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Home My WebLink AboutBuilding Plans®tee CRIST L.LE :, CAY CONDOMIN"6111um HUTCHINSON AN INDEX OF" DRAWINGS ARCHITECTURAL DRAWINGS 5TRUCMRAL DRAWING5 ELECTRICAL DRAWINGS DWG NO. DRAWING CONTENTS DWG NO. DRRWIN6 CONTENTS DWG NO, DRAWING CONTENTS AO.00 COVER SHEET DRAWING INDEX Ci 51.1 5AILF15H FOUNDATION PLAN E-100 ELECTRICAL SPECIFICATIONS A1.00 CODE REVIEW 1� 51.2 SAILFISH 2ND FLOOR FRAMING PLAN E-101 LIGHTING TABLES A1.01 SAILFISH LIFE SAFETY PLANS q 51.3 5AILF15H 3RD FLOOR FRAMING PLAN E-200 ELECTRICAL SITE PLAN ,errs .,I1 „ _ , , _, _ g 51.4 5AILF15H 4TH FLOOR FRAMING PLAN E-201 PHOTOMETRIC 51TE PLAN A1.10 ARCHITECTURAL SITE PLAN q 51.5 SAILFISH ROOF FRAMING PLANS E-400 GARAGE ELECTRICAL PLANS A1.20 5AILF15H GARAGE $ 21ND FLOOR PLANS 1 r 5 2.1 SAILFISH COLUMN 4 YVALL DETAIL5 E--401 MAHI--MAHI HALLWAY ELECTRICAL PLA145 A121 SAILFISH 3RD 4 4TH FLOOR PLANS 955.1 5AILF15H SECTIONS E-402 SAILFISH HALLWAY ELECTRICAL PLANS A1.22 5AILF15H ROOF PLANS q 53.2 SAILFISH SECTIONS E-403 ROOF ELECTRICAL PLANS i 4 4 l iuFt t w ARA 2 NS q 5 3.3 SAILFISH SEGTION5 imW1100 'Pr r H'1--MA+4T`. D r R 54.1 5AILF15H GENERAL NOTES E-501 UNITS A a B ELECTRICAL PLANS Alftw-Fffii hA1 I M>A: f F„- , ci 54.2 5AILF15H TYPICAL DETAILS E-502 UNITS E3 ALTERNATE $ G PLANS A1.30 GARAGE PLANS 154ii0 A'1 E A1,32 2ND FLOOR UNIT A PLANS E--600 ELECTRICAL PLAN DETAIL5 A1.33 3RD $ 4TH FLOOR UNIT A PLANS E-`700 51N6LE LINE DIAGRAM Al 34 UNIT B PLANS 1 L I MA # 4%H E`h aC RA 1NG PL:Ai E-701 FIRE ALARM $ COMMUNICATION PLAN A1.35 UNIT B ALTERNATE PLANS I AHI-MAHI PO i t1N' SANS' E--500 PANEL 5GHEDULES 4 LOAD TABLES A1.36 2N17) FLOOR UNIT G PLANS 1s"°21 1�IiH1 MAHI CONµ; WLL�-2 E"f",'+ILS A1.3"1 3RD a 4TH FLOOR UNIT G PLANS 1 'S'' .1 4A46MAW SLGTION5 PLUMBING DRAWINC75 ,ram NI 5 1 1AH1 itAH1s5I�CiiCIS DWG NO. DRAWING CONTENTS r2 .S- .3 AH M Ht"Si GT I 1 P-1 PLUMBING LEGEND $ SPECIFICATIONS ,1 UIIT P15 1+4:2 1MAH1 T'IA °11"AI P-2 PLUMBING PLANS - 5AILFI5H Dm H F OO �i MECHANICAL PRAWINC75 P-4 PLUMBIN6 PLANS UNITS A, B ,$ G A2.10 5AILF'I51-4 EXTERIOR ELEVATIONS DWG NO. DRAWING CONTENTS P-5 PLUMBING PLANS UNITS D, E, F 4 6 S P-6 PLUMBING DETAILS A3.10 SAILFISH BUILDING SECTIONS M--1 MECHANICAL LEGEND 4 SPECIFICATIONS P-7 PLUMBING RISERS M-2 MECHANICAL PLANS - 5AILF15H P-5 PLUMBING RISERS A4.10 STAIR SECTIONS" M�%%fi=A11yAIHfi M-4 MECHANICAL PLANS UNITS A, B 4 G A4.20 UNIT A 4 C INTERIOR ELEVATIONS M-5 MECHANICAL PLANS UNITS D, E, F 6 A4.21 UNIT B INTERIOR ELEVATION5 M-6 MECHANICAL DETAILS WKS ' ' F, F � A6.10 DOOR, PNINDOW 4 FINISH SCHEDULES A6.11 DOOR AND WINDOW DETAIL5 V N IWO UV' QF I[ d N IQ OD a) N Li O w �W 1Z J z Qa W ❑ 0 Cl191 ® W El Z] Q W J wLL Z W U U W ,7 I 'Q U LLREG. 669E v � o w o a w O >�T� U o ^ T 1 4 z 0 U W H o z REVIEWED FOR CODE COMPLIANCE H ST. LIP;, -IF COUNTY BOCC U r SA (L 1� � b COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. 'These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. W W 0 CODE REVIEW FOR CRISTELLE GAY CONDOMINIUM SCOPE OF WORK MEANS OF EGRESS FLORIDA BUILDING CODE CHAPTER 10 AND NFPA 101 CHAPTER51 AND 30 CRISTELLE CAY 16 A CONDOMINIUM DEVELOPMENT CONSISTING OF (2) FOUR-STORY STRUCTURES, WITH (3) FLOORS OF RESIDENTIAL CONDOMINIUM U OCCUPANT LOAD UNITS ABOVE A (1) STORY PARKING STRUCTURE. SAILFISH IS A 9-UNIT OCCUPANT LOAD PER FLOOR BUILDING WITH 3 UNITS PER FLOOR CONNECTED BY AN EXTERIOR WALKWAY SAILF18142ND FLOOR - 5,142 SFJ200 as 213 OCCUPANTS AND A SINGLE ELEVATOR ABOVE A PARKING GARAGE WITH (9) PARKING SAILFISH 3RD 4 4TH FLOOR - 5593 S.FJ200 an 28 OCCUPANTS SPACES. MAHI-MAHI 18 A 12-UNIT BUILDING WITH 4 UNITS PER FLOOR MAHI-MAHI 2ND, 3RD 4 4TH FLOOR - 655S 5F./200 0 33 OCCUPANTS CONNECTED BY AN EXTERIOR WALKWAY AND TWO ELEVATORS ABOVE A OCCUPANT EGRE55 WIDTH FOR STAIRS: 03 X 33 As 9.911 PARKING GARAGE WITH (12) PARKING SPACES. THERE ARE (21) PAVED OCCUPANT EGRESS WIDTH OTHER AREA: 0.2 X 33 be r b11 ONSITE PARKING SPACES. SITE AMENITIES INCLUDE A POOL AND A RAISED WOOD DUNE CRO85OVER WITH INTEGRAL GAZEBO. TWO EXITS ARE PROVIDED. IU REQUIRED MINIMUM WIDTHS CODE REVIEW FBC TABLE 1020.2 CORRIDOR IN DWELLING UNIT: 3611 EGRESS BALCONY: 3611 BASED ON OCCUPANT LOAD REFERENCE CODES FBC SECTION 1010.1.1 EGRESS DOOR MINIMUM: 34" FLORIDA BUILDING CODE SIXTH EDITION (2011) - BUILDING EGRESS DOOR PROVIDED: 360 FLORIDA BUILDING CODE SIXTH EDITION (2011) - ACCESSIBILITY FLORIDA BUILDING CODE SIXTH EDITION (2011) - PLUMBING FLORIDA FIRE PREVENTION CODE SIXTH EDITION (2011) FAIR HOUSING ACCESSIBILITY GUIDELINES NFPA 101 - LIFE SAFETY CODE (2018) USE AND OCCUPANCY CLASSIFICATION FLORIDA BUILDING CODE SECTION 310 RESIDENTIAL GROUP R-2 FLORIDA BUILDING CODE SECTION 311 STORAGE GROUP 8-2 LIFE SAFETY CODE SECTION li RESIDENTIAL AND CHAPTER 30 - NEW APARTMENT BUILDINGS FEMA FLOOD ELEVATION INFORMATION FLOOD ZONE: VE Ist 88 ELEVATION: 11' FEMA FLOOD MAP PANEL: 12111C0003K (6/2 1) PROPERTY 1$ LOCATED IN SPECIAL FLOOD HAZARD AREA BASE FLOOD ELEVATION: STRUCTURE CATEGORY 11 (ASCE 24 TABLE 1-1) MINIMUM BLAB ELEVATION as 12'(0FEg7 (ABCE 24 TABLE 5-1) > NO HABITABLE $PACE IS LOCATED BELOW 12' SLAB ELEVATION. ELEVATOR PITS ARE LOCATED BELOW MINIMUM ELEVATION AND SHALL BE PROTECTED THROUGH DRY FLOODPROOFING AS v _ TABLE 722.2.1.1 �\ MINIMUM EQUIVALENT THICKNESS OF CAST -IN -PLACE OR PRECAST CONCRETE WALLS, LOAD -BEARING OR NONLOAD-BEARING CONCRETE TYPE MINIMUM SLAB THICKNESS (inches) FOR FIRE -RESISTANCE RATING OF 1 hour 1112 hours 2 hours 3 hours 4 hours Siliceous 3.5 4.3 5.0 6.2 7.0 Carbonate 3.2 4.0 4.6 53 6.6 Sand -lightweight 2.7 3.3 3.8 4.6 5.4 Lightweight 2.5 3.1 3.6 4.4 5.1 BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings -ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Q N IWD Design No. K913 O VI FW IND September 14, 2009 � m CO LO V L.L O Restrained Assembly Rating -1-1/2 or 2 Hr. (See Items 1 and 3) Unrestrained Assembly Rating -1 and 2 Hr. (See Item 1) For SI: 1 inch = 25.4 mm. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as � > W (�' Canada, a load restriction factor shall be used - See Guide BXUV or BXUV7 W J or Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Q CI t 0 W 00 WLL Q. Z � ton 1. Normal Weight Reinforced Concrete - Reinforced slab and beam designed in accordance with the current ACI-318. Carbonate aggregate, minimum compressive strength of 3500 psi., and unit V, eight of 145 +!- 5 pcf. Minimum Slab thickness and reinforcement cover described in the table below: DESIGNATED IN ABCE 24 CHAPTER 6. li FF. R.aI.WB.e Ratlurle- ANSINL 263 G.d led far United Sete. ALL EQUIPMENT AND UTILITIES ARE LOCATED ABOVE MINIMUM SXUVT-Fire Resistance Ratings- DANIUL"101 CGI for Canada ELEVATION 12'(ASCE 24 TABLE 1-1). Design No. U404 TERMITE PROTECTION D October 10, W17 FLORIDA BUILDING CODED CHAPTER 18 RenbaaMg wan Bell.,- 1 land 2 w(So. Items 6 and 6) PRIOR TO POURING. CONCRETE, BUILD ING AREA SOIL SHALL •Imbibes Such Products ban be., the UL... UL 0.0fiSeanen Me*formdammme. imA l ON UL xM.uL camnaanan pecn a. C... da).reaPo.UNII, BE TREATED FOR TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE SUBMITTED TO AUTHORITIES PRIOR TO POURING (D (4 CONCRETE. .. ... SPECIAL DETAILED REQUIREMENTS BASED 03 ON USE AND OCCUPANCY ,nT. conngGmuon FLORIDA BUILDING CODE CHAPTER 4 4) n I) SECTION 4064 PARKING GARAGES- THE PARKING GARAGE MEETS THE DEFINITION OF "G'-- ENCLOSED PARKING GARAGE AND SHALL BE PROVIDED 2 WITH MECHANICAL VENTILATION SYSTEM AND AUTOMATIC e f SPRINKLER SYSTEM 2 jlr, crnligund ntA 1 U SECTION 420 - GROUP R-2 INDIVIDUAL DWELLING UNIT SHALL BE SEPARATED BY (7) FIRE RATED CONSTRUCTION. UNITS SHALL BE EQUIPPED WITH AUTOMATIC SPRINKLER SYSTEM. III) SECTION 454 - SWIMMING POOLS AND BATHING PLACES SHALL (eJ l) DESIGN BY OTHERS. DESIGN AND CONSTRUCTION COMPLY WITH THIS SECTION. SEPARATE SANITARY 2fir. coangaBrona FACILITIES ARE NOT REQUIRED ACCORDING TO SECTION U ( q 454.1b'EXCEPTION. r GENERAL BUILDING HEIGHTS AND AREAS -� (e FLORIDA BUILDING CODE CHAPTER 5 R-2 OCCUPANCY IS TYPE 111-8 CONSTRUCTION 2NA Cmngu20GnC $-2OCCUPANCY 15TYPE 111-BCONSTRUCTION 1, Shot Floor and CiAllog Runners - (Not Gured - Channel shaped. 