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HomeMy WebLinkAboutBUILDING PLANS1 Q, n A- — — — — — — — — — — — — ----- 4 FUTURE EXPANSION (PHA5E II) 4 1 PHA5E I J 4 ¢ MATCH LINE KEY PLAN N.T.S. NORTH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 �I 18 J ¢ 2555" 25' " 2: 'Al -nil 25'-0" 25'-0' (+34/-3b) g 4 m ,I I ry I I F-2 W.J. (TYP a GRID LINE B-F) I ry � I 4 { F-2 B S5 - Iv � n II- E F-2 I 4 � I F)� F-2 I 4 2 LF F G 113 — — — — — — — — — — — I Q I JL�---- RE51N TANK S CONTAINMENT WALL THESE PLANS AND ALL PROPOSED WORK 5EE PLAN ON 5EE 5-1 ARE SUIIIECT TO ANY COR.CTIONS REQUIRED by WWLD INIRFOTOA6 THAT MAY 11 N1O111MY IN MIR TO SGANNLL ) 0006Y WITH "AIIR0AI 0DDIL BY St LUCIFb Nfft 170 —g3 o ST.LUCIE OUNTY PLANREVIEW BLDG:AiA fIE CONCEALED FASTENERS OR Al IACHMO 1DATE:/ 2 S-I'7 ARE THE RESPONSIBILITY OF THE ELEC. IA/ FILE COPY CONTRACTOR Of RECORD DAT�_7 n 5.6. 5L. L CONCEALED FASTEII 7,., OR A?' ARE THE RESPOII:etp" CONTRACTUR le ncvvn J (+35/42) 1 Iy'\I T5-24 3/4" EXP (+34/-3&) 1 (+35/-42) I I _ — — — — — _. , F-44 i F- I I f F-4 \ / F II II METAL BUILDIN6 PANEL WALL, TYP ® NORTH ELEV —1 HAIRPINS NU 8 FT LEFT. METAL BUILDING MANUF (MBM) TO COORDINATE LOCATION OF TYP U.N.O. WALL BRAGIN6 TO AVOID ALL DOOR OPENIN65 II II II I TT/5L� ~ b" THICK LONG 5LAB 150LATED JOINT F AROUND COLUMNS, I TYP A5 5HOWN I I :_ A F-3A F-3A F-3A F-3A F-3A I F-3A F-3A J LJ� LJ LJJ LJJ LJ� I LJ� LJ� it 3/4" EXPAN51ON JOINT (TYP ® 3 LOGATION5) 5EE DETAIL ON 5-1 N #5 DOWEL x24" ® 24" OL. W/ PVG SLEEVE ON ONE SIDE OF JOINT II b" GMU WALL IN RUNNING BOND WITH q 6A HORIZ LADDER TYPE JOINT REINF ® Ib' Or, ...... VERT W/ b" MIN LAP 5PLIGE W/ #5 VERT BAR IN GROUTED GELL5 ® 45" O.G. MAX, 4 ® ALL JAM55, INTER5EGTION5 AND EA. 510E OF WALL JOINT5. PROVIDE 5-1 ® T/WALL F 4 / l F-44 F-4 l F-4 F-4 F-4 / F-44 F jf 1 F-4 ' ----!�-- ---I� �— T524-- j — ---� �.�---TL _j Lw�------ T5-12 E EXP JOINT IN GMU WALL, TYP s5 � II �i m Ivry T/5LAB -0-3 3/4" II F IA/ \F-IA. F-IA/ F-IA F-IA F-IA F-IA/ }F-IA. --------------------24-- ----- � --� L L F # 1 HAIRPIN5 W/ 4 FT LE65 Q c ® LEAN-TO GOLUMN5 (+38/-42) I 1 1 (+34/-38) +38/ 2) — ----_— --- i 1 — -- T5-24 I t' -4� (TYP U-N.0) F-4 F-4 I F-4 II 'qwu A%ftopv 1 II 1 II III II � II I II 1�11� LIJ+ LIJ LIJ LIJ LIJ -----1 1-----J _TZ ------ ------1 1--T5-24_J _ T5-12 — — — — — — — W.J. a CAL. I INE5 2-11, Iq-23, S 25-34. (5EE WALL JOINT DETAIL) PROVIDE 1/2"41) --� SMOOTH DOl EL5 Ab" ® 24" O.G. ® G.J. (TYP) )F-�IA ----- F-IA -----F------ -IA -----� F-IA A F-IA T5-24—F------ PROVIDE GONG RAMP ® DOOR, MAX SLOPE 1 1/2" FOUNDATION PLAN 5GALE: 1/I6" = 1'-0" NORTH NOTE5: I. TOP OF FLOOR ® REFERENCE ELEVATION +0'-0" (5EE 51TE PLAN FOR ACTUAL ELEVATION) 2. ALL GONGRETE 5LA135 ON 6RADE SHALL BE b" THICK 4,000 P51 CONCRETE A5 PER 5PE65 W/ 4x4-W4.OxW4.0 WHF: ON b MIL VAPOR BARRIER ON TREATED COMPACTED 501L U.N.O. 3. REFER TO FOUNDATION 56HEDULE FOR ALL FOOTING 51ZE5 AND REINFORGIN6. 4. COORDINATE COLUMN AV ANCHOR BOLT PLACEMENT WITH APPROVED METAL BUILDING SHOP DRAWINGS. 5. DO NOT 5GALE PLANS. 8" GMU WALL (T/GMU +&-69 &" GMU WALL (T/GMU +II'-69 (2) HR RATED GMU WALL (TMlALL +II'-M EXTERIOR PRE-EN61NEERED METAL FRAME WALL (+/-) DE516N WIND PRE55URE5, P5F (a5d) W.J. DENOTES Y2" VERTICAL MA50NRY WALL JOINT, 5EE DETAIL G.J. DENOTES GON5TRUCTION JOINT, 5EE DETAIL EXP. JT. EXPAN51ON JOINT IN SLAB, FOOTING AND GMU WALL5 5.15. 5AW GUT 1V WIDE XY4 (t) 5AWN JOINT 5EE DETAIL 55 200 HELIGAI- TENSION PILE CENTERED IN FTO. GAPAGITY: P (ULT) = 150 KIPS; P (A5D) = 15 KIP5 REQUIRED: P (ULT) = q0 KIPS ; P (A5D) = 45 KIP5 I~II~ 1 II I II F-3A III II II I F-3A I LIB I I I LIJ � II II I II I � II III II i II III II I II I II � III I II I II II 5 I II 1 I I F-4 F-4 _LJ L - IN r �in OR- rr- rt M.. Z •� � ) IRN C 0 P" V C N N +p z w C N T) �Z.,H ,T, jiI 0 p x I w �• Q O ap, LJJ L.LIN j �3 :€U Z ._C L r g ,,I: N M O �', `r Z O M N p o: '0 '€i OCV m ,O14, p.LJJ O M1r. i Ngig M1 I'I 1i U Q 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 Englns3 ring. e Inc. O LL LJJ CL O LL LL 0 z O 010� z (D z � Q ® � Q LL. z O ZV� m Q LU o 5; m z LLJ r— J LL N 2 r � LLO — — — Q P- ----u; Q 0 � 9 Z ISSUE: DATE: 1, PERMIT 11-13-17 1 ry ry(+361-3q) x2 . F-IA I H J Ls F-I---- = G.J. �1 ¢1 �I REVISIONS: DATE: DATE: 11-2-17 DRAWN BY: TR CHECKED BY: MIL JOB No. 17-122 SEAL MICHAEL A. LUG Ems, P.E. FLORIDA REG. #47520 SHEET NO: smi OF 8 SHEET MONORAIL H015T5 P (VERT) P (HORIZ) P (LONG) I -TON I -TON 3,100# 400# 400# 2-TON (2) I -TON b,500# &00# &00# b-TON (2) 3-TON 11000# 2,400# 2,400# NOTE: THE ABOVE LOAD5 REFLECT THE FOLLOWING: I. 2 3 b TON MONORAIL5 - MAX OF TWO H015T5 ON EACH RAIL 2. BOTH H015T5 MAY BE NEXT TO EACH OTHER IN ANY ONE BAY 3. MONORAILS ARE TO BE 5UPPORTED BY BRACKETS ATTACHED TO THE METAL BUILDING MAIN FRAMES OVERHEAD TOP RUNNING BRIDGE CRANE LOADS TO METAL BUILDING FRAMES INDEPENDENT 10 TON BRIDGE W (2) 5 TON H015T5 BRIDGE HT 6,200# H015T HT q00# x 2 EA = I'aOO# TOTAL CRANE HT = IOPOO# IMPAGT LOAD 2000# LATERAL i LONG. 4000# NOTE5: I. OVERHEAD TOP RUNNING BRIDGE CRANE 5Y5TEM 15 5ELF SUPPORTING EXCEPT THAT THE LONGITUDINAL LOAD5 AND LATERAL LOADS ARE TO BE RE515TED BY THE METAL BUILDING MAIN FRAME5 2. CRANE MANUFACTURER 5HALL BE RE5PON518LE FOR CONNECTION TO THE METAL BUILDING MAIN FRAMES 3. CRANE MANUFACTURER SHALL PROVIDE 516NED AND 5EALED SHOP DRAHIN65 ROOF FRAMING PLAN 5GALE: 1/I6" = I'-0" QD NORTH NOTE5: I. ALL ELEVATIONS REFER TO TOP 5LA5 ® +0'-O" REFER TO 5URVEY FOR ACTUAL ELEV. 2. CONTRACTOR SHALL COORDINATE 5TRIJCTURAL WORK WITH ARCHITECTURAL, MECHANICAL, PLUMBING E ELECTRICAL DRAHIN65 FOR VERIFICATION OF LOGATION5 If DIMENNON5 OF ALL PROJECT REOUIREMENT5. ANY 015GREPANGIE5 SHALL BE GALLED TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD BEFORE PROCEEDING WITH WORK. 3. ALL DIMEN51ON5 ARE TO ROUGH OPENING OR GENTERLINE OF 5TRUGTURE (TYPICAL, UNLE55 NOTED OTHERNI5E). 4. 5EE ARCHITECTURAL DRAHIN65 FOR ANY DIMENSIONS NOT 5HOWN. 5. 5GHEMATIC FRAMING PLAN INDIGATE5 GENERAL ROOF AND HALL BRAGIN6 LOCATION, FINAL LOCATION AND DE51GN SHALL BE BY THE M.D.M. A5 INDICATED IN THE APPROVED 5HOP DRAHIN65. b. M.B.M. SHALL DE-516N ROOF 5TRUGTURE TO 5UPPORT ALL LOAD5 IN PLAN i` i ;� ' U ` N Z 5' " I.' fn V C N O a A -- -___ __-- W 3 M Q i FUTURE EXPANSION (PHA5E 11) i a - <1 rRU LU Q O 0 4 LU z U PHA5E I ", �i i11 (D LZ j cq 0 C: 0 �= GV t U U 'M O J Q ¢MATCH LINE 5 N ,. co KEY PLAN ( O N.T.5. V NORTH MAIN FIRE SPRINKLER LINES MARK 51ZE MIGHT MAX 5PAGING OF 5PRINKLER5 —3 - • - TIP 5 PLF 10'-0" - -4- • - 4" d 12 PLF 10'-0" - -q-- EE b"d23 PLF 10'-0" NOTE5: 1. 5PRINKLER LINE5 ARE TO BE HUNG FROM THE ROOF PURLIN5 ® THE MAX 5PAGE INDICATED. 