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HomeMy WebLinkAboutELECTRIC WIRING DIAGRAMREVISIONS BY 1Q Q2 0 4Q Q5 0 Q Q Q 10 11 12 13 14 15 g 17 g 19 g 21 22 23 24 25 26 27 28 29 30 31 g 33 34 35 m m m ® o m m m m m m ® m m m ® m m m m m m ® ® ® ® m ® ® m C ADDED GEL R00 ® ® m m m ® ® m m m m m m m m m m m m m m m ® m m m m m m • O =Q❑ w Janitoria n Women Electrical u® 0 0 0 0 0 Break Room Mz Data Men LLI Lu yd F LJ (3) 4/0 CU, (1) #4 CU NORTH IN 2" C. EQUIPMENT LOCATION PLAN 485 1 7 N TS 495' REVIEWED FOR 0(,).E COMPLIANCE 495 COUNTY .:., socc RAU-G2 125 EF-G3 EF-G4 RAU-G2 EF-G3 40 FMECH: UNTY E F- G 4 40 EW EXIST. MDP (3) #1 CU, (1) #6 CU N 1 1/2" C EQUIPMENT ELECTRIC WIRING DIAGRA DATE: N TS n Q 0 O 0 o 0 LL C�nJ v M Q O— O Oc) m r J J F— Ld U CDU)w U pew Q Q LJ_ O L- DRAWT') CHECKED DATE 0921 JOB NO. SHEET E-1 OF ONE v A Iti D E (V o EL Z 4� 4� 'E0 "TR 0. Q) 0 a = 4. :5 t E:5 430 U*) v WOW 0-0 4- A "M G 0 ro g,4 G4' 2 0 ro 0 E L�S - w Ln 0 E m> .2 ON C T MIA. IIESIG' R M A-11, E 0 a) T i 4� (0U- cL) 4Ec-:1 "nl T0 F THUR1NOh - �47A 5 REE 3NE FOUNDATI,NLo n65 -0 C, 's 41, —UT E Dll­ 7 7 NOT THE RESPONSIEtll .17, )r, F S� > A it T, 7 n i w c, F ,v HE 170" ovi F?N�, T'S d" 2 u 41 0 C). .2 -0 o. Cc: S Lf IT ANCHORS 1INDYCAT" -17 TIONS OF EXISTING V k E :E u 4­1 C) q- Sf-"-, Impo"R5 Tri.-ACTOR: CON DITTO AS Llf,`?W). THESE A!%SUMPTT0,Nq AP7 'k, U W 3: w o V) o Q) > 4 SPECTT.Al_ AC4`"_ 1,10 -,FS Tf L "L k S I N TH, E "E" ORDER e�OR G '51 ai� R F ED Y 1) 71I B PLATES AND ANE. I ! PLS�X!S`FNG COINI 0 N!, ZoDu THE OWNER W oxuo2NG0T17 F p. Y,� 'k 11 PRIOR TO FA b k 0 c SpEr-71-1 A 41 lgz� - Mr E u 0 J� > =0 1/4"0 SCREW ANCFV,, f n FWALT) S 3OLT+ -0 SO z, • 1, ""0 SECURE o SCREW ANCFP..F,, F "i o T 2 0 SEISMIC Clz,T EGORY: A PANELS TO CONCRETE', r- D f W 4z"- D I I NALT%ANCHOR, r-' < S E I S Mil L, R C E - R F S I S -1 iill`-6 F M S,� 1/4"0 HILTI Cc: SCREW ANCHORS EMBEDD En 115,1116" PER E 0-- Z CL 0 STEEL SY5­',l--,-,o�, 1531 a�L�, R Nt `,A� L Z-0 HAVE ICC ESR-3027 N " Arlo PPAEClFl­'­l,�"yDETA­' SEISMIC k A. `Vv'Al LjbAY IS REQUIRED E cL �,AY, U'RUESS llf-,�DTED OTHERWISE. EACH, V!ALL 0 .2 6 I IMN ANCHORSAT rE, EXLLUU'i�.,­� 0 14MOP cl HA�lANCH�i FREt OFZ0 R N A " wnA HAVE (1) z U.).q) o w b 0 r t 0 4-- -0 >, 0 `7,75MIL RESPG' "T f MlNJMUW%l OF (2) ANCHIA R, P1 i`TZ 7 A 7 P E S, fo .4., -1, C-1 CL m J Fn� 517F DE TAILS FOR A001,"ll"I'l _4A L I G'H T - F i A` W If T ll _'A R P A i`41 Ak.l OTHER lk, "S k 2 0 46 A fo MA".'F.',' "ALz'3 iNFORMATION. FAPPRJVLDANLhK��. 0 P R, 71", A 7 U- 0 U.�, a Q= A, I f",NCHOR AND WITH A" OR GREATER �C47D IN LIEU OF THE ANI_ ALI. 01H C,S 127 REPORT MAY 7� G 6L""' NOTLIMI E NIZ- ov- REF,77� T D TO EDGE D x 'r% SHALL bk CONSkUkk` 'F0 RC E P i­,,,,,`-,,ANEV RE \j, 4ZZ BASIC 158 00%,", A\ 0.-*o 0 LL A�- o4z=� v N'14U- Lo 0 c%aQs `4L'�`,A�T IS TTOO R ONLY IL STACKS 3/8"0 WEDGE PNCHOR - 3/8"0 POWERS (L _fuD_j- SD-j Z cm R W WEDGE ANCHORS FMBEDI`,,�` "Wr N" T M I I M P E R I L L L 5 8 F 0 R NDS) < 0. 0 B .2, STUD4� S 4 U I L11, G 0 Ry 7 0 0 R D OUTOOR "SE, USE ' 31/8,10 POWER -0-A z .0 Ca cco �7Y "1 0 S u R E k, WlE,,DG;,: APN,451 I EMBEDDED 2" MINI 1,N LIEU k P PSr (DEWALf' IL.TIKWIKB( ATERAL L F) 5 RS H Ll" TZ 0 L� )Ans: 5 E L El "AfEr"CE ANCHORS EV'REDDED 2" MINIMUM IN AINLES5 HILTI ��,L I T "A J "rz SHALL BE USFnl FOR b�`J US ED. STS K' Z�'rAFF rOW)OF) OUT DOOR 07ONDITTON, . SEE DrFl ,,,,R W)MISER, OF AN0 ookS KIM L3 `SF (WAlr.Sl !"An, T 1 VN,`­T'A�� Al! 4 C R, ONALINFG, Al q, PL 0 IUI�ALIURERL'SRL�,, A, PREAPPROVEU AN BOOTH kll­0'F !,,7VF 1,,,0AUS: 1,41jAt, 79F "7,FAM A Ck"t "ACIT" 7­1 TO 0R,'-, 6 L, A D; S',, I n. n M, BES A'i i4l i.