3112 in. wide by 1-114 In, deep, Febeficadd fromemn20MSG (00329In, min bitewhat lMUnandgolownbatichat.ArlmNwdIMnaorand Ilbgwith area llaslenmsapewd241nOCmev. 2. 6h.I Stud. Chanel Shaped, fabricated bond No 20 MSG wnoabrvpmletledi or Seem steel. 3112 In min With, min IAR In lhneea and 114 In realm spaced a max of%B In OC, SNos Mdlonr11nto spur and ttllg harems. Studs to be al 51e to BM an. area Nan B55ear nape, A IGI"IT - TABLE Sm43 1) BUILDING HEIGHT 3.(Nphnr...ke, Logo- 1. In. or 6/8 In Nkk applied ventrally 11om or tlmnlally with wanted few centered war studs Fastened W studsnrros and more.Mwbn babblaolchamfered re dedw.hwa w r head lM1 baa a .[.I.e. Kad armed. o14001,at, For nonnn0 avemz elVi Iesshetl toSAide and bonom Nnnersrel'be uppennostausws placed 1121n. to 210, below Me bottom edge Mae, leg argue lop nom er, HaNyouraltanla need not 6e hacked by f2ming.l Hr System- Smewe shall be min i-tl4 in. long and spawn a max Me In, OC. Atworealfa1ms SNEG ed Stoo am",fmm sown. hoers vaults, lamb on rM1a catcalls aid. of awes HammsNl.an. Jerk and fordable) ben 7mnu on chowla aides alawa0 neetl Net IN eWAAered l Sratam For Ne bad. In,., I.(mirl anherS IN... Snap be mlo+V4 In. tong and paced a Mo. of 12 Is, MAXIMUM BUILDING HEIGHT: GOr OC, For the 1pae,.ye x embee shnn be t slB ln.lon0 antl spacer a hex e(S In oG Pll lace lay.rfolnk onael min 121n. fro andeerki0 base lsyarjalnla handleIn alter layer nbad not be Staggered from hall on the oppaalle Side of its well. UNITED STATES GYPSUM co Type OCR ACTUAL BUILDING HEIGHT: 48'-211 4. Batt snit Blenke W -Min 3In, thick mineml wool nsur lion bens lagbn-0nod between gods. ID ALLOWABLE STORIES TABLE 5044 INDUSTRIAL INSULATION GROUP L L C-Typo SAFE, GHNS MANY,LLE-Type BAPS MAXIMUM STORIES: 4 ACTUAL STORIES: 4 INCLUDING PARKING ROCMCOL-7,SAFB IIU ALLOWABLE BUILDING AREA -TABLE 5062 THERMAFIBER INC - Type SAND SAFE FF SAILFISH: 5.G rvre Board' -as In in tared aeeee led woman., nariarefe with.11.1 IN,...dred we, astir. Hmisonlll IMMs road man ber backed fiamr Fastned wiNT e S l2 screws. i Ill Forvedleala Ilsta 1etened 1. studs end mnnmc wNl ro e PP B p 0 Side In.mo al Iaaaoosaaudmaal2 m CC nwan.Il featured to rn, I IY I framcemanlboaNvflnal mnkano stwwN10- mn an1 ITT (BASED ON -2) 16/,1000 BF PERM ED B ED R e rvnn.. Slidfin 9 e wasp A P PP 9 P 00 p0o tic aceamazeNOCI of Hr SeM la Heated N+N IOn ev aced ma-16NOC to Feriite Nnnem Ben 12erw,N An Ovmin men, Met rase B. see.. and-t 1.CCt dos 0 I 9 Y Ye YI BBYPs y9 e 1 pP 0 a I Sowa 6p Y Y 0-- cttewss antl maxi21, OC idspaiienen withn a ac-tl marl In OC alutlaena 'Nauewcolko181n.from la®la layer schwa Pass Fermi InR oflsolmin t2ln lam beta le r m6. Joints haM6r to named n. OC. B4 of sand meatln Fa h Breit 3Hr88tim.BeI, ..a Vdn n.00 to Ayeeyer I IN g a m dire amwyap e o v v w n m entlhen :eyeto,etleontaMM1n,andbuno,nkono not be m,.wel few Joined of Me Brad IF piano Won 43 r, am ..Isreasonable IpOsiAla aid. IWRC Ibm 6K/32 $F. ACTUAL BL% 5H% EGX UIXaSG% or WRX (Joint laps Quit 61ad OGC INCd TypbslAR CHIP AR %1 ff %2 tl ] opp n kid ufia wIN Type USGX) MAHI-MARL• SF. PERMITTED (BASED ON R-2) UNITED STATES GYPSUM COT eAR,QFRX-GIP'AR,IP%11P%21POAR. SOX, SH% ULI%UL%fra WNX USG%Jointr send compound, Items Band lw use wiNT ¢USGX Type 1 P W P YP ). .16,000 1200 $F' ACTUAL USE BORAL DRYWALL SFL LLG-Types 45L%9GX. USG%(Julnl tops and progress. Items Band ]optional for use Will Type USGX) IV) MIXED USE SEPARATION - TABLE BMA USGME%ICOSADECV-Typ-.FR,OIPAR,IP-%1.IP-%2,IPFAR SCX SH%,U".USG%WRC.WR%(J.I.t.,eantlmmpound,nems6Ane] opllonallwuaewnh TYpa USGX). MINIMUM REQUIRED SEPARATION: I HOUR SA Gypaum Oman --(As anal currents to Item 5 may be used as the base layer an one wboth sides of wall For des. vMwhmGNa f,). No. WS In. NNk lead words'Hown PSnals with b (idled am.,,adveNwly, sga or .,,ad ad9.. sopped Venial joins unfiredw over and shg9amd ACTUAL SEPARATION: 2 HOURV mid l Brad di am opened area al away. W FNMhd Nourea to study wanl-iM ln.tong Type s-12 seat acrero-to. B In. OC of earmairy and 12 ItsOC In. In. fielad RAY.BAR ENGINEERING CORP Type RSJgG TYPES OF CONSTRUCTION 5B.O wm Boartl' A II ll'I mSme bausetl es Ne boas la er onone aid both Sltlea olwall Fordirect otkchm.nlanl .Naminel5ltlln Nlck leatl bede0 .eels MN baveletlsuammle amdetl rise Ilan vaNcell.VeNml oink cenlemd oversluds ond-l. sled „drelt gOCatp N P A pp gg you apoost Itlea o151utls. WallbvNsewretllo SNdawIN 11/91n.Ion9 TYPe512(or M60y11/9In, long bugle need fine nation) sta6l screws spacetl Bln OC elpanmeterand 181n OC In me 0e10 1' FLORIDA BUILD ING CODE CHAPTER 6 NEW ENGLAND LEAD BURNING CO INC. DBANELCD Nelw CONSTRUCTION IS TYPE III-B$PRINKLERED SC. Gypsum ) pp N o.Netahra,Nam eN.NbkiaadackeJ InMunS ttleacumaorl amanedge6appliedprowp.varrea,olmtecal a NU and sentaxedmin I ypeum Board' -Asa IeltmBbwllemS rd cur DImtlA nanOnb3lub On For126aslh-base le he. popane q p y lNtS/Bm be, steel erentl l2rOC In lneneldwhen 9cmwteIIIn.her,T,ngth to be ced to 2a 2Ia LNnitothns0wesidtms spaadi2OCede.max dos Nebaseheto Bpsandtedea day Low lMe _ FIRERE818TANGERATINGSREQUIRED-TABLE601 wanters,6+2 hed ofsthen blinder ll lots of lead opbareea gypsumildnet llbe base. max long wlN a max 0,140 tl he Fall w,In lKn l In. C-L-20e S FewP one et Ne ref el rIn. d1ong ylm yW befthl, min 10 If behind waonoprty of lladsafrNtlsebsbxd atlmid ptions betterser plaud .1theapart startsandmeeting ardor, 0.140In Lord 5/I6b.dlambymIMDt401DIMakampreselonfilled0retl 1.r topolpprinpanecnIem5)whenharthestopLeatldea u n, an. "isfro seego ad ogee. r amoa-8. .t0'. retlOvdrNescrewnmds.LeatlbattensNpsoneosalehaveeputlryo190.5°AmaeIInBIM1eFederalsp-a0a0onOPL2011,Gredes'BCorOtFesienemNrlau m x der d and layer Panelsloams boeNrbe min 2lrz In lnshlmboveewd INDUSTRIES To MAYCOINDUSTRIES INC Type%Ray Eb Bleed Gypsum Gypsum PRIMARY STRUCTURAL FRAME So 0 RATING BEARING WALLS Board enemata to Items t, may be used one boNsost al wall tllmq eltUmenl only)) For DicalAppiestron ON, SIB In. backed r r bovaktl art or NPemd edges app0edere ND,con Gypsumover EXTERIOR 2 HIP, Ineetl ad Istapanels and cogan few Wallboard or 1-1 he OC did. min2N max went max offy In, ou containerAnd st s0t mNtslum avl o id s of studs, se 10 Type wrewnc L me run r. max acetl on Yp p w p e d Lead belby its, a INTERIOR = 1�i RATING of shosluan I..11141n The allonaaand two1 n. or, Teree 12 an used an. at be .am surd Lead reNmp3/ ma ci. bear amSanest 9 Ypn an naaU sleelsnem one el the lopNNesNp and oneet be DaMom of Na stop Lead dsa nominef 3/S In Jam by mex00B5 n. back. Compression filled credner¢e overNosuew neatls. NetcdorMg,aand as, Nolb Nb shewm[gn 9% Y.nn,I.veantl Motlnaf T $201 Lead halloo sWps and discs la nave a purity of 09 B%meelln0ln. Fedeal sped0anon Qpl 201f Gmtl. `C' Faslenera for tote Into, gypsum ponds (Item s) wnen InffiIlatl over load bated board to be on 2.1Q In Type St2 au01e nedtl steel �Jy RATING NOINBEARING WALL$ AND PARTITIONS on 0 RATING RADIA➢ON PROTECTION PRODUCTS INC-Type Ran Lead Llnea DEwall FLOOR CONSTRUCTION =OpRA�TING ROOF CONSTRUCTION =0RATING U. Jmdt- covered won ease fiber mesh tape and rex merged remand cement mI.,.,samoval an Type I ingsol..aha.we, 7,Jetnh-Wan.,antlad..... sumernitumdface laparloTtcovered o lalnlcompoundandpaperhpe.AsenaVern,eOYPaumvenamoespormaybe.,,tiedmNeprere.anceddfaiwaledvenembasobm,dMe,joinnlnb¢etlWhouMmaraed..AYP6umbooml¢used, waseere ofMmt k tiske L FIREPROTECTION SYSTEMS S.VAIM,R.Iernmwhom aid., a, Wooden Mai Eum.,-(Opeon.l the shown) _A,ra,ahed 9. Leatl Baffin Slope (Not Shown For use VAM Lem 5A) Lead billion Store .1. 1-Q 1.. wide hex 10 ft chawel a max L[CMc5010125In, Strips placed an no lnlatlmhw.