2. METAL BUILDING DE516NER 5HALL PROVIDE PURLIN5 TO SUPPORT THE HE16HT OF THE PIPE5. ROOF MOUNTED EQUIPMENT SCHEDULE MARK DESGRIPTION VE16HT (LB5) RAU-I FRE51-1 SUPPLY AIR 4,300 EF-H(51 EXHAU5T FAN q50 EF-1-162 EXHAU5T FAN q50 RAU-3 FRE51-1 SUPPLY AIR 4,300 EF-LI EXHAUST FAN q50 EF-1-I3 EXHAUST FAN 1,250 EF-L2 EXHAUST FAN q50 RAU-5 FRE5H SUPPLY AIR 4,300 EF-L5 EXHAUST FAN q50 EF-LI5 EXHAU5T FAN 1,250 EF-Lb EXHAU5T FAN q50 RAU-1 FRE51-1 SUPPLY AIR 4,300 EF-Lq EXHAU5T FAN q50 EF-LI1 EXHAUST FAN 1,250 EF-LID EXHAI)5T BAF 12' BIG 555 AN - T BAF 24' B16 A55 FAN 350 This drawing and design as shown Is the properly 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 my be subject to legal action by ML Englnaaring, Inc. O ILL _z 0 a. J mo V rn z V F-- Q Q LL 00 ZV I W w CL w O� Z ISSUE: 1. PERMIT REVISIONS: `^pp�A ,-1 �•w LL az J 'fin V J m � w o J � � J L qq CL w DATE: 11-13-17 DATE: DATE: 11-2-17 DRAWN BY: TR CHECKED BY: ML JOB No. 17-122 SEAL MICHAEL A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: 1 Siii OF Q SHEET 25--0" 25'-0' 25'-O' 25'-0" T A- - - - - - - - - - - - - -- 4 FUTURE EXPANSION (PHASE II) N Q PHASE I J 4 MATGH LINE 25'-0" I, 25'-0" �I ¢I I SAVE HT +36'-5" r S / - -b- -I- - - - - - - - - --b-•-•-•- - •-•-•-b-•-•--•-•-•-•-•- - - - - _ --b--:-•-•--•-•-•-.-•-b _.-.-.-.-.- 6-•_•-.-.-.-.-.4 _.-.- -b- - - - - - -. - .- - -4- -I -.-.-.-.-. - - -4- - - '-. - - - --4-•-•--•-•-•-•- -•- -.-.-. -4 4 4-- -•- -- --4-•-•-•-•- -•- --•-•-•- - •- -4- - -•-•- L b-TON MONO RAIL rrl f (TYP x8) - 10-TON OVERHEAD o p TOP RUNNING BRI 9 5EE25PEG5N H015 _ 5-TON MONO RAIL _ t L - - - - - - - ---- EXTENT OF HOTS 6-TON MONORAIL I BAF 24' c g (TYP 0) - _ Y-'-'- - ® I®TON RAIL 1 I METAL 6ALVALUME ROOF PANELS 4'-III/2" 4'-111/2" - --3-I --------3--- ----3--------...... ...... --3------ -.-.-.-.-. -.-._3 -. .-.-.-.-.-.---3--- - - - -----3--- -- -- - -3- - - - - -- - - - EAVE HT +28'-0" ix H N G 1 — I . I � — — — — ——.—.—.—.— 3- ——.—. —.—. — .—.—.—.—.—. — —.—.—. - - -3-. --.-.-.-•--•-•-3- - - - --•-•--•-•-3- - - 3-- - -3- - I EAVE HT +25'-b" Ll l m f I 153'-0" Q ROOF FRAMING PLAN SGALE: 1/10" = 1'-0" NORTH NOTES: 1. ALL ELEVATIONS REFER TO TOP SLAB ® +0'-0" REFER TO SURVEY FOR ACTUAL ELEV. 2. CONTRACTOR SHALL COORDINATE STRUGTURAL WORK WITH ARCHITECTURAL, MECHANICAL, PLUMBING, 3 ELECTRICAL DRAHIN65 FOR VERIFICATION OF LOGATIONS $ DIMEN510N5 OF ALL PROX-GT REGUIREMENTS. ANY D15GREPANGIE5 SHALL BE GALLED TO THE ATTENTION OF THE ARCHITECT OR ENGINEER OF RECORD BEFORE PROCEEDING WITH HORK. 3. ALL DIMEN510N5 ARE TO ROUGH OPENING OR GENTERLINE OF STRUCTURE (TYPICAL, UNLE55 NOTED OTHERWISE). 4. 5EE ARCHITECTURAL DRAHIN65 FOR ANY DIMEN510N5 NOT SHOWN. 5. SGHEMATIG FRAMING PLAN INDIGAlES GENERAL ROOF AND WALL BRACING LOCATION, FINAL LOCATION AND DE516N SHALL BE BY THE M.B.M. A5 INDICATED IN THE APPROVED SHOP DRAWIN65. b. M.B.M. SHALL DE516N ROOF STRUGIURE TO SUPPORT ALL LOADS IN PLAN KEY PLAN N.T.5. F:r t v ii' 1 FILF COPY Ear t� U 01N . - C a„ Ih V C N Ntc1 LU7 ^3: C qi.Vv j j? ' Q O $r� W U M ' CIOM L N � Z 0)r)a)'1 LU C p ua y . :r- 04 004l3 > 53.r C ( ii;" p O E 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 ML Englnaaring• Inc. O J LL LU LU O LL LL z Q O 0Ce z z_ (D UQ z Q ao o 2 Ll. z cm Q V �- L U LL �w= O >J J =w LLO Q w 0 J �z ISSUE: DATE PERMIT 11-13-17 REVISIONS: DATE: DATE: 11-2-17 DRAWN BY: TR CHECKED BY: ML JOB No. 17-122 SEAL: • �I1� MICHAELA. LUE, P.E. FLORIDA REG. #47520 SHEET NO: SiiiiiiA OF 8 SHEET I P (HORIZ) = 1115 PLF L h + 8 8 GIRT BY M.B.M. TO SUPPORT TOP T/G L OF MA50NRY WALL TO RE515T LATERAL WIND LOAD5 5HOWN BM A5 PLAN BA5E ANGLE 8 GMU WALL A5 PLAN BY M.B.M L Li Lj GRADE • _ #5 DOI EL W/ A.G.I. q0" HOOK ® EA. VERT. BAR W/ 30" LAP GLEANOUT EA DOHEL I 5LA13 A5 PER PLAN �RAPE ,•--- x x x x X • • • • / CV P (HORIZ) = t 115 PLF A5 PLAN T/GMU HALL GLEANOUT EA DOWEL 1 I T5 AS PER PLAN METAL HALL PANEL. BY MBM GIRT BY M.B.M. TO 5UPPORT TOP OF MA50NRY WALL TO RE515T LATERAL WIND LOAD5 5HOl N RIGID FRAME COLUMN 5EE 5E6TION A/55 FOR INFO NOT 5HOI N TG/PILE # 1 HAIRPIN A5 PER PLAN tl 5LA6 A5 PER GO I n PLAN 5 A5 PER PLAN • •' 0 FTC. A5 PER PLAN ?d RIGID FRAME COLUMN METAL HALL PANEL. BY MBM ti�7.7`�S�L U[�ITI1�:T3�JJUr . WAR #1 HAIRPIN A5 PER PLAN 5LA5 A5 PER PLAN +0-0" I 150LATED JOINT AROUND COLUMN T5 A5 PER PLAN 5GALE: 3/4" = I'-0" FT6. A5 PER PLAN MET. HALL PANEL. BY MBM P (HORIZ) = 1115 PLF 61RT BY M.B.M. TO SUPPORT TOP A5 PLAN OF MASONRY WALL TO RE515T T/'MU WALL LATERAL WIND LOADS SHOWN R1610 FRAME COLUMN 5EE 5EGTION A/55 FOR INFO NOT SHOWN CONSTRUCTION JOINT (GJ) SECONDARY GONG POUR AROUND GOL 8A5E �I GO 6/PILE#1 HAIRPIN AS PER PLAN PLAN AN AS PER x X I hl _6 1* -N X it X X x 1 J'L T5 A5 PER PLAN FT6. A5 PER PLAN 5ECOWARY GONG POUR AROUND GOL BA5E 15OLATED JOINT AROUND COLUMN T/5LAB ® 0'-0' x x x x FTC. A5 PER PLAN P (HORIZ) = 1240 PLF + I I+ I I' 8" T/G`� MU HALL CON57UGTICH JOINT (G.J) GONG RAMP ® DOOR X - � — x — T5 A5 PER PLAN 1/2"�P 5MOOTH DOHEL J Ab" ® 24" O.G. GOL. FTC. BEYOND I METAL 51_06. COLUMN BY MBM ANGHOR BOLT d BA5E PLATE DESIGNED b RM15HED BY MBM CL GOL E 5LAB A5 PER PLAN k x x x x {IHN 55200 HELI AL PILE W/ is x 10"xl0" HEL GAP PLATE W/ 4#6 x24" .W. 0 b" O.G. A5 PER 5PE 5 5GALE: 3/4" = 1'-0" METAL 5LD6 GOL BEYOND GIRT BY M.B.M. TO SUPPORT TOP OF MASONRY WALL TO RE-515T LATERAL WIND LOAD5 5HOWN BM A5 PLAN PROVIDE 5" PRE-GA5T GONG LINTEL IN 1#5 HORIZ, GROUTED 50LID 0 DOOR OPN6'S 8" GMU WALL A5 PLAN SEE SECTION A/55 FOR INFO NOT SHOWN SLAB A5 PER PLAN I w % X X X X T5 A5 PER PLAN SECTION E SECTION H SECTION 5GALE: 3/4" = 1'-0" 5 5GALE: 3/4" = 1'-0" 5GALE: 3/4" = 1'-0" P (HORIZ) = f 240 PLF RIGID FRAME COLUMN + I'-8I I'-8" GIRT BY M.B.M. TO SUPPORT TOP ANCHOR BOLT d BASE PLATE _ T/G' hUl WALL p WIND LOADS OWN 8" DE516NED 3 FURNISHED BY MBM GD ILE SEG011DARY GONG POUR AROUND GOL BASE BM A5 PLAN 3 3/4' NON-5HRINK #T HAIRPIN A5 PER PLAN GROAT AS PER - PROVIDE 8" PRE -CAST GONG LINTEL WI/ I#5 m PLAN SL HORIZ, GROUTED SOLID ® DOOR OPN65 METAL WALL PANEL. BY MBM GRADE • X _ X X X 5' GMU WALL A5 PLAN BA5E ANGLE BY MB.M 1 5EE SECTION A/55 FOR INFO 5LAB A5 PER PLAN P AROUND GOLUMN NOT 5HOHN -01-011 — T5 A5 PER PLAN GLEANOUT • X X X X X EA DOWEL 5LA13 A5 PER PLAN CTION T5 A5 PER PLAN 5GALE: 3/4" = I'-O" FT6. A5 PER PLAN 5GALE: 3/4" = 1'-0" TION T5 A5 PER PLAN 3/4" = 1'-0" se + b.5.1 Q EQ T/GMl WALL BI A5 PLAN W GhU WALL IN RUNNING BOND WITH q 6A HORIZ LADDER TYPE JOINT REINF ® 16" OG VERT NU &" MIN LAP SPLICE. PROVIDE #5 VERT BAR IN GROUTED GELL5 AT 48" OG AND AT ALL C.ORNER5 d INTERSECTIONS, TYP #5 DOWEL H1/ A.G.I. q0" HOOK ® EA. VERT. BAR GLEANOUT0 EA DOHEL FT6 A5 PER PLAN +Q� X X_411— x —•- X X —O X X X 0 • • • • FTC A5 PER PLAN :J�j TYP. INTERIOR NON-BRG WALL SECTION 8" "G" JAMB 5TLV CHANGE IN HALL HT 5' "TORT A5 PLAN "G" GIRT® TOP OF HALT_ HALL XNNT (W.JJ A5 PER PLAN SECTION (2) HR FIRE RATED PARTITION TO UNVER51PE OF \ METAL DEGK (5EE ARCH) P (HORIZ) = t 30 PLF h + I I'-8' T/GMUU HALL (2) HR FIRE RATED GMU WALL CONSTRUCTION JOINT (G JJ © elm (OPPOSITE HAND) 78 METAL BLD6. GOLUMN BY M IM II W "Z" GIRT A5 PLAN II 111 NO GIRT ® TOP OF HALL +II'-8" RIGID FRAME COLUMN IRT BY M.B.M. TO SUPPORT TOP OF MASONRY WALL TO RE515T LATERAL WIND LOAD5 5HOWN EBM A5 PLAN PROVIDE b" PRE-GA5T GONG LINTEL H/ 1#5 HORIZ, GROUTED 50LID ® DOOR OPN65 5EE 5EGTION A/55 FOR INFO NOT 5HOVN {, r 