIT' f250 FINE ONLY E ' FTP 25 $250 FILE NOTES: FTP 26� 1. TOP PORTION OF FTP 25 & 26 SHALL HAVE REFLECTIVE BLUE BACKGROUND WITH WHI H9 REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLiCTi','E WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 8 26 MAY BE FABRICATED ON ONE PPNEL OR TWO. 4. FTP 25 IS FOR USE IN AREAS WHERE SPADE IS LIMITED, 5. HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUND OR SIDEWALK TO THE BOTTOM OP "PERMIT ONLY" SIGN OR 6 FEET TO THE BOIL "OM OF "$250 FINE" SIGN. 6. BLUE PAVEMENT MARKINGS SHALL BE'I'fNTIEO TO MATCH SHADE 15180 OF FEDERAL STANDAS:DS 595a. 7. REFER TO FOOT INDEX No. 17348 FOR F.AVEntENT MARKING DETAILS. VI /-eVL VLI/lIL 12' I 5' I 12' MIN. MIN. MIN. COMPACTED MAX. DRY DI MOD. PRO( COMPACTED MAX. DRY DE MOD. PRO( a` fit',• �,�GHIVBR;. J- . •• N0.56218 ° \e ST TE OF o; ION e �1 �E R.J. KENNEDY, P.E. #56218 1934 TUCKER COURT FT. PIERCE, FL 34950 phone:772-462-2455 w W a W Q J Z d 9 w 0 ``�^^ 00 VJ M 00 L0 r DRAWN CHECKED DATE 08-11-2015 SCALE 1" _ 20' JOB NO. 15-105 SHEET 1 BOSQUE LEASING CO. WAREHOAE FUTURE LAND AE: MXD ZONING: I� e eEX.(4) o 1I fI 1} W BOLLARDS P 1 I N (TYP.) o 0 Z 2- GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch = 20 ft. LOT 2 STORAGE YARD FUTURE LAND USE: ZONING: IL ------------------------------------------------ EX. GRAVEUOLO ASPHALT DRIVE AND PARKING I EX. A/C ON I CONC. PADL.. I �TT77TTTTT7»TlT7�771TTT77T7i TT t. /I L_ II _==E'iXnfG<Or� =N. C_f=�<'�, �-A1D-I-NAGR A.iM. <.P L, �. . Wl I /- b-O't-<N', LCa,<, ,L. <',•�. u�`Il � ' EXSITING BUILDING GROSS FLOOR AREA=6,000 S.F.: RAVEUOLD T ❑ EAND PARKING___IUD / — fJ�Z��11_1_1_�1 _ /__/1_l_���111_1_l_�1�1_1_1_ /l ...... �J--=-=--_-- EX.,�OHO.1 I<.. [ O � PROPOSED CONC. I i i� ' 5 H.C. AREA -r. 721 ` L-, ---<-'----j .I C. F c FwmTBF rRESINTAN o e RESIN TANKt e ____s_______________J____.......................... o Q 0 0 o e e p r �I.............. _......... ........ .. q p 53' O 0 2 ..e, .." . EXISTING SEPTIC SYSTEM AREA ............._. ........o..... e � N E%. GRAVEUOLD A LT DRIVE AND NG \ c .. O c I o L —_ M EX, VC AIN-LINK NCE I IEX. WELL IN CONC. PAD 6 J EX. MONITOR P'A'A WELL S 89'56'45" W 244.96' X. SWALE ORANGE AVENUE - (C.R. 68) PAVED AREA FU GROCERYE URE LAND UT ER MXD FUTURE LAND USE: MXD ZONING: CG CG r NO STRIPING I (EX. GRAVEL PARKING AREA) PROPOSED CAR STOP (TYP.) TYPICAL 18' PARKING STALL 1"=5. LEGEND RUNOFF FLOW DIRECTION TRAFFIC FLOW DIRECTION O7 BLOCK NUMBER MITERED END SECTION O NUMBER OF PARKING SPACES & HANDICAP STALL FARM BUILDINGS/ORANGE GROVE FUTURE LAND USE: MXD ZONING: IL I WAREHOUSE FUTURE LAND USE: MXD I i i i ZONING: CG SIGN EMOWm� N y V CONCRETE STOP CONCRETE STOP x t 3 m m m m io (rWWITE WHITE 600, CITY OF PORT ST. LUCIE HANDICAPPED - SPACE DETAIL 12' I 5'1 12' MIN. PARKING 9 DISABLE➢ PERMIT ONLY PARKING DISABLE 4250 FINE FTP 25 bE NOTES; FTP 26 1. TOP PORTION OF FTP 25 8 26 SHALL HP REFLECTIVE BLUE BACKGROUND WITH REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFL WHITE BACKGROUND WITH BLACK OPP LEGEND AND BORDER. 3. FTP 25 8 26 MAY BE FABRICATED ON 0' OR TWO. 4. FTP 25 IS FOR USE IN AREAS WHERE S LIMITED. 5. HEIGHT SHALL BE 7 FEET MEASURED F GROUND OR SIDEWALK TO THE BOTTC "PERMIT ONLY' SIGN OR 6 FEET TO THI OF "$250 FINE" SIGN. 6. BLUE PAVEMENT MARKINGS SHALL BE MATCH SHADE 15180 OF FEDERAL STA 595a. 7. REFER TO FOOT INDEX No. 17346 FOR I MARKING DETAILS. �Y,EN�#ys/; No. 56218 1 STATE CjF R.J. ENNEDIY, P.E. #56218 1934 TUCKER COURT FT. PIERCE, FL 34950 phone:772-462-2455 0. m m � � O D'0 U � m Lz Y a W�i m o P Z5� a T5 DRAWN CHECKED DATE 03-11-2015 SCALE 1"-20' JOB NO. 15-105 SHEET 2 i TM NEFMA rilM f3 1 2 3 4 5 6 24'-7" 24'-7" 24'-7" 24'-6" 20'-O" G REMOVE EXISTING PANEL %%' WALL & CEILING & APPLY (1) LAYER 5/8" ®'�.'���t " j(1-� I I GYSUM BRD TO WALX I L. & F \ plannl'� -1 I _ _ = B (772)631-5709 AA26002573 REMOVE WALLS & / LAVATORY FOR THESE DRAWINGS CONTAIN I REMODELED ADA - i/ COMPLIANT RESTRM ao M N I S EX ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AND I _ IIIL°JI LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. m F — — — — — — — e DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT I DESIGNER. FIRL EXTINGUISHER REMOVE TYPE 2A 10BC TYPICAL I I THIS OFFICE BUILDING GROSS FLOOR AREA: 5,993 SF FACTORY II EXHAUST FAN#2 �I Q --Ar--> \��� 14'-9j„ CURRENT ADVN. AREA: 1025 SF; 919 SF EXHAUST�AN I;ii N ET LEc�-__�_______= INFILI & HOLE FROM I�+�) REMOVED A 1 HR FIRE ATED WALL /� REMOVE 2880 DOOR & FRAME & STORE PER PERDOOR U #& 65 EXISTING WALL IS OWNER'S DIRECTION (UE# U485) THAT NEEDS REPAIR MOVE EXISTING WALL 3" o �� I TO ENSURE MIN. 44" I � _ I PREP. BOTH SIDES OF EXISTING FIRE WALL FOR FINISHED CORRIDOR WIDTH IN FRONT OE RESTROOM W PATCHING & REPAIR F�1 I CUT OUT EXISTING I GIRTS & SIDING FOR NEW 14'X14' OHD F=== - 15'-2" 3'-11 }" u7 rT1 o REMOVE 3068 DOOR &�� s'-o" I FRAME & STORE PER OWNER'S DIRECTION I �T1 w' NSEX L o o I 0 O O o 7'-3" 00 REMOVE EXISTING REMOVE 12"SQ WINDOW & FRAME & STORE PER m 00 I 10'X10' OHD I OWNERS DIRECTION co EXIT I Fi EXIT START DATE: 04.02.15 NO.REVISION/ISSUE DATE w Ot 1ST —REVISION i— z 20 —11 2ND_REVISION 3RD_REVISION LL) Q U J EXIT FIXTURES: Z o EMERGENCY FLOOD LIGHT W/ � FILE COPY BATTERY BACK-UP O U CLIENT: EXIT SIGN w/ W BATTERY BACK-UP w U z FERRA TEX EXIT & EMERG. E 20520 UNICO ROAD LITE COMBO w LLJ v) MCKENNEY, VA 23872 ELECTRICAL BY OTHERS CD z X LLJ � E O OF ()0 THE-112 PLUS VID ALL PROPO"D WORK A AD NCED '. X ARE SUBJECT TO ANY CORRECTICNS 'TECTURE &' � ' LANNING W REQUIRED BY FIELD INSPEC7iiRS THAT rk%Y BE NECP35A'2Y IN a#Rrr n TO �''. 3 a COMPLY WITH ALL APPLICABLE CODES. FREp AR��� LI°ensed mhi ect fi - 6002573 EE ST D IS Sc DEMO EL000 OSD Al SCALE: 1 /4"=1 '- 0" 1 24,_7„ 2 24'-7„ 3 24'-7„ 4 241-6„ REMOVE WALL PANELLING & APPLY 3'- ® NEW 5/8" TYPE-X GYP. BRD & FINISH MAX. TRAVEL m I r DISTANCE: 65' m 2� FIRE EXTINGUISHER TYPE 2A 1013C TYPICAL NEW KNOX BOX FOR FIRE BUILDING GROSS FLOOR DEPT. KEY ACCESS AREA: 5,993 SE FACTORY I I CAT LY o I R M00 1 802 sf f I I ' I ■ • H EAT EXCHANGER 2 I m SEE CIVIL DRAWINGS FOR SITE PLACEMENT OF RESIN CONTAINMENT /II-/II�IIIpIrII�IIII-�I�I---- 171%,000"OOW.09I, IIIII/IIII���II/IIOIIIII/IIIII/III�------------ 17"-10" VACUUM SYSTEM CONNECT D.F. TO 1 /2" C.W. SUPPLY & 1.5" SANI. DRAIN INSIDE WALL DRINKING FOUNTAINS SCALE N.T.S. coverage PLASTIC RESIN PUMPS o ° PLASTIC RESIN TANK ❑ F I 0 PLASTIC RESINo 0 0 TAN K SEE CIVIL DRWGS FOR LOCATION OF PLASTIC RESIN CONTAINMENT 0 I EXIT 7'-61" 2 NEW 3068 DOOR & r— MEN FRAME w/ PRIVACY SET _ I NEW HI-LO DRINKING I -� 90 FOUNTAIN w/ 30"x48" I ° CLEAR FLOOR SPACE --- SEE A-4 FOR RESTRM WALLS & CEILING EYEWASH STATION. MODEL: 2 — 22 SPEAKMAN SE-580 TRADITIONAL SERIES EYEWASH OR EQUAL J� EXHAUST FAN#2 PATCH ALL HOLES BOTH SIDES, SLAB TO U/S ROOF w/ TYPE-X, 5/8" FIRE RATED GYPSUM BRD, TAPE & PAINT. EXHAUST FAN#1 ENSURE ALL PENETRATIONS ARE PERK UL DETAILS PROVIDED w/ THESE DOCUMENTS INSTALL N W 068, 1 HOUR FIRE RATED DOOR & FRAME C/W CLOSER NEW 3068 POCKET DOOR w/ HANDLES, PULLS, LATCHES, LOCKS, & OTHER OPERABLE PARTS ON POCKET DOORS SHALL COMPLY WITH 309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM & 48 INCHES MAX. ABOVE THE FINISH FLOOR. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED & USABLE FROM BOTH SIDES. SLIDING DOORS: 5 LBS MAX. SEE A5: FOR RESTRM ADA COMPLIANCE ADD NEW GRAB BARS & UNDER LAV 24'-91p PROTECTION. FIRE CAULK & SMOKE SEAL GYP. BRD PERIMETER TO INSIDE STEEL BLDG SIDING & U/S METAL ROOF CLADDING APR DUCT APPROVAL NOA OR FL# PRODUCT MODEL NUMBER MANUFACTURER C�'LASS ATTACHMENT METHOD PRE�URES NOA: 11-1202.01 GARAGE DOOR SERIES 800 STEEL ROLL UP WAYNE DALTON N/A 3/8" DIA THRU BOLTS w/ NUTS AT EACH JAMB BRACKET t47.OPSF FL 5891.1 SWIN DOOR FIBER CLASSIC FIBERGLASS OUT -SWING THERMA TRU N A / 1/4"X 2- /4"„OR GREATER TAPCON SCREWS ®EA riHOLE W/1-112 EMBED INTO CONC. OR MASONRY MAX 14 O.C. & 6 FROM CORNERS t07.OPSF w w U z 0 0 Li 0 LLJ 1W Q Q 0 z X LLJ A EXIT 5 U/S METALRO DDING ENSURE STL COL. IS COVERED w/ 5/8" TYPE-X GYP. BIRD & FINISHED NEW SERVICE SINK 0 14'-92" c}- INFILL & HOLE FROM REMOVED DOOR & FRAVE_E�11 U. #U465 IAHUI \ L---L NEW EXIT L SIGN. SEE ELECTRICAL DRAWINGS 15'-2" DO 0 � 141-111 e 0-15 7' _ 3" 6' _ 10" INFILL &HOLE FROM REMOVED WINDOW PER UL#U465 LIFE SAFETY LEGEND EMERGENCY FLOOD LIGHT W/ BATTERY BACK-UP EXIT SIGN w/ BATTERY BACK-UP w EXIT & EMERG. LITE COMBOFIRE W TYPE 2AINOBICSHER m Fl E C ELECTRICAL BY OTHERS THESE PLANS AND ALL PRO ARE SUBJECT TO ANY CORRQ REQUIRED BY FIELD INSPECT( MAYBE NECESSARY IN ORDEI REVISED FLOOR PLAN COMPLY WITH ALL APPL CAB SCALE: 1/4 —1,- (772)63i-57og AA26002g73 THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE ANDl, LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. I DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. START DATE: 04.02.15 NO.REVISION/ISSUE DATE k 1ST -REVISION 06.10.1 ` 2ND-REVISION 07.16�1 3RD-REVISION CLIENT: f. FERRA TEX 20520 UNICO ROAD 1 MCKENNEY, VA 23872 k' ,gyp E OFp a•' .0 t; c VANcF . i PIATEc� p IN , rt�'''44 2 -0025, ' Raymond Chladny Licensed Architect #AA-26002573 � A2 Design No. U465 March 23, 2009 Nonbearing Wall Rating-1 HR. ( .� i� ♦ bl.f / Ed.lu ..s-9 j r 1. Floor and Ceiling Runners — (not shown) — Channel shaped runners, 3-5/8 in. wide (min), 1- 1/4 in. legs, formed from min No. 25 MSG galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. lA Framing Members*— Floor and Ceiling Runners — (Not shown) — As an alternate to Item 1 - Channel shaped, min. 3-5/8 in. wide, attached to floor and ceiling with fasteners 24 in. OC. max. SCAFCO STEEi, STUD NLAN'UFACTURING CO Type SUPREME Framing System 1B. Framing Members - Floor and Ceiling Runner* — Not shown - In lieu of Item 1 — For use with Item 213, proprietary channel shaped runners, 1-1/4 in. deep by 3-5/8 in. wide fabricated from min 0.0200 in. thick gale steel. attached to floor and ceiling with fasteners spaced 24 in. OC max. MARINO\WARE A DIV OF WARE INDUSTRIES INC — Viper20S'TM Track, Viper20DTM Track 2. Steel Studs — Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3i8 in. folded back returns, formed from min No. 25 1NISG galv steel spaced 24 in. OC max. Studs to be out 3/4 in. less than assembly height. 2A. Framing Members*— Steel Studs — As an alternate to Item 2 - Channel shaped studs, min. 3-5/8 in. wide, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME Framing System 2B. Framing Members - Metal Studs* —Not shown - In lieu of Item 2 — For use with Item 113, proprietary channel shaped steel studs, 1-1/4 in. deep by 3-5./8 in. wide fabricated from min 0.0200 in. thick gale steel. Studs 3/4 in. less in lengths than assembly heights. MARINO\WARE A DIV OF WARE INDUSTRIES INC — Viper20STMI Viper20DTM 3. Batts and Blankets* — (Optional) Mineral wool or glass filter baits partially or completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.0 lb/113. Alternate (' 100 hot melt adhesive application method: The filler is applied with U.S. n�ee�ber LLC' Type AD at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.5 lb/ft3. U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3 A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 4. Gypsum Board* — 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (resilient channels) or 6A (furring channels), wallboard is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC. AMERICAN GYPSUM CO Types AG-C, AGX-1 CANADIAN GYPSUM COMPANY —Types AR C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SILY, WRC or WICK CERTAINTEED GYPSUM INC — Types 1, EGRG, ProRoc Type X ProRoc Type C. NATIONAL GYPSUM CO -- Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6. UNITED STATES GYPSUM CO —Type AR, C, FRX-G, IP-AR, IP-XI, IP-X2, IPC-Aft, SCX, SHX, WRC, WR \, 1 iSGX (Joint tape and compound, Item 5, optional for use with Type USGX). 4A. Gypsum Board* — (.As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed by steel framing. Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. When used in widths other than 48 in., gypsum panels to be installed horizontally. System No, W-L-1075 November 29, 1995 F Rating — 2 Hr T Rating — 0 Hr SECTION A -A 1. Wall Assembly —'Me fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in OC. Steel studs to be min 2-1 r2 in. wide and spaced max 24 in. OC. B. Gypsum Board* — Two layers of non V8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of opening is 13-1 /4 in. 2, Through Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The annular space shall be min 0 in. to max 1/4 in. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe— Nom 12 in diam (or smaller) Schedule 10 (or heavier) steel pipe. B. L•on Pipe — Nom 12 in. diam (or smaller) cast or ductile iron pipe. C. Conduit — Nom 6 in. dram (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tubing—Nom 6.in. diam (or smaller) Type L (or heavier) copper tubing. E, Copper Pipe — Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 3 Mate — material to be _ .Fill Void or Cavity Material* Caulk— Fill ma[ 5 tY forced into the annulus to maximum extent possible. Additional fill material to be installed such that a min 1/2 in. crown is formed around the penetrating item and lapping 1/4 in. beyond the periphery of the opening, RECTORSEAL -- Metacaulk 950 "Bearing the CL Classification Mark CANADIAN GYPSUM COMPANY — Types AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. LAFARGE NORTH AMERICA INC Type LGFC6A, LGFC-C/A 17NITED STATES GY'PSIIM CO T ype AR, C, FRX-G, JP -AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, WRC, WRX, , USGX (Joint tape and compound, Item 5, optional for use with Typ USGX). 4B. Gypsum Board* — (As an alternate to Items 4 or 4A) Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1- 1/4 in CANADIAN GYPSUM COMPANY — Types AR, IP-AR UNITED STATES GYPSUM CO — Types AR, IP AR 4C. Gypsum Board* — As an alternate to Items 4, 4A, and 4B - Nom. 5/8 in, thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 in. OC, with last 2 screws 3/4 in. and 4 in. from each edge of board. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal buttjoints on opposite sides of studs on interior walls need not be staggered or backed by steel framing. TEMPLE -INLAND FOREST PRODUCTS CORP — GreenGlass Type X. 4D. Gypsum Board* — As an alternate to Items 4, 4A, 4B, and 4C - Nom. 5/8 in. thick gypsum panels applied horizontally. Horizontal j o ints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Gypsum panels fastened to framing with 1 in. long Type S steel screws 1-1/2 in. from board edges, 3 in, from board edge and every 8 in. OC in the field. Screws spaced a max 12 in. along the top and bottom. edges of the wall. 5. Joint Tape and Compound— Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3i32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. Paper tape and joint compotmd may be omitted when gypsum boards are supplied with square edges. 6. Resilient Channel — (Optional -Not Shown) 25 MSG gah, steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S- 12 panhead steel screws. 