(..do and elnched from Ne eaorlor lace oftha and who Nm l In Jong TYPe512 pen heed steel wawa ,one al the lop of Fire amp and one at the bonom of sing Lead molten strips to have a purity at 999%mea11n0 Me Feaeml rep offoo el GG L 2011 Gmtle'C' Lead benen Ships mil behind veNwi joint of lead Backed gypsum wall (Ikm $A) and ao0 eel at western, stud lownmes. FLORIDA BUILDING CODE CHAPTER S AND NFPA 101 R.pmraSmnrdmNall.lnt A FULLY AUTOMATIC SPRINKLER SYSTEM WILL BE INSTALLED side eonornyof ma N None one min' I I¢ Ion, min. Type Se8 pan t head steel screw at Me top af Ne IMF, Land byltn shoo io ezw en utl' f9ss%mee r,thof deralatlanwio 00 tau crea-a: GlIn. r o° tie adType oce. regwrea enlnd cots olnt¢uiieand cited erip eare e ° g oro opeowlatremalorA THROUGHOUT IN ACCORDANCE WITH NFPA 13R wallboahuu-m5)end said laowirre er 10. Lead Dlem an Too. -Not Shown Fo.... WN Item 5A Used in neu of or In aednon to N. lead Byron aids tem9 oro IWMI at othLeallons Max 3141 We b 0.125In. IN. l d 0n 4 wrlovedfiled aidsell.1.1 Mail straw heads ormax 1121ndY 1-114 W by max 0.125In Faceds m mea„ Nbklead No, Fa on egoboards intlambehow bit.eS prior to Me Installation of the¢ma ew.' lamoil. o, kbe to he. .plot, of 99.9% owningN Ftl p M P Un OL2011 Gnde'C' U STANDPIPE SYSTEMS - SECTION W5 10A, Lead Olson (Not Shown Ire use with Item SC)Max 5I16In. clam by max 01401n. Nick lead a,6o cowassellon blind .1 of...1.1yiael screw hands. Land Users to base. puery of 096%needed N. Fadme, Speftelon O0 L 209 Grades'E C ore 10 TA i NOT Q FBCBECT N9053.I $ NDPPE REQUIRED SINCE FLOOR n, Load Saften Ships( I IP 0 P M 9 YP P P p y.9"preraeFederas¢ndalhUnamma LEVEL OF HIGHEST STORY 18 LOCATED LESS THAN 30 ABOVE SbottoofIn.a-ndlshe.IIn[I,mleTypELaebauansaa2m.wmamaxorsonwehamaxwaknestoaeapor .I Ne bottom of yid orwlm ono min nn.,pn mhi.r as an faaa aleai.mew Beam mthe and. balNn bardsto have un 01sgs%mee9n ma Faeeral. ana,rn GG.Lson cnae •c•. Leda banes yid are area mmntl .onto, idle onaed based sea wapeoard Gram'V.LnnlonminT.EBennddmelarmw6oeamNedlNaaNbcdol at B Type p p Pa y A o P a w 9 LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS (item sa) and opsonel at bourniffierin Ewa maeona. 12. Lees ram (Nol She- Far Use Warn firm se)2fir. Mer.5In. In,,with .in.. mispreseom142hill Tans mNon fit ..and Canto. of sw4 Me sad round bask all and the back fare of the ytad. Tors eganea al son loaeen whe...... Inwardness Me e,,am hares. it.. 65)wlll sectors Me steel stud. Lead IN to have a oun, of 99 S%meeting the Fall April CQ62011 Goods -C. Lead tabs maybe he,d In paw with alendenf hall tape if robseaery. 11) PORTABLE FIRE EXTINGUISHERS •lntll®taa such products hall bear are UL or cUL cerharenon Meg roqudmimens wereat fine UL ormLCondensation (such a. Canada), nopecUvoly. SECTION b063 - PORTABLE FIRE EXTINGUISHERS ARE TO BE Last UjI on 2017-10-10 INSTALLED. SEE LOCATION ON LIFE SAFETY PLANE 111) FIRE ALARM AND DETECTION SYSTEMS LSC SECTION 303.4.1.1 - A MANUAL FIRE ALARM SYSTEM SHALL BE INSTALLED. FBC SECTION W1.2.112 4 LSC SECTION 303AB - SMOKE ALARMS SHALL BE INSTALLED IN AND IMMEDIATELY ADJACENT TO SLEEPING ROOMS Min. Concrete Cover Over Restrained Unrestrained Positive Assembly Assembly Min. Total Slab Reinforcement. Rating (hr.) Rating (hr.) Thickness (in.) (in.) 2 1-1/2 6-1/2 1 2 2 6-1/2 1-1/2 U ti W Fill Q U 2. Steel Reinforcement - Various sized Grade 40 or 60 deformed steel bars located as required by ACI-318 design for positive and negative reinforcement. Minimum concrete cover to be placed over positive reinforcement as described in Item 1. fT 3. Non -Metallic Plumbing Components* - Nominal 1/2 in through 2 in.diameter tubing tied perpendicular to and on the top side of the positive reinforcing bars. The tubing may be placed inside a REG. 669E flexible or rigid polyethelene or rigid PVC sleeve. The tubing may penetrate the floor membrane through a sill plate and into a stud cavity of a wall as necessary. Tubes may be supported by 1-1/2 in wide by 3/8 in thick "PVC" or steel brackets. The maximum amount of tubing shall be defined as shown in the table below: Max. Density of Tubeper ft.' Restrained Unrestrained of concrete Assembly Rating (hr.) Assembly Rating (hr.) (in. 3) 2 1-1/2 13 2 1 2 13 `h-li w -UPONOR WIRSBO COMPANY - Types AquaPex White, AquaPex Red, AquaPex Blue, Pre -Insulated AquaPex and HePex * Indicates such products shall bearthe UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. ~� U Last Updated on 2009-09-14 a E. Bearing Wall Rating - 2 HR. Nonbearing Wall Rating - 2 HR. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used - See Guide BXUV or BXUV? Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. I I EJCD l 2 horixontol.Section r 1. Concrete Blocks* - Ncminal 6 by 8 by 16 in, hollow or solid. Various designs. Classification (2 hr). See Concrete Blocks category for list of eligible manufacturers. V g ry 9 � Z O ANCHOR CONCRETE PRODUCTS INC W GAGNE & SON CONCRETE BLOCK INC U oGLENWOOD MASONRY PRODUCTS Allowable compressive stress of 57% of max allowable compressive stress in accordance with the empirical design method. 1 OLDCASTLE APG SOUTH INC DBA ADAMS PRODUCTS O WESTBROOK CONCRETI? BLOCK CO INC will z Allowable compressive stress of 75.6% of max allowable compressive stress in accordance with the empirical design method. ~� 2, Mortar -Blocks laid in 'uil bed of mortar, mom, 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than50 percent hydrated lime (by cement volume). Vertical joints staggered. � 3. Portland Cement Stucco or Gypsum Plaster -Add 1/2 hr to Classification if used. Attached to concrete blocks (Item 1): U 4. Foamed Plastic* - (Optional -Not Shown) -1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). REVIEWED ATLAS ROOFING CORP -- "EnergyShield Pro Wall Insulation", "EnergyShield Pro 2 Wall Insulation", EnergyShield CGF Pro and EnergyShield Ply Pro ® E CODE COM ( NC ' CARLISLECOATINGS &WATERPROOFINGINC - Type R2+SHEATHE ST. LUCIiE,Ci UNTY BOC n 11 „ TM FIRESTONE BUILDING PRODUCTS CO L L C - Enver e ClCFoil Exterior Wall Insulation" and Enver a Cl Glass Exterior Wall Insulation 9 r s 9 H IL Ill HUNTER PANELS Q TYP s Xci Class A Xci 286 V p RMAX OPERATING L L C - "7SX-8500", "TSX-8510", "Thermasheath-XP", "ECOMAXci", "Thermasheath-3", "Durasheath-3" THE DOW CHEMICAL CC, - Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax XARMOR ci Exterior Insulation, Thermax IH p @ Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-RTM ci Insulation In e W_ l� 4A. BuildingUnits - As an alternate to Item 5, min. 1-in thick of isoc anurate composite foamed plastic insulation boards, nom. 48 b 48 or 96 in. Rip, " M+ P Y Y P P Y RMAX OPERATING L L C-Thermasheath-SI" "ECOBASEci T w hermaBase-CI r ' 'ka+ is as " Indicates such productsshall bear the UL or cUL Certification Mark for jurisdictions employingthe UL or cUL Certification suc P 1 ( has Canada), respectively, Last Updated on 2018-04-09 O 3W Do Q WP nmN0 pinWN �1U6O� 1_' oT1 © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. Is- N O M CODE REVIEW FOR CRISTELLE CAY CONDOMINIUM SCOPE OF WORK CR15TELLE GAY 15 A CONDOMINIUM DEVELOPMENT CON515TING OF (2) FOUR-STORY STRUCTURES, WITH (3) FLOORS OF RESIDENTIAL CONDOMINIUM UNITS ABOVE A (1) STORY PARKING STRUCTURE. SAILFISH 15 A 9-UNIT BUILDING WITH 3 UNITS PER FLOOR CONNECTED BY AN EXTERIOR WALKWAY AND A SINGLE ELEVATOR ABOVE A PARKING GARAGE WITH (W PAWING SPACES. MAHI-MAHI 15 A 12-UNIT BUILDING WITH 4 UNITS PER FLOOR CONNECTED BY AN EXTERIOR WALKWAY AND TWO ELEVATORS ABOVE A PARKING GARAGE WITH (12) PARKING SPACES. THERE ARE (21) PAVED ONSITE PARKING SPACES. 