0i 13 '0 l R W N N "° Z C th - �j 0 6 ` > LU 3 Q '0 F LI-I ' N M 6 N { �" 0) OM 4) � T Z m a �3= :=. LJJ= N O`11 N{,z fi=i' N C C U a } u MEN 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 Englnaaring, Inc. a 0 0 J LL LJJ V L U �/�//.00 0 LL O LL Z rm 0 V Z0 C H Q0 - U_ ZNNNNNNINNIN SV40 NNNNNj Q Um LL � ce W= > co cn 0 Q fN_ LJJ L V H � in Q li m 2 iL Oa Z PERMIT 11-13-17 REVISIONS: DATE: GO 6/PILE DATE: 1 1-2-1 7 SLAB A5 PER PLAN DRAWN BY: TR +0� X x - X X X X X CHECKED BY: MIL JOB No. 17-122 p T5 A5 PER PLAN ' SEAL: 1/2" 0 SMOOTH DOHEL — Ab 24 • • • • TS AS PER PLAN ® O.G. n o� —I F76. A5 PER PLAN 111 �k MICHAEL A. LIIE, P E. • • • • • • • • FLORIDA REG. #47520 SHEET NO: Seel L SECTION 5 SCALE: 3/4' = 1'-0' OF 8 SHEET TRANSLUCENT WALL PANELS ® NORTH ELEVATION, 5EE ARCH EXTERIOR METAL HALL PANELS - • u r2MMUM jMOT"P TRANSLUGFNT WALL PANELS ® NORTH LLEVATION, 5EE ARCH EXTERIOR METAL WALL PANELS Ccj:F1]� +385. T/EAVE EXTERIOR METAL WALL PANELS TRANSLUCENT HALL PANELS 0 NORTH ELEVATION, 5EE ARCH CRANE COL TO METAL BLD6 GOL BY CRANE MANUF %YAR' 2 OR b-TON MONORAILS A5 PER PLAN 6-TON MONO RAIL A5 PER PLAN (T(P x3) 10-TON BRIDGE CRANE (2) 5-TON H015T5 H30 BRIDGE H/ GI5 CHANNEL 4 DUNK POOL METAL ROOF ON 8" "Z" PURLIN5 1 OR 2-TON RAIL A5 PER PLAN RI611? FRAME BY METAL BUILDING MANUF HEM) 6" THICK CONG SLAB A5 PER PLAN BUILDING CROSS SECTION 0 COLUMNS LINES 1-17 & 25-32 1 SCALE: I/8' = 1'-0" METAL ROOF ON 8" "Z" PURLINS R1611? FRAME BY METAL BUILDING MANUF HBO 6" THICK GONG SLAB A5 PER PLAN BUILDING CROSS SECTION 0 COLUMNS LINES 18-24 5 AI E: I/8" = 1, 0" +23' 0" T/CRANE `I' � T/CRANE GOL METAL ROOF ON 8" "Z" RIRLINS R161P FRAME BY METAL BUILDING MANUF (MBM) 6" THICK CONG SLAB A5 PER PLAN 12 T/SLAB +O'-0" 12 I T/SLAB +O'-0" EXTERIOR METAL WALL T;i M T/BM 8" GMU WALL 5L 3 3/4' (2) HR FIRE -RATED WALL ASSEMBLY (2) HR FIRE -RATED GMU WALL T/SLAB +O'-O" EXTERIOR METAL WALL Ems" SL 3 3/4" +25� T/EAVE 3 3/4' NON -SHRINK 6ROUT g2b0 T/EAVE EXTERIOR METAL HALL PANELS 8" GMU WALL W 5TUGGO FIN15H +25� T/EAVE 3 3/4" NON -SHRINK 6ROUT m Q C a 'oii t V 0, CV itj N it 3, lJJ C M I� E _ C ? Q N O x I£ Oil W Q 0 LLd +— O LUU i LL , i, In. N O O Z 0) M N Ilia Ir, Lu C O ca uk4. O " This drawing and design as shown Is the property of MIL 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 ML Englneraning, Inc. 0 LL O J LL LU U Ce LU O LL n LL V z 0 J O V z (D z Q o Q0 U LL m LU QUm �W U Lrlj Q V Q W Lo Lo w m J H � Z H ISSUE: DATE: 1. PERMIT 11-13-17 REVISIONS: DATE: DATE: 11-2-17 DRAWN BY: TR CHECKED BY: MIL JOB No. 17-122 SEAL MICHAEL.A. LUE, P.E. FLORIDA REG. #47520 SHEET NO: BUILDING CROSS SECTION 0 COLUMNS LINES 33 SCALE: 1/8" = 11-0" OF 8 SHEET T5 AS PLAN AR(PUND POOL, TYP 4G WALL W/ #5 ® 6" O.G. #5 ® 12"O.G. HORIZ :K GONG SLAB W/ #6 ).G. EH (TOP 4 BOT) DRAIN SGALE: 3/4" = 1'-0" PRE-MANUF RE51H TANK ON WF BEAM SUPPORTS. ANCHORAGE BY TANK MANUF. 4'-0" HIGH 6" GMU IN RUNNIN6 BOND IN #5 VERT BAR IN GROUTED GELLS ® 32' O.G. MAX. 4 AS SHOWN. PROVIDE (1) COURSE b" BOND BLOCK W 1#5 0 TMALL RESIN TANK CONTAINMENT WALL & SLAB PLAN SCALE: I/6" = 1'-0' NOTES: I. PRE-MANUFAGTURED RESIN TANK 51ZE &'-b'H x IT-q"L x 2. RE51N TANK WE16HT = 13,000 1-55 (65 TONS) RESIN WEIGHT = 53 B TOTAL bb, 0 LB5 . TANK b" BOND BLOCK W/ 1#5 GONT GROUTED 50LID b" GMU WALL A5 PER PLAN #5 DOWEL NU A.C.I. q0" HOOK b" PVG WATER STOP 12" THIGK GONG. SLAB IN #6 ® 12" O.G. E.W TOP 4 BOT N .I 24"Dx24'Wx GONT FT& W/ 3#6 BOT. ECTION SCALE: 3/4" _ PRE-ENOR'D RE51H T, BEAMS BY TANK MAt 9/4" EXP jr PROVIDE BACKER ROD GONT. SAW STEEL L 2x2x3/Ib INI/2"4 S NP-I SEALANT o EXP. JOINTS (TSB) ® A MIN. HEADED STUDS x 4" ® 24" O.G. EA 51DE OF DEPTH OF I". SEALANT JOINT SHALL BE TOOLED FT6 A5 PER PLAN 12' EXTEND BARS 12" THROUGH EXP JOINT ONE 51DE INTO IN 12" PVG JAMB FLA506 — "G" JAMB STUD A5 PER METAL 13LD6 DE516NER DOOR HARDWARE — ATTAGHMENT BY DOOR MANUFACTURER \r— TYP EA JAMB I/8 3'012' 3/6'(P SELF DRILLING, SELF TAPPIN6 SCREWS ® 12" O.G. O.H.D. JAMB ATTACHMENT DETAIL SCALE: 3/4" = 11-01, �i #8 SELF DRILLING SELF TAPPING SCREWS ® 121 O.G. MAX TO WALL 61RT5 (MIN 3 FASTENERS PER SIDE) WINDOW & DOOR ATTACHMENT DETAIL SCALE: 3/4' = P-O' FILLED CELL AS PLAN EACH SIDE OF JOINT TERMINATE REINF ONE SIDE CMU WALL AS PLAN OF JOINT FOOTINO PROVIDE BACKER ROD 3/4„ EXP 4 NP-1 SEALANT 0 EXP. Jr JOINTS (TME,) ® A MIN. GONT. 6ALV STEEL R 2x2x3/l6 W/ 1/2"0 DEPTH OF I". SEALANT HEADED 5TUD5 x 4" ® 24' O.G. SHALL BE TOOLED EA SIDE OF JOINT SLAB AS PER PLAN #5 DOWEL x24" 0 24" O.G. IN PVG SLEEVE ONE 51DE -xx— x 01 i x —x x T5 AS PER PLAN SLAB EXP JT EXPANSION JOINT DETAIL IN SLAB & FTG NO SCALE —J STUCCO PREFORMED JOINT FILLER f STUCCO JOINT ALI6HED W/ WALL. JOINT TOOLED POLYURETHANE — a CAULK 4 PREMOLDED BAGKIN6 ROD TERMINATE HORIZ. WALL REINF. EA 51DE OF JOINT WALL JOINT (W.J.) DETAIL NO SCALE NOTES: I. 1/2" GMU WALL JOINT A5 PLAN 4 NOTED A5 THUS: W.J. 2. 015GONTINLE HORIZONTAL JOINT EACH SIDE OF WALL JOINT. 3. AL16N i'ASONRY HEAD JOINTS IN BOND BEAM WITH WALL JOINT. 4. TREAT E30TH FACES OF JOINT WITH TOOLED POLYURETHANE SEALANT AND BACKER ROD AS SHOWN. 5. AL16N EXTERIOR STUCCO JOINT W/ WALL JOINT. GONST JT. �— BLAB A5 PER PLAN T ///1'— 1/2'0 SMOOTH DOWEL x1b" 0 24" O.G. T512 EA 51PE OF JOINT C.J. CONSTRUCTION JOINT DETAIL NO SGALE IV WIDE x j (T) DEEP SAM JOINT. SAW GUTS SHALL BE MADE A5 500N AS CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT AGGREGATE FROM BEING D151-O06ED BY SAW BLADE x v n e � x x= ' x b. e g U C, S.C. SAWN JOINT DETAIL NO SCALE 2" GI FAR 07(Q TIES AS PLAN I 30" LAP I a 2 i I 2i SLEEVE EX15T LINES AS REMIT m BY CODE DEEPEN FT6 12" BELOW 4 WIDER THAN ALL PIPE 121 PROVIDE "Z' BARS TO PENETRATIONS, TYP MATCH AND LAP FT6 MICHAEL A. LUE, P.E. REINF IN DEEPENED FT6 FLORIDA REG. #47520 FOOTING DETAIL CAL PLUMBING LINES NO 5GALE SHEET NO: f^. of3v S-7 U C}i LU 7 cM'....n till y 0 x i > �' O LU LU Q O U L LLL n, ii Z 51 fi t ^ N m M O O a jl,4 o T C O n LU CV 0 N. >'^h'Erp a C l:! O TIi V 0-0aIN l, M. , 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 Engineesring. Inc. 0 N Q O J LL LU U LU O LL ILL V Z 0 Q O Z (D F'— Q UQ <m p Z ao QUW �CY.0 LU r / J LIJ Q2� 0=.. W w 0 w ca w Oa �Z ISSUE: DATE: 1. PERMIT 11-13-17 REVISIONS: DATE: DATE: 11-2-17 DRAWN BY: TR CHECKED BY: MIL JOB No. 17-122 SEAL OF SHEET a BOLT DIAMETER (SEE NOTE 1) I MAX. UPLIFT LOAD ON BOLT MIN. EMBED DEPTH (D) (SEE NOTE 2) PROJECTION (P) MIN. HOOK (H ) 1/2' 2,840 LB5. 8' 3' 2 1/2' 5/8' 4,520 1-135. 10" 3" 3" 3/4" Wo LB5. 12" 3" 4" 1/8" q,230 LB5. 14' 3' 4 1/2" 1' 12,110 LB5. Ib" 3' 5" 1 1/4' Iq,380 L55. 20' 3 1/2" b 1/2" 1 1/2" 28,110 LB5. 