6A. Steel Framing Mem hers (Not Shown)* — As an alternate to Item 3, furring channels and resilient sound isolation clip as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, b. Steel Framing Members* — Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips. B. Steel Framing Members* — Optional - Not Shown - Used as an alternate method to attach resilient charnels (Item 6). Clips attached at each intersection of the resilient channel alld the steel studs (Item 2). Resilient charnels are friction fitted into clips, and then clips are secured to the stud with min. 1 in. long Type S-12 panhead steel screws through the center hole of the clip tend the resilient channel flange. Through -penetration Firestop Systems System No. W-3-7022 November 30, 2000 F Ratings — 1 and 2 Hr (See Items 1 and 3) T Rating — 0 Hr A SECTION A -A 1. Wall Assembly —Min 3-3/4 in. and 5 in. thick reinforced lightweight or normal weight (100-150 pet) concrete for 1 and 2 fir ratings , respectively. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 21- 1/2 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2, Through Penetrant — Nom gale steel duct to be installed concentrically or eccentrically within the firestop system. The annular space between duct and periphery of opening shall be min 0 in. (point contact) and max 1-1/2 in. Duct to be rigidly supported on both sides of wall assembly. A. Spiral Wound HVAC Duct—Nom 20 in. diam (or smaller) No. 24 MSG (or heavier) galv steel spiral wound duct. A. Sheet Metal Duct — Nom 12 in. diam (or smaller) No. 28 MSG (or heavier) galv sheet steel duct. 3. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. and 1-1 /4 in. thickness of fill material applied within annulus, flush with both surfaces of wall assembly for 1 or 2 hr F Ratings, respectively. At the point contact location between duct and periphery of opening, a min 1/2 in. diam bead of sealant shall be applied at the periphery/duct interface on both surfaces of wall assembly. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 601 S Elastomeric Firestop Sealant, FS-ONE Sealant or CP606 Flexible Firestop Sealant *Bearing the UL Classification Mark EXISTING MTL SIDING EXTERIOR EXISTING MIN. — R-11 BATT INSULATION LOW ROOF A.C.T. DROP CEILING ADMIN. AREA ALL PENETRATIONS THROUGH WALL TO BE AS DETAILED CAULKED AND SMOKE SEALED WITH FIRE RATED SEALANT. (SEE DETAILS THIS PAGE). HIGH ROOF FACTORY EXISTING STL BLDG WALL STRUCTURE. NOT FIRE RATED ABOVE LOWER ROOF -EXISTING FINISH TO REMAIN. PATCH & PAINT CHECK & REPAIR FIRE & SMOKE SEALS BOTH SIDES & ALL EDGES • TOP OF WALL TO U/S ROOF & AROUND STRUCTURE. CAULK AND SEAL ALL SEAMS AND ALL PENETRATIONS THRU RATED WALL EXISTING DRYWALL EXTENDED TO U/S LOWER ROOF. CHECK, EXISTING JOINT & CAULK & SEAL ALL SEAMS 1 HR F.R.R. FRAMED WALL. EXIST'G SLAB. System No. W-L-2329 November 05, 2002 F Rating —1 & 2 Hr (See Item 1) T Rating— 1 & 2 Hr (See Item 1) 1. Wall Assembly — The 1 or 2 fir fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 S Wall and Partition Designs in the UL Fire Resistance Directory and shall include the follo construction features: A. Studs —Wall framing may consist of either wood studs or steel channel studs. studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min' wide and spaced max 24 in. OC. B. Gypsum Board* — 5/8 in. thick, 4 ft wide with square or tapered edges. The E board type, thickness, number of layers, fastener type and sheet orientation shall b specified in the individual Wall and Partition Design. Max dia. of opening is 5-3/4 The hourly F & T ratings of the fire stop system are equal to the hourly fire r of the wall assembly in which it is installed. 2. Metallic Sleeve —Nom 3-5/8 in. long cylindrical sleeve fabricated from min 0.023 it (24 gauge) galv sheet steel and having a min 1-1/4 in. lap along longitudinal seam. Sleev centered over and tied with steel wires to the coupling (Item 4) prior to pipe installation. 3. Nonmetallic Pipe — Nom 3 or 4 in. diam, Schedule 40, solid core polyvinyl chloride pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems pipe to be installed concentrically within the firestop system. The annular space between coupling (Item 4) and the opening shall be 0 in. Pipe to be rigidly supported on both side assembly. 4. Firestop Device* — Nom 3 or 4 in. Intumescent coupling to be positioned and center the wall opening with ends protruding equally from both wall surfaces. COBRI TECHNOLOGIES INC — Quickstop Coupling 5. Fill, Void or Cavity Material* - Sealant— Min 1/4 in. thick bead of sealant applied the entire circumference of the coupling and wallboard interface on both sides of wall. COBRI TECHNOLOGIES INC Quiekstop Sealant *Bearing the UL Classification Mark PENETRATIONS: METAL PIPE: 0 THRU CMU WALL: WJ-5014 UP TO 0 4" THRU GYPSUM WALL: WL-1075 UP TO PLASTIC PIPE: W—L-2329 UP TO 4" HVAC DUCT: WJ-7022 UP TO 20" ELEC.OUTLET IN WALL CLIV R9140 ROOF ASSEMBLY HAS AND REQUIRES NO FIRE RATING. ENSURE EXISTING CONNECTION IS SMOKE SEALED WITH U/S METAL ROOF CLADDING & REPAIR AS REQUIRED. EXISTING INTERIOR FIRE RATED WALL TO BE PATCHED UL #: U465 FOR FRAMED 1—HR FIRE RATED ASSEMBLY SCALE: N.T.S OUTLET BOXES & FITTINGS CLASSIFIED FOR FIRE RESISTAN HRS OR LESS UL#: R9140 NONMETALLIC OUTLET SWITCH BOXES. CLEARANCE BETWEEN BOXES & CUTOUTS IN WALL EXCEED 1/8"; THE AREA OF OPENINGS FOR BOXES SHALL NOT AG( 100 SQ IN./100 S.F. OF WALL OR PARTITION AREA, WI7 OPENING EXCEEDING 22.0 SQ IN.; OUTLET BOXES ON OPPOSITE SIDES OF WALL OR PAI SHALL BE SEPARATED BY HORMONAL DISTANCE OF THAN 24". FILE CO THE; 2 PLANS AND ALL PAI ARE SUBJECT TO ANY C( REQUIRED BY FIELD NSPI MAY BE WCMAW III COMPLY WITH ALL APPLIC Alin ��j LLd THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE ANE LOCATION MAY VARY TO MEET MANUFACTURERS SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. M W W F-� w W � lM�I W w r� START DATE: 04.02.15 NO.REVISION/ISSUE DATE Li 12ND_REVISION I 2 NOT CLIENT: TE' FERRA TEX 20520 UNICO ROAD MCKENNEY, VA 23872 N ,ESS 6-IS-ts IS OF FLO AD NC AR ITE g'r NG C ;. 002573 .0 TARED P0, . RtrMchitectond£#AA-26ttladny Licensed Arc0a2573 A3 *Bearing the UL Classification Mark NEW 14ga 2x6 STEEL FRAME JAMB FASTENED TO GIRT & SLAB w/ ANGLE CLIPS NEW 5", 14ga ANGLE CLIP w/ (6) #12x1" TEK SCREWS EACH EXISTING METAL P 0 0 NEW DOOR FRAME FASTENED TO NEW STEEL FRAME PER PRODUCT APPROVAL. JAMB DETAIL SCALE : N.T.S. L o 0 NEW 5". 14ga ANGLE CLIPS w/ (6) #12x1" TEK SCREWS JOINING HEADER FRAME TO JAMB FRAME NEW 14go 2x6 STEEL FRAME ON 0 0 0 HEAD & JAMBS FASTENED TO STRUCTURE w/ ANGLE CUPS NEW EXTER. DOOR N NEW DOOR FRAME FASTENED TO NEW STEEL FRAME PER HEAD DETAIL PRODUCT APPROVAL. SCALE N.T.S. HOLLOW METAL FRAME BEYOND SSCHEDULE/D RA NE DRIP STEREVOLD SEALANT NEW ;,' ',' ',' •' ' ° CONCRETE PAD • .• (. ,EXISTING . CONCRETE SLAB., '... DOOR SILL SCALE : N.T.S. „ I I NEW 14ga 2x6 STEEL FRAME JAMB FASTENED TO GIRT w/ I ,1 I ANGLE CLIPS HEAD SIDE VIEW SCALE : N.T.S. NEW 14ga 2x6 STEEL FRAME JAMB FASTENED TO GIRT w/ I ANGLE CLIPS NEW 5", 14ga ANGLE CLIP w/ to o 0 (3) #12x1" TEK SCREWS TO JAMB FRAMES & (3) 1/4"x1.5" TAPCONS INTO SLAB ' ' •' EXISTING CONCRETE SLAB FRAME ® SILL SIDE VIEW SCALE : N.T.S. NEW OUT SWING DOOR TO BE CUT INTO STRUCTURE NEW DOOR CUT -IN SIDE WALL SCALE: 7'-6.5 r I �I NEW EXHAUST FAN w/ 4'DIA DUCT TO EXTERIOR ABOVE CLG. II e NEW WALL MOUNT 26. LIGHT CENTERED OVER LAV NEW RESTROOM CEILING SCALE: 1 /4"= 1'—O" PLACE R-19 BATT INSUL. ON TOP OF CEILING CONTINUE 2x4 CEILING JOISTS @ 24"o.C. OVER — EXPANDED ROOM. NEW 8'-0", 2X4 O MAX. 24"O.C. FRAMED WALLS W/ 1 /2" PAINTED GYP. BRD BOTH SIDES. 