51TE AMENITIES INCLUDE A POOL AND A RAISED WOOD DUNE CROSSOVER WITH INTEGRAL GAZEBO. CODE REVIEW REFERENCE CODES FLORIDA BUILDING CODE SIXTH EDITION (2011) - BUILDING FLORIDA BUILDING CODE SIXTH EDITION (2011) - ACCESSIBILITY FLORIDA BUILDING CODE 51XTH EDITION (201-1) - PLUMBING FLORIDA FIRE PREVENTION CODE SIXTH EDITION (2011) FAIR HOUSING ACCE55151LITY GUIDELINES NFPA 101 - LIFE SAFETY CODE (2018) USE AND OCCUPANCY CLASSIFICATION FLORIDA BUILDING CODE SECTION 310 RESIDENTIAL GROUP R-2 FLORIDA BUILDING CODE SECTION 311 STORAGE GROUP 5-2 LIFE SAFETY CODE SECTION 6.1.8 RESIDENTIAL AND CHAPTER 30 - NEW APARTMENT BUILDING5 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY FLORIDA BUILDING CODE CHAPTER 4 1) SECTION 40il PARKING GARAGES THE PARKING GARAGE MEETS THE DEFINITION OF ENCLOSED PARKING GARAGE AND SHALL BE PROVIDED WITH MECHANICAL VENTILATION SYSTEM AND AUTOMATIC SPRINKLER SYSTEM II) SECTION 420 - GROUP R-2 INDIVIDUAL DWELLING UNIT SHALL BE SEPARATED BY FIRE RATED CONSTRUCTION. UNITS SHALL BE EQUIPPED WITH AUTOMATIC SPRINKLER SYSTEM. III) SECTION 454 - SWIMMING POOL5 AND BATHING PLACES DE51GN BY OTHERS. DESIGN AND CONSTRUCTION SHALL COMPLY WITH THIS SECTION. SEPARATE SANITARY FACILITIES ARE NOT REQUIRED ACCORDING?O SECTION 454.1.E EXCEPTION. GENERAL BUILDING HEIGHTS AND AREAS FLORIDA BUILDING CODE CHAPTER 5 R-2 OCCUPANCY 15 TYPE 111-8 CONSTRUCTION 5-2 OCCUPANCY 15 TYPE III-B CONSTRUCTION 1) BUILDING HEIGHT - TABLE 504.3 MAXIMUM BUILDING HEIGHT: 60' ACTUAL BUILDING HEIGHT: still II) ALLOWABLE STORIES TABLE 504.4 MAXIMUM STORIES: 4 ACTUAL STORIES: 4 INCLUDING PARKING III) ALLOWABLE BUILDING AREA - TABLE 5062 SAILFISH: 16,000 S.F. PERMITTED (BASED ON R-2) 6032 51=. ACTUAL MAHI-MAHI: 16000 S.F. PERMITTED (BASED ON R-2) 1200 5F. ACTUAL IV) MIXED USE SEPARATION - TABLE 5084 MINIMUM REQUIRED SEPARATION: I HOUR ACTUAL SEPARATION: 2 HOURS TYPES OF CONSTRUCTION FLORIDA BUILDING CODE CHAPTER 6 CONSTRICTION 15 TYPE III-B 5PRINKLERED 1) FIRE RESISTANCE RATINGS REQUIRED - TABLE (P01 PRIMARY STRUCTURAL FRAME - 0 RATING BEARING WALLS EXTERIOR = 2 HR INTERIOR is 0 RATING NONBEARING WALLS AND PARTITIONS - 0 RATING FLOOR CONSTRUCTION = 0 RATING ROOF CONSTRUCTION = 0 RATING FIRE PROTECTION SYSTEMS FLORIDA BUILDING CODE CHAPTER 9 AND P NF A 101 A FULLY AUTOMATIC SPRINKLER SYSTEM WILL BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13R 1) STANDPIPE SYSTEMS - SECTION 905 FBI SECTION 9053.1 - STANDPIPE NOT REQUIRED SINCE FLOOR LEVEL OF HIGHEST STORY 15 LOCATED LE55 THAN 30' ABOVE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS 11) PORTABLE FIRE EXTINGUISHERS SECTION 9063 - PORTABLE FIR'- EXTINGUISHERS ARE TO BE INSTALLED. SEE LOCATION ON LIFE SAFETY PLAN5 III) FIRE ALARa'I AND DETECTION SYSTEMS L5C SECTION 303A.1.1 - A MANUAL FIRE ALAI1 SYSTEM SHALL BE INSTALLED. FBC SECTION 90T2.112 4 111 SECTION 303.4.5 - SMOKE ALARMS SHALL BE INSTALLED IN AND IMMEDIATELY ADJACENT TO SLEEPING ROOMS MEANS OF EGRESS FLORIDA BUILDING CODE CHAPTER 10 AND NF A P 101 GHAPTERS"IAND 30 U OCCUPANT LOAD OCCUPANT LOAD PER FLOOR SAILFISH 2ND FLOOR - 5*142 5F./200 = 2e OCCUPANTS SAILFISH 3RD 4 4TH FLOOR - 5593 5F./200 = 28 OCCUPANTS MAHI-MAHI 2ND, 3RD 4 4TH FLOOR - li 5F./200 a 33 OCCUPANT5 OCCUPANT EGRE55 WIDTH FOR 8TAIR9: 0.3 X 33 = 9.e" OCCUPANT EGRESS WIDTH OTHER AREA: 02 X 33 = 6.6" TWO EXITS ARE PROVIDED. II) REQUIRED MINIMUM WIDTHS FBC TABLE 10202 CORRIDOR IN DWELLING UNIT: 36" EGRESS BALCONY: 36" BASED ON OCCUPANT LOAD FBC SECTION 1010.1.1 EGRESS DOOR MINIMUM: 34" EGRESS DOOR PROVIDED: 3611 BXUV . Fire Resistance Ratings -ANSIM L 263 Certified! for United States BXUV7 - Fire Resistance Ratings . CAN/ULC-13101 Certified for Canada Design No. U404 Oct b r 10, 2017 ,hearing Wall Rating -t sad 2 Hr (See Items 3 and 5) Indicates suah pr.a.M. shall bearthe UJ ar ant CetllgcatlOn Mark forjurisdidbnsemploying the UL or cUL Certification (such as Canada), respectively. (5 } Is (V 3 t Hr. ConPperalMrel ( r 2 a 8 � 3W. C.mfrpMfaGOBA r-a a 2Fir. GaRfguntiDna _ W _6 a 2 np CDedlgrJr•4an c 1, Steel Floor and Ceiling - e g Runners (NM shown) channel shapes a-vrz amyl lwn-sahib tea than min 20 MSG offitol in min bammAmI thiuwm)gaimhlaed steel afacheamemranace mg wTh stealfsaienere evmea 24-.ocmax. 2. Steel Studs Channel Shaped, fabMatee from inn 20 MSG cmrpson pro.II.,alre steel,a 1121n. min Myth, mn 1-11 In disease and 114 In. need,sicced a mar d 16 In, DC, Studs kdionit into fiber and proud, mnnersStuds to be but 516 to 34 in less than assembly height. 3.ccM.cIM...Backerliltb'-1r21n.ors/e in miak, applies vedica6y or horlaoatally with vedi¢aljointscornered Wersress Fastened to studs and runners w11h wit inn race may, chamfered imprwater headscmwswitha minimum headeiearderof 40D inch Fornonbeanng systems, fa$Wcd Mstutlsand bottom mnnersventhe uppermostscrewsplacetl 1r2'n. to2 in delpwtM1e bottom etlgeofine leg of Neloprunner HMizmCipirds nand notbe backed commit I Hr System Screws shall main 1-1/41owman¢ spaced a maxol6 in. OC. All vertiraljomis Staggered e sud cavity Ram gypsum boom verewljolnts on the opposim theoretical Horizontal edge joints and horizontal huttjoims on opposite sides of studs need not be staggered 2Hr System Patine base layer'rn Configuration B, monarchy $ball be min 1.114 in, long and spaced a max of t2 in. OF, For the face layers, scmws shall be 1-5r6 rn. long and spacetl a nal 6 in. 00. All face layer MMa offset min 121n. from underlying base layerlolnm. console warde laed, need Laskowski farm IMnts on me oppo iB side MCe wall UNITED STATES GYPSUM CO -Type DCS 4, Ba1B and Blanket3'-Min 3 inthick mineral wool Msulebon bats, fr Nlpmfi ed between studs INDUSTRIAL INSULATION GROUP L L C- Typo SAFE JOHNS MANVILLE -Type SAFS ROCKWOOL-Type AFB THERMAFIBER INC - Typo SAFE SAFE FF 5. Gypsum Bwrd'-5191n. thick , with square or taperN editor applied veNeMly or horiicatally with verlioallart, wntemd beer Marc. Honzonul joints need not be backed by bounce, Fastened with Type S-12 screws. t-Hy System For vertical 9ppllcadon listened W studs and runners with long screws spaced max e In. OC MWdmal sagas arts spaced max 1211. ocIn the Rem. For reta sal Implication, fastener to studs and runnel with 1 In. long $ statue spacer max blit, OC. VeN ljomts ma9gemr one sae cal from mmenmoard vemeMlemts on actual sine of studs, HodzonUl etlge joints and Mra lsl butt joints an oppaslts sitles Mtads need not be staggered 2-Hr System. Base and with an overlying gypsum board face layer, hslened with 1 inlong screws spaced max 16 in CC to studs and runners. Base layer with an overlying cement board face Isync raalenee wgn 1 m. long samwM maw,l max 12 rn. oe to easel ana rmnara FacB layers lastenea with 1-5i18 m. long screws shaped area 16 in OC to studs am runners with suewa offset 61n tram rare layer screws Face layer joints offset min 12 In rmm base layer joints Johns m either need not he Pegg red from joints on the muckto sire of the beau. When used in widths other man 4e 1 gypsum panels W be Iawased har¢oma8y. CGe INC-Types AR, C, IP-AR IP-X1, IP-X2, UPC -AR, BCX, SAX, SGX, ULX, USGX, WRC o, WRX (furniture and compound Items 6 and 7, optional for use with Type U3GX). UNITED STATES GYPSUM CO -Type AR C,FRXpG IRAR, IP-%t, IP-X2, IPCAR, SCX. SHX, ULI%, ULX, WRC, WRX, USG%Johnson and ompound, Imes 6 antl 7 optimal per use with Type USGX) USG BORAL DRYWALL SFZ LLC-Typal C, SCX, SG%, USG%(John laps antl compound, Items fi antl 7, optional for use with Type USGX). USE MEXICO S A DE C V -Types AR, C IP-AR, Imoi Ifiri P(i SCX, SHX UL%, USGX WRC, WR%(Joint tape and compound Items 6 and 7, optimal for use with Type USGX). sA. Gypsum Bol (As an alternate d uem 5 may be used as the hau lets, on one or both saes of sed, For direct atlaonmemomy)-Nam 518it, thick lead backed gypsum panels with beveled, square or Legend edge, applied vertically. Vedcal lent$ centered over studs and maggot. min 1 stud cavity on opwsi a sides ofaads. Welmmm secured ie swdc with 1-114 m. long Tested teal screws speed 6 In, OC at w6meter and 12 in CC In me msed RAY -BAR ENGINEERING CORP-Type RB-LSG 16, Gypsum abate' -(As m epann a to nom earned used as meal layeron one return slabs steel For from attachment Mary). NommM ors m. finkloved backed gypsum recal tube beveled, souare or Upemd edges, applltd vedrauy. Cement joints centered over studs am staggerer min t sad cavity on opposite cause of studs, Wallboard secured to studs with 1.114 in tong Typo S-12 (or m by 1-v4 m. lying bugle head fine driller) steel screws spaced a in oC at peamet.,.Ld 121, OC In me Bem. NEW ENGLAND LEAD BURNING CO INC, DBA NELOO - Nalco Cis Gypsum Board' - (As an iflornab to Item 5) For Coup Application a Studs Only- For use W the base layer or as the race layer. Nom Ls inthick lead baled gypsum panels wlih beveled aguare or tapered edges, apple¢ vedically. Vedcal joints c Wind oversntls and staggeee