24" 3 1/2" 8" NOTE5: I. ANCHOR BOLT DIAMETER AS PE516NED BY METAL BUILDING PE516NER 2. EMBED DEPTH SHALL BE THE DEPTH OF EMBED INTO FOOTING AND 15 NOT INCLUDING THE SLAB THICKNESS FOUNDATION SCHEDULE PL MARK 51ZE ( D x W x L) REINFORCING REMARKS TOP OF FTC ELEVATION TS12 12" 12" GONT 2#5 LW BOT THICKENED SLAB EDGE AS PLAN TS16 16, 36. GONT 4#5 LW TOP 4 BOT, #5 0 24' O.G. 5W TOP 4 BOT MONOLITHIC FT6 ® INT. NON -LOAD BRC WALL AS PLAN TS24 24" 24" GONT 3#5 TOP 4 50T IN #4 TIES 24" O.G. MONOLITHIC FT6 A5 PLAN TS36 24" 36" GONT 4#5 LW BOT W/ #5 ® 24' O.G. 5W MONOLITHIC FTC AS PLAN F1 24" 4'-0' 4'-0" 5#6 EH (TOP 4 BOT) ISOLATED FOOTING PAD - 2'-0" F1A 24" 41-0" 4'-0" 5#6 EH (TOP 4 BOT) ISOLATED FOOTING PAD - 2'-3 3/4" F2 24" 51-0" 51-0' b#6 EH (TOP 4 BOT) ISOLATED FOOTING PAD -2'-0' F3A* 24" b'-0' b'-0" 1#6 LW (TOP 4 BOT) 150LATFD FOOTING PAD ® INTERIOR - 0'-15" F4 * 30" 1'-0" 1'-0" 8#6 EH (TOP 4 BOT) 150LATED FOOTING PAD - 2'-0" F4A* 30" 11-0" 1.-0" 8#6 EH (TOP 4 BOT) 150LATED FOOTING PAD ® INTERIOR - O.-b. F5A 30" 6-0" 8'-0" q#6 EH (TOP 4 BOT) 150LATED FOOTING PAD ® INTERIOR - O.-b. MF60 24" 5'-0' V-0" b#b EN (TOP 4 BOT) MONOLITHIC CRANE GOLUMN FT6 + 0'-0" NOTE CIE REFER TO PLAN FOR LOCATION OF FOOTINGS THAT REQUIRE HELICAL TENSION ANGHOR5 CONCRETE BEAM SCHEDULE MARK 51ZE REINFORCING ARKS WIDTH DEPTH TOP INT. BOTTOM 5TIRRPS B1 8" lb" #b - #b - (2) COURSE 8" BOND BLOCK, SEE NOTE I NOTES: I. PROVIDE 8' PREGA5T CONCRETE LINTEL BY CAST CRETE OR EQUAL ABOVE ALL MASONRY OPENINGS W/ 1#5 BAR GROUTED SOLID POURED SOLID WITH THE MASONRY BOND BEAM ABOVE WITH A MIN. OF 8" BR6 EACH END. TYPICAL U.N.O. DESIGN LOADS DESIGN LOADS PER THE FLORIDA BUILDING CODE, 5TH EDITION ROOF LOADS DEAD...........................................................................................2 1:15F (A5 PER MBhU COLLATERAL LOAD b P5F LIVE ............................................. ..........................................20 P5F (REDUGIBLFJ FUTURE MEZZANINE FLOOR LOAD5 DEAD...........................................................................................15 P5F 4' GONG SLAB ON METAL FORM DECK STEEL BAR JOISTS LIVE (OFFICE)..........................................................................50 P5F PARTITION LOAD...................................................................15 P5F GRAPE LOADS IMPAGT 10% 10% LIFTED LOAD HORIZONTAL 20% 20% LIFTED LOAD + TROLLEY 4 H015T WT LONGITUDINAL LOAD 20% 20% MAX WHEEL LOAD I TON MONORAIL I- I TON H015T CAPACITY 2,000 L55 H015T 4 TROLLEY WT 200 LB5 2 TON MONORAIL 2 -1 TON H015T5 GAPAGIT( 2,000 LB5 EACH HOIST 4 TROLLEY WT 200 L65 EACH b TON MONORAIL 2-3 TON H015T5 CAPACITY 6,000 LB5 EACH H015T 4 TROLLEY WT 500 L135 EACH 10 TON TOP RUNNING BRI06E CRANE 2- 5 TON H0I5T5 BRIDGE WEIGHT 8,200 L55 H015T WT q00 LB5 x 2 = 14X LB5 CRANE WT 10,000 LB5 WIND LOADS PER A56E 1-10 ULTIMATE WIND SPEED REGION, V(ult)......................160 MPH NOMINAL WIND SPEED REGION, V(asd)....................124 MPH WIND BORNE DEBRIS REGION ENCLOSED STRUCTURE BUILDING HEIGHT < 35 FT ROOF PITCH 1/12 R15K CATEGORY 11 INTERNAL PRESSURE COEFF. 3 0.1& EXPOSURE G HEIGHT 4 EXPOSURE GOEFF. 1.45 NOMINAL COMPONENT 8 CLADDING PRESSURES PSF IASDI ZONEEFFECTIVE AREA (50. FT) 0<10 11<20 21<50 51<100 1 +16 -40 +15 -3q +14 -38 +13 -31 2 +16 -61 +15 60 +14 -51 +13 -44 3 +16 -101 +15 -54 +14 -61 +13 -44 4 +40 -44 +38 -42 +36 -3q +34 -38 5 +40 -54 +38 -50 +36 -45 +34 -42 43 -341 -35 3 -54 50 -45 -42 END ZONE 5 15 WITHIN A FIST-414 OF (a) = 12 FT FROM BUILDING CORNERS, 6 O�: 1T^ r ZC_J o , STRUCTURAL NOTES GII,� 0) per. "I I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE EN61NEER OF ANY DI5GREPANGIE5 Z w C M PRIOR TO CONSTRUCTION. _ t3 ,t 2. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WORK. W a o 3. ALL DOORS AND HARDWARE MUST BE DE516NED AND CERTIFIED TO WITHSTAND THE DESIGN WIND PRE55URE5 NOTED IN TH15 LLI Q p " DOGUMENT AND SHALL BE IMPACT RE515TMT OR PROTECTED WITH IMPACT RE515TANT COVERING MATERIAL AS REQUIRED BY LU THE FLORIDA BUILDING CODE. t?. Z_ n LL ,^q, '� II�� _ t STRUCTURAL SUBMITTALS;" "�J c/) OC3) co a3 a 1. THE FOLLOWING MINIMUM STRUCTURAL SUBMITTALS SHALL 13E SUBMITTED FOR REVIEW: W MO fn uli AlA. CONCRETE MIX DESIGNS . CV O B. REINFORCING G. MASONRY AND MASONRY A(CE55ORIE5 D. PRE-EN6INEEREERED METAL BUILDING SHOP DRAWIN65 - SIGNED AND SEALED O COP,: E. MISCELLANEOUS STRUCTURAL STEEL �- U r F. CRANE EGIUIPMENT AND SUPPORTS - 516NED AND SEALED U,F, ° ' , FOUNDATION This drawing and design as shown Is I. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE ALLOWABLE BEARING PRE55ORE OF 2,500 P5F. the property of ML Engineering. Inc. Reproduction and/or use of this drawing 2. CONTRACTOR SHALL VERIFY THAT THE MINIMUM COMPACTION OF 415% OF ITS MODIFIED PROGTOR ACCORDANCE WITH or any content therein, without express A5TM DI551 15 OBTAINED PRIOR TO FOOTING PLACEMENT. consent or permission of this company 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. Is mentt,, and may be subject to legal acttion 4. REFER TO SOILS INVESTIGATIVE REPORT BY K5M ENGINEERING, REPORT NO. 112081-b DATED JULY b, 2018 FOR ALL SITE by ML Englneraring. Inc. PREPARATION REQUIREMENT5. CONCRETE Q I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH A.G.I. 301 "SPECIFICATIONS FOR 5TRUGTURAL CONCRETE FOR BUILDINGS" LATEST EDITION AND A.G.I. 318 BUILDING (ODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2. CONCRETE STRENGTH SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH A5 FOLLOWS: FOUNDATIONS 3000 P51 J" A66R. SLUMP 5' t Is INC 05 O 5LA55 ON GRADE 4,000 P51 is A66R SLUMP 5' 1 is W/G 0.4 W/ 5RA ECLIPSE 1 1/2 6AUCU. YD. _I MASONRY GROUT 3,000 P51 Is A65R SLUMP 10" t I" LL 3. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH A5TM Abl5 GRADE 60. 4. WELDED WIRE FABRIG SHALL 13E IN ACCORDANCE WITH A5TM A05 AND SHALL BE ADEQUATELY SUPPORTED AT 3'-0 O.G. EACH WAY. L.LI 5. THE MINIMUM CONCRETE C9VERA6E5 SHALL BE AS FOLLOWS: CAST AGAINST EARTH 3 INS EXPOSED TO WEATHER 1 1/2 INS 6. PROVIDE qO DEGREE LAP 5PLIGE5 AT ALL INTER5EGTION5. 00-0 1. REINFORCING SHALL BE LAPPED SPLICED AND TIED WITH THE FOLLOWING MINIMUM: #4 241N5 #5 30 INS O #6 36 Iwo 8. CONCRETE SHALL BE TESTED IN AGGORDANGE WITH A5TM G3 . A MINIMUM OF (5) TEST CYLINDERS SHALL BE TAKEN FOR LLB ~ LL EACH 100 (I1 YDS OF POUR, WITH ADDITIONAL SETS FOR EVERY 50 GU YDS OF POUR CYLINDERS SHALL BE TESTED AS FOLLOWS: I a 3 DAYS 1 a 1 DAYS z 2 ® 28 DAYS I ® % DAYS (IF THE MINIMUM STRENGTH 15 NOT MET IN 28 DAYS) Q q. (ONTRAGTOR SHALL PROVIDE SAW GUT5 IN SLABS AT A MAXIMUM SPACING AS INDICATED IN PLAN AND AT ALL RE-ENTRANT J CORNERS. SAW GUTS SHALL BE 1/4 THE SLAB DEPTH AND SHALL BE PERFORMED A5 SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT THE AGGREGATE FROM BEING DISLODGED BY THE SAW BADE. TH15 15 AN EFFORT TO CONTROL THE SHRINKAGE 5TRE55E5 AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RE5ULT5 IN CRACKS, WHICH 15 NOT UNCOMMON. ca MASONRY ( I..L I. CONCRETE MA50HRY WORK SHALL BE IN AGGORDANGE M114 AGI 530.1/A5GE b/TM5 602, 5PEGIFIGATION FOR CONCRETE 7 r n MASONRY 5TRUGTURE5 AND AGI 530/A%E 5M45 402, BUILDIN6 GODE REQUIREMENT5 FOR MASONRY 5TRUGTURE5. L V 2. CONCRETE MA50NRY UNITS SHALL BE IN CONFORMANCE WITH A5TM GqO, GRADE N, TYPE 11. MASONRY UNITS SHALL BE TESTED Cn IN AGGORDANGE WITH A5TM 6140 AND SHALL HAVE A MINIMUM Mn = Ig00 P51. _ Z 3. GROUT SHALL BE IN CONFORMANCE WITH A5TM 