3/16"X3" TAPCON Cal 16"O.C. TYPICAL 4" VINYL BASE BOTH SIDES "Al FASTEN TO TOP PLT w/ 16d NAILS @ 12"o.C. 8>_ O„ FASTEN 2x4 JOIST TO RIM BIRD w/ (2) 16d NAILS EACH NEW T—BAR GRID & A.C.T. RESTROOM CEILING ONLY NEW 3" BATT INSUL ENTIRE WALL NEW VINYL FLOOR TILES IN RESTROOM ONLY EXISTING CONCRETE FLOOR SLAB NEW RESTROOM PARTITION SCALE: 1 /2"= 1'—O" ADDITIONAL STEEL BACKING & MOUNTING MEMBERS REQUIRED FOR NEW DOOR SUPPLIED & INSTALLED BY DOOR MANUFACTURER 1/4"x3"x3"x9" ANGLE CLIP BOTH SIDES NEW COLUMN w/ FULL - WELDS ON ALL EDGES TO JAMB AND TO UNDERSIDE OF Z—GIRT NEW 14ga 120 STEEL CHANNEL JAMB CUT TIGHT TO U/S EXISTING TOP CHANNEL/BEAM 14'-0" SIDING & GIRTS CUT BACK FOR NEW OVERHEAD DOOR LEAVE COLUMN SEGMENT TO Z—GIRT CONNECTION 2 EXISTING 10'SQ OHD TO REMAIN AS IS / 3 EXISTING OUT —NEW 14ga 3"x12" SWING DOOR TO CHANNEL REMAIN AS IS 4 REVISED END WALL FRAME EXISTING SIDING .1/4"x3"x3"x9" ANGLE CLIP BOTH SIDES NEW COLUMN w/ FULL WELDS ON ALL EDGES TO JAMB AND TO UNDERSIDE OF Z—GIRT EXISTING TOP ROOF CHANNEL/BEAM, DO NOT CUT IN PLAN VIEW NEW COL. TO EXIST'G BEAM SCALE N.I.S. SLAB EDGE EXISTING BELOW SIDING 1 /4"x3"x3"x9" ANGLE CLIP w/ FULL WELDS ON ALL EDGES TO JAMB AND TO UNDERSIDE OF Z—GIRT STING Z—GIRT NEW 14ga 12x3 STEEL CHANNEL JAMB _�,. NOTCH EXISTING Z—GIRT TO FIT INSIDE NEW JAMB CHANNEL SAME AS NOTCH ON OTHER OVERHEAD DOORS NEW OVERHEAD DOOR 54J INSTALLED PER NOA IN PLAN VIEW GIRT TO NEW JAMB DETAIL SCALE N.I.S. EXISTING SIDING NEW 14ga 12x3 STEEL CHANNEL JAMB OVERHEAD DOOR MODIFICATION NOTES: 1. THE CONTRACTOR IS TO TAKE ACCURATE SITE DIMENSIONS PRIOR TO COMMENCEMENT OF FABRICATION DETAILS FOR NEW STEELWORK. FABRICATION DETAILS TO BE SUBMITTED TO ARCHITECT FOR COMMENT PRIOR TO FABRICATION. 2. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE STABILITY AND STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE. 3. CONTRACTOR TO PROVIDE TEMPORARY SUPPORTS PRIOR TO CUTTING AWAY EXISTING STRUCTURAL MEMBERS & ENSURE TO PREVENT OVERLOADING OF ANY COMPLETED OR PARTIALLY COMPLETED STRUCTURAL ELEMENTS. 4. ARCHITECT TO BE PRESENT ON SITE PRIOR TO COMMENCEMENT OF CUTTING NEW OPENINGS & EXAMINE TEMPORARY SUPPORTS; 5. NO VARIATION TO THE STRUCTURAL DETAILS SHOWN ON THIS DRAWING IS TO BE UNDERTAKEN WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. SCALE: 1/4 =i'-o 1 /4"x3"x3"x9" ANGLE CLIP ABOVE & BELOW EXISTING GIRT w/ FULL WELDS ON ALL EDGES TO CUT JAMB COLUMN NG 10" WIDE Z—GIRT NOTCH NEW CHANNEL TO FIT AGAINST EXISTING Z—GIRT IN SECTION NEW COL. TO GIRT DETAIL SCALE N.T.S. NEW EDGE FLASHING TO MATCH EXTERIOR CLADDING SLAB EDGE BELOW I NEW 14ga 120 STEEL c° O EXISTING SIDING 1 /4"x3"x3"x9" ANGLE CLIP FULL WELD TO SIDES TO JAMB CHANNEL JAMB 1/4"x3"x3"x9" ANGLE CLIP w/ (2) 5/8" x 6' WEDGE BOLTS TO SLA`3 OVERHEAD DOOR MOU ANGLE SUPPLIED & INSTALLED BY DOOR NEW OVERHEAD DOOR MANUFACTURER INSTALLED PER NOA IN PLAN VIEW 4� N EW JAMB TO SLAB DETAIL LE : N.I.S. FILE COPY THESE PLANS AND ALL PROPOSED ARE SUBJECT TO ANY CORRECTIOI REQUIRED BY HELD INSPECTORS 1 MAY BE NECESSARY IN ORDER TO COMPLY WITH ikL;, iP'Pk4GARLE CO DING THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE Al LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. START DATE: 04.02.1 NO.REMSION/ISSUE DATE. Aj 1ST —REVISION 06.10.11 2ND—REVISION 107.16.1 CLIENT: I FERRA TEX I 20520 UNICO ROAD MCKENNEY, VA 23872 0 ax '• o '�ec4, p �N I,gNC�. o gCq O '.7 UR o. , No 4tb `� n A CN�t 7 Raymond Chladny Licensed Architect #AA-26002573 1. ALL SANITARY WASTE AND VENT PIPES AND FITTINGS SHALL BE PVC (SCHED.40 MIN.) OR D.W.V. (ASTM-D-2662). 2. COPPER (TO ASTM-B-88),USED FOR HOT AND COLD WATER LINES, USE TYPE "L" FOR UNDERGROUND AND TYPE "L" ABOVE GROUND. PROVIDE DI -ELECTRIC COUPLINGS, AS REQUIRED, FOR CONNECTION TO DIFFERENT MATERIALS, SHUT-OFF VALVES AT FIXTURES, AND EQUIPMENT REQUIRING WATER SUPPLY. 3. ALL PIPES EXPOSED AT FIXTURES AND EQUIPMENT SHALL BE CHROME -PLATED. PROVIDE CHROME -PLATED ESCUTCHEONS AS REQUIRED. 4. USE EXISTING WATER SUPPLY, SANI & VENT STACK 5. ALL POTABLE WATER LINES SHALL BE FLUSHED AND MADE CLEAR OF DEBRIS, SCALE, GREASE, ETC., PRIOR TO CONNECTION WITH EQUIPMENT. 7. KEEP ALL VENT PIPES UNDER FLOOR SLAB; INSIDE WALL, CEILING ASSEMBLIES OR TIGHT TO WALL WHEN CAN BE CONCEALED INSIDE MILLWORK. 8. CLEAN OUTS IN ACCORDANCE WITH F.P.C. 708.3.2. 9. ENSURE NO DEAD-END SAN. OR SUPPLY PIPES REMAIN IN FINISHED PLUMBING SYSTEM, (TO AVOID STAGNATION & HEALTH ISSUES). 10. DRINKING FOUNTAIN SHALL COMPLY w/ 2010 FBC 11. ALL COPPER PIPING SHALL BE ISOLATED FROM CONTACT WITH OTHER METALS, CONCRETE OR MASONRY. 12. ENSURE DRAIN AND WATER PIPING FROM RE -LOCATED FIXTURES LEAVES NO DEAD -ENDS, AS WATER OR WASTE COULD STAGNATE. 13. PROVIDE SHOCK ARRESTING AIR CHAMBERS ON EACH QUICK CLOSING VALVE, INCLUDING ON WATER HEATER (IF IN CONTRACT), TO PREVENT "WATER HAMMERING". 14. ALL PLUMBING WILL COMPLY WITH 2O10 FL PLUMBING CODE 2"VTRRJ I V I -:��EXISTING VENT I THRU ROOF. I INSIDE EXISTING I f WALL r .5 I I I 2„ I I 1.5„ LAV I 2 -..NEW SERVICE SINK 1.5" D.F. NEW DRINKING -/ FOUNTAIN 1.5" WC E. W. NEW EYE WASH STATION 4" 0 TO SEPTIC SYSTEM (EXISTING) REVISED SANITARY RISER DIAGRAM 1 /299 NEW D.F. _z SUPPLY. D , F, WATER 112 99 E.W. NOT TO SCALE 3 /4" 1 /299 EXISTING SUPPLY TO REMAIN. JUST (2) S.S. FIXTURES ADDED AS INDICATED ��, u' NEW EYE WASH SUPPLY SUPPLY DIAGRAM SUITE C04 ONLY NOT TO SCALE 1 0 I iV n in LAVATORY SHOWN MAY NOT MATCH FIXTURE TO BE USED IN PROJECT -SHOWN FOR DIMENSION ILLUSTRATION ONLY LAV. DETAIL SCALE: N.T.S. i z a w o CLn D z I a z W � ¢ o o O N l000 rom 10,10 1,000 S.STL. TOWEL HOOK 01 FA CODE COMPLIANI FAUCET AND FIXTUF '*��HOT WATER LINES AND DRAIN SHALL BE INSULATED CLEAR FLOOR SPACE 30" X 48" MIN. ARCHITEMIRF 72 3E,i-571a9 AA26oa,-), %THESE DRAWINGS CONTA ARCHITECTURAL SYMBOL USED FOR GRAPHIC PURPOSES ONLY. SIZE LOCATION MAY VARY Ti MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWIN( ANY QUESTIONS ABOU`. DIMENSIONS, CONTACT DESIGNER. A5 7 80WL AND PIPES MUST BE CONTAINED WITHIN THIS AREA BATHROOM F X T U R E MOUNTING E E E V A T O N �L ^ HOT WATER SUPPLY &DRAIN LINE ( 1 SHALL BE INSULATED IF SKIRT NOT PROVIDED (TYP) NO SC � � a H ARCH TECTURAL NOTES:- 1. FIELD CONFIRM ALL DIMENSIONS• ~ � Q 2. ALL NEW INTERIOR WALL FINISHES TO BE PAINTED GYPSUM, 3. ALL NEW INTERIOR WALLS TO BE 2x4 @MAX. 24"o.c. w/ 3" BATT; 4. ALL NEW INTERIOR DOORS TO BE FLUSH S.C. ROTARY BIRCH PROFILE �. #1) w/ KNOCK -DOWN METAL FRAMES w/ MEDIUM BROWN STAIN FIN. �W ENSURE JOINTS ON FRAME ARE FLUSH 8c NON -VISIBLE AFTER PAINTING; „/ Q 5. ALL DOORS 8c FRAMES IN FIRE WALL TO BE LABELED MINIMUM 60 MIN.O � RATED w/ CLOSERS; C 6. DOOR HARDWARE TO BE LEVER TYPE, ADA COMPLIANT 8c BE BRUSHED oc CHROME FIN., W/ MED. DUTY COMMERCIAL USE, 1.5 PAIR BB. HINGES, � re S.STL KICK PLATES ALL DOORS OFF WAREHOUSE SPACE, BEST � oc CYLINDERS 8c STRIKES, MASTER KEYED. KEYSETS TO HAVE BOLT TYPE � STIKES; ALL ROOMS TO HAVE KEY SETS BUT RESTROOM TO HAVE NEW PRIVACY SET; 7. ENSURE BRAILLE 8c GENDER GRAPHICS OUTSIDE RESTROOMS DOORS; 8. CHECK WITH BUILDING LANDLORD FOR KNOX BOX AND PROVIDE ONE IN START DATE: 04.0z OWNER DESIGNATED LOCATION. No.REVISION/ISSUE DA- 10 1 ST_REVISION 06.1( 9. ADA RE.STROOM TO HAVE NEW VCT FLOORING w/ 4" VINYL BASE BOTH SIDES 2ND_REVISION 3RD_REVISION OF WALL � CLIENT; FLORIDA ENERGY CODE: � FERRA TEX ROOF R-VALUES OVER CONDITIONED SPACES: R-19; , I - �!,�� v zosaourrlcoROAD WALL R-VALUES OVER CONDITIONED SPACES: R-11; MCYCENrrEY,vaa3a7: (2) EXHAUST FANS &AIR FLOW THROUGH THE OVERHEAD DOORS PROVIDE FRESH AIR; EXISTING HVAC SYSTEM ACTIVATION OR REPAIR/REPLACEMENT IS NOT PART OF THESE E OF FAD 4 DOCUMENTS. ANY PENETRATIONS THROUGH FORE RATED WALL TO HAVE 1 HR FIRE RA ���T�l ; ARCHIV9 ED 9 �FF�;F"xf�L4Af6 A,"aD OPOSL� WORK. , P cru FIRE DAMPER &FIRE &SMOKE SEALED; a>;eSUBJECT ToI, oswscTlcNs " c Ret1UiRF."D BY PI[L HC1K?RS THA 002573 RAY BE NEC L�9Si� fi 01'4iYR T c�sj; . •;i�- FLORIDA PLUMBING CODE: Y WITH ALL Icb1sLE ®Es. FRFo - Rc,?