� T n,, ANlrHOP A MIt WITH A CURRENT MAY BE USEIN LIEU 7 Tg,l�r N T ANCHOR SPFrTFIED, ALL OTi-',Ek RES e7-,Tr_,TT0NS i YN(lklun T Jl� NN HALi 3.110'r, LIMTTFn,, TO EDGE 100 f SL E r rk Ru, c�,# ro i; vp rA CA_�,T$L ON ISr" A 43F� 014 THE FOLL SPECIFI -s- w � Q ASSU'i'VUP`k�IIONS CCNOF EX'l"S'v.4lNG CONDITIONS" V MINIMUM 'C"C"N' PRESSIVE STRU I 'IS 2,3 00 za � 4 Lu EPT , 5 L(,j-FOB:.FID STEEAIII,� Lu u) > ED 5-57F CE I M EETS TH E RF0 7,arN k Lu LA11'rS7 AISI SPECK i X 10 N Fe, Z I _1 "D E S I r3 IN 0 A c Lu FEk. STRUCTURAL M-l',MBERS. ALL COLE R''2a_- 4,,.,Qr4l,MERClAL GRADE WITH . YIELD STRYNGFISI ES", k­NGTH OF 40 KSII A STRUJ­V�k­,L 'Ll' Li ALL STRUCTURAL STEEL FABRICATION A7qD C0iNSf`R,0C`%,­lON (!) S z ry w,w W ry COMPLY WITH THE ZE ALL STEEP., A-4.A6. EXCEPT AS FOLLOWS, 0 -77 49TM A53 GRADE 61, ', ARF A335-N AWb S IA, LL. uj u WELL,41NG�, Q� LU WELDERS rURRENTVALTD CURRENT EXPERIENCE IN TYPL 4.A- STRUCTURAL STEEL Wr`,.,` "'YM! r-1, ANT ' 11 ow Inia u � LA i T v- L, u') "V. i_u �_n, _', '.,_ 4 'j" AND E60 FOR LIGHT G; SvE�"n., ",041ELDIN(i ST Vq CON lCiiik' 5-TRUCTURAL. WERAEDING CO"' D1.1, CUR,, L_ uj L0 V) 0 CL_ (Z— 0 LA, -Z .4- 71- 0 0 Eu- 0 Lu u 0 Ln REVIEWED FOR ORDER/SERIAL NUMBER CODE COMPLIANCE ST. LUCIE COUNTY DRAWING SET REVISION BOCC si. A DRAWING GSN-NOTES *ls m 7V A B c D 1. BOOTH ROOF STEEL BEAM - W8x10. 1. STEEL BEAM, -0 "o- 'b 1. SINGLE SKIN WALL PANEL. .2 Ln 'n 1. SINGLE SKIN WALL PANEL. 0 =; . 2 'Z' Cl o-, 0 2. STEEL COLUMN W8xl3. 2. STEEL COLUMN. 4" -io 2. FILTER RACK FRAMING. lo (IV 4.1 2 4 2. SINGLE SKIN BOOTH ROOF PANEL. 3 (A E 4- E I'S 3 7 4 >-Ag 3. 1/4" TOP FLANGE PLATE. 3. 18 GA STRUT. 3/16 3- 2x2xl4 GA TIE ANGLE, z fo b.0 fo 2 .2 >v " 4. ALL 1/20 BOLTS SHALL BE -\�� g, 2 4w� 4. (2) 5/16"0 A307 BOLTS. 0 4. 5/16"0 BOLTS AT 6" O.C. TYPICAL fo -f"g P 2 LE3A INSTALLED USING STANDARD m 0 09/16" WHERE SHOWN. C) ul E c: Ln ROUND HOLES PER THE 5. (1) 5/16"0 A307 BOLT. (0 E" �' >' 0 �n f) a LATEST AISC SPECIFICATION. LA U) A A u- = E 0 41 E 5. 1/4" BOTTOM FLANGE PLATE. 32c, b u fo Zn -- - --' 6. 1/4" COLUMN STIFFENER PLATE. 0> c:T 'Eu fu 00 t 0 2cn B B a CL fco In fa C E u 723 fo Q) >� Ll �� 01, � 7. (2) ROWS OF BOLTS. (3) ROWS -0 1 5 1 SHOWN FOR REFERENCE. 3 0) b so -ow'� s 'n , ,, -s :� > 3/16 EQ EQ 8. LOCATE ON BEAM GAUGE SEE BEAM 3/16 GAUGE DETAIL (LE213). LE8A -L--VA--L ' - 9, WIDTH TO MATCH LEAST OF BEAM 00 U).'fu P n -4: = L=l � FLANGE WIDTH OR COLUMN FLANGE fo -:� !-- 0 "Vlo) ol WIDTH. Go CA fu ' �f) 3: � 2.2 >' 0 CL E _0 c: ce m- 10 N < 10. 1/4" SHEAR TAB. SEE BOLTED = u.E-2 CC) C 4-; fa 1 1/4" A" TYP CONNECTION DETAIL (LE2A) FOR o 00 E 0 -- 2 LQn) u wl� Aj Z x) E cl oca MOMENT FRAME (BOLTED FLANGE PLATE) BOLT AND BOLT SPACING WALL/ROOF TIE 8 0= �-= 8 2 LE15A REQUIREMENTS. DF4A FILTER PACK TO WALL STRUT u SS### DF3C VA 000 -0 S '�= 8 SS### 4 U- SS### 0 Lu u 1. STEEL COLUMN. 0 0 -E o 11, 2" TOP AND BOTTOM & 1 1/2" AT 6" (u 1. FILTER RACK FRAMING. 4� fu O.C. MAX IN BETWEEN. 1. SINGLE SKIN PANEL. 0 a-s; = w 015 2. SEE 3/8"0 WEDGE ANCHOR NOTES 2 1/2" (D V-1 co o 0 - ON GSN. 1 13" TYP 8 2. 5/16"0 A307 BOLTS AT 6" O.C. 2. 5/16"0 A307 BOLTS AT 6" O.C. u- -10-1 U 4-1 0 Typ. 3. EXISTING SLAB ON GRADE. 4" MIN SECTION B-13 CONCRETE THICKNESS. VERIFICATION OF SLAB NOT BY GFS. Esow 2 "w 3/16 11/2 Lo 0 1 1/4" L rN ;mu� c5l 4. 2 3/4" TO ALLOW FOR PANEL cm LLB co W ZO INSTALLATION. z 0. 0 A" TY " : �- R" '. -, p :co % .0 co '< Lu Z 5. L3x3xl/4 x 2 1/2" LONG. 2 co Z' -'. oz <. - •,®®p, .. P®,�• ° ° r14 6. L3x3xl/4 x 6" LONG. 0 0 0 0 0 0 0 1p &-siwLl' P 8 ?16 2 1/2" 1311 TYP 8 1/8 EQ EQ 10 SECTION A -A 3/ iff 4" SCALE rl 0 3" Fo] 0 0 LE3A DF4B fFLANGE PLATE MOMENT CONNECTION FILTER RACK SS### DF1 PANEL TO PANEL CONNECTION SS### SS### ) NOMINAL BEAM NUMBER OF SPACING OF 1. 1/2"0 A325-N BOLTS. 1. FILTER RACK. A 1. MAY NEED TO REMOVE BOLT & NUT Lu SECTION A -A SECTION B-B DEPTH "D" BOLTS BOLTS 2. ALL BOLTS SHALL BE INSTALLED 2. FLOOR CHANNEL. FIELD DRILL AS 4 FOR INSTALLATION OF ANCHOR. I<-- USING STANDARD 09/16" ROUND NECESSARY FOR ANCHOR in HOLES. INSTALLATION 4 2. SEE 1/4"0 SCREW ANCHOR NOTES ui z 3: UP TO 7" 2 3" 0 ON GSN. -j U-) ui Lu Lu 0 u W6..