6416, COARSE TYPE SLUMP q" TO II'. O 4. MORTAR SHALL BE IN ACCORDANCE WITH A5TM G210, TYPE 5. O 5. ALL MASONRY JOINTS SHALL BE WATERTIGHT AND CONCAVE TOOLED WITH A NON STAINING TOOL. b. EXTERIOR 5URFAGE5 SHALL SEALED AND PAINTED. MM 1. PROVIDE GLEANOUT5 AT INTERIOR SURFACES FOR ALL GROUTED CONSTRUCTION AND LIMIT MORTAR PROTRUSIONS TO 1/2' MAXIMUM < W 0 Q IN GROUTED CELLS. \ 8. ALL MASONRY WALL5 SHALL BE CONSTRUCTED IN RUNNING BOND WITH q GA. LADDER TYPE JOINT REINFORCING SPACED Z /> V Ib' O.G. VERTICALLY. LAP AT ALL CORNERS AND 8" MINIMUM. L . q. PROVIDE 8" PRECAST CONCRETE LINTEL5 WITH 1 #5 HORIZONTAL BAR GROUTED SOLID AT ALL MASONRY OPENIN65 WITH A MINIMUM OF 8" BEARING EACH END, TYPICAL MX-55 NOTED OTHERWISE I.I..I U PRE-ENGINEERED METAL BUILDING ` rx ( ) Lu I. PRE-ENGINEERED METAL BUILDING 5TRGTURE SHALL BE DB16NED AND MANUFACTURED FOR ALL LOADS PRESCRIBED HEREIN BY I W = Cn KIRBY BUILDING 5Y5TEM5 PROJECT #617BO115A. \ J 2. SUBMIT METAL BUILDING SHOP PRAHIN66 AND REACTIONS 516NED AND SEALED BY A FLORIDA RE615TERED ENGINEER FOR / 1[ REVIEW BY THE ENGINEER OF RECORD PRIOR TO FABRICATION. W _ 3. ALL METAL BUILDING COMPONENTS SHALL BE COLD FORMLD WITH A MINIMUM GRADE OF FY = 5OK51 AND SHALL BE IN �=-I F� A(GORDANGE WITH AI51 AND A15G LATEST EDITION, Cn 4. ROOF PANELS SHALL BE A MINIMUM OF 26 6A 6ALVALUME AND SHALL BE INST WITH THE PRESCRIBED LOADS. ALLIED TO RESIST ALL WIND LOADS IN AGGORDANGE I- 5. ALL MEMBERS SHALL BE POKER TOOL GLEANED AND PAINTED WITH A RUST INHIBITIVE SHOP PRIMER WITH A MINIMUM = W L() THICKNESS OF 15 MIL5. I..I..I b. DIACONAL WALL AND ROOF BRACING SHALL BE PLACED IN BAY5 WITHOUT OPENINGS. d. 0 T. CONTRACTOR SHALL PROVIDE ALL THE NEGE55ARY TRIM AND COVER PLATE5 AS NEEDED TO PROVIDE A WEATHER PROOF STRUCTURE AND TO COMPLETE THE STRUCTURE. 8. PRE-ENGINEERED METAL BUILDING MANUF. SHALL DE516N 5UPPORT5 FOR CRANE LOADS AS INDICATED IN PLAN. gg 0 STRUCTURAL STEEL I. STRUCTURAL 5TEEL SHALL BE IN ACCYDANCE WITH A.1.5.G. '5PEGIFIGATION5, FOR THE DE516N, FABRICATION AND ERECTION OF ISSUE: DATE: STRUCTURAL STEEL FOR BUILDINGS% LATEST EDITION. 1. PERMIT 11-13-17 2. STRUCTURAL STEEL 6RADE-5 SHALL BE A5 FOLLOWS: WF SECTIONS A5TM Agg2 FY = 50 K51 PIPE A5TM A36 FY = 36 K51 TU5E5 A5TM A500 FY = 46 K51 PLATES 4 AN6LE5 A5TM A36 FY = 36 KSI 3. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE A.1.5.0. "GODE OF STANDARD PRACTICE", LATEST EDITION. 4. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.W.S. PH WITH ETOXX ELEGTRODE5. FILLET WELDS SHALL BE MIN. UNLE55 NOTED OTHERWISE. 5. HIGH STRENGTH BOLTS SHALL BE IN ACCORDANCE WITH A5TM A325 AND SHALL BE DESIGNED AS BEARING TYPE CONNECTIONS WITH REVISIONS: DATE: THREADS EXCLUDED FROM THE SHEAR PLANE. 6. ANCHOR BOLT5 SHALL BE IN AGGORDANGE WITH A5TM A301. 1. ALL MEMBERS SHALL BE POWER TOOL GLEANED AND PAINTED WITH A RUST INHIBITIVE SHOP PRIMER WITH A MINIMUM THICKNESS OF IS MIL5. 8. GALVANIZED METALS WHERE SPECIFIED SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH A5TM A 123 4 A 153. HELICAL PILES I. ALL MATERIAL USED FOR THE HELICAL PILES SHALL BE HOT DIP GALVANIZED PER A5TM A153 (LATE5T REVISIOW. 2. HELICAL PILES SHALL BE INSTALLED BY A GUALIFIED INSTALLER APPROVED BY THE PRODUCT MANUFACTURER 4. MATERIAL SPECIFICATIONS: DATE: 11 2 17 BRACKET BODY: PER A5TM A36 AND A5TM A510 GRADE 50 T-PIPE TUBE: HOT ROLLED MECHANICAL TU8IN6 PER A5TM A500. LIFTING BOLTS: HEX HEAD BOLT PER 5AE J42q GRADE 5. DRAWN BY: TR GRO55 BOLT: HEX HEAD BOLT PER 5AE J42q 6RADE 5. 5. THE HELICAL PILES SPECIFIED SHALL BE RATED FOR THE FOLLOWING MINIMUM LOADS: CHECKED BY: ML 55 200 P(ULTIMATE) = qO KIPS P(WORKIN5) = 45 KIPS TORQUE RATING = $000 FT-LB5 6. THE MINIMUM DE516N WORKIN6 LOAD CAPACITY FOR THE INSTALLED HELICAL % 200 15 INDICATED ON FOUNDATION PLAN. JOB Na 1 7-122 1. THE INSTALLER SHALL REVIEW THE SOILS INVESTIGATIVE REPORT TO DETERMINE THE REQUIRED MINIMUM REQUIRED DEPTH NEEDED TO ACHIEVE THE RATED GAPAGITIE5 INDICATED IN PLAN. SEAL: 8. HELICAL PILES SHALL BE INSTALLED AT THE MINIMUM DEPTH OF 42 FEET UNLESS THE TORQUE HAS BEEN ACHIEVED AT A SHALLOWER DEPTH. 9. THE CAPACITY OF THE HELICAL SYSTEM 15 A FUNCTION OF MANY ELEMENTS, INCLUDING THE GAP BRACKET, PIER SHAFT, HELICAL PLATE, BEARING STRATA AS WELL AS THE QUALITY OF PIER INSTALLATION. 10. THE GAP PLATE SHALL BE WELDED TO THE HELICAL PILE SHAFT TO DEVELOP THE RATED DESIGN TENSION LOADS. ttiIi FCOPYO IDA E L'JE, P.E. FLORIDA REG. #4752s llsssll • SHEET NO: Siii OF V SHEET (66' R/W) 13 4.00' ° 1334.00' S R/W LINE 0 - - - - - - - i W LINE TDB(typ.) TO REMAIN ASPHALT ACCESSDAS89°51'31 "E e3 1334.00'25' LANDSCAPE BUFFER R W LINE o SWALE 8 SALE ALEEXISTING T2X � PAVEMENT a'-o• M 00 EXISTING 30'x6O' BUILDING OCCUPIED TAX ID# 1431-211-0000-000/5 PHASE I LOADING DOCKS & RECEIVING AREA PHASE ONE BUI DING 125' X 850' F.F.%jjj����� PHASE I CONCRETE STAGINO AREA WITH CONC. PAD AND METAL ROOF TO BE REMOVED DURING PHASE I Q 4 O O N fie W a rn N CT Ln N n n N 13 N 3 Li a ae ^ Li Q W Cn 0 Z �a Q Z f- 0 m U LU ADJACENT PROPERTY OWNER: ASHLY ENTERPRISES EXISTING USE: TYPE 4100 UNDISCOVERED ZONING: IL 6' HIGH CHAIN LINK FENCE 1.4' WEST OF PROPERTY LINE OCCUPIED TAX ID# 1431-213-0001-000/8 ADJACENT PROPERTY OWNER: RE —BUS, LLC EXISTING USE: TYPE 4600 HEAVY EQUIPMENT SRVC ZONING: IL SET 5/8" IR&C STAMPED LB 4286 FOUND 4"x4" CM UNNUMBERED (0.08'W & 0.67'N) SITE PLAN 26' ITORING WELL (TYP) SCALE 1 "=150'-0" 1 SEE CIVIL ENGINEERING FOR ALL DETAILS. IN CASE OF CONFLICTS, ENGINEERING PREVAILS I I SOFT — WALL C — ( MOLD ORAGE CD I to I _fi _fi fi N I I Ta OEGRE LINES TYPIC�L "Al-�.`� WALL I I I Ire MECHANICAL I O EQUIPMENT , 5 ==!:! DIRT ROAD 30' x 850' (25,500 SF) COVERED MULTI -PURPOSE (PHASE 1) UNOCCUPIED TAX ID# 1431-120-0000-000/6 EXISTING EDGE PROPOSED TOP OF WATER OF BANK. \ (60' R/W) HIGH CHAIN LINK FENCE ANDERS PROPERTY LINE 6) (7) (8) (9) (10) (11 GEL I eooTH SKIN AND I I CURE BOOTHS T rRCAL I I O I I✓O I I I I I I PROPOSED EDGE OF WATER Existing 9.68 ac Lake PROPOSED TOP OF BANK. SOUTH LINE OF THE NORTHWEST 1/4. OF THE NORTHEAST 1/4. OF SECTION 31 OCCUPIED TAX ID# 1431-112-0001-000/8 13) (14) 0 PROPO ED TOP OF BA K. - EXISTI G EDGE OF W TER EXISTIT TOP OF BANK. 850'-0" 17 18 6 o cq co y EXISTING PAVEMENT ADJACENT PROPERTY OWNER: BETKOR, LLC EXISTING USE: TYPE 4300 TRUSS MANUFACTURING ZONING: IL TION VALVE FOUND 4%4" CM UNNUMBERED (0.37'W & 0.14'N) UNOCCUPIED TAX ID# 1431-140-0000-000/8 PROJECT DATA BUILDING CODE INFORMATION BUILDING CODE: 2014 FLORIDA BUILDING CODE (5 edition) PLUMBING CODE: 2014 FLORIDA PLUMBING CODE (5 edition) ELECTRICAL CODE: 2014 FLORIDA ELECTRICAL CODE (5 edition) ENERGY CODE: 2014 FLORIDA ENERGY CODE (5 edition) MECHANICAL CODE: 2014 FLORIDA MECHANICAL CODE (5 EDITION) BARRIER CODE: AMERICANS WITH DISABILITIES ACT 2014 FLORIDA ACCESSIBIDTY CODE (5 edition) FIRE CODE: 2014 FLORIDA FIRE CODE (5 edition) NFPA 101 CONSTRUCTION TYPE: TYPE IB '.. USE GROUP: F-1-MAUNFACTURINGE PHASE 1: 106,250 SQUARE FEET WOW' 706250 SQUARE FEET EXTERIOR WORK AREA 22,600 