` TABLE 403.1: WITH OCCUPANCY LOAD OF 36, THE FOLLOWING FIXTURES WILL BE REQUIRED: Licensed �,-260025 3 BUSINESS: (2)WC; (1) LAV.; (1) DRINKING FOUNTAIN. FACTORY: ABSORBED INTO THE ABOVE PLUS REQUIRES (1) SERVICE SINK. 0 NEW DRINKING FOUNTAIN &SERVICE SINK IS TO BE ADDED 3E,i-571a9 AA26oa,-), %THESE DRAWINGS CONTA ARCHITECTURAL SYMBOL USED FOR GRAPHIC PURPOSES ONLY. SIZE LOCATION MAY VARY Ti MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWIN( ANY QUESTIONS ABOU`. DIMENSIONS, CONTACT DESIGNER. A5 7 80WL AND PIPES MUST BE CONTAINED WITHIN THIS AREA BATHROOM F X T U R E MOUNTING E E E V A T O N �L ^ HOT WATER SUPPLY &DRAIN LINE ( 1 SHALL BE INSULATED IF SKIRT NOT PROVIDED (TYP) NO SC � � a H ARCH TECTURAL NOTES:- 1. FIELD CONFIRM ALL DIMENSIONS• ~ � Q 2. ALL NEW INTERIOR WALL FINISHES TO BE PAINTED GYPSUM, 3. ALL NEW INTERIOR WALLS TO BE 2x4 @MAX. 24"o.c. w/ 3" BATT; 4. ALL NEW INTERIOR DOORS TO BE FLUSH S.C. ROTARY BIRCH PROFILE �. #1) w/ KNOCK -DOWN METAL FRAMES w/ MEDIUM BROWN STAIN FIN. �W ENSURE JOINTS ON FRAME ARE FLUSH 8c NON -VISIBLE AFTER PAINTING; „/ Q 5. ALL DOORS 8c FRAMES IN FIRE WALL TO BE LABELED MINIMUM 60 MIN.O � RATED w/ CLOSERS; C 6. DOOR HARDWARE TO BE LEVER TYPE, ADA COMPLIANT 8c BE BRUSHED oc CHROME FIN., W/ MED. DUTY COMMERCIAL USE, 1.5 PAIR BB. HINGES, � re S.STL KICK PLATES ALL DOORS OFF WAREHOUSE SPACE, BEST � oc CYLINDERS 8c STRIKES, MASTER KEYED. KEYSETS TO HAVE BOLT TYPE � STIKES; ALL ROOMS TO HAVE KEY SETS BUT RESTROOM TO HAVE NEW PRIVACY SET; 7. ENSURE BRAILLE 8c GENDER GRAPHICS OUTSIDE RESTROOMS DOORS; 8. CHECK WITH BUILDING LANDLORD FOR KNOX BOX AND PROVIDE ONE IN START DATE: 04.0z OWNER DESIGNATED LOCATION. No.REVISION/ISSUE DA- 10 1 ST_REVISION 06.1( 9. ADA RE.STROOM TO HAVE NEW VCT FLOORING w/ 4" VINYL BASE BOTH SIDES 2ND_REVISION 3RD_REVISION OF WALL � CLIENT; FLORIDA ENERGY CODE: � FERRA TEX ROOF R-VALUES OVER CONDITIONED SPACES: R-19; , I - �!,�� v zosaourrlcoROAD WALL R-VALUES OVER CONDITIONED SPACES: R-11; MCYCENrrEY,vaa3a7: (2) EXHAUST FANS &AIR FLOW THROUGH THE OVERHEAD DOORS PROVIDE FRESH AIR; EXISTING HVAC SYSTEM ACTIVATION OR REPAIR/REPLACEMENT IS NOT PART OF THESE E OF FAD 4 DOCUMENTS. ANY PENETRATIONS THROUGH FORE RATED WALL TO HAVE 1 HR FIRE RA ���T�l ; ARCHIV9 ED 9 �FF�;F"xf�L4Af6 A,"aD OPOSL� WORK. , P cru FIRE DAMPER &FIRE &SMOKE SEALED; a>;eSUBJECT ToI, oswscTlcNs " c Ret1UiRF."D BY PI[L HC1K?RS THA 002573 RAY BE NEC L�9Si� fi 01'4iYR T c�sj; . •;i�- FLORIDA PLUMBING CODE: Y WITH ALL Icb1sLE ®Es. FRFo - Rc,?` TABLE 403.1: WITH OCCUPANCY LOAD OF 36, THE FOLLOWING FIXTURES WILL BE REQUIRED: Licensed �,-260025 3 BUSINESS: (2)WC; (1) LAV.; (1) DRINKING FOUNTAIN. FACTORY: ABSORBED INTO THE ABOVE PLUS REQUIRES (1) SERVICE SINK. 0 NEW DRINKING FOUNTAIN &SERVICE SINK IS TO BE ADDED GENERAL ELECTRICAL NOTES- GENERAL NOTES CONTINUED; 33. SWITCHES SHALL BE SPECIFICATION GRADE 125 - 277 VOLT 20 AMP. 7kx 1. CONTRACTOR SHALL COORDINATE THE WORK WITH ALL OTHER TRADES TO AVOID ANY INTERFERENCE WITH OTHER WORK. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND ALL LOCAL CODES AND ORDINANCES IN A FIRST CLASS MANNER. AND ACCEPTED BY THE ENGINEER UPON COMPLETION OF THE JOB. 3. CONTRACTOR SHALL COORDINATE AND PAY (VIA THE BID) FOR ALL REQUIRED PERMITS, TESTS, INSURANCE (LIABILITY AND PROPERTY), AND INSPECTIONS. 4. DRAWINGS ARE DIAGRAMMATIC IN NATURE, SHOWING THE WORK TO BE COMPLETED. THEY ARE INTENDED TO SHOW A COMPLETE WORKING SYSTEM. ITEMS REASONABLYY INFERRED AS NECESSARY TO PROVIDE A COMLETE AND FUNCTIONING SYSTEM SHALL BE PROVIDED WHETHER SPECIFICALLY SHOWN OR NOT. ANY DISCREPANCEIES OR OMISSIONS IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE THE BID OR THEY WILL BE CONSIDERED PART OF THE BID. 5. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED FOR THE COMPLETION OF HIS WORK 6. THE WORD "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS INDICATES THE CONTRACTOR SHALL BOTH SUPPLY AND INSTALL. 7. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITIERS LABELS WHERE APPLICABLE. 8. CONTRACTOR SHALL OBTAIN APPROVED SUBMITTALS PRIOR TO ORDERING. SUBMITTALS SHALL BE COMPLETE (ONE SUBMITTAL PER DISCIPLINE, E.G. ELECTRICAL, PLUMBING, ETC) AND PREPARED BY THE ELECTRICAL CONTRACTOR. INCOMPLETE SUBMITTALS WILL BE RETURNED WITHOUT COMMENT. ANY PRODUCT OR EQUIPMENT MAY BE SUBMITTED FOR REVIEW, HOWEVER ONLY ONE SUBSTITUTION PER ITEM WILL BE CONSIDERED. IF A SUBSTITUTED PRODUCT OR EQUIPMENT ITEM IS REJECTED OR DEEMED NOT EQUAL THE SPECIFIED PRODUCT MUST BE PROVIDED. ONLY ONE MANUFACTURER PER ITEM GROUP IS PERMITTED. 9. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW WORK INDICATED ONTHE DRAWINGS. IF A PROBLEM OR OMISSIONN IS ENCOUNTERED IN FOLLOWING THE DRAWINGS THE CONTRACTOR SHALL NOTIY THE ARCHITECT AS SOON AS POSSIBLE AND CEASE WORK ON THAT PORTION OF THE WORK UNTIL THE ARCHITECT HAS GIVEN NEW DIRECTIONS. 10. THE CONTRACTOR SHALL VISIT THE JOBSITE AND FAMILIARIZE HIM/HERSELF WTIH ALL CONDITIONS INVOLVING ELECTRICAL AND COMMUNICATION INSTALLATIONS AND MAKE PROVISIONS TO THE COST OF THE BID. ALL EXISTING ELECTRICAL EQUIPMENT (WHETHER SHOWN ON DRAWINGS OR NOT) TO BE VERIFIED AS EXISTING AND USABLE BY THE CONTRACTOR. 11. CONTRACTOR SHALL PROVIDE STRICT COORDINATION WITH NEW EQUIPMENT AND FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE AND OTHER TRADES PRIOR TO CONSTRUCTION. 12. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. 13. WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITIES, OR SYSTEMS OR WHERE IT IS INICATED ON DRAWINGS TO REWORK AN EXISTING INSTALLATION, THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS REQUIRED TO INSTALL NEW WORK. ADDITONS TO THE CONTRACT COST WILL NOT BE ALLOWED DUE TO THE CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS AT THE SITE OF THE WORK. 14. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM THE TIME OF OCCUPANCY. ANY DEFECTS SHALL BE CORRECTED INCLUDING ANY DAMAGE TO OTHER DIVISIONS OF CONSTRUCTION WITHOUT ANY ADDITIONAL CHARGE TO THE OWNER. 15. UPON COMPLETION OF JOB ALL UNUSED ELECTRICAL EQUIPMENT (WHETHER PREVIOUSLY EXISTING OR NOT) SHALL BE REMOVED FROM JOBSITE. THIS INCLUDES BUT IS NOT LIMITED TO UNUSED WIRE, CONDUIT OTHER THAN DESIGNATED SPARES, LIGHTS, ETC. 16. A SET OF "RED -LINED" ELECTRICAL DRAWINGS SHALL BE CAREFULLY MAINTAINED AT THE JOB SITE. ACTUAL CONDITIONS ARE TO BE PUT ON THE DRAWINGS IN RED ON A DAILY BASIS SO THE DRAWINGS WILL CONTINUOUSLY SHOW LOCATIONS AND ROUTINGS OF PIPING, DUCTS, GRILLES, VALVES AND ANY EQUIPMENT SPECIFIED ON THE DRAWINGS ARE TO BE PROVIDED. THE "RED -LINED " DRAWINGS SHALL BE USED BY THE ENGINEER FOR THAT PURPOSE. 17. ALL PENETRATIONS THRU RATED WALLS OR FLOORS SHALL BE PROTECTED WITH EQUALLY FIRE RATED FOAM, CAULK OR PUTTY. 18. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. VERIFY CIRCUIT BREAKER SIZE WITH MANUFACTURES NAMEPLATE. 19. MAGNETIC MOTOR STARTERS SHALL BE COMBINATION TYPE WITH THERMAL OVERLOAD ON ALL PHASES, INTEGRAL FUSED SAFETY SWITCH, H-O-A SELECTOR SWITCH AND CONTROL TRANSFORMER. ALL MOTORS OVER 1/8 HP SHALL BE PROVIDED WITH THERMAL OVERLOAD PROTECTION. OVERLOAD PROTECTION INTEGRAL WITH MOTOR WINDINGS OR MOTOR CONTROLLER. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC WITH ALL RELAYS IN EACH HOT LEG. FRACTIONAL HP MOTORS SHALL BE EQUIPPED WITH TOGGLE -TYPE DISCONNECT SWITCH WITH THERMAL OVERLOAD. 20. PROVIDE GROUND FAULT PROTECTION ON ALL CIRCUITS SHOWN ON THE DRAWING WITH EITHER, GROUND FAULT INTERRUPTING BREAKERS, OR DEVICES. -CONTRACOR SHALL PROVIDE THE POWER COMPANY WITH COMPLETELY INSTALLED "AVAILABLE 21. ELECTRICAL SUB FAULT CURRENT" FORM. VERIFY REQUIRED A.I.C. FOR SERVICE ENTRANCE EQUIPMENT BEFORE ORDERING. 