& WS W10 & BI 8" 2 3" 3. MINIMUM 1 1/4" EDGE DISTANCES. 3. SEE 1/4"0 SCREW ANCHOR NOTE 3. EXISTING SLAB ON GRADE. 4" MIN Lo 0 ON GSN. CONCRETE THICKNESS. V/1 1®" 3 VERIFICATION OF SLAB NOT BY GFS. 2 1/2" 4. EXISTING SLAB ON GRADE. 4" MIN CONCRETE THICKNESS. 4. SINGLE SKIN PANEL. 12" 3 3" VERIFICATION OF SLAB NOT BY GFS. 2 A 2 5. BASE TIE ANGLE 3/16 3116V 14" 4 2 1/2" 2 1/2" 2 16" 4cYi' 3" z I'D 1 1/4" 3 0 3/16/4 4 3/16/ A A B B 18" 5 3" 21" 6 3" W 3 u- A 3 v 24" TO 27" 7 3" 0 u 2 0 u 2 5 2 6 C)� 79OPTION A OPTION B 30" 8 3" SECTION A -A LLJ SSO�LU�MN TO �SLA�BC�ONN�EC�IIO�N....... BOLTED CONNECTIONSFILTER R RACK T O�S L �AB CONNECTION PANEL OR TIE ANGLE TO SLAB CONNECTION LE2A ssff#�U-) SS### DF5A Lu Lo 0 s SS### cn 3/4" ol 1. SEE 1/4"0 SCREW ANCHOR NOTES 1. BOLT LOCATION. > qq- u- ON GSN. 2. EXISTING SLAB ON GRADE 4" MIN rr) CONCRETE THICKNESS VERIFICATION OF SLAB IS NOT BY GFS. 3. DOORJAMB - L3x3xl/4 ANGLE. FLANGE WIDTH BEAM GAUGE BEAM SECTION A -A 4. BASE ANGLE - L3x2x3/16 (LLH) x 2 GAUGE 3/16 1/2" LONG. 4" 2 1/4" 5" TO 5 3/4" 2 3/4" -L < 6" TO 7 5/8" 3 1/2" 8" TO 16 1/4" 5 1/2" 0 DC u- LU Al A FLANGE z C) 'A WIDTH 0 Lu z it --VIEWED FOR. ORDER/SERIAL NUMBER COTMPLIANCE S"I LUME COUNTY DRAWING SET REVISION JAMB TO SLAB �BC CONNECTION C �TI 0 N BEAM GAUGE ss #44 (LE213 S S### A DRAWING GSN-DETAILS I NOTES: 1. BOOTH IS FABRICATED FROM UNPAINTED 18 GAGE GALVANIZED SHEET STEEL; PRE -PUNCHED AND COMPANION FLANGED FOR BOLT TOGETHER ASSEMBLY. 2. BOOTH'S SUPPORT STRUCTURE IS FABRICATED FROM I -BEAMS; PRE -DRILLED AND FACTORY PRIMED GRAY. 3. NO USE AND OCCUPANCY DEFINED FOR ENCLOSURE. 16-0" (TYP.) DOOR WIDTH 201-01w WORKING WIDTH 261-411 CLEAR WIDTH 3'-0" (TYP.) EXHAUST CHAMBER Mr,907M CUSTOMER TO LOCATE & FIELD CUT INTAKE OPENINGS 581-411 CLEAR DFPTV -T- T I UIVIE:rt I U LUUM I ll- (X FIELD CUT EXHAUST OPENINGS (CHAMBERS SIZED FOR 25,000 CFM EACH) PLAN VIEW -r tII _F T_ _T_ —T- 4- W -1 L4 -L 46-0" (TYP.) EXHAUST CHAMBER 501-011 WORKING DEPTH 501-411 UVt::KALL BOOTH H DEPTH h FH EQUIPMENT SPECIFICATIONS PART # LABW12-4-LED SIZE 4811 TUBES - (INCL.) 4 TYPE LED VOLTAGE 1201277 RATING CLASS 1 DIV. ACCESS INSIDE QUANTITY 50 EXHAUST FILTER(" PART # FIL-EPP-2020-W SIZE 20" x 20" x 2" QUANTITY 92 MAN ACCESS DOOR_ SIZE 3'W x 7'H TYPE SOLID W/OBS QUANTITY 2 PRODUCT DOOR SIZE 16'W x 16'H TYPE FILTER STYLE BI-FOLD QUANTITY 2 INTAKE FILTERS PART # 217-012 SIZE 20" x 20" x 1" QUANTITY 96 7UME 7ULA! ST, 11ALICIE COUNTY socC 15 =3 6U.a = 0-0 ax) 0 0 0 fo mom ICU, 0 V, 2 b o CL a f=1, fo Z z 1) EC VI . 0 4-1 M 0 E O.CL 0 U r.% OL E 2 4-; 4� a E ro cc O v w (4 4- h- fo CL 4� C 0 E2XX,uc,)-3: 4-1 ro a) E F3 fo 4-1 o fu fu J, CLP V) Mo QM01111 ro , z c) fo U-1 0.2 8 c:L Z 4- W, CLu- z o (D -E t 10-0 >, 0 0) 4� 41 41 c CL u 0 rL (v : 4� _4E 0 fo U_ 0 0U 4� = 0 = .- - w ,roJ W LL LL 441 o4 < 5 ;5 ul w W 0, a LOL .0- z 14: -, 0) 0 -Z w 0, 'ill I 10111W, Lu ULJ it a Lu 0') Lu > Lu � Lu LIJ c� Tn LL L) 1_u U-i In CD Un. x C) cl cn x C) Lr) Ljj CD r14 Uf) C) CD ul < uj LLC11 0 _j LLJ u u a D 0 z 0 0 2: uj Lu ul) (n ORDER/SERIAL NUMBER !1­1134317"", DRAWING SET f�EVISION SD A k PRE-F ABRIGATED CURB W/ CRICKET BY VENTILATION EQUIPMENT 5UPPLIER DESIGN LOADS FLORIDA BUILDIN6 WDE, ITH EDITION (2020) �% 5 6 7 S ROOF LOADS (EXISTING) TT DEAD..-....�...�........... ......-...................................................2 P5F (AS PER t�M) O 8" G 146A (TYP ® 4 51DE5) EX15T 8" Z ROOF PURLIN5 COLLATERAL LOAD .......b P5F 02h QI ----- LIVE.....- ....... .....................................................................20 P5F (REDUGI I i _ - __-_______ _ __... ....