mint end caNty an.poodle aides of at auto Wmmoerd exaund to studs with i srs in long Type Sul 2 steel screws spaced Sin, GC M perimeter and 12 in OC in the Bald when applied as the base team When applied as thence layer eaew length to be invested to 2-112 in Lead batten strips resulted behind Warral jomis onsae backed gypsum wallboard and optional at remaining sad locations Lean batten strops. min 2 n. velar, max m n rang aftha max tmeMess e D1aD in placed oo fine fare sRuins and strategic fo fortune with two I in long Type S-6 pan tread steelacnvrs: one M the top of the s(rfp and one elthe bottom dine strip. Leatl same, max 51 dam by may L Ad inthick. compression Btletl oradheretl over ins suety M1eatls. Lead batten strips end dyes to have a padN effel 1% meeting Ins Federal spedticaton GO I-TooL Grades "B, Gorge. Fasteners perhaps In Mgrac um panels (them i when Insmlled over lead backetl boartl W be min2T12 in. MAYCOINDUSTRIES INC-Type %-Rey Shleldad Gypsum 50. Gypsum Board' -((on an Mremate to Imms 5 may be used as the Was layer on one or both sides M wau, Perched attachment only) For Court Application m Studs only-Nom 9e In.lblok lass backed gypsum panels with bevalea, square nr npered eases MWerm vemjralry, Vedcal jomis centeretl over studs andsmggeretl min1studcavity an opposite saes of aWtls. WallboaNsecuredto Surdswithi 114ln.long Type5-12smelsinewsspaoee91n. OCat,r,le randl21n.00Inthefield Leadbattenstrips, mingle witle, max 9Blongwith a maxihidness Mo 14 in placed on ins lace otstutle end anaGtetl io Ne stutl witM1 wnsbuclion aeM1eaive antl lwntin, long Type S-named has cal scews, ones h, harmonicsinpandone alike bectomafhasNp. Lead eleven beembel don in domlym.O.065in.mirk. Compression filled orris. eve, the Screw hands. Leatl began s m. -itad. to M1e-a purity of 99 U%meeting the Federal specification Opt-2o11 Grade 'C'. Fasteners per face layer gypsum panels (Item 5) when installed over road backed based he be min 2-112 in. Type 5-12 bugle heatl reel. RADIATION PROTECTION PRODUCTS INC-Type RAP. Leatl Lined Drywall 6. Joints - Covered with glass fiber mesh tape and latex modified PoNane cement mortar or basewab or Type I orgaMc i dnesive. I. Joints- When tapered edge gypsum boom is used face favor covered with joint compound antl paper tape. As an alternate, gypsum venom plaster may be applied W the entire suriace of Classgied vsna r bavermartl wnhjolnls preferred When equarional gypsum beam Is used, Vein ent ofunts is Optional, 8. Vapor Retarder, Water Barrier or Weather Resistive Barrier - (Optional - Not shown) -As required. 9, Lead Batten Strips -(Not Shown, For use With than Say Load beam strips, min 1-1/2In, wide, max 10Blongwith a maxthblowe of0.125'rn Stripsplacetl on the Interior face of studs and attached from the oMenor face ofibe sad with Iwo 1In. long Type S-12 pan head steel screws,o al iM1e top of N¢ SVIp antl one .'the bottom M {be strip. Leatl batten snips 10 have a putty edge 9% meeting the Fetlanl ape"Igcagon D0.L-201f, Grade "c". Land batten ships required behind verlloaljume of lead backed gypsum wallig and (Item 5A) and optional at remaining stud locations Required behintl vertical joint. 9A Lead Batten Strips - (Not Shown for use with Rem Sc) Lead batten strips 21n wide, Max 10 It long win a max thickness of o140 in. Strips placed M the face of studs add allched ro the stud with two min, t In long min, Type IF pan head steel screws, one at top of the step and one at the mftom of the slap or with one min,1 Inlong min. Type 5 8 pan head steel screw at the lap of the strip. Lead batten strips to have a putlty of 99.5%meeting the Federal specification o0i-201L Grades "B, C or D". Lead batten stops regmted behind vsNcal joints of lead backed gypsum wallboam (Item 5) and maonal Mxemdning stud Imatans. 10 Load Discs or Tabs- Mal Shown For use Will Item 5A)- used n lieu Mann addrrion he me lees batten steps (Item 9) or optional at he, locations -Max 314 in. there by max 0,125 in nick load drays compression flood or adhered over Used $brew heads or max 112 n-by 1-1141n by max e.12s in. thick lead robs placed on gypsum beams (Imm SA) untlemealh seem recalll prior to the inwllatim of the screws. Lead tlisas or tabs t0 have a porgy of 999%meeting the Fedeal nevertheless poi-20IF Grade "C'. 10A. Lead Mods -(Nat SM1own, peruse with Pat Max571e in diem by max 0. 140 in min lead tllsce compromise Lead oradheretl over steel screw heads Lead discsmnavea putlty o199S%meatln8 Ne Federel9p¢dioallon GG{_201f Graden'B.Coar D". 11. Leda Batten Strips -(Not Shown, For Use With Item 513) Lead batten mVip; 21nwitle, max 10 B long with a max Nickness M 0.1421n. Strips placetl on me face of Bads and attached to me sae wire two min .III . long min. Type SA pan heatl sloel screws, one m the top efthe strip dnd one 1 me bo' oar IN the amp orwim one min. i In. long min. Type 5.8 pan head steel screw at the tap of tree snip. Lead batten Month have a purry of 99.9%meeting the Federal specification G&L GOV Grade "C". Lead batten ships required behind vemipal Ioj se of lead backed gypsum wallboard ( Item sB m optional of remaining stud compact, 12Leatl Teba-MMShown,Fom Use WrtincmBB)21n w1de, 51n. londenthamsearprmeurec 21n. Tans friction fit anund front face of stud, the stud folder back iarrgeo and the beck face of the stud Tabs requltatl bream lmallonwnere ate se)w111 penefnfa me mteal swa. Lead la be to have a pwly of 99.9%meeting the Federal speclficheon O�-L.zan, Grade Lord tabs maybe held in place with standard aabeslve tape If necessary. pw(met $ftuMthe gypsum boardm, Item - Indicated ..an products shot bear the UL o, ILL Certification Mark for jurisdictions employing the UL or MUL Coordination (Much as Canada), respectively Last Updated on 201710.ID BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings se CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. K913 September 14, 2009 Restrained Assembly Rating -1-1/2 or 2 Hr. (See Items 1 and 3) Unrestrained Assembly Rating -1 and 2 Hr. (See Item 1) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used - See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. and say "4. a 1. Normal Weight Reinforced Concrete - Reinforced slab and beam designed in accordance with the current ACI-318. Carbonate aggregate, minimum compressive strength of 3500 psi., and unit weioht of 145 +/- 5 Dcf. Minimum Slab thickness and reinfnrremant cnvar r cho rrihArl in thA lahlo hcirnv Min. Concrete Cover Over Restrained Unrestrained Positive Assembly Assembly Min. Total Slab Reinforcement. Rating (hr.) Rating (hr.) Thickness (in.) (in.) 2 1-1/2 6-1/2 1 2 12 6-1/2 2. Steel Reinforcement - Various sized Grade 40 or 60 deformed steel bars located as required by ACI-318 design for positive and negative reinforcement. Minimum concrete cover to be placed over positive reinforcement as described in Item 1. 3. Non -Metallic Plumbing Components* - Nominal 112 in through 2 in.diameter tubing tied perpendicular to and on the top side of the positive reinforcing bars. The tubing may be placed inside a flexible or rigid polyethelene or rigid PVC sleeve. The tubing may penetrate the floor membrane through a sill plate and into a stud cavity of a wall as necessary. Tubes may be supported by 1-1/2 in wide by 3/8 in thick "PVC" or steel brackets. The maxims Ira amnl Int of h hinn chau hp, Assfi„orl adc, chnaa,m its fha fat I,-ICox Max. Density of Tube per ft.3 Restrained Unrestrained of concrete Assembly Rating (hr.) Assembly Rating (hr.) (in.) 2 1-1/2 13 2 2 1 13 UPONOR WIRSBO COMPANY - Types AquaPex White, AquaPex Red, AquaPex Blue, Pre -Insulated AquaPex and HePex * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2009-09-14 Bearing Wall Rating-2 HR. Nonbearing Wall Rating - 2 HR. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used - See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 3/4" 8row Emma r�r Horizontal Section 1. Concrete Blocks* - Nominal 6 by 8 by 16 in, hollow or solid. Various designs. Classification (2 hr). See Concrete Blocks category for list of eligible manufacturers. ANCHOR CONCRETE PRODUCTS INC GAGNE & SON CONCRETE BLOCK INC GLENWOOD MASONRY PRODUCTS Allowable compressive stress of 57% of max allowable compressive stress in accordance with the empirical design method. OLDCASTLE APG SOUTH INC, DBA ADAMS PRODUCTS WESTBROOK CONCRETE BLOCK CO INC Allowable compressive stress of 75.6% of max allowable compressive stress in accordance with the empirical design method. 2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by 3. Portland Cement Stucco or Gypsum Plaster -Add 1/2 hr to Classification if used. Attached to concrete blocks (Item 1). 4. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 in, thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). ATLAS ROOFING CORP - "EnergyShield Pro Wall Insulation", "EnergyShield Pro 2 Wall Insulation", EnergyShield CGF Pro and EnergyShield Ply Pro CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "EnvergeT"^ Cl Foil Exterior Wall Insulation" and "EnvergeTA4 Cl Glass Exterior Wall Insulation" HUNTER PANELS - Types Xci-Class A, Xci 286 RMAX OPERATING L L C - "TSX-8500", "TSX-8510", "Thermasheath-XP", 'rECOMAXci", "Thermasheath-3", "Durasheath-3" THE DOW CHEMICAL CO -Types Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulatil Insulation, Thermax Plus Liner Panel, Thermax Heavy Duty Plus (HDP) and TUFF-RTM ci Insulation 4A. Building Units - As an alternate to Item 5, min. 1-in thick polyisoc anurate composite foamed plastic insulation boards, nom. 48 b 48 or 96 in. Y p Y RMAX OPERATING L L C - "Thermasheath-SI", "ECOBASEci", "ThermaBase-CI" * Indicates Such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certificatio �$ , s.Wfor v * a+ s 1� .. �1., .,,. O�r 0) 110 Q N ID U� Q j F IQD 0)V c10 m 1 D LL W d W ` / Z J Y as wIr Q �W t] O ZQ 10 J WLL z V J U U W Z = Q U LJ. REG. 669E < © C Tt B 1 r-------------------------------t r---------------_--_- I I I I I I I I I I I I I I 1 I I I I I I \ SL i SL 2 \ \ EXERCISE ROOM \ I 2 SL7 SLB SL9 SL3 SL4 II �LD ILU IQ 0 I� Io ELEV �ET r4 TOILET ELECTRICAL LOBBY rr -11 IL JI III rr -11 IL JI III 11 L=_J III I, rr=-h III I N- I IL. Ill \L__� _..____.__ _ h• � I J I J�➢T'I .: �I II I I II �I I I L--J 12L I ILJ�I II �I I Alt= J I,I --------� r-------------------------------' \ I I I I I I I I I I I I I I I I I I I I { ELEV ` SL5 MACH RM I I — — — — — - -J I y j rl I SL 6 STORAGE \ , uI \\ QI Asm TRASH RM IL o SAILFISH GARAGE FLOOR PLAN LIFE SAFETY PLAN LEGEND © i+la,uawtrw.•rar� SAILFISH (9UNITS) LIFE SAFETY PLANS SCALE: 3/3211= 1 '-O" SAILFISH 4TH FLOOR PLAN (PENTHOUSE) SAILFISH 3RD FLOOR PLAN F m io Cc � CD G LL W J' mJ Qa Wo Q U W O Za 10 J WLL Z W U U W `v' i Z = Q U ' I� �'I LL REG. 9999 C�l �Q •o w F-1 O �J U a nO O z 0 rzon U O U z REVIEWED FOR GOOF CoMr'.6ANCE ST. LUCK COUNTY SOCC © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. E oNI 41,Pf11 I 1 14.41 1 -L l V LJ 1 I V tJ 1 1 1 L,f11 Y r-------------------------------� ------------------------- -Lr------Lr---, SAILFISH GARAGE FLOOR PLAN LIFE SAFETY PLAN LEGEND rtium.lWO uawrni em+w,nW � oarlldrrromwetea aecnarxowwrau � me aawvraainw+renacae � aueurz me.�aurwi enlmr.acwrreQ ---------- I I I- r I, SL5 STORAGE I' Il I'. I _J SAILFISH 4TH FLOOR PLAN (PENTHOUSE) SAILFISH 3RD FLOOR PLAN a SAILFISH (9UNITS) LIFE SAFETY PLANS SCALE: 3/32"= 1 '-O" 0 COPYRIGHT These Vkcj ®- + eon" W k k -co G O co co ST 4T fiz0 4D 4 -1 k .. , CD CQ co co lo — MftU v Cb f Q W tD (EMERGENCY N N N0 W CEMERGENGY D10 VEHICLE AGGE S) k p I O k A Q J VEHICLE ACCE89� fA M CcoD 9TAEtiLIZED EA*TH k ASPHALT k 97ABLcI' yAERT, O k p7 WITH 90D GOVR % ARPRON AY� k� k W k U' R WITH 9 o ` �Xko ,6 fl m N [� o LL y k .N "O r N O N� k O k _ O % k _.._ 144.08 — - —� — --- 81.14 47.12 N 61.83' o -- _----------- ---'-- ------ 21.651 O -- MEAN HIGH WAT�1� LINE k N 0.41 NAVD 1988 O 1.50NGVD 1929 O O O O f 1 /9/2018 z W eo I QWFQ=o QN ARCHITGTURAL SITE PLAN SCALE: 9 "=20' 0 H W nUL- 0 z I3'•4' I�'-11" ,"" ,Ir_I" IT'•4" 13�•_I" � 1" r"4°. I3'-IP. 4,_0" A 32'-0° 2W '-4" 32•_0" 3'•B" '_{• 32'-0' 4, 0, A3. O A3.W I O O O 2 O O 1 "I II - --II II nl f� It I III III .III II II ICI r I l I I I III Ir— rl Ir 11 I I I I;; 2B if 1. I�I it[ �� Il- -r I'll2C L + it 1 I I I I;. II. II III.,l r II II ; I I II II II L II11 IL I I I d \ I I I I ! L-I1---- - --_ .R_ _-� III ! �I 7 r -----------� t I ' I'------------- \ �. L-----J RW 1 I RwL l.__________ 1I� JJ .. RWL -( r Yr- Ilrrll I I Ilr, I II ILL JAI II I; ILL -tJ1ll L I I I I , l / J L- I .e:, I L_J y- I '. INSTALL 1 IC "I- I 1 I J O" L 5 KAGE IN ACCO C ` ' r1j j 6 0 STAIR 2 E W/ Felc SECTION 1 3 6 v I 1 23.5 SE 1 '-10" '• tj12 5'_b^ 3'-8" 3''8a 0 6'-3" ip 12 `t t'-10" - in in 1t10 V RWL O O RWL 6'-6"w 9'-0" 6'-10" 5'-B" RwL. RwL 5'-B""ei 6'-10" •.4- �. 4'-4" " 4 4" B 8�0" e 12W 3,_4" 13'-I" 15'-T" 4'•0" IB'_8• 4'•0• 15'•16 12'-6" 8" 3'-4" 12'.6• 116'-0" SAILFISH 2ND FLOOR PLA PARTY WALL AND FLOORING SHALL BE INSTALLED TO COMPLY WITH FBC SECTION 1201 ALL INTERIOR FINISHES SHALL COMPLY WITH FBC TABLE 803.11. A SAILFISH GARAGE FLOOR PLAN ALL INTERIOR FINISHES 5HALL COMPLY WITH FBC TABLE 803.1 -------------------------- SAILFISH (9UNITS) FLOOR PLANS SCALE: 1 /8"= I '-O" :q U I IT to rr a) m m J O LJL W Z J Q0 Q W w UW 00 ® Z J _� W R ~ lL z V J^ F— U U W z = Q U u Ir If LLB REG. 6696 ••.. o w u O U x o ^ w F—I V z W O H O z 0 RE"IEWEO FOR w CODE CC MPLIANC&� � ST. LUCIE COUNT� BOCC C0 COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. w N Q0 'IMAN3 13•-4" III -it" 4�0^ 32 „0" y4- ,_4" g2._m.. 3,_e". ,-4^ 32'.0" 4,0, ° O I1I O O O jillill r ,III 71L��-JJf L L=J Ij IlI ^ 2B r=_r1 lII1 I 2C 'F,1iI 11 I I IL —'IJ II I II 11 I 1 1 I I I I I II 1 III G--=a 5- - " -� J 1 II L___ ________ __ __-_ ---- --r rA� _ L-----J L--------- RWL ----- rr I r,ll I1 - ------ _ III 11 11 II I I 111 'III Ilrr, Il II I. / II I11 ILL JJI II II ILL JLI 11 j. I; ILL JJI �1 I aSTAIR STAI 1 0 -2 m 0" 6" 12 4'-5' A 6'-7" " '-(f 5'-6" 3'-8" 377- RWL � I• '�' O ZL O ' A RW 1 m 6'-6"W 9'.0^ b'.10^ 5tg^ RwL RWL. 5'.8'" 6'-10" 9'-0" 6'-6" m Ib an. in 0 AWL. I 9 m - m 4'-4" 4 -4" 4,-4" q-4" all, 8'-0" a" 12_8" 3,_4" 1,y3'_i• 11 4,_04 1B'_6" 4,.0^ ii, 12-5" 8" Y-4" 116,_0" A3 r........... I I 1 I 1 I I { SAILFISH 2ND FLOOR PLAN y ----------- ------- I I I I I I I I I I I I I I I I ------------------------------------------ I I I -,p SLi SI L2 o 1 SL 5 STORAGE , 10'-0" 10'-0" -10" 1 10'-0" 10' 0" 10'-b" a' -I" � I _ EXERCISE RO M 15 15 uu 15 15 "p SY" 9 SL 7 SL 8 S4 9 n 9'-I" a'-1" 9 II `� ELEV 6 SL3 S44 - SL6 MACH Irr ��«��"wA RM � 15 15 15 1 1 31•-4" 152-0" 31"-4" 9 6 0 I 9 F.D. F.D. - r, F 0 18r_0n 26'-0" 22'- 30' 0" 13'-3Y4" I62'-e34". 16'-8" 5'-10" 1. 1 '-6" '-i 13'-3y4" e EL srTf.n w I- -IF-j LJLJ STAIR 7 '` n *STAIR 2 '� O _ OILET E ECTRICALO LOBBY ,CI\ RM- _12 - - —15 _ 9'•8" b _ _TRASH 'I' -II" a �� 10�-3° _ — _ — JOIN 9 4" I 14 12'-0" I L 1914" 13 - -L-F-L_____-L I f___-_J I 32'-8" 14 12'•0" SAILFISH GARAGE FLOOR PLAN SAILFISH (9UNITS) FLOOR PLANS SCALE: 118"=1 '-0" < I < H In D co 10 C ®, m OC -j O J >LL uJ d W W Ir < O Z El Q J u_J LL L� U7 � C) W /La cl u- REG. 6696 Q .. A V o F� w r�rpOly p I� e� w VOID iJW d Ca. s Ml.i O e3-4" I�-II` T- • T'-I" IT-4" 4'_0" 32'_00. '-4" ,_q" 32'-0' 3'-8". _4" 32'-0° 4p0. 2 8 � O rr-=,1 liI 111 I .III P A 11 Ilr ,I III I 1 Ir ,I I I I1.1 III III I R I P H B I r � II ,I I I I11 IbI III III I l/1� P H V' 11 II IL__JI IL_ JI L___J III III 1 111�r 1L--JI ___J III L I II I { �I I I II Cr I I -----,_ r-❑ .. �\ lI II II L= =J ll _ ID L_==J II If II II L. 6 0 1 L-----.—` ---`--- 1 rl-_'I :I 1, --i-— — — — — — — — r r----- -- -, ii ;/ it r—--------- I I I I I I 1 I I I 1 RWL 1I I /�------ `—__1_ I 11 Iti IAI I III 11 III III L! III 11 I I v_/. I I. y / IlI,. 111 II III:, II I. _L—_—� v / _ I I 11 III II_ Il I1L�II 11 II II III. IILJII 11. � I I II II III II�JI� JI. II I L---- J J J I I � N9TALL SIGNAGE ACCORDANCE'! F ©` ©9 ,p ALL 91GNAGE IN ANCE W/FBC y rn 11 C ON 1023.9 BECTION 1023.9 11 m y I _ S Ili 12 =10" 'd' 3'-8" 9=0" 0 8'-8" v 4'-a" O 8:T"9 5'-6" '-a' 3,-ai° Fi 0'_3• `/ q'_9• Y 8'-8" 0 9'_0" 3'_8 �10" 12 T I 2 .n v 0i m v s e s RWL V IJ J RWL 10'_8" 8" 3,-4" 8" 8 3'-4" 8". 101_8" 9,_q" 4'-a" 4'_8° 18 e" 9'4" 22 a" 22' 8" SW 16-8" 9 SAILFISH 4T H FLOOR PLAN PARTY WALL AND FLOORING SHALL BE INSTALLED TO COMPLY WITH FBC SECTION 1201 ALL INTERIOR FINISHES SHALL COMPLY WITH FBC TABLE 803.11. (PENTHOUSE) o 118'-0" 38'_q. 38'_0" 38'_q" 9'- " T-I" 11'-4' A,T-I" IT-4". 4'-0" 32;_0" '_4' '_4" A 32_0" `3'-8• '_4" 32'-0" 4'-0" 2W 1 ®I O O I O O O ll��wennennel ______�-1®e�lnnmenn—�nnmmannm--_----_ _ nmmn�n-- --- lennnnnnm�mnn�—nnnnnn�sn- C 7 - ---- - -lennnnun�c� _ ICI �E S �lMod - - C �: 'il O mmmmnunnunm - O 0 t � I J - IIIIE - ♦ ♦ _ __ 7 _ �I O I !i1nncL � ,,�, �� = Y•�_ - r,,,,, �� oi��unnnm - - � �■ p � ��_��+� ■_�� [_ �� ;nnuinmm��.unn nn��uenenu� � a =M �enuun�_ne �eeiu�nnnnn� Iennnimm��Ce - L ��► 2unnee:12 I� T U ILID O O U U TIWl1 Ir`\jl V O z J O O z RFVIEWE CO')I2 COMPLIANICE ST- LUCIE COUNTY SOCC r7 IL Q 0 Q In z7z 00 1� W ON SAILFISH 3RD FLOOR PL) SAILFISH (9UNITS) FLOOR PLANS SCALE: 1 /8"= 1'-0" PARTY WALL AND FLOORING SHALL BE INSTALLED TO COMPLY WITH FBG SECTION 1201 ALL INTERIOR FINISHES SHALL COMPLY WITH FBC TABLE 903.11. E. 89 © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. 7 {: _ v �0 k' O Pei u L. 39r•4" 381 0" 4'-0" 3Y-0" ,_4" ,_4" 13Z._0" 3'-8" -4" 32,_0" 4'_0". 2 aa. o "o I I I I I, L = I I I II II II II LI j]I I I II II I I fl; -1 ,I III .III II I 1 il�ii I r_-_-i I� �1 II II III II II; I P A III ;I I; II ;I I; II ;II P1 1B ;I I; II III PHG I ILI. II IIL IJ ,,I III I II III II I. I I j L. III. r IJ II I I n yl I ; II «f L ____ ______ r-- , ' I RWL - _- _ JJ L- _____ RWL RW --_1_jr( II II 1 I 11 II I I I IIII t� r---r II II Lam- __-'� I I17 15, y-10° "j 3'-8" 9=0" 9 8'-e" 'r 4-8" O 6=1"e•6^. '-8" 3'-b" 9 b�_3' v 4,•5": a e'-e" 0 9'-0" 3'-8" ]'•10" 1Y T I 2 RWLto RWL 1 10'-8" 8" 3'-4" 8" 8 3'•4". 8" 10'-8" -4" 4'-8" 4'-8^ I6.8" 9-4" 22'-8" I0'-8". 22'-8" II6'-0" SAILFISH 4TH FLOOR PLAN C = = _ I III O nnmmnnulinnnm - O 's - IIII@ _.-.- - annnnnnnn .mmmmnen0l. I,%��I,�IllnlnI- �� - JIIAlILJ111111111� nnmm�nnlCe 4 an_��Innenn� la � :ilamni � oe �_ SAILFISH 3RD FLOOR PLAN SAILFISH (9UNITS) FLOOR PLANS SCALE: 1 /8"= 1 '-O" COP ALL ROOFING SHALL BE GAF EVERGUARP 60 MIL FLEECEBACK I ROOFTOP EQUIPMENT SHALL BE SECURED AS SHOWN ON MEP WHITE TPO FULLY ADHERED MEMBRANE OVER CELOORE R-IS PLANS. CONTRACTOR SHALL LOCATED ALL POST TENSION LIGHTWEIGHT INSULATING CONCRETE. ROOFING SHALL MAINTAIN CABLES PRIOR TO FINAL EQUIPMENT ANCHORAGE TO ASSURE MIN Y4 YFT. SLOPE. PROVIDE WALKING PADS TO ALL ROOF TOP NO CABLES WILL ISE COMPROMISED. 1 EQUIPMENT. ALL FLASHING SHALL ISE STAINLESS STEEL. II' -II" 3'-2" 9,_10" 11_0.. IL-11• — GUT I I -_-7 UL. I m I U LJ. + 6' 2'_6• O L J LJ v n n a n n o g J 744.8" 4'-6" li,-II" 11 l" Ig'-S" 12,-'1^ i6''ll• 19'4• SAILFISH UPPER UPPER ROOF i. i P L,A 1 ll ALL INTERIOR FINISHES SHALL COMPLY WITH FMC TABLE 803.1I. 0 i 4'-0" 32,-0" 5'-4" 32'-0" 6'-8". 32'-0" 4'-0" as.0o PTO I 9 i0 I -0. 39 4" W. I I g-2" 28' 10° SCUPPER 1 1 ROOFTOP EQUIPMENT SH BE SECURED AS MEP PLANS. CONTRACT SHALL LOCATED ALL TENSION CABLES PRI TO FINAL EQUIPMENT TO AB&JRE NO CAB 9 WILL BE COMPROMISED. 0 I m 38 8" SCUPPER a Q AL ING SMALL BE GAF VERCiUARD 60 MIL FLEECEBACK ITE TPO FULL ADHERED M E OVER CELCORE R-15 IC44TWEIC04T I EATING CONC . ROOFING SHALL MAINTAIN MINYi /FT. SLOPE. PROVIDE WALK ADS TO ALL ROOF TOP EQUIPMENT. ALL FLASHIW3 SHALL BE ANLE88 STEEL. 28 10" 9'-2" 2' R.P. � 21'-g RD. � 9=1 " R.D. T'-0" OE RD.. 8 1. 3,-4, "' I SCUPPER I_ m va o m I 8 I SCUPPER 3,_4. 8'{4^ 3'-4". oA O I � - 1 I ELEN 1 I . o INST SECT I / 1 3. I I I T L C I C 39 IN`.... / i� __—_0 in I I i- in — �__ m in 6 15'-4" I5'-4" 8 6— 3'-4" 10'-8" 0;!",13'-4" 8° 15'-4" 9 19 4" 8" 10,all 4 g" 418" 32'-0" 6'-S" SAILFISH MAIN ROOF PLAN ALL INTERIOR FINISHES SHALL COMPLY WITH FEC TABLE 803.11. 0 a Q U 'd I F � N 10 . N O J 7JJ L- Wm W ZQ QO W w UW 00 ® Z Q 10 J WIL Z W U U IW i Z 'mUI a: ILL REG. 6696 • N u� 1L�—J1� V Q R) 1 1� z v z 0 W W l � O H 0 REVIEWED FOR w CODE COMPLIANCE ST. LUCIE COUNTY V � Qa a SAILFISH (9UNIT"S) ROOF PLANS SCALE: 1 /81' = 1 `-O" ©COPYRIGHT 2018 CARLDNAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. N w N I �, o SAILFISH UPPER ROOF PLAN 4-0" 9T'_0" g_4• 32'-0• 6'_8. 32,_0" 4,_0° 6n SCUPPER I B i- 38 e" SCUPPER 28' 10" III{ gt2• 28' 10" I 21' S `W ®'_I. B '_2" 9,_i �,_0" 8" 8'_II 1,_fi• 1w. 3'-4" I .SCUPPER I._ c 8 SCUPPER 3'-4• 6 L,13" 9'-4" 6 3'_q" Li I oa - t 3'-4" T-4" 8 EVEN 1 I a 0 B 3'-4" 8" 13'-4" e" 15'-4" IS'-4" B 8" 10'-8" - [14- J B'-0" 32'-0" 3Y-0" 16' B" b'-8"B" 18'-8" 116'_0" SAILFISH MAIN ROOF PLAN SAILFISH (9UNITS) ROOF PLANS SCALE: 1 /61'= 1'-0" l Q N to U W V Q FILo 7 co It IO W UD cc O J uIIi�J LL m W Z J Y Qa W O U E Q W Q ZJ 010 W LL z () F— u U W V z z < U If ILL REG. 6698 • N EXERCISE ROOM FLOOR PLAN a SCALE. 1 /A°_ 1' O" e 6^ < z._6. 4„ W ("I t. I CEILING DETAIL +8 -10Y A.FP. GLG. HEIGHT tT — : H HT GLG E G SCALE. 1 , _ 1 -O = ; r i A.F.F. a A P:30 �-I GLG.. HE IGsHT a i I • 4 my me EXERCISE R OOM o s SCALE: 1 "= 1 '-0" [ O �n r 1' v ■ it ` e Y z J Qa w ❑ Q U¢ O 0 uElZ 7 W(l _a p� J LL z V r 1 U W Z U I� REG. 6696 o Q ll w r Err 24"DEEP'. SUMP U wa L_EV 4'-10"M.O: Zrr V CONTINUOUS LED CONTINUOUS LED STRIP LIGHT STRIP LIGHT _ .• ',� as p —. �� i I I -Tim x� r fr I f � r —_- 3" � r_-a}I _ O 24"DEEF I` I� LEV 8 3 F GLG. HEICz T r r, _v - +8 10 A.F.F. r r r u. 1 ?J 4 4'-1 @"M.O. ELEV 2 LOBBY � e+ t • r n • y Muni v n immm rr n gn' rr n rr C I y L,HK l7 C, U L. 0CS Y l C l l l l �i l� ) 1 �'" ARPLANS SCALE: 1 /2"= 1 r_O,r di Z co w a: W (-D LL 0 A 3S'_01 K O .} _- FLOOR PLAN SCALE: 1 /4"=1'-0" GLY G HEIGHT +9,_4" AFF. CL* G. HEIGHT �D $'-8" AFF. CLG. HEIGHT 5'-4" AFF. ! CL T .LGHEIG r T gC'L,GS." HAEFIFG> +9CLGHEIGH ,_2, 2'_10" +BI_S"A.F.F.CLG. HEIGHT FT T , aLG. +EG+r9 'N-Q CLG. HEIGHT A&L8' 4" AFF, i% CLG HEIGHT " C CLG. HEIGHT apart ENLARGED ED ENTRY FOYER CEILING 32 SCALE: 1/2"= V-0" REFLECTED CEILING PLAN SCALE: 1/4"=V-0" © COPYRIGHT 2018 ORDINAL OCEAN DEVELOPMENT L.L.C. These original ment design plans are the exclusive property of Cardinal Ocean Development,L.L.C. CE 0 1 V 1 4 � u Z J Qa W0 OW O L— REG. 6696 w M D O� ENLARGED ENTRY PLAN SCALE; 1 /2"= i `-0 r A1.32 00 1 I I I I I I 1 I I I I J III L --------J GREAT ROOM M. BE Dki loom 2(IS' 6" 4" 1 I I i _ __-- ,_2" r------, m I I r I I fl 1.I1 I I I I I tL'd I I I I --I-r I I I. 1 L------J I L--------J I r 1 8'-8}'" 13,_m„ z -5 2,-4" 3-81, 8,_2" I I Ii in -----' I. I I. —J I I e Ql II I I I I I I I _ _ -I \\ dl N I `\I I I I I I L` ----JJ I aoo \�\ D/WII b lO i w 0 ^ l_ ___J 21 Rt814 I I r---------------------` --- 11IKrrcHENI DINING ROOM z4 Owl LJO J 21 iv I I III �. NI T L PANTRY OVEN REFRIG 23- - --------- - - v v 0 2,, ,_4, 5r_, , -----. o 1 I Iiz I1 I I w N 4„3. n , 4 11" ,�_ --- _ 3, 8n -- 23 WASHER DRYER BAT 2 23 �; li 1 Bt�1' i-I .1 .0 22 _ 2'_2n 5,_1„ 4' 4"I "- 24 --4-8 ----y 4 �' _4r 13'-0" 4" - 2,_ / ` 4 � WH z'AHU --------------- EDROOM 2� F yER 31 al 11 — I I 1 1 2,_ "I �\ -' v v 14r1 II,_9" 4„ / \\ ,' BEDROOM 3 `r 23 % ---; O 4 1.33 C 2'-211 LA PR T IR In a FLOOR P SCALE: 1 /411= 1'-0" ENLARGED MASTER BEDROOM CEILING SCALE: 1 /2"=1'-0" AI.33 SEE CEILING SECTION FOR DRIENSIONS'AND HEICsHTS &'� 4,, AF.F, CLG:,HEICsHT .. ' AF�.F: iv Ca ':G{;: {EIGHT 0 �0 GLCs. HEJGHT QI 81-4" A_FF._:__ 0 ' w C s GLCa HEIGHT �g �'-8" AFF. CLGi NE1CsHT ENLARGED MASTER en BATHROOM CEILING SCALE: 1 /2"= V-O" V--------- ----------- LAN--------------- - --\ ?„ NICHE NICHE 10" 12" CLG 11 I I 9r-II" I I I ---- ---------,ID I I I I ® I I ® II 11 ® - !— ENLA ENLARGED ENTRY PLAN FOYE SCALE: 1 /2"= V-0" A 1.33 SCALE: 1 /2"= V-0" RGED ENTRY R CEILING K�3� .33 REFLECTED CEILING PLAN SCALE: 1 /4"=1 `-0 ' 1 n • v I' 4 ■ 11 Z J as w0 w 0 Ow n Z7 a J pp w p10 m LL �z U) U W F— z Q ILL REG. 6698 �h IL� O w Z 4 W W� W H REVIEWED r Ocl CODE COMPLIANGEC � H ST. LUCIE CC) NTY� BOCC U 3RD & 4TH FLOOR UNIT A PLAITS (0 COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. 5 0 O Z Z 3 Y 0 'o w��1 o a V) (n F. 1 U 4❑ S O N M W M Nam+ r0 LL 0 , ELEVATOR FLOOR PLAN SCALE: 1 /4"=1'-0" ENLARGED MASTER BEDROOM CEILING SCALE: 1 /2"=1 `-O" .34 6) SEE CEILING SECTION $'-4" A.F,F. FOR DIMENSIONS ANP �� HEIGHTS GLG�I (EIGHT -�1 8" AF�F_.__ ELF, 8'-0"A-F. CLG. HEIGHT W-4" A.FA.FF� GLY C,, HEIGHT — CLR G. HEIGHT CLG. NEKsHT . ENLARGED MASTER FOYER CEILING 3 SCALE: 1 /2"=1'-O„ �.34 REFLECTED CEILING PLAN SCALE: 1 /4' =1 1-0" UNIT B PLAIN O COPYRIGHT 2018 ORDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. w M (.0 T '�A a ELEVATOR FLOOR PLAN SCALE:1 /4"= 1 '-01, 2 .0 '' v - iv4 G. HEIGHT OL GLCG. HEIGHT 0 61 8� 5_4 G( £G. HEICsHT •. GLG. HEIGHT G G. HEIGHT i - L V-m"AFF. GLG. HEIGHT a, W AlHEIGHT cv iv CLG,HEICWT- iv G G. HEIGHT " iv �0 7 2X - 1 LD " GLG. NEICsj.�T - ENLARGED MASTER BEDROOM CEILING SCALE: 1 /2"= 11-0" 1 _�q jp SEE CEILING $EGTIOI>t S'-4" AFF. FOR DIMENSIONS AND HEIGHTS, GLG. HEIGHT 6 T 2 cv ' iv ill l r 7 GLG HEICGHT , S'-& AFF. GLG. HEill CsH7 u a AFF. GL4 G, p�IGH? � CLG. HEIGHT CCG. HEIfGHT ENLARGED MASTER BATHROOM CEILING UNIT B ALTERNATE PLANS N to i Q U E Ito D to 10 m rr J O -� W J> LL J m W Z J as W❑y ❑ w O0 ® Z = Q UO) LL _L I— z < r_1 V LAB T ILREG. 6696 ENLARGED ENTRY FOYER CEILING 3 SCALE: 1 /2"=1 '-0" 13 © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. M, FLOOR PLAN SCALE: 1 /4"=1 `-O" 1 ENLARGED ENTRY PLAN SCALE: 1 /2"=1'-0" ENLARGED MASTER BEDROOM CEILING SCALE: 1 /2"= 11-0" 1.3C " 5EE CEILINCs.SECTION FOR DIMEN510N5 AND 8'-4" A F.F. HEIGHT$ CLG..HEI6HT'� GL�s._HEI�G�Ht 1V� . GLG, HEICsNT ; . 4,,,4.EF. CLGH a, 0 AFF� CL Cs: HEICsHT CLFs. HEICsHT �9 ENLARGED MASTER BATHROOM CEILING SCALE: 1 /2"= 1'-0" l ED ENTRY FILING REFLECTED CEILING PLAN SCALE: 1 /4"= 1 '-0'' Q N10 Q ' F(co 0� ND M ro dJ ' U I >JJ LL Lm W Z Q � Q W LL UW 00 Z= Q lo J RILL LL z V J V U W z 1 V LL REG. 6696 .A U o OU 7 6mmmmi4 \ ® , W O �A z rT, U W z Q C>~ REVIEWED FOR w CODz,, (;OMPLIANCE h ST. L CIE COUNTY r l BOCC V (""Mm,n 2ND F LU"OR UNIT C PLANS COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. W M CfS LL a a 39'-m" I. 32 ,_ 0„ 4 r_ 0„ B O O O O I 22 II I �________-_-T ------ i 11 I I i t i i I 1 1 _ --1 L--------J 1 M. BEb,,k, o o M GREAT ROOM 11 I L------ J I I I I T I I I I 81-2" 3,_S„ 2,_4„ n 13'-0" S' 8y" in I I I I L�__-____J. Y Qn �.. N `_______ co F I I __J I I J oo r � 6 � �'rr 6'_0" i I�'12" ' R < SH -- -------------------- T I _ I 1-KITCHI NI CLO 24 I I N I L--------- -- L EINING ROOM I R6SH I 7 1 REPRIG OVEN PANTRY -------- - ------ - 23 - 5'-I" -4' 2" O \\ I z 1 '-6" *; ---J-- — 2r_11„ 4„ 3 _ r4„ 2 - `2 " 3 --- MILBAT11 �4 23WASHER DRYER r 1 3BA H 4 22 -0" v6 38 5_ r24 26 AHU 2 0 W 26 ® _ - ----- _ 'FOY_ -- `. a R'-'` BEDROOM 2 � , 1 L 31 .n BEDROOM 3 ' .` ♦ J.'" ♦ i iA 4 � ♦ i----I 123 — A131 22 12r Orr 4' 2' 2" 24 �, C a e O O , 2'-10" S" m n T I 1 15'-10" 6'-6" FLOOR PLAT` SCALE: 1 /4"=1 '-0" SEE CEILING SECTION POR DIMENSIONS AND HEIGHTS CLG. HEIGPTVAll F�-7o L4"L 1j'-2"r21'-4" CLG. HEIGHT"V '0•' AFF. : HE PT 8'-4" AFF. GLG. }�EIGI-ITS 0 G. HEIGHT T'-8 AFF:'. - CLCz. HE1GN1' ENLARGED MASTER BATHROOM CEILING SCALE: 1 /2"= V-0" - l\ ENLARGED ENTRY FOYER CEILING C F BOCG 3RD & 4TH FLOOR UNIT C PLANS © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. Z 0 w d E Do oUJIH� ENLARGED ENTRY PLAN SCALE: 1 /2"= V-O" ,41.3-1SCALE: 1 /2"= V-O" SOUTH ELEVATION EAST ELEVATION VILEST ELEVATION +44'-4"(5(53' N.A.V.D.) TOP OF PARAPET +40'-4" (523' N.A.V.D.) MAIN ROOF SLAB I 11 +29'-8" (41.1' N.A.V.D.) FOURTH FLOOR SLAB - PENTHOUSE d 9'-8" C31.1' N.A.Y.DJ THIRD FLOOR SLAB +9'-8" (21.1' NA.V.D.) SECOND FLOOR BLAB t0'-0" (12.0' N.A.V.D.) FIRST FLOOR SLAB - PARKING NORTH ELEVATION +44'-4" C563' N.A.VDJ TOP OF PARAPET +40'-4" (523' N.A.V.D.) MAIN ROOF SLAB +2V-8" (41.1' N.A.V.D.) FOURTH FLOOR SLAB - PENTHOUSE +I S'-8" (31.1' N.A.V.D.) THIRD FLOOR SLAB +S'-8" (21.1' N.A V.D.) SECOND FLOOR SLAB t0'-0" (12.0' N.A.v,D.) FIRST FLOOR SLAB - PARKING +48'-6" (60.5' N.A.V.D.) TOP OF STAIR ROOF CURB +40'-4" (52.3' N.A.V.D.) MAIN ROOF SLAB +29'-8"C41.1'N.A.V.DJ FOURTH FLOOR SLAB - PENTHOUSE +I V-8" (31.1' N.A.V.D.) THIRD FLOOR SLAB +S'-8" (21.1' N.A.V.D.) SECOND FLOOR SLAB t0'-01,(12.0' N.A.V.D.) FIRST FLOOR &LA6 - PARKING AN-\ +48'-6"(60.5'NA.V.D) TOP OF STAIR ROOF CURB +40'-4" (523' NA.VD.) MAIN ROOF SLAB +29'-8" (41.1' N.A.V.D.) FOURTH FLOOR SLAB - PENTHOUSE +19'-8"(31.1' NA.Y.D.) THIRD FLOOR SLAB +V-8" (21.T NA.VD.) SECOND FLOOR SLAB t0'-0" (12.0' NA.VD.) FIRST FLOOR SLAB - PARKING QN10 _ Q i V O i h Iw0 D� N 10 fT W OLL !'''II I A I m w Z J Qa w 0 Q 11 U O w0 Z O Q J p u " If) m LL rz V J U U W z = Q U fT If H REG. 6698 Q 1 Q �1 O o U a F� H P o z z irl U O z EVIEWED FOIEl /� CODE COMPLIAN ST. LUCIE CO'�4�IT� � w BOCC v' l F � SAILFISH EXTERIOR ELEVATIONS SCALE: 1 /8"= V-O" © COPYRIGHT 2018''CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. w w T N IL L O.A ALL ROOFING SHALL BE GAF EVEIRSUAZRD 60 MIL FEEECEBACK WHITE TPO FULLY ADHERED MEMBRANE OVER CELCORE R-IS LIGHTWEIGHT INSULATING CONCRETE. ROOFING SHALL MAINTAIN MIN Y4"/FT. SLOPE. PROVIDE WALKING PADS TO ALL ROOF TOP EQUIPMENT. ALL FLASHING SHALLBE STAINLESS STEEL. — — — — — — — — — — — — — — — — — — — +45'-8" (61.1'N.A.V.D.) Aj--� / TOP OF PARAPETTOP OF PARAPET r I 2"10 ALUM TUBE TOP RAILING ------ +41'-2 " (592'NA.VO.) < BOTTOM OF SLAB +4S'-10" (5-1.8'N.A.V.D.) TOP OF PARAPET INSTALL 5IGNAGE IN - I �.; 1 1. INSTALL SIGN E IN ACCORDANCE W1 F5C BOTTOM or SLAB ACCORDANC W/FBC 5ECTI -FN1 1023.S IQ 3/4"4, ALUM TUBE INTERMEDIATE I I TURN TPO ROOFING UP 12" ABOVE TOP OF CANT AN RAILING MEMBERS SPACED QI 43/4- O/C. MAXIMUM OPENING SECURE WITH S.S. TERMINATION BAR INSTALL STUCCO STOP AND STUCCO ABOVE BAR 4 CAULK JOINT. (TYP) SHALL REJECT 4" D IA. OBJECT. w ED 10 MAIN ROOF SLAB - — - — - — - a) Cf) C() SUPPORTS SPACED EQUALLY CD WITH A MAXIMUM DISTANCE Or Rk! > LL L 1� Uj dw z w 0 ----------- L) -��iTH FLOOR SLAB <OO Z io -j STAI:? 1 STAIR BALCONY RAIL DETAIL Uj IT SCALE: 3/4"= 1 1-01, z A4.1 0 (0 - — - — - — - — - — - — - — - — - ..... .. RD FLOOR SLAB LIj POURED CONCRETE CURB W1 BEDRM 3 S.S. FLASHING R.5GLET 4 4 "CANT LIQUID APPLIED WATERPROOFING BEDRM 3 z STRIP TURN ROOFING UP CANT AND INTO REGLET. INSTALL < U %; CONTINUOUS CAULKING. LLREG.6698 A4 4 4 A 44 4 4 GARAGE EILEC' LO BY ------TFZAS -1 ROOM GARAGE ROOF STAIR CURB DETAIL 00 SCALE: 3/4"= 1 I L 0-'-0"-(12.0'NA.V.D.) — --IF -- ----- _:.,. ALL WALL WITH INTERIOR ARAGE FLOOR SLAB I' f w:- SPACE BELOW FINAL GRADE SHALL BE FULLY 0 ---------------------- 10 SECTIONWATERPROOFED WITH U SIKAPROOr A-06 FULLY i� ADHERED MEMBRANE (TYP) U TOP OF PARAPET (&0.5'NA,VD.) ELEVAT SLAB ALL ROOFING SHALL BE GAF EvEF;r-,uARD 60 MIL P OF PARAPET ALL ROOFING SHALL BE GAF EVERGUARD 60 MIL FLEECESACK WHITE FLEECEBACK WHITE TPO FULLY ADHERED MEMBRANE ��TO TPO FULLY ADHERED MEMBRANE OVER CELCORE R-IS LIGHTWEIGHT +46 (58.5'NA.v.D.) OVER CELCORE R-19 LIGHTWEIGHT INSULATING INSULATING CONCRETE. ROOFING SHALL MAINTAIN MIN Y4"/FT. SLOPE. TOP OF PARAPET CONCRETE. ROOFING SHALL MAINTAIN MIN Y4"IFT. SLOPE. INSTALL OIGNAGE I'%I PROVIDE WALKING PADS TO ALL ROOF TOP EQUIPMENT. ALL FLASHING PROVIDE WALKING PADS TO ALL ROOF TOP EQUIPMENT. ACCORDANCE W1 :5C 1 SHALL BE STAINLESS STEEL. ALL FLASHING SHALL 13E STAINLESS STEEL. +44'-4"(56.3'N.A.V.D.) A9� 10 +44'-4" (5(o3'N,A.VZ).) SECTION 023.S TOP OF PARAPET TOP OF WALL r I lr i r TURN TPO RP�FIWG UP 12" ABOVE TOP OF CANT AND TOP OF PARAPET TURN TPO ROOFING UP 12 "ABOVE TOP OF CANT AND SECURE WI-144.8. TERMINATION BAR INSTALL STUCCO SECURE WITH S.S. TERMINATION BAR INSTALL STUCCO 4.4 '-4"(52.3'N.A.V.D.) ------- STOP AND STUCCO ABOVE BAR 4 CAULK JOINT. (TYP) Aj--� +40'-4"(523'N.A.V.D.) STOP AND STUCCO ABOVE BAR 4 CAULK JOINT. (TYP) N ROOF SLAB MAIN ROOF SLAB C lee PRM DINING GREAT RM BEDRM 2 KITCHEN GREAT RM un A -219'-S-(41.7'NA.v.D.) +29'-8" (41.-I'N.A.V.D.) 4THFL66R KAi; 4TJ C ST� I 7�9 P RM DINING GREAT RM BEDRM 2 KITCHEN GREAT RM < . ... ..... ROOFING A E -ANT ME) URN Tr WITH 66 UP 2" T 130V TOP or INSTALL STUCCO STOP TER -MINA ION BAR IN5TA 0 STUCCO A A50VE BAR 4 CAULK JOINT. �)F 3RD FLOOR SLAB ELE V 31RD FLOOR SLAB IL -A REVIEWED M. COM (;011 