22. LOAD DATA IS BASED ON INFORMATION GIVEN DESIGNER AT THE TIME OF DESIGN. THE CONTRACTOR SHALL REVIEW NAMEPLATE INFORMATION AND MANUFACTURER SUPPLIED LITERATURE FOR ALL PIECES OF EQUIPMENT PRIOR TO ROUGH ELECTRICAL WIRING IN CLOSE COORDINATION WITH THE MECHANICAL CONTRACTOR, THE CONTRACTOR SHALL CHECK ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE AND AMPERES RATING PRIOR TO INSTALLATION. CIRCUITS SHOWN ON PLANS ARE USED TO DETERMINE LOAD DATA AND PANEL SIZE. THE CONTRACTOR SHALL PROVIDE CIRCUIT ROUTING TO SUIT THE JOB CONDITIONS. 23. THE ELECTRICAL SERVICE AND DISTRIBUTION OVERCURRENT PROTECTION SHALL BE SELECTED TO COMPLY WITH N.E.C. 110-9 & 10. ELECTRICAL SYSTEM TO BE GROUNDED AS REQUIRED BY THE LATEST N.E.C. AND LOCAL CODES. 24. A TYPEWRITTEN DIRECTORY SHALL BE MOUNTED ON THE INSIDE OF EACH PANEL DOOR SHOWING CIRCUIT NUMBERS AND COMPLETE DESCRIPTION OF EACH CIRCUIT. 25. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. 26. ALL WIRING SHALL BE THHN COPPER, MINIMUM SIZE #12 AWG IN 3/4" MIN. CONDUIT. 27. CONDUCTORS SHALL BE COLOR CODED AS FOLLOWS: 208VB SYSTEM 480V SYSTEM PHASE SEQUENCE NEUTRAL - WHITE NEUTRAL - WHITE ABC, TOP TO BOTTOM PHASE A - BLACK PHASE A - BROWN LEFT TO RIGHT, FRONT PHASE B - RED PHASE B - ORANGE TO BACK. PHASE C - BLUE PHASE C - YELLOW GRD.CON - GREEN GRD.CON - GREEN 28. ALL WIRING SHALL BE IN CONDUIT, TYPE EMT WITH SET -SCREW CONNECTORS INSIDE, ABOVE SLAB, OR BX CABLE. USE TYPE ENT WITH WATERPROOF CONNECTORS OUTSIDE ABOVE SLAB, AND SCHEDULE 40 PVC WITH WATERPROOF CONNECTORS BELOW GRADE OR UNDER SLAB. CONDUIT PENETRATING SLAB SHALL BE SCHEDULE 80 PVC. 29. UNDERGROUND CONDUITS NOT UNDER CONCRETE SLABS ARE TO BE BURIED AT LEAST TWO(2FEET) BELOW FINISHED GRADE FOR CIRCUITS RATED 600V OR LESS. WHERE BOXES ARE TO BE MOUNTED ON OPPOSITE SIDES OF WALLS, A MINIMUM SEPARATION OF 24 INCHES SHALL BE MAINTAINED. NO -THROUGH BOXES ARE PERMITTED. 30. UNDER NO CIRCUMSTANCES SHALL FEEDERS OR SERVICES BE SPLICED. E.C. TO MAKE SURE THAT THE SPECIFIED FEEDER SIZE WILL FIT IN THE CONDUIT PRIOR TO INSTALLING THE CONDUIT, REPORT ANY DISCREPANCY TO ENGINEER. 31. PROVIDE JUNCTION BOXES AS REQUIRED AND FEED ALL LIGHTING CIRCUITS THROUGH APPROPRIATE JUNCTION BOXES. 34. WHERE SWITCHES AND RECEPTACLES ARE LOCATED SIDE BY SIDE, THEY SHALL BE INSTALLED IN MULTI --GANG BOXES WITH MULTI -GANG COVER PLATES, CUSTOM MADE IF NECESSARY. 35. EMERGENCY LIGHTING AS INDICATED, SHALL PROVIDE A MINIMUM OF ONE FOOTCANDLE ALONG THE PATH OF EGRESS.LIGHTING FIXTURE SUPPLIER SHALL PROVIDE FOOTCANDLE PRINTOUT TO VERIFY EMERGENCY LIGHT LEVELS. 36. GENERAL DUTY RECEPTACLES SHALL BE 15 AMP, SPECIFICATION GRADE, 125 VOLT NEMA 5-15R CONFIGURATION. 37. SINGLE APPLIANCE TYPE RECEPTACLES SHALL BE IDENTICAL TO GENERAL DUTY EXCEPT RATED AT 20 AMPS. 38. PROVIDE ALL 20 AMP RATED WHITE COLORED SPEC GRADE WIRING DEVICES UNLESS OTHERWISE NOTED, WITH WHITE SPEC GRADE PLATES, JUNCTION BOXES AND PLASTER RINGS AS REQUIRED TO FACILITATE THE INSTALLATION OF FLUSH OR SURFACE MOUNTED DEVICES AS NOTED AND AS PROJECT CONDITIONS WARRANT. 39. BALANCE ALL LOADS AT THE END OF PROJECT WITH ALL LIGHTS ON. 40. A 200# NYLON PULL LINE SHALL BE INSTALLED IN ALL EMPTY CONDUITS. 41. CONDUCTOR PULLING TENSION SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATION. CONTRACTOR TO INSTALL EXTRA PULL BOXES AS REQUIRED TO MEET MANUF. REQUIREMENTS. 42. CONTRACTOR SHALL PROVIDE STRICT COORDINATION WITH NEW EQUIPMENT AND FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE AND OTHER TRADES PRIOR TO CONSTRUCTION. NEW OCATION: CIRC.I WIRE ICOND.I BKR. 7 THEeS PLANS AND ALL PROP0850 WORK 1' 3 AIRE SUBJECT TO ANY CORRECTIONS 15 REQUIRED BY FIELD NSPECIORS THAT 17 ?JAY BE NECMA%Y IN ORDER TO 19 COMPLY WITH ALL APPLICABLE CODES. 91 ELECTRICAL SYMBOL LEGEND SWITCH THERMOSTAT TO LIGHT CLG MNT �1 3-WAY SWITCH $3 DIRECT WIRE PH LIGHT FIXTURE FP1 DIMMER SWITCH $D PHONE T PULL SWITCH �J 3-WAY SWITCH $4 T.V. /COAXIAL RECESSED LIGHT CABLE CONNECTION �R, 110V OUTLET SMOKE DETECTOR sD �T} RECESSED LIGHT HALF -HOT OUTLET C) EXHAUST FAN ® VAPOR PROOF y1 220V OUTLET PANEL FLOOD LIGHT Dg 2Q GFI OUTLET EMERGENCY GFI 96" FLUOR SUSP.UTILITY FLOOD LIGHT W/ WP GFI OUTLET �p� BATTERY BACK-UP CEILING MOTION 0 F SENSOR T SIGN A/C DISCONNECT LIGHT FIXTURE LAY -IN, 48%24" BAITTERY BA K-UP M OPENER DOOR JUNCTION BOX 0 LIGHT FIXTURE WALL MOUNTED EXIT SIGN w E-LITES �_ FIRE EXTINGUISHER BATTERY BACK-UP x w TYPE 2A 1OBC ❑ X CIRCUIT NUMBER MOTOR & SYSTEM SCHEDULE: MOTORTSYSTEM HP AMPS DEMAND VA VOLTAGE PHASE REMARKS RESIN PUMP #1 5HP 17.5AMPS 6300 208 3 RESIN PUMP #2 5HP 17.5AMPS 6300 208 3 AGITATOR MTR 1 1HP 4.14AMPS 1490 208 3 AGITATOR MTR 2 1HP 4,14AMPS 1490 208 3 WATER PUMP #1 1HP 11.2AMPS 4032 208 220 1 WATER PUMP #2 1HP 11.2AMPS 4032 208 220 1 WATER HIR 91 30AMPS BRKR 4800 208 22 1 WATER HTR #2 30AMPS BRKR 4800 208 220 1 COOLING WTR PMP 15AMPS BRKR 400 120 1 COMPRESSOR SYST, 40AMPS BRKR 7500 208 3 WITH CHILLER CATA.MIX SYSTEM 30AMPS BRKR 1200 120 1 1 ON PANEL A CONVEYOR SYSTEM 30AMPS BRKR 6300 208 3 CONVEY. CN TRL. SYST. 10AMPS BRKR 1000 120 1 1 VACUUM SYSTEM 17.5AMPS 6330 208 3 TOTAL POWER LOAD: PANEL LC; 35,710/360 + 19,064/240 = 99.2A + 79.4A = 178.6A PLUS 1200 VA/240 ON PANEL 'A' = 5 AMPS N 2 SUPPLEMENTARY ELECTRICAL NOTES: 1. ALL LOAD CALC'S TO BE CHECKED BY FLORIDA LICENSED ELECTRICIAN; 2. ALL WORK TO FLORIDA ELECTRICAL CODE & REQUIREMENTS OF FPL; 3. (2) NEW WALL PACK EXTERIOR LIGHTS ADDED AS INDICATED; 4. NEW FIXTURES & CIRCUITS SHOWN w/ 'N' & 'R' IS FOR RELOCATE. EXISTING JUST SH 5. EXISTING 125A, 1-PH PANEL TO REMAIN. SEE PANEL DIAGRAM FOR CIRCUITS; 6. OVERHEAD SERVICE CHANGED TO UNDERGROUND & 400A RATING, 120/24OV, 3-PH, UNDERGROUND; 7. FOR ELECTRICAL, SEE SHOP DRAWINGS A7, AS & A9 BY OTHERS WHICH FORM PART THESE DOCUMENTS. 8. FOR TANKS & PIPING SEE SHOP DRAWING Al. A4, RP1 & HCP1. 9. TANK CONTAINMENT CONSTRUCTION DRAWINGS WILL BE ON A SEPARATE PERMIT. 10. FIRE ALARM SHOP DRAWINGS BY OTHERS; NEW PANEL 'A' (PA) MAIN BUILDING PANEL 120 24OV, 3PH, 4W LOAD CENTER ITE -OR -G.E. -OR- SQ. "D" SERVES LOAD kV/A SERVES A 0 B 0 C 0 ;ATALYST MIXING RM 2.8 - --- - - - SPARE SPARE - - - 2.8 - --- SPARE SPARE - - - SPARE SPARE - - - - - - SPARE SPARE --- --- SPARE SPARE - - - SPARE SPARE --- --- SPARE SPARE --- --- SPARE SPARE --- --- SPARE SPARE - 4.0 - - - - - - DISCONNECT FOR TRAILER REFRIDGE EXTERIOR PLUG-IN SPARE --- - 4.0 --- SPARE - - - --- - 4.0 400A, M.L.( 22,000 A.I.C. SURFACE MOUN- BKR.I COND1 WIRE 3 SPARE 1 - 12 1 --- EXISTING PANEL 'B' 2 125 1.5 1 SPARE - - - - 12 400A DISCONNECT TOTAL LOAD: 2.8+26.0+2.8+26.0+0+14.0=71.6 / 360 = 199.0 A SUPPLIED w/ RESIN OPERATING SYSTEM LOAD CENTER PANEL (LCP) 200A, M.L. 10,000 A.I.C. SURFACE MOUNT CIRCUITS PER SYS LOCATION: 120 208V, 3PH, 4W LOAD CENTER ITE -OR -G.E. -OR- SQ. "D° CIRC. WIRE COND. BKR. SERVES LOAD kC SERVES BKR, COND WIRE A� B� 0 Cad 1 12 3 4 3 20 AGITATOR MOTOR 1 0.3 0.3 --- --- AGITATOR MOTOR 2 X20 3 4 12 3 --- 0.3 0.3 --- 5 12 3 4 - - - - - - 0.3 0.3 7 2 20 TANK 1 WATER PUMP 0.4 0.4 - - - - - - TANK 2 WATER PUMP 2 20 3 4 12 _ g --- 0.4 0. --- II, 11 12 3 4 2 20 COOLING WATER PUMP --- --- 0.4 4.0 HEAT EXCHANGER A 2 40 3 4 8 _ 13 0.4 4.0 --- --- 15 8 3 4 2 40 HEAT EXCHANGER B - - - 4.0 2.7 - - - HEAT EXCH. COOLING X40 3 4 8 17 --- --- 4.0 2.7 - - 19 8 3 4 3 40 RESIN STATIC MIXER 2.7 2.7 --- --- 21 --- 2.7 1.1 --- CATY RESIN PUMPS 3 30 3 4 10 23 --- --- 2.7 1.1 25 12 344 20 CATY/RESIN LITES,CNTRL 0.7/1.1 --- --- 27 12 3 4 20 RESIN MIXER CONTROL --- 0.7 1.6 --- CONTROL PANEL 29 12 3 4 20 CONVYR LITES,CONTROL --- --- 0.7/2.1 VACUUM SYSTEM 3 30 3 4 10 31 10 3 4 3 30 CONVERYOR HYD. MTR 2.7 2.1 - --- 33 - - - 2.7/2.1 --- 35 --- _-- 2.7 - SPARE 37 SPARE --- --- SPARE 39 SPARE - - - --- --- SPARE I 41 SPARE - - - --- --- SPARE TOTAL LOAD: 7.2+10.6+10.8+8.2+10.8+10.2=57.8 / 360 = 160.5 A EXISTING PANEL 'B' (PB) DISTRIBUTION PANEL 125A, M.L. CI. 10,000 