-._ _ + i° ° ° °i WIND LOADS PER A5GE 1-16 O.bh i i Obh T/EX15T EAVE 61RT 38 5 I° ° ° °i ULTIMATE WIND SPED REGION, V(ult)......................I60 MPH i I A - - -- -,„x - - -- -- - NOMINAL WIND SPEED RE610N V asd --------------- ------ ............124 MPH I WIND BORNE DEBRIS REGION O ENGL05ED STRUCTURE I I I i L 3x3x6"-II 6A CLIP EA ENE,OF CHANNEL BUILDIN6 HEIGHT < 30 FT �Oi i0 ___ _._._,._ .........:_.._ _._ _�...____-.___ _.W.___ W .._._.__ � _... W/ (2) I/2"cD BOLTS, EA LEG. ROOF PITCH I/12 i I I a __ __ ... _ � .. _ RISK CATEGORY II I i 1 INTERNAL PRE55LIRE GOEFF. ± O.I B SECTION EXP05LRE G HEIGHT 4 EXPOSURE GOEFF. ! CIO s I �------- ----� I EX15T T PURLINS 5GALE: 3/4" = 1'-0"---------0----- 1 € - -. _- - �_ __.._ ._ __ PRE-FABRIGATED CURB W/ CRICKET BY VENTILATION EQUIPMENT 5UPPLIER �J L 3x3xb"-II 6A CLIP EA END OF CHANNEL _..._... _.,, � W/ (2) 1/2"N BOLTS, EA LEG. ------ _ B _ ) EA END W/� I/2'0xBOLTS, EA LEG � � 8" G 14GABLK'G BTWN ROOF PURI�INS -HIM� __A a__. _.___:_�__._..__ S € S W/ L 3x3xb"-II GA EA END � _ NEW W8x18 TO NEW G GIRT NEW T' G 146A W/ (2) 1/2"0 BOLTS, EA LEG ° ° ° ° ° ° . 8" G 146A W/ L 3x3xb"-II 6A GLIPS a = EF-63 NEW WSx18 EA END W/ (2) 1/2' V BOLT5, EA LEG -� m WT Ir250# C TO EX15T PURLIN5 S -- "- - - -° -- 8" G 146A BLK'6 BTWN EX15T ROOF FURLINS EXIST 8" Z ROOF PURLINS NEW 1" G 146A RAU-62 UN =R PREFAB CURB HT 5,400# (-B-"\SECTI N � 5GALE: 3/4" = 1'-0" i NEW WSxlB CRICKET � 12'-4 1/2" W/ (4) I/2" cD BOLTS TO RIGID FRAME D_ (2) EA 51DE OF WEB S NEW T G 146A r NEW W8x18 p EF-64 WT 1,250# �. - ! _ _ NEW T G 146A - EXIST RIGID FRAME __.� _.._._. _.. __ �.._...__._ _ _.__..-_.................___.._-____ _._. _ w__..____.�._.... _ _______ ___ _.._: ._.._.:: C SECTION 5GALE: 3/4" = 1'-011 PARTIAL ROC!-- FRAMING PLAN 5GALE: I/8" = 1'-0" NORTH EX15T 8" Z ROOF PURLIN - NEW 1' G 146A W/ 5/I6" cV SELF TAPPIN6 5GREW5 ® I6" O.G. 5TA66 (:D)SECTIONc' x ALE: 1 1/2" = 1'-0" NOMINAL COMPONENT &CLADDING PR SSURES PSF IASDI ZONE EfT•fGTIVE A (E�G2. FT) 0<10 II<20 I<50 51<100 1 +I6 -62 +15 -58 +13 -52 +12 -48 1' +Ib -35 +15 -35 +13 -3b +12 -35 2 +Ib -&1 +15 -1b +13 -bq +12 -154 3 +Ib -III +15 -100 +13 -51 +12 -1b '- 2 WA 3 4 +3q -42 +31 -40 +35 -38 +33 -3b 5 +3q -52 +31 -48 +35 -44 +33 -40 �R � Y 3 N _ C � o"' ` X W '0 N Cf) r _ C 0 ' O L.LJ D Q ;r. w U cam. O 21 .. �' -I.- Cr) -� O 3 0) C 7 z . W C O m z, += N p W y ? O o This drawing and design as shown Is the property of ML Engineering, Inc. Reproduction and/or use of this drawing or any content therein, without express consent or permission of this company is prohibited, may constitute an infringe- ment, and may be subject to legal action by MIL Engineering, Inc. LL. LLI END ZONE 5 15 WITHIN A DISTANCE OF (a) = 12 FT FROM BUILDING GORNER5. CL SCOPE OF WORK 1. SCOPE OF WORK 15 LIMITED TO THE ADDITION OF A NEW RAU-62 4 EF-63 d EF-64 ROOF TOP UNIT5 ® PROP05ED 6EL BOOTH. � STRUCTURAL NOTES LL cnI. CONTRACTOR SHALL VERIFY ALL DIMEN51ON5 IN THE FIELD AND NOTIFY THE EN6INEER. OF ANY DI5GREPANGIE5 PRIOR TO GON5TRUGTION. 2. ALL GON5TRUGTION SHALL BE BRACED AND 5HORED BY THE GONTRAGI A5 OR REQUIRED TO SAFELY PERFORM THE WORK. ca 3. ALL DOORS AND HARDWARE MUST BE DE516NED AND CERTIFIED TO WI i 1­15TAND THE DE516N WIND PRE55URE5 NOTED IN TH15 DOCUMENT AND SHALL BE IMPACT RE515TANT OR PROTECTED WITH IMPACT RE515TANT GOVERIN6 MATERIAL A5 REQUIRED BY CL THE FLORIDA BUILDING CODE. I rLL�' FOUNDATION %J 0 I. FOUNDATIONS ARE DE516NED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRESSURE OF 2,500 P5F. 2. CONTRACTOR SHALL VERIFY THAT THE MINIMUM ( OMPAGTION OF q5% OF IT5 MODIFIF.I) PROCTOR ACCORDANCE WITH w A5TM 0155115 OBTAINED PRIOR TO FOOTIN6 PLACEMENT. LLI 3. FOOTIN66 SHALL BE PLACED ON COMPACTED 501L FREE OF OR6ANIG DEBRIS. 4. REFER SOILS z - TO INVESTIGATIVE REPORT BY K5M EN6INEERIN6, REPORT NO. 1120L31-b DATED ,IDLY 6, 2018 FOR ALL 51TE PREPARATION REQUIREMENTS. CONCRETE I. GONGRETE WORK SHALL BE IN AGGORDANGE WITH A.G.I. 301 "SPECIFICATIONS FOR 5TRUGTURAL CONCRETE FOR BUILDIN65" L.L. LATEST EDITION AND A.G.I.318 BUILDIN6 CODE REQUIREMENT5 FOR 5TRUGTURAL CONCRETE. 