SQUARE FEET TOTAL235,000 SQUARE FEET ACTUAL BLDG HEIGHT: 1 STORY OCCUPANT LOADS: TABLE 1004.1.2 F-1-MANUFACTURIN 1/1 SF: 235,000.0 SF. 100=23 EOPLE 1175 MEN / 1175 W FIRE SUPPRESION: FULLY SPRINKLERED EXT, WALL FIRE RATING: 0 HOURS TABLE 600 FIRE RATINGS TABLE 600 INTERIOR BEARING WALLS: NONCOMBUSTIBLE OCCUPANCY SEPARATION WALLS: 2 HOURS (TABLE 704.1) REDUCED 1 HR. (FULLY SPRINKLERED) COLUMNS: NONCOMBUSTIBLE STRUCTURAL MEMBERS: NONCOMBUSTIBLE FLOOR CONSTRUCTION: NONCOMBUSTIBLE ROOF CONSTRUCTION: NONCOMBUSTIBLE EXTERIOR WALLS: NONCOMBUSTIBLE MEANS OF EGRESS — CHAPTER 10 EGRESS WIDTH: TABLE 1004 LEVEL 0.2-/OCCUPANT REQUIRED/PROVIDED EGRESS WIDTHS: LEVEL 51' REQUIRED / 1188" PROVIDED TRAVEL DISTANCE: F-1-MANUFACTURING - 250 FEET - TABLE 1016.2 DEAD END CORRIDOR: 50 FEET - TABLE 1018.4 NOTE 2 required plumbing fixtures 175 MEN / 1175 WOMEN couponts we lov MCI description tub/shower ja��pm other male femde male femde f-1 BOAT MFG FAC. 1/100 1/100 1/10D ---- 1 4W 1 req. 12 12 12 12 ---- 3 1 provided 6 PLUS 6 7 13 ---- 3 1 AGREEMENT REACHED WITH BUILDING DEPARTMENT TO ALLOW TOILETS AND LAVATORIES AS PRONGED. i' SCHEDULE OF DRAWINGS SHEET # DESCRIPTION ARCHITECTURAL A-1/6 SITE AND FLOOR PLAN A-2/6 DETAILED FLOOR PLANS A.C. AREA A-3/6 EXTERIOR ELEVATIONS AND SCHEDULES A-4/6 EXTERIOR ELEVATIONS A-5/6 WALL SECTION A-6/6 WALL SECTION CONSULTANTS CIVIL KNIGHT MCGUIRE AND ASSOCIATES 80 ROYAL PALM POINT, #401 VERO BEACH FLORIDA 32960 CONTACT SCOTT MCGUIRE 772-569-5505 STRUCTURAL M.L. ENGINEERING, INC. 2030 37 AVE, VERO BEACH, FLORIDA, CONTACT MIKE LUE 772-569-1257 3 Q Q Pall c c 310 0 I — C� ® >� DUNK POOL 2 NDNNG HULL PULL B Ohl REPAIR 1 k Z AREA I SU8 AND DEC 11G AREA r IDS AND RIC 1REA TONAL AND REA CURB, SEE EN INEERING TM — —O BULK AND, I I I I I 2I S L_ I I ICURty GA ) TWO 70N LI O I TYPICAL 1 I ac pTM c ICJ I STRIN (3) iVYO TON RAILS DECK PULL FLIP II AND CURE I I I) — — _ _ - - _ - J - - - J - -- -_- fi5 MCl/ Port Lamo � � � � TTTT h I I I I I I IN I I ONE IION RAILI I I T ry I I I I I I) I I E ESS LINES ICAL — I I I I I I I L O 1 O 1 I 0 1 I I I I Janitor!° I I 1 OO I _ OPY,I TM INDOOR BREAK I Electr/col Man Data _ _ _ _ 153'-10" i Break Room i OUTDOOR I1REAj AREA — O I� �/ DE SHEET L— SEE A-2FOR EOOR AND LIFE SAFETY PLAN SCALE 3/32 =1 -0„N W M e N O U �� U�� U cd ;..4O I E IU-1 0 r"1 n.. 1�- O Q nn 11_. l�- � O � m U ua I' I > J-I..t O IL REV15IONS: COPYRIGHT- THIS DRAWING AND THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF BRENNER 4 ASSOCIATES, ARCHITECTURE, INC. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF BRENNER 4 ASSOCIATES, ARCHITECTURE, INC. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE: COMM. NO: 11/13/11 XXX DRAWN BY: CHECKED BY: A 1 OF 6 s 0 r a a w a- 00 Ln N N r-4 IN N O ti 3 v Lu w J 0 w U Z Q Z g a ooa O J W J N Q Ln Z i w .. QL O z Q fQ fL 0 O O :3 � Z LL u1 _U ul l� �ujLL REVISIONS: h��e(17 COPYRIGHT - THIS DRAWING AND THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF BANNER d ASSOCIATES, ARCHITECTURE, INC. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF BRENNER ASSOCIATES, ARCHITECTURE, INC. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE: COMM. NO: 11/13/11 xxx DRAWN BY: CHECKED BY: J.M.B. J.M.B. A 2 OF 6 PART 1 - GENERAL'' A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA-70) 2. CODE FOR SAFETY TO LIFE (NFPA-101) 3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS (NFPA-72) 4. UNDERWRITERS' LABORATORIES (UL) 5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECIFICATION (FED. SPEC.) 8. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 9. FLORIDA BUILDING CODE. FBC 2014 EDITION 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11. CITY OF FORT PIERCE BUILDING CODE. (AMENDMENTS TO FLORIDA BUILDING CODE FBC 2014) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT THE CONTRACTOR IS TO FURNISH, INSTALL AND CONNECT COMPLETE. PART 2 - PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER WITH "THHN-THWN" INSULATION UNLESS OTHERWISE NOTED. B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL, SMOOTH INSIDE AND OUT AND SHALL BE HOT -DIPPED GALVANIZED. C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS I. IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. D. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. t. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. F. PANELBOARDS: 1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE. 3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD" 4. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. 5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 6. ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 1/4" ENGRAVED LETTERING FOR PANEL IDENTIFICATION. 7. ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS. G. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES SHALL BE NEMA-1 FOR INDOOR LOCATIONS, NEMA 3R FOR OUTDOOR LOCATIONSOR AS OTHERWISE NOTED. H. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS, WITH OVERLOAD RELAYS IN EACH PHASE. WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) COLOR SHALL BE COORDINATED WITH CLIENT. PART 3 •- EXECUTION A. COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: 1. 208/120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK, 1 RED AND 1 BLUE. GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. 2. 480/277 VOLT, 3-PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BROWN, 1 YELLOW, AND 1 PURPLE. GROUNDED (NEUTRAL) CONDUCTORS; GREY. GROUNDING CONDUCTORS SHALL BE GREEN. 3. BRANCH CIRCUIT WIRING (#6 AND SMALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULATION COLOR AND FEEDERS AND SERVICES (#4 AND LARGER) SHALL BE CODED AT ALL JUNCTION OR PULL POINTS (EXCEPT LB'S OR LBD'S) USING COLOR MARKERS OR PLASTIC TAPE MANUFACTURED I• FOR THE PURPOSE. B. WIRING METHODS 1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCREIE TIGHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. 3. TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. AND LOCAL CODES. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT. E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER. L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THIRD LINE VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG S17E RESTRICTIONS. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE 0. PROCEEDING WITH ANY WORK. PER NEC 210.8(8)(2) ALL 15- AND 20-AMPERE, 125-VOLT RECEPTACLES IN NONDWELLING- TYPE KITCHENS TO BE GFCI PROTECTED. P.BRANCH CIRCUIT CONDUCTORS SHALL BE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3% DESIGN LOAD. FBC 2014 FBC ENERGY CONSERVATION SECTION 405.7.3. Q. FEEDER CONDUCTORS SHALL BE SIZED FOR A MAXIMUM OF 2% VOLTAGE DROP PER 405.7.3. ELECTRICAL SHEET INDEX EO.1 ELECTRICAL NOTES, LEGEND & INDEX E3.1.2 PARTIAL SLAB ELECTRICAL PLAN E3.1.3 PARTIAL SLAB ELECTRICAL PLAN E5.1 RISER DIAGRAM ELECTRICAL LEGEND TELEPHONE OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. v MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNTED ABOVE COUNTER, SEE ARCHITECTURAL DRAWING FOR SPECIFIC REQUIREMENTS. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. 0 MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT RUN TO THE NEAREST STUD WALL AND STUBBED OUT FROM WALL 6" ABOVE CEILING. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. TELEVISION OUTLET WITH 1-1/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. T(n 20 AMP SINGLE RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. ((11 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF iY OUTLET UNLESS NOTED OTHERWISE. 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. �GFI 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER, MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. } 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED ABOVE COUNTER iY SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC REQUIREMENTS. R1� 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18" A.F.F. ii TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. �c 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18" tttt A.F.F. TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. ® 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MOUNTED. SPECIAL-PURPOSE RECEPTACLE Q JUNCTION BOX QP SINGLE GANG JUNCTION BOX FOR POWER CONNECTION TO MODULAR FURNITURE SYSTEM INSTALL IN EXACT MANNER AS DIRECTED BY FURNITURE SUPPLIER. (Z)T/D DOUBLE GANG JUNCTION BOX FOR TELEPHONE DATA CONNECTION TO MODULAR FURNITURE SYSTEM. INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER. EXTEND (2) 3/4" EMPTY CONDUITS FROM JUNCTION BOX TO ABOVE CEILING AND TERMINATE WITH INSULATING BUSHING 6" FROM WALL. TELE/POWER POLE FOR TELEPHONE/DATA/POWER CONNECTION TO MODULAR FURNITURE 8 WIRE SYSTEM (SEE DETAIL THIS SHEET). INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER, WIREMOLD CATALOG # 25DTP-4D W/IVORY FINISH. ® SPECIAL PURPOSE RECEPTACLE MOUNTED BELOW RAISE FLOOR. EF EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. SINGLE POLE, 20 AMP, SWITCH. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $3 3-WAY, 20 AMP, SWITCH. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $p SINGLE POLE, 20 AMP, SWITCH WITH DIMMER. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $,, MOTOR RATED SWITCH VACANCY SENSOR SWITCH, WATTSTOPPER, MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. TWO POLE, 30 AMP SWITCH. MOUNT ADJACENT EQUIPMENT TO BE CONTROLLED. TI b AS t�] AS I - WP T/C RE E A.F.F. • LV FACTORY MOUNTED DISCONNECT/STARTER (SEE MECHANICAL SCHEDULE) FUSIBLE DISCONNECT SWITCH A = POLES, B= FRAME SIZE, C= FUSE RATING FUSIBLE MOTOR STARTER DISCONNECT SWITCH A = POLES, B= NEMA SIZE, C= FUSE RATING GROUNDING ELECTRODE & CONDUCTOR SYSTEM TRANSFORMER ELECTRICAL PANELBOARD TELEPHONE WOOD BACKBOARD WEATHERPROOF TIME CLOCK RELOCATED EXISTING TO REMAIN ABOVE FINISH FLOOR CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. CEILING MOUNTED LOW VOLTAGE DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. wa 91.I' IF rr ISSUED FOR PERMIT ONLY (SLAB) - Itlttttr rr� `: „ i `r W LL - :"� B«a O W U z w Q a sW L/1 O a � w W c. pprojt.no.:2017-04 77ger: dM checked by: BB scale: AS NOTED date: 11-16-17 sheet E0.1 project n � . II Pul to ton ails1(2) 0 N Repcjir 1 & 2 Sub & Deckin Two ton Lids&Rig ails (2) Final&QC i� I I I I I I I I I I I I I I I I (4)6" OWER CONDUITS (TE4)2 •, One ton rail LCO DATA, CABLE CONDUITS Flip I rla —1 Women am �1nI L3 L1 cc I I �?-Electri al Break Room Break Area H MAIN - i ta Men 1 ' Lao ------ ----— -------- --- '--'---- — — — — — — — — — — — -— — — — — — — ---------- — ---------'----------------�I 1 277/480V FPUA TRANSFER ---/ METER A AND SEE SITE PLAN AND COORDINATE WITH UTILITY (4)2 CT FOR EXACT LOCATION. TELCOCABINET DATA, DATA, CABLE CONDUITS ELECT AL LIP) "LAN NORTH GENERAL NOTE -CONTRACTOR TO COORDINATE ALL ELECTRICAL REQUIREMENTS AND MOUNTING LOCATIONS WITH OWNER AND EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION. KEY NOTES 1 ELECTRICAL CONDUIT TO PENETRATE SLAB TO CONNECT TO ELECTRICAL EQUIPMENT. COORDINATE ALL ELECTRICAL CONNECTION REQUIREMENTS WITH ELECTRICAL CONTRACTOR PRIOR TO INSTALLATION. (APPROXIMATE LOCATION OF FUTURE PHASE II ELECTRICAL ROOM. PROVIDE CONDUITS EQUAL TO PHASE I ELECTRICAL ROOM. OREFER TO SHEET E5.1 FOR CONDUIT SIZING. ISSUED FOR PERM FP ONLY (SLAB) - 11 0= A EW �Ww z doa Q !a maw �O A O cn a O� a / Zno.: \ 2017-0497 project manager: dM checked by: BB scale: AS NOTED date: 11-16-17 312 project ion Resin Tanl, C Mold Storage lV Hi 0 Gelcoat Booth Air zone 1 Mold Return I I Skin & Cure IIIIIIIIIIIIIIIIIIIIIIIIIIII®OWO- ��®P 11 a I I I � I L6 I I I Electr I I I � to I I Bulk 8c Cure Stringer 8c Cure Hull Pull -- u Fe 11 r--r-r--� Two ton ails - ��,,,> ■ L'f L6 5HP I I I I (! I I I I Two ton ra i nfusion Pull and Flip CONDUITS "Im m w cas�eum rl I I Mech Equip Break Area Electr I I I ..... ..... ..._------ --------'--------'-_ ----------------------------------------------- ' I to z w w O�7 QUA Ua a w 0.• I oc WOZ' a DATA, a; CABLE � 'G c CONDUITS o ELECT CAL SLAB PLANQ4 NORTH GENERAL NOTE -CONTRACTOR TO COORDINATE ALL ELECTRICAL REQUIREMENTS AND MOUNTING LOCATIONS WITH OWNER AND EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION. KEY NOTES CDELECTRICAL CONDUIT TO PENETRATE SLAB TO CONNECT TO ELECTRICAL EQUIPMENT. COORDINATE ALL ELECTRICAL CONNECTION REQUIREMENTS WITH ELECTRICAL CONTRACTOR PRIOR TO INSTALLATION. OREFER TO SHEET E5.1 FOR CONDUIT SIZING. FILE C I ISSUED FOR PERMIT ONLY (SLAB) - I or projt. no.: 2017-0497 project manager: JM checked by: BB_ scale: AS NOTED date: 11-16-17 391*3 project WALL KARP ZURN Z-1022 ACCESS AUTOMATIC DOOR PRIMER FLOW FROM CHROME POTABLE ESCUTCHEON WATER PLATE RISER FLOW TO FIXTURE WALL FLOOR DRAIN AIR ;AP VACUUM J.R. SMITH BREAKER POINTS 2005-AP 12" MINIMUM TO HORIZONTAL RUN IN PIPE ITRAPRIMER CONINE 'TION 4" TRAP PRIMER DETAIL Ni T TO SCALE PLUMBING NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SCOPE OF WORK. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE FLORIDA BUILDING CODE Sth EDITION (2014) - PLUMBING, APPLICABLE LOCAL CODES, RULES, AND ORDINANCES. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIALS SHALL BE NEW AND OF GOOD QUALITY. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY -OPERATIONAL. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. PLUMBING CONTRACTOR SHALL OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. CONTRACTOR SHALL SUBMIT TO ARCHITECT/ENGINEER, FOR REVIEW & APPROVAL, FIVE (5) SETS OF MANUFACTURER'S CUT SHEETS FOR EACH FIXTURE, PIPING/FITTING MATERIAL AND EQUIPMENT ITEM WITH ASSOCIATED CONTROLS, THAT ARE INCLUDED IN THE CONTRACT. 8. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ARCHITECT/ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 10. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERT ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 11. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE "L" COPPER. ALTERNATE PIPING & FITTING MATERIALS MAY BE USED IN ACCORDANCE WITH FLORIDA BUILDING CODE 5th EDITION (2014) - PLUMBING, TABLES 605.3, 605.4 & 605.5, WHEN APPROVED BY ENGINEER OF RECORD AND LOCAL AUTHORITY HAVING JURISDICTION. PROVIDE ALTERNATE FOR CPVC PIPING & FITTINGS EQUAL TO LUBRIZOL CORZAN OR FLOW -GUARD GOLD. PROVIDE ALTERNATE FOR PEX TYPE 'A' PIPING & FITTINGS EQUAL TO UPONOR. ALTERNATES ARE PERTINENT FOR WATER SERVICES KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS OR OTHER PARTICULAR CIRCUMSTANCES AS DEEMED APPROPRIATE BY DIRECTIVE FROM THE OWNER. CONTRACTOR SHALL PERFORM A WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION AND SHALL SUBMIT TEST RESULTS TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL. DISINFECTION OF POTABLE WATER SYSTEM SHALL COMPLY WITH FLORIDA BUILDING CODE 5th EDITION (2014) - PLUMBING, SECTION 610. ALL WATER PIPING & FITTINGS SHALL BE OF DOMESTIC MANUFACTURE; SPECIFICALLY IN THE UNITED STATES OF AMERICA. 12. SOIL, WASTE, VENT, AND RAINWATER (DWV) PIPING & FITTINGS SHALL BE CAST IRON OR PVC, WHERE CODE ALLOWS. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. PVC PIPING SHALL BE SOLID -CORE ONLY, FOAM -CORE PIPING SHALL NOT BE ACCEPTED. CAST IRON PIPING & FITTINGS SHALL BEAR THE CISPI-301 MARK. ALL DWV PIPING & FITTINGS SHALL BE OF DOMESTIC MANUFACTURE; SPECIFICALLY IN THE UNITED STATES OF AMERICA. 13. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE ANGLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS (WHERE REQUIRED). COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 14. PROVIDE APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING FIXTURES, SIZED & LOCATED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS & PDI-WH2O1. 15. PROVIDE DIELECTRIC COUPLINGS OR FLANGES BETWEEN ALL DISSIMILAR METALS IN PIPING AND EQUIPMENT CONNECTIONS. 16. ISOLATE COPPER PIPING FROM METALLIC HANGERS OR SUPPORTS WITH ISOLATOR PADS OR NON-CONDUCTIVE MATERIAL. 17. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING ANNULAR SPACE BETWEEN PIPING AND SLEEVES WITH INTUMESCENT CAULK, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS, AS PART OF THE PLUMBING CONTRACTOR'S WORK. 18. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 19. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES. ACCESS PANELS IN RATED WALLS SHALL MAINTAIN THE SAME RATING AND SHALL MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 20.PROVIDE COMBINATION CLEANOUT PLUG AND COVER PLATE OR ACCESS PANEL FOR ALL WALL CLEANOUTS. FINISH TO MATCH NEARBY FIXTURE TRIM. 21. NO COMBUSTIBLE MATERIAL SHALL BE INSTALLED IN MECHANICAL ROOMS NOR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 22. NO WATER, SANITARY OR DRAINAGE PIPING SHALL BE INSTALLED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 23.ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE FURNISHED FOR OWNER/OPERATOR. 24. CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH ARMAFLEX INSULATION AND A VAPOR -BARRIER JACKET PER FLORIDA BUILDING CODE 5th EDITION (2014) - ENERGY CONSERVATION, TABLE C403.2.8. PVC WITHOUT INSULATION IS ACCEPTABLE FOR RISERS AND BELOW GRADE PIPING. WHEN USED IN A RETURN AIR PLENUM, PVC PIPING WITH INSULATION IS ACCEPTABLE IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. CONDENSATE PIPING SHALL NOT DRAIN ONTO THE ROOFING SYSTEM NOR ANY OF ITS COMPONENTS. CONDENSATE PIPING ARRANGEMENT IS EXEMPT FROM MINIMUM EQUIPMENT CLEARANCE REQUIREMENTS PER FLORIDA BUILDING CODE 5th EDITION (2014), SECTION 1522.3.5. ALL HORIZONTAL RAINWATER PIPING RUN ABOVE FINISHED FLOOR THAT RECEIVES CONDENSATE DISCHARGE SHALL BE INSULATED WITH ARMAFLEX AND A VAPOR -BARRIER JACKET. 25. HOT WATER PIPING INSULATION SHALL BE PROVIDED IN ACCORDANCE WITH FLORIDA BUILDING CODE 5th EDITION (2014) - PLUMBING, TABLE 607.5 & FLORIDA BUILDING CODE 5th EDITION (2014) - ENERGY CONSERVATION, TABLE C403.2.8. CONTRACTOR SHALL USE ARMAFLEX OR EQUAL WHERE APPLICABLE. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING, ALL COLD WATER PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION AND A VAPOR -BARRIER JACKET, PER FLORIDA BUILDING CODE 5th EDITION (2014) - ENERGY CONSERVATION, TABLE C403.2.8. 26. AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION. INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. 27.PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 28• STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 29.ALL HORIZONTAL RAINWATER PIPING THE RECEIVES CONDENSATE DISCHARGE FROM AIR CONDITIONING EQUIPMENT SHALL BE INSULATED WITH 1" THK. ARMAFLEX. 30. PLUMBING PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE SPRINKLER, STRUCTURAL AND CIVIL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. PIPING MODIFICATIONS SUCH AS OFFSETS, BENDS, TRANSITIONS, AND SIZES SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN PIPE SIZES AND ROUTING SHALL BE REQUIRED 13Y THE CONTRACTOR TO AVOID CONFLICTS AND TO ADAPT TO EXISTING FIELD CONDITIONS PROVIDED THAT INSTALLATION MEETS ALL APPLICABLE CODES. 31. SUPPLY TRAP PRIMER FOR ALL FLOOR DRAINS, FLOOR SINKS, HUB DRAINS, ETC. SHOWN ON PLANS. 32 CONTRACTOR TO FIELD VERIFY ALL SUPPLY PRESS EME URE REQUIR NTS AND LIMITATIONS. PROVIDE I PRESSURE REDUCING VALVE IF REQUIRED. PLUMBING SHEET INDEX POA PLUMBING NOTES, LEGENDS, AND DETAILS P3.1.2 PARTIAL SLAB PLUMBING PLAN P3.1.3 PARTIAL SLAB PLUMBING PLAN P5.1 SLAB PLUMBING ISOMETRIC PLAN PLUMBING LEGEND CO CLEAN OUT �--� SANITARY SEWER PIPING S.O.V. SHUT-OFF VALVE $ - - - S VENT PIPING COTC CLEAN OUT TO GRADE DOMESTIC COLD WATER PIPING FS FLOOR SINK $------5 HOT WATER PIPING (110') CW DOMESTIC COLD WATER S- - - - -S HOT WATER PIPING (140') HW DOMESTIC HOT WATER S- - - - � HOT WATER RECIRCULATING PIPING HWR DOMESTIC HOT WATER RECIRCULATING -CD -S CONDENSATE PIPING HB HOSE BIBB-CA-� COMPRESSED AIR PIPING VTR VENT THRU ROOF-T&P-S TEMPERATURE AND PRESSURE RELIEF GATE VALVE S-SO STORM DRAIN PIPING GLOBE VALVE $- G -S GAS PIPING N CHECK VALVE jr CAS PIPE RISE UP GAS SOLENOID VALVE S-}S PIPE DOWN OR DROP GAS COCK CAPPED END OF PIPE WATER HAMMER ARRESTER (PDI No.) Z_ POINT OF CONNECTION FD FLOOR DRAIN � P-TRAP PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH TFE JOINT COMPOUND. - WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. " Ya , CONCRETE FLOOR SLAB COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT; LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT DETAIL NOT TO SCALE SHOCK ARRESTOR SCHEDULE P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION A SIOUX CHIEF 652-A 1-11 1/2" B SIOUX CHIEF 653-B 12-32 3/4" C SIOUX CHIEF 654-C 33-60 1" SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ASSE 1010 STANDARDS. SLOPE OF HORIZ. DRAINAGE PIPE SIZE (inches) MINIMUM SLOPE (inch per foot) 2-1/2 or less 1/4 3to6 1/8 8 or larger 1/16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2014 W wiz z u � w � a W U � W x P O O a w Q � Q z U a Iw o �a`o. t projt7managerjM proje checked by: BB scale AS NOTED Ldate: 11-16-1117 _-___ ..._._. P0.1 ISSUED FOR PERMIT ONLY ISLARI _ project