A.I.C. SURFACE MOUNTED 32 CIRCUITS-___ LOCATION: 120 24OV, 1PH, 3W LOAD CENTER ITE -OR -G.E. -OR- 8Q. "D" CIRC. WIRE COND. BKR. SERVES LOAD SERVES BKR. COND WIRE Clf A BA 1 8 3 4 2 40 CONDENSER 3000 4000 AHU 2 50 3 4 8 3 3000 4000 5 12 3 4 20 NEW ADA RESTROOM 350 1100 RECEPT. OFFICE 20 3 4 12 ___F> 7 1 12 ,5/4 20 FACTORY LIGHTS 300 900 OFFICE LIGHTS 20 3 4 12 9 1 12 3 4 20 FACTORY LIGHTS 300 1100 RECEPT, OFFICE 20 3 4 12 11 12 3 4 20 FACTORY LIGHTS 300 200 EXTERIOR LIGHTS 20 3 4 12 _ 1 13 12 3 4 20 UNISEX RESTROOM 350 400 EMERG LIGHTS 20 3 4 12 7 _ 15 12 344 20 RECEPT. OFFICE 1100 100 EXTERIOR LIGHTS 20 3 4 12 17 12 3 4 20 RECEPT. FACTORY SERVICE 1100 1200 EXHAUST FAN #1 20 3 4 12 19 1200 EXHAUST FAN #2 20 3 4 12 21 23 25 27 29 31 TOTAL LOAD: 9,800+14,200=24,000 / 240 = 100 A &, �a nnl' THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE At LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. z Q START DATE: 04.02.15 NO-REVISION/ISSUE DATE A 1ST -REVISION 06.10.15 2ND-REVISION 3RD_REVISION CLIENT: FERRA TEX 20520 UNICO ROAD MCKENNEY, VA 23872 &-i S,- iS' stK ADVANCED, , ARCHITECTUR . ; PLANNING C D pa. Raymond Chletlny Licensed Architect MA-26002573 32. JUNCTION BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET OR (2) SETS OF (4) 3/0 w/ (1) 1 /0 CU GRND IN EACH 2" SCHED. 80 COND. WORK TO NEC AND COMPLY WITH LOCAL CODES SEE PANEL DIAGRAM E-1. (3) #1 Cu GRND WIRE SCH ED. 80 w/ #6 CU IN 1.5" COND EXISTING 125A RATED PANEL, 120/24OV. 1—PH. LIGHTING PANEL LOAD CELLS TANK 2 LOAD CELLS aaaaaa aaaaaa ooggq aaaaaa ooggq ogogq T61 T62 703 THESE PLMS AND ALL PROPO65D WORK ARE SUBJECT TO ANY COPAECTICNS REQUIRED BY FIELD INSPHC70RS THAT NAY BE NECMAVY IN OROM TO COMPLY WITH ALL APPLICABLE CODES. T64 ...... ...... T65 T66 "N31PE Off GONT-ROL PANEL" FILE CO Alin i� THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AD LOCATION MAY VARY TO MEET MANUFACTURERS SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. START DATE: 04.02.15 NO.REVISION/ISSUE DATE 1ST REVISION 1 06.10.15 La 12ND_REVISION I I CLIENT: FERRA TEX 20520 UNICO ROAD MCKENNEY, VA 23872 ,�EOF FLO rNNING ED AURE • ED Ravy'nibntl.Eirtetlny Licensed Amhilect #AA-26002573 ELECT, RISER D AG, N.T.S. E 2 1 2 T 4 I I I , EXIT © I PB 0 30 32C34 17 PB 0 VACUUM SYSTEM NEW EXIT SIGN. I x ® I PB16 F7 =[71PB REPLACE FIRE EXTINGUISHER EXISTING LIGHTFIXTURE I �'' TYPE 2A 108C TYPICAL / I I PB16 I NEW WALL PACK LIGHT UNDER ROOF EAVE I • ;. NEW 400A, 120/24OV, 3-PH PANEL 'A' NEW 60A DISCON.w/ PB CORD & PLUG RECEPT 0 FOR TRUCK REFRIDGE R CATALYST F MIX ROOM 11 20 22 24 PA NEW 400A METER,-/r�- BOX & U/G SERVICE NEW TRANSFORMER, 120/240V TO 120/208V, 3-PH LCP IO `5) j " Lu 0 H Q Z W Q V x W U LCP II A li RESIN MIXER LCP 19 21 23 �rmm --. 1,N�lj PB® J� > EXHAUST FAN#2 PB® j EXHAUST FAN#1 \ \ � D I I NEW EXIT SIGN. / PB m ROLLER BEDP13 PB --_ PB NEW POWER FEED 8c ROLLER BED FOR PLASTIC MOLDING 5 LCP - PB 0. . /NEW LOAD' 'NEW CONTROL CONTROL PANEL A5 DOUBLE SAFETY SWITCH FOR (2) RESIN PUMPS & RESIN MIXER CONTAINMENT STRUCTURE DRAWINGS UNDER SEPARATE PERMIT RESIN PUMP RESIN TANK 2 2 Z4 Z61 O LCP 0 RESIN AGITATOR 0 PB NEW WALL PACK LIGHT UNDER ROOF EAVE RESIN TANK 1 2 Z 24 Z 26 1 3 5 LCP 3 ® LCIP o RESIN Z Q RESIN PUMP 1 I� J.B. J.B. SHOWN HERE FOR ELECTRICAL PERMIT & NOT CONTAINMENT CONTAINMENT PLAN SEE CIVIL PLAN FOR LOCATION SCALE: 1/4 =1 -0 ❑o I� EI XITI PB ELECTRICAL Fil 0 PB F PB F rPB OOPB PB 1©PB \ lMPB PB PB PB F PB F 3 ® 2 4 PB © �HU 17\ 1 PB I I � I ❑� F71 1 �� �% cJ®PB Illp ❑ PB rq Y �1aPB �- 125A, 12( 1-PH P/ C PB F ® PB m 10 PB FJj.PB 0 PLAN SCALE: 1/4 " =1 0 I / / I ■ :o Ell THESE PLANS AND AUECTIOSED WORK ARE SUBJECT TO ANONSRE"IRED BYFIELD ORSTHATMAY BE NECESSARYRTOOMPLYWITHALLAPE CODES. -';SEE LEGEND PAGE E FILE C a nn�'� (772)631-5709 AA260l THESE DRAWINGS CON ARCHITECTURAL SYMB USED FOR GRAPHI PURPOSES ONLY. SIZ LOCATION MAY VARY MEET MANUFACTURE] SPECIFICATIONS. DO NOT SCALE DRAW] ANY QUESTIONS ABO DIMENSIONS, CONTA( DESIGNER. START DATE: 04.0 N O.IREM SION /ISSUE7 DP 1ST -REVISION 106.1 2ND-REVISION 07.1 CLIENT: FERRA TEX 20520 UNICO ROAD MCKENNEY, VA 2387 OF F(O sev AI VANCED , ARC TECTURE • PLA INING AA- 6002573 . V a D YLicensed Raymond Chlatlny Amhitec #AA 26002573 E3 TIM LEGEND TO PAGE E=3 ID 5 HP hazardous location resin pump motor. This will need to have a Non -fuse safety switch installed. This pump will be hooked to a Double Throw Safety 5witch,(Please see note NI) This is for Tank I / Pump I - Please see drawing 5M-1697-IIIA-A7 - 5 hp 7-05v / 3 Phase / 17.5 FLA A RPM Counter for hazardous location and need to be wired with 3/6onductor 15 AW6 shielded cable. This wi I I need to hooked to terminals II-IZ-13 in Interface A9 on the Static Mixer. This counter is for Tank I / Pump 1. Please see shop drawing 5M-1697-III4-AT 5 HP hazardous location resin pump motor. This will need to have a Non -fuse safety switch installed. This pump will be hooked to a Double Throw Safety 5witch,(Please see note NI) This is for Tank 2 / Pump 2 - Please see shop drawing SM-1697-111447 - 5 Hp 205v / 3 Phase / 17.5 FLA 2 RPM Counter for hazardous location and need to be wired with 3/6onductor 15 AWG shielded cable. This wi I I need to hooked to terminals 14-15--16 in Interface A9 on the Static Mixer. This counter is for Tank 2 / Pump Z. Please see shop drawing 5M-I697-111447. NI This is a Double Throw Safety Switch, 30A,240VA6 that will tie the Static Mixer A9 terminals 6-7-5 to the 2 resin pumps #1 & #2. Ti s switch is I i ke a Square D DTU321. 0 I HP hazardous location agitator motor Tank 1. This will need to have a fusible safety switch installed. This motor will be hooked to terminals I-2-3 in InterFace-I on load center control panel. This motor is 205 Volt three phase. Please see drawing E5. I Hp. 205 Volt / 3 Phase / 4.14 FLA nI HP hazardous location agitator motor Tank 2. This will need to have a fusible safety switch installed. This motor will be hooked to terminals 4-5-6 in InterFace-1 on load center control panel. This motor is 205 Volt three phase. Please see drawing E5. I Hp. 205 Volt / 3 Phase 14.14 FLA 2 These are junction boxes for the load cel I hook-ups. Number II is for Tank I and 12 for Tank 2. This is in a Glass I Division II Group D location. this will need to be supplied. 3 These are the load cells for tank 1, they will need to be hook-up as follows: L 1 n k the + EXCITATION (30) to the + SENSE (29) from t h e interface I load center control panel to t h e GREEN + EXCITATION from t h e the load cel Is. Then I ink the - EXCITATION (24) to the - SENSE (25) from the interface I load center control panel with the �LAGK - EXCITATION from t h e load cel Is. Now hook the + 616NAL (26) from t h e interface I A-5 to t h e WHITE + SIGNAL wires from the load cel Is. Last hook the - 5I0NAL (25) from the interface I A-5 to the RED - 51ONAL wires from the load cel Is. The shields hook up to terminal 27 in Interface I load center control panel. Electricians should be careful when wiring the cells to the junction box 11, the 9 foot wires are made up inside the cells and can be twisted off. The cells wire from Interface I load center control panel to junction box 12. This will need to be ran in General C a b l e/Ga r o l 15 r a n d# 66047A. T h e terminals a r e 2A-25-26-27-2Pr29-30 for t h e resin tank I. The cells are intrinsically safe with CSA,FM, and CE approved. Please see drawing E5. These are the load cells for tank 2, they will need to be hook-up as follows: Link the + EXCITATION (37) to the + SENSE (36) from t h e interface I load center control panel to t h e GREEN + EXCITATION from t h e l o a Then I ink the - EXCITATION (31) to the - SENSE (32) from the interface I load center control panel with the f5LA6K - EXCITATION from t load cel Is. Now hook the + SIGNAL (33) from the interface I load center control panel to the WHITE + SIGNAL wires from the load c Last hook the - SIGNAL (35) from the interface I load center control panel to the RED - 510NAL wires from the load cel Is. The shields hook up to terminal 34 in Interface I load center control panel. I HP TEFC tank I water pump. This motor will hook to terminals 7-5 in InterFace-I on load center control panel. This is a 205 vo I t s i ng l e phase motor. PI ease see drawing E5. I Hp. 205/220 Volt / Single Phase / 11.2 FLA I HP TEI=6 tank 2 water pump. This motor wi I I hook to terminals 9-10 i n Interface -I on load center control panel. This is a W5 volt single phase motor. Please see drawing E5. 5 I Hp. 205/220 Volt / Single Phase / 111 FLA OThese are RTD (Resistance Temperature Devices) that wire out of Interface I on load center control panel Interface I terminals A -A, F-F, G-G for resin tank I. These sensors will be ran in General Cable/Carol f5rand # 6,K47A wire. These sensors are in a 61 ass I Div is ion II Group D I ocat ion as per NE6-70--504-2. The RTDs are a simple apparatus. Please see drawing E5 & E6. ® These are RTD (Resistance Temperature Devices) that wire out of Interface I on load center control panel. Interface terminals f5-15, H-H, 1-1 for resin tank 2. These sensors will be ran in General Cable/Carol f5rand # 6,K47A wire. These sensors are in a Class I Division II Group D location as per NEC-70-504-2. The RTDs are a simple apparatus. Please see drawing E5 & E6. These are RTD (Resistance Temperature Devices) that wire out of Interface I on load center control panel. Interface terminals C-C, D-D, E-E for heat exchanger. These sensors will be ran in General Cable/Carol Brand # 66047A wire. These sensors are in a Class I Division II Group D location as per NE6-70-504-2. The RTDs are a simple apparatus. Please see drawing E5 & E6. 10 These are (2) 205/220 Volt / 40 Amp / 2 pole water heaters A and P that wire from Interface I load center control panel. Heater A wi I I hook to control panel terminals 13-14 & i3 wi I I hook to terminals 15-16. These will need a fusible disconnect switch. Please see drawing E5. Electricians should be careful when wiring the cells to the junction box 12, the 9 foot wires are made up inside the cells and can be twisted off. The cells wire from Interface I load center control panel to junction box 13. This will need to be ran in General Gable/Carol f5rand # 66047A. The terminals are 31-32-33-34-35-36-39 for the resin tank 2. The cells are intrinsically safe with 65A, FM, and CE approved. Please see drawing E5. This is the catalyst mixing room system, it will need to be feed with 30 amps of I20 volt single phase. I� This is the conveyor system, this unit will need to be feed with 30 Amps of 205v 3 phase and 15 Amps of 120v for control power. 5 Hp. 205v / 3 Phase / 17.5 FLA - See Drawing CP-1697-1114-A5. This is the Vacuum system, this unit will need to be feed with 30 Amps of 205v 3 phase. 5 Hp. 205v / 3 Phase / 17.5 FLA A5 This is the main control panel for the bulk resin storage system. Please see drawing E5 & E6. This is Interface A-9 for Static Mixer. This will need to be feed from control panel with the breakers that are provided. The 3 pole 40 Amp breaker will hook up to terminals 1-2-3 and a single pole 20 Amp breaker to 4 with 5 being the neutral. Terminals 6-7-5 in Interface A9 will hook to the Double Throw Switch #NI. Terminals 9-10 can be hook to a noraley closed set of contacts in your fire alarm system. If not used just jump these together. Terminal s II-I243 & 14-15-16 i n Interface A9 please see notes #IA & #2A, these need to be wi red with 3/6onductor 15 AW6 shielded cab I Please see shop drawing 6M-1697-III4-AT © This is the load center for the system, it will need to be feed with 200 amps of I20/205 volt three phase. Chiller The This control wires main power to this Unit is fed by 40A from Interface I on unit is from terminals & 15A, 205V, 3phase load power. center control panel, 17-I5-19 on load center A fusible disconnect terminals 20-21-22-23 will wire to CCP terminals-2-3-4. control panel to LI-L2-0 in the CCP. switch wi I I be needed for this. The Hoo k-U chiller p water pump a r e as follows: wires from Interface I 11=5; 12=6; 17=LI; 15=L2; 19=L3 load center control panel, 20=1; ZI=2; 22=3; 23=4. Please terminals II-I2 to CGP terminals 5-6. s e e d r a w i n g5 E5 a n d shop drawing f o r this chi l l e r on i1E-697-I 14 A9. FILE COP THESE 7LANS AiND ALL PROPOSSO WORK ARE SUBJECT TO ANY COPAECTIONS REQUIRED BY FIELD NSPEC70MS THAT MAY BE NECt%AIIY IN OALW TO COMPLY WITH ALL APPLICABLE CODES. Ia n ILL THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AT LOCATION MAY VARY TO MEET MANUFACTURERS SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. START DATE: 04.02.15 NO.REMSION/ISSUE DATE 1ST -REVISION 06.10.15 2ND_REVISION CLIENT: FERRA TEX 20520 UNICO ROAD MCKENNEY, VA 23872 '�� OF'FLOR�O y ADVAN CTURE & `, P ING LL -p , AA' 573 , < E4 NVI., of C `5E1= NOT-E #5 7 15 AMP ,4� 3 �. 5 AMP M2 15 AMP GI � F 15 AMP C2 9 40 AMP G4 14 40 AMP 65 15 17 40 AMP 15 20 15 AMP G3 II 13 15 AMP 19 El PHASE 4 RELAY 5 PHI 15 AMP AMI !3Y OTHERS AM2 IF-1 13Y OTHERS — 5 AM3 IF_I 6Y OTHERS n 7 - - - - - ftP TANK �J g WATER PUMP AMA IF-1 13Y OTHERS �Jt 9 - - - - - I TIP TANK 2 WATER PUMP AM6 IF -I 13Y OTHERS — 3 •� — — — — — WATER HEAT 14 - - - - - HEAT EXCHANGER A HEATING AM7 IF-1 i3Y OTHERS 15 HEAT - - - - - J WATER EXCHANGER 16 13 HEATING Y OTHERS HEAT EXCHANGER GOOLINO AM5 IF -I CONTROL UNIT IS - - -✓• �- - L2 AM5 IF -I f�Y OTHERS I I I I W I I I I I 5 15 L- 6 SEE DRAWING 1IE-I697-III-4-A43 I PLI XI , W X2 I CONTROL POWER LIGHT PHASE CONTROL RELAY PHASE LIGHT GRI-I TDI-I ` PL3 9 5 I 3 XI,��X2 ssl-I MI-1 TANK I 4 05 Al &A�l 96 �' AGITATOR CONTROL •� ssl-2 GI -I 3 4 64 7 TD 2 MI-2 U/ PL4 TANK I TOR 798 XI , R X2 /7kAI=IAA t?Arr. GRI-2 TD2-I ` / PL5 Io 6 3 xl,0�x• 2 S52- M2- 63 96 TANK 2 M2 AGITATOR GONTRGL 4 Al A2 •I• G2-I � SS2-2 TD2 3 4 64 7 2 I / PL6 TANK 2 98 XI D }`�fX2 AGITATOR 07 ..OVERLOAD LIGHT IN u GR3-I 9 5 GR5- ,9 5 'q SS3-I 13 •I• 3 .4 SS3-2 13 14 IF- GGP GR6 GGP IF -I -f�l HEAT EXCHANGER IF -I GGP Z4V IF-1 COOLING 3 f GGP SYSTEM XIS �C2 CONTROL I 6 13U 14 554 SSA 4 r •I' GR2-2 TG3-I 3 4 to •( 9 S GR3-2 TC4-I SS5 to •6 9 8 Ss5-I 3 4 •I• GR2-3 TG5-I 3 4 II 7 5 5 GR3-3 TG6-I II •7 9✓ 5 IF -I F— �olor (,ode—Inonel �\ Z 12 3 4 5 G 7 + c� i +7 + � � � I IF -I 2425 2G 27 28 29 30 24252627252930 CELLS �I IF -I fl- 505T s-2 �olar Gode In�anel �\ u 1 2 3 4 5 6 E \ FI 2 3 4 5 6 7 'D 3 3 F- 3 32 33 3k 35 36 37 31 34 17L�J—I—LLJ ��—CELLS 63 13 U 14 13 U 14 TANK LOAF DELL KZ REAP -OUT TANK 2 LOAD CELL K2 READ-OUT I �-; I NOTE #3 HEATING HEAT EXCHANGER COOLING CONTROL NOTE #3 HEAT EXCHANGER WATER PUMP HEAT EXCHANGER HEAT CONTROL HEAT EXCHANGER COOLING CONTROL HEAT EXCHANGER HEATING GONTAGTORS HEAT EXCHANGER HEATING LIGHT TANK I TEMP. CONTROL N TANK 2 TEMP. CONTROL THESE rLAIS AND ALL PROPO&50 ARE SUBJECT TO ANY CORRECTI REQUIRED BY P.IELD NSAECXRS MAY BE NEC?%AltY IN Olga COMPLY WITH ALL APPLICAIaLE CC ARCHITEC $L , THESE DRAWINGS CONTAIN ARCHITECTURAL SYMBOLS USED FOR GRAPHIC PURPOSES ONLY. SIZE AF LOCATION MAY VARY TO MEET MANUFACTURER'S SPECIFICATIONS. DO NOT SCALE DRAWINGS. ANY QUESTIONS ABOUT DIMENSIONS, CONTACT DESIGNER. n U W � w 00 00 tn Wv rW � F� O O V r� START DATE: 04.02.15 NO.REVISION/ISSUE DATE 0 1ST -REVISION 06.10.15 2ND—REVISION 3RD—REVISION CLIENT: FERRA TEX 20520 UNICO ROAD MCKENNEY, VA 23872 - .�� OF FL c k ECTURE & P NNING L -26 ti Raymond Chladny Licensed Architect#AA-26002573 E5