0 2. GONGRETE 5TREN6TH SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE 51REN6TH A5 FOLLOW5: Z FOUNDATIONS 3,000 f'51 3/4" A66R 5LUMP 5" ± I" W/G 0.45 Ci BEAMS 5,000 P51 3/4" A66R 5LUMP 5" ± I" WlG 0.5 MASONRY GROUT 3 - pG0 f'51 3/8 AG6R SLUMP 10 ± I 3. REWORGIN6 STEEL SHALL BE IN AGGCRDANGE WITH A5TM Abl5 6RADE 60. 4. THE MINIMUM GONGRETE GOVERA6E5 51-ALL BE AS FOLLOW5: CM CAST A6AIN5T EARTH 3 EXP05M TO WEATHER 1 5. PROVIDE qO UE6REE LAP SPLICES AT INS INTER5EGTION5. 0 Cie , b. REINFORGIN6 SHALL BE LAPPED 5PLIGED ,AND TIED WITH THE FOLLOWING MINIMUM: #4 241N5 #5 301NS CL #b 36 INS < - 1. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH A5TM G31. A MINIMUM OF (5) TE51- GYLINDER5 SHALL BE TAKEN FOR I -- EACH 100 GU Y05 OF POUR, WITH ADDITIONAL 5ET5 FOR EVERY 50 GU Y05 OF POUR. L _ CJ� GYLINDER5 SHALL BE TESTED A5 FOLLOWS: I o 3 DAYS r' 1 @ 1 DAYS 2 ® 28 DAYS 1 ® 5b DAYS (IF THE MINIMUM 5TRENOTH 15 NOT MET IN 28 DAYS) MASONRY 1 i W I. GONGRETE MA50NRY WORK SHALL BE IN ACCORDANCE WITH AGI 530.1/A5GE 6/TM5 602, 5PEGIFIGATION FOR CONCRETE J MA50NRY 5TRUGTURE5 AND AGI 530/A5GE 5/TM5 402, BUILDING CODE REQUIREMENT5 FOR MASONRY 5TRUGTURE5. z 2. CONCRETE MA50NRY UNITS SHALL BE IN CONFORMANCE WITH A5TM GqC, GRADE N, TYPE 11. MA50NRY UNITS SHALL BE TESTED IN AGGORDANGE WITH A5TM G140 AND SHALL HAVE A MINIMUM F'm = Ig00 P51. ISSUE: DATE: 3. 6ROUT SHALL BE IN CONFORMANCE WITH A5TM G416, COARSE TYPE SLUMP q" TO II". A. FOR PERMIT 08/03/21 4. MORTAR SHALL BE IN ACCORDANCE WITH A5TM G210, TYPE 5. 5. ALL MASONRY JOINTS SHALL BE WATERTIG--,HT AND CONCAVE TOOLED WITH A NON 5TAININ6 TOOL. b. EXTERIOR SURFACES SHALL 5EALED AND PAINTED. 1. PROVIDE GLEANOUT5 AT INTERIOR 5URFAGIE5 FOR ALL GROUTED CON5TRUGTION AND LIMIT MORTAR PROTRU51ON5 TO 1/2" MAXIMUM IN GROUTED GELL5. 8. ALL MA50MY WALLS SHALL BE GONSTRUGTED IN RUNNIN6 BOND WITH q 6A. LADDER TYPE JOINT REINFORGIN6 5PAGED Ib" O.G. VERTICALLY. LAP AT ALL GORNEF5 AND 8" MINIMUM. q. PROVIDE 8" PRECAST CONCRETE LINTFl5 WITH 1 #5 HORIZONTAL BAR GROUTED 50LID AT ALL MA50NRY OPENINC75 WITH A MINIMUM OF 8" BEARING EACH END, TYPIGAL UNLE55 NOTED OTHERWISE. REVISIONS: DATE: PRE-ENGINEERED METAL BUILDING COMPONENTS I. PRE-ENGINEERED METAL BUILDIN6 GOMPONENT 51ZE5 SHALL BE A5 5PEGIFIED IN PLAN. 2. ALL METAL BUILDING GOMPONENT5 SHALL 15E COLD FORMED WITH A MINIMUM GRADE OF FY = 50 K51 AND SHALL BE IN ACCORDANCE WITH AI51 AND A15G LATEST EDITION. 3. WALL PANELS SHALL BE A MINIMUM OF 26 6A PBR PANEL5 IN5TALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENT5 8 AS SPECIFIED TO RE515T THE CODE REQUIRED WIND LOADS. COLOR 5HALL MATCH EXI5TIN6. 4. ALL MEMBERS INGLUDIN6 CONNECTION A55EMBLIE5 AND BOLTS 5HALL BE HOT DIPPED GALVANIZED. DATE: 08/03/21 DRAWN BY: TR CHECKED BY: ML JOB No. 21-165A "'Ir+'' IN 47 't 08/v 2' 4,4 MICH1fC. * _ FLORIDA REG. #47520 SHEET NO: REVIEWED FOR CODE COMPLIANCE T., LUCIE COUNTY 13OCC OF 2 SHEET O z SYSTEM VENTILATION PLAN VIEW FOR REVIEWED rCOMPLIANCE BOCC W E s 3 T T T T T T 11 12 13 14 15 16 1 18 19 0 1. 22 C T C O OF F I O 8 KEY PLAN IN ffil 1 . ELECTRICAL POWER AND CONTROL WIRING BY OWNER 2. FIRE PROTECTION AND SPRINKLER SYSTEM BY OWNER 3. WATER PIPING BY OTHER 4. GAS PIPING AND REGULATORS BY OWNER 5. RENTAL EQUIPMENT REQUIRED FOR THIS PROJECT TO BE SUPPLIED BY OWNER 6. ROOF CURBS & CURB SUPPORTS PER FLORIDA CODE BY OWNER 7. INSTALLATION SEMISKILLED LABORS SUPPLIED BY OWNER 8. VFD`S AND CONTROL PANELS SUPPLIED BY VS WIRING AND MOUNTING B OWNER/ELECTRICAL CONTRACTOR 9. AIR PIPING/DRYER & CLEAN AIR BY OWNER 10. LIGHT FIXTURES FOR GRINDING BOOTHS (1 O PER BOOTH) SUPPLIED BY VS AND WIRED BY OWNER/ELECTRICAL CONTRACTOR Buc `���►III�t►►►�� ••G'E A ; q s ° No. 76290 y � n . O' R ZONAL l►►►►I1111t�\ ; ❑ FOR REVIEW ONLY ❑ FOR PERMITTING ONLY ❑ SCHEMATIC DESIGN ❑ DESIGN DEVELOPMENT ® CONSTRUCTION DOCUMENT ©COPYRIGHT 2021 VENTILATION SOLUTIONS, INC. THIS DRAWING CONTAINS INFORMATION OF VENTILATION SOLUTIONS, INC. THE ©COPYRIGHT, DESIGN RIGHT, AND/OR OTHER INTELLECTUAL PROPERTY RIGHTS OF THIS DRAWING BELONG TO THE COMPANY. THIS DRAWING MUST NOT BE REPRODUCED, DISCLOSED, OR USED TO PURPOSES OTHER THAN THOSE FOR WHICH PRIOR CONSENT OF THE COMPANY HAS BEEN GIVEN. ENTILATION OL ITTIO: NS 104 MECO LANE OAK RIDGE, TN 37830 1 (888) 716-8808 : TOLL FREE 1 (865)298-0194: LOCAL 1(865) 298-0199: FAX HTTP: // W W W. V ENTILATIONSOLUTIONS.COM/ HTTP: // W W W.SSSMECHANICAL.COM Ek:e; MAVERICK BOATS 4551 ST. LUCIE BLVD FORT PIERCE, FL P1419 voo 5/13/2021 I 1 /8" = 1 1-01, Typ. ELEV. 50'-b" AFF GELCOAT EXHAUST ELEVATION VIEW —1/1", = l' - o" GELCOAT SUPPLY ELEVATION VIEW 6'-6-176" -FIVIEWED FOR F� COMPLIANCE Uk""IE COUNTY z" BOCC MB lb c: B U E N No.76290 E 0 R III PAP lb�i4L ❑ FOR REVIEW ONLY [3 FOR PERMITTING ONLY 0 SCHEMATIC DESIGN 13 DESIGN DEVELOPMENT 13 CONSTRUCTION DOCUMENT (OCOPYRIGHT 2021 VENTILATION SOLUTIONS, INC. THIS DRAWING CONTAINS INFORMATION OF VENTILATION SOLUTIONS, INC. THE ©COPYRIGHT, DESIGN RIGHT, AND/OR OTHER INTELLECTUAL PROPERTY RIGHTS OF THIS DRAWING BELONG TO THE COMPANY. THIS DRAWING MUST NOT BE REPRODUCED, DISCLOSED, OR USED TO PURPOSES OTHER THAN THOSE FOR WHICH PRIOR CONSENT OF THE COMPANY HAS BEEN GIVEN. VE-NTILA TI 0-7V SD 01, UTIONS 104 MECO LANE OAK RIDGE, TN 37830 2 8S) 716-8808: TOLL FREE 865) 298-0194: LOCAL 1 (865) 298-0 99: FAX HTTP://WWW.VENTILATIONSOLUTIONS.CO./ HTTP://W WW.SBSMECHANICAL.COM MAVERICK BOATS 4551 ST. LUCIE BLVD FORT PIERCE, FL P1419 0 Voo 2 9"1 5/13/2021 GENERAL NOTE: ALL RECTANGULAR AND ROUND DUCT CONSTRUCTION IS TO BE COMPLIANT WITH BOTH SMACNA STANDARDS AND 2020 FLORIDA BUILDING CODE - MECHANICAL 7TH EDITION. I RECTANGULAR DUCT CONSTRUCTION STANDARDS I MATERIAL: GALV. STEEL PRESSURE CLASS: POSITIVE AND NEGATIVE PRESSURE (2`4" W.G.) TRANSVERSE JOINT REINFORCEMENT: SMACNA STANDARDS LONGITUDINAL SEAM FOR RECT. DUCT: FLANGE DUCMATE-35, TDC CONNECTORS (UNLESS NOTED OTHERWISE) PITTSBURGH LOCK - FITTINGS & DUCT SIZES 40 INCHES WIDE AND ABOVE BUTTON PUNCH SNAP LOCK - DUCT UP TO 39 INCHES WIDE RECTANGULAR DUCT GAUGE SELECTION: DUCT AND FITTINGS REINFORCEMENT SPACING 5 FEET (MAXIMUM) WITH CLASS "B" SEALANT SIZE RANGE GAUGE REINF. SPACING REINFORCEMENTS UP TO 26" 24 27" - 30" 22 31 " - 36" 20 37" - 42" 20 43" - 48" 18 49" - 60" 16 51 1-1 /2" x 1/2" x 1/8" 61 72" 16 3' 211 x 2" x 1/8" W/ ROD 73 96" 16 3' 2 - 1/2" x 2 - 1/2" x 3/16" W/ROD 9611-ABOVE 16 & 2 - 1/2" x 2. 1/2" X 3/16" W/ROD FITTINGS: PER SMACNA SEALANT (CLASS B): HARDCAST DUCT SEAL 321 (OR SIMILAR) FOR INDOOR/OUTDOOR WATER BASED DUCT SEALANT. NOTES: ALL SHOP FABRICATED FITTINGS OR EQUIPMENT INLET/OUTLET FITTINGS SHAL-L HAVE COMPANION RINGS INSTALLED BY SHOP. - ALL OTHER FLANGED CONNECTIONS WILL BE FURNISHED AND INSTALLED BY VENTILATION SOLUTIONS UNLESS OTHERWISE NOTED. GRINDING BOOTH COLLECTION PLENUM (SEE DETAIL) PLENUM SHALL BE 16 GA CONSTRUCTION AND INCLUDE END CAPS. I ROUND DUCT CONSTRUCTION STANDARDS I ROUND SINGLE WALL SPIRAL DUCT GAUGE SELECTION: DUCT AND FITTINGS PRESSURE CLASS: POSITIVE AND NEGATIVE PRESSURE (2" - 4" W.G.) SPIRAL SEAM ROUND DUCT SPIRAL SEAM ROUND FITTINGS SIZE RANGE GAUGE SIZE RANGE GAUGE CONNECTORS 6"0 26 6"0 24 ACCUFLANGE 8V 26 8"o 24 ACCUFLANGE Iwo 26 1 ov.0 24 ACCUFLANGE 12`0 26 12"0 24 ACCUFLANGE 14"0 26 14"0 24 ACCUFLANGE 16"0 24 16"0 22 ACCUFLANGE 18,10 24 18,10 22 ACCUFLANGE 19" - 26"0 24 19" - 26"0 22 ACCUFLANGE 27" 36"0 22 27" 36"0 20 ACCUFLANGE 37" 50"0 20 37" 50"0 20 ACCUFLANGE 51 " 60"0 18 51 " 60"0 18 ACCUFLANGE 61 " 84"0 16 61 " 84"0 16 ACCUFLANGE CONTINUOUS GASKET TO EFFECTIVELY SEAL FLANGES AND CORNERS LENGTH, " ON CENTER) RECTANGULAR DUCT CONNECTION DETAIL-TDC NOT TO =C-LE CONTINUOUS GASKET TO EFFECTIVELY SEAL FLANGES AND CORNERS CLIP (MINIMUM 6" LENGTH, MAXIMUM 15" ON CENTER) CAULK THIS GAP, ALLOW TO CURE BEFORE PRESSURIZING DUCT RECTANGULAR DUCT CONNECTION -**'V_DETAIL-DM NOTTO SCALE GRIPPLE HANG FAST #4 3/16" TYPE 7x 19 GALV. CABLE PURLIN BAR JOIST, BEAM, — SC150 EXHAUST FAN SCHEDULE MARK MANUFACTURER 'I YPE CFM HP RPM S.P� OPERATING FILTER SCREENS EXHAUST STACK STACK DISCHARGE MODEL VOLTS/PH H DRIVE WEIGHT AREASERVED SEE QTY SIZE ELEVATION DIAMETER SQFT FPM FPS NOTES EF-G3 TWIN CITY UPBLAST & G4 TCTA-32B4 ruBAXIAL 20000 20TEFC 1930 2.5TSP 460V/30 FIXED 976# 18 24X24 501 51 32 5.59 3,581.0 59.7 GEL COAT NOTES ....11. —11 .1. ,1 -1— 1 1 a ­­­ I — — I -ES, WEA I HER COVER, EXTENDED LUBE I NES. COMPANION FLANGES INLET& OUTLET, ACCESS DOUR -BOLTED, CLASS 11 ARRANGEMENTS. 2. ABB VFD'S (NEMA-1 ENCLOSURES W-CIRCUIT BREAKER, NO BY-PASS) SHIP LOOSE MOUNTED AND WIRING BY OWNER 3. ROOF a CURB SUPPORTS BY OWNER. REPLACEMENT AIR UNIT SCHEDULE MARK MANUFACTURER MOTOR DATA HEATING DATA MODEL CFM OPERATING AREASERVED SEE NOTES T WEIGHT HP RPM S.P. VOLTS/PH ITT MBTU I FUEL PSI RAU-G2 RUPP RAM-230 HB 48,000 50 586 2.3ESP 460V/30 401, 225 NAT GAS 5217# NEW GELCOAT BOOTH INTERLOCK AS NOTED NOTES: ON BY OWER 1. Vl`11N�MIJTMOUNTED . WIRED IN VESTIBULE, BACK -VIEW DOC SPACE CONTROLEXHAUST FAN INTERLOCKS(FIELD WIRE BY OWNER) 3. V-BANK FILTER BANK W/ 2"EZ FILTERS, INTAKE HOOD WITH NO FILTER, INTERNAL DOWN DISCHARGE DAMPER W/ACTUATORS 4. RAU­LI INTERLOCK W/EF-L 1, RAU­L2 INTERLOCK W/VF-L2, RAU-1_3 INTERLOCK W/EF-L3, RAU-GI INTERLOCK W/EF-G I & G2. GRILLE, REGISTER, AND DAMPER SCHEDULE ­" i MARK MANUFACTURER ','QE QTY CFM/EA EXTRACTOR SEE- MODEL- DES< IRIPTION AVGO.V. FINISH QTY AREA SERVED NOTES AIRGUIDE 20X20 0— HVAFS DD/HZ/OBD 10 2000 930 ALUM GELCOAT BOOTH RUSKIN 36XI2 10 2800 CD-35 OBD 1570 STEEL GELCOAT BOOTH NOTES: 1. DOUBLE DEFLECTION (DID), FRONT BLADES HORIZONTAL (H7), OPPOSED BLADE DAMPERS (OBD). HANGERS FOR RECTANGULAR & ROUND DUCT UNLESS OTHERWISE NOTED, DUCT WILL BE SUPPORTED VIA GRIPPLE FASTENERS AND BRAIDED STEEL CABLE TO THE BUILDING STEEL ABOVE. GRIPPLE #4 HANG FAST IN CONJUNCTION WITH 3/16" TYPE 7X 19 GALVIN [ZED STEEL CABLE. HANGERS TO BE SPACED ON 8 FOOT CENTERS. DUCT HANGING DETAIL NOT TO SCALE 5/8" ALL -THREAD ROD CUT TO FIT (TYP: 4) TUBULAR CENTRIFUGAL FAN (7) HANGER DETAIL NOT TO SCALE UPPER STEEL SUPPORT C 4x5.4 CUT TO FIT (TYP: 2) ACCESS DOOR OVER EACH TUBESHEET MODULE ACCU-FLANGE FOR DUCT CONNECTION END CAP MANUAL BALANCE DAMPER GRINDING BOOTH - HIGH PRESSURE PLENUM DETAIL NOT TO SCALE WEATHER CAP WITH DAMPER GALV. ANGLE RINGS SPIRAL DUCT EXHAUST STACK GUY WIRE (TYP: 4) 3/16", TYPE 7x 19 BRAIDED STEEL ROPE EYE -BOLT 1/2" x 611 DEKTITE SIZE #1 PIPE FLASHING GUY WIRE DETAIL NOT TO SCALE r- SEQUENCE OF OPERATIONS EQUIPMENT INTERLOCKING IS AS 1= OLLOWS. EQUIPMENT MARK INTERLOCKED WITH RAU-G2 CHECK ALL WIRING WITH THE UNIT MANUFACTURER'S WIRING DIAGRAM, INSTRUCTIONS LIONS, AND ALL STATE AND LOCAL CODES. REPLACEMENT AIR UNITS (RAU) WILL ONLY ENERGIZE IF CONTROL PANEL IS SET TO EITHER SUMMER OR WINTER POSITION. ALSO, DAY/NIGHT SWITCH SHOULD BESET TODAY WHEN WORK -ZONES ARE BEING OPERATED. 120V CONTROL TO INTERLOCK RAU WITH EXHAUST FAN STARTER THROUGH AUXILIARY CONTACTS. ALL EXHAUST FANS IN A SYSTEM MUST BE ENERGIZED IN ORDER FOR THEIR COUNTERPART RAU TC OPERATE. REPLACEMENT AIR UNIT OPERATION: SEQUENCE OF OPERATION FOR DIRECT DIGITAL CONTROLS. THE UNIT WILL RUN ACCORDING TO A USER DEFINABLE TIME SCHEDULE, BINARY ACT[VATION'THROUGH BAS. KEYPAD INPUT (IF EQUIPPED), OR THROUGH OVERRIDE IN THE FOLLOWING MODES STANDARD SUPPLY AIR CONTROL OCCUPIED MODE: THE UNIT WILL MAINTAIN A 55'F (ADJ) HEATING SETPOINT A 45' F (ADJ.) HEATING INTAKE AIR ACTIVATION SETPOINT A 85' F (ADJ .) COOLING INTAKE AIR ACTIVATION SETPOIN'r (IF EQUIPPED) USER IS ABLE TO ADJUST ABOVE SETPOINTS BASED ON SCHEDULE, FOR NIGHT SETBACK IF REQUIRED. UNOCCUPIED MODE: THE UNIT WILL NOT BE ACTIVATED FOR HEATING OR COOLING. OPTIONAL ROOM AIR CONTROL' OCCUPIED MODE: THE UNIT WILL MAINTAIN A SPACE TEMPERATURE BY . A 55'F (ADJ.) HEATING SUPPLY AIR SETPOINT IS MAINTAINED UNLESS THE ROOM TEMPERATURE FALLS BELOW A ROOM TEMP OF 70- F (ADJ.) . IF THE ROOM TEMP IS LOWER THAN THE ROOM TEMP SETPOINT 70'F (ADJ.) MINUS -rHE ROOM TEMP DIFFERENTIAL 2' F (ADJ.), THE HEATING SUPPLY AIR SETPOINTIS INCREASED -TO 120' F (ADJ.) UNTILTHE ROOM TEMPERATURE IS SATISFIED, A 45' F (ADJ .) HEATING INTAKE AIR ACTIVATION SETPOINT A 85'F (ADJ I COOLING INTAKE AIR ACTIVATION SETPOINT (IF EQUIPPED) USER IS ABLE TO ADJUST ABOVE SETPOINTS BASED ON SCHEDULE, FOR NIGHT SETBACK IF REQUIRED. . UNOCCUPIED MODE: THE UNIT WILL NOT BE ACTIVATED FOR HEATING OR COOLING. GAS HEATING STAGE' THE CONTROLLER WILL MEASURE THE DISCHARGE AIR TEMPERATURE AND STAGE THE HEATING TO MAINTAIN ITS HEATING SETPOINT. THIS SETPOiNT SHALL BE MAINTAINED USING AN INTERNAL PID LOOP, THE HEATING WILL BE ENABLED WHENEVER: INTAKE AIR TEMPERATURE IS LESS THAN 65- F (ADJ.). AND THE SUPPLY FAN STATUS IS PROVEN ON AND COOLING (IF EQUIPPED) IS PROVEN OFF AND THE HEATING INTAKE AIR ACTIVATION SETPOINT IS GREATER THAN THE INTAKE AIR TEMPERATURE, THE CONTROLLER WILL MONITOR THE HEATING STATUS. DISCHARGE AIR TEMPERATURE: THE CONTROLLER WILL MONITOR THE DISCHARGE AIR TEMPERATURE. ALARMS WILL BE PROVIDED AS FOLLOWS: HIGH DISCHARGE AIR TEMP: IF THE DISCHARGE AIR TEMPERATURE IS GREATER THAN 160- F (ADJ,). LOW DISCHARGE AIR TEMP! IF THE DISCHARGE AIR TEMPERATURE IS LESS THAN 35- F (ADJ.) PUMP SWITCH OPTIONAL, NOTANCLUDED CONTROL WIRING NOTE. I ELECTRICAL CONTRACTOR TORUN ONE (1) 2 CONDUCTOR 18 GAUGE SHIELDED CABLE OF CONTROL WIRES FROM FACHFXHAUST FAN ABBVFD TO RAU CONTROL. VESTIBULE EXHAUST FAN INTERLOCK ON RAU. 2 ELECTRICALCONTRACI OR TORUN ONE (1) 4 CONDUCTOR 18 GAUGESHIELDED CABLE BETWEEN EACH BAC VIEW REMOTE PANEL.. AND APPROPRIATE RA 3 ELECTRICALCONTRAC-1 OR TORUN ONE (1) 2-CONDUCTOR 18 GAUGE SHIELDED CABLE FROM RAU UNrrTo REMOTE TEMPERATURE SENSOR (DISCHARGE ORSPACESENSOR) 4, ALL ELECTRICAL WIRING BY LICENSED CONTRACTOR IN ACCORDANCE WITH ALL. STATE AND LOCAL CODES N\-An B 1 ELECTRICAL, POWER AND CONTROL WIRING BY OWNER 2. FIRE PROTECTION AND SPRINKLER SYSTEM BY OWNER 3. WATER PIPING BY OTHER 4. GAS PIPING AND REGULATORS BY OWNER 5. RENTAL EQUIPMENT REQUIRED FOR THIS PROJECT- TO BE SUPPLIED BY OWNER 6. ROOF CURBS & CURB SUPPORTS PER FLORIDA CODE BY OWNER 7, INSTALLATION SEMISKILLED LABORS SUPPLIED BY OWNER 8. VFDS AND CONTROL PANELS SUPPLIED BY VS WIRING AND MOUNTING BY OWNER/ ELECTRICAL CONTRACTOR 9. AIR PIPING/DRYER 8c CLEAN AIR BY OWNER 10. LIGHT FIXTURES FOR GRINDING BOOTHS (10 PER BOOTH) SUPPLIED BY VS AND WIRED BY OWNERf ELECTRICAL CONTRACTOR Bu o No.76290 Wl i v 70NAL ❑ FOR REVIEW ONLY ❑ FOR PERMITTING ONLY OSCHEMATIC DESIGN 0 DESIGN DEVELOPMENT 0 CONSTRUCTION DOCUMENT CCOPYRIGHT 2021 VENTILATION SOLUTIONS, INC. THIS DRAWING CONTAINS INFORMATION OF VENTILATION SOLUTIONS, INC. THE CCOPYRIGHT, DESIGN RIGHT, AND/OR OTHER INTELLECTUAL PROPERTY RIGHTS OF THIS DRAWING BELONG TO THE COMPANY. THIS DRAWING MUST NOT BE REPRODUCED, DISCLOSED. OR USED TO PURPOSES OTHER THAN THOSE FOR WHICH PRIOR CONSENT OF THE COMPANY HAS BEEN GIVEN. VjElVT_T1,A TION 011 I-TT-rolvs 104 MECO LANE OAK RIDGE, TN 37830 1 (888) 716-8808: TOLL FREE 1 (865) 298-0194: LOCAL 1 (865) 298-0199: FAX HT-rP'//WWW.VEN]ILA-nONSOLUnONS.COM/ HrrP://WWW.SBSMECHANICAL.COM MAVERICK BOATS 4.551 ST. LuCIE BLVD FORT PIERCE, FL P1419 JOHN C. BUr UHANAN, P.E. MBI COMPANIES INC. 299 N. WEISGARBEF� R .1.1—l'.. - _ - _R 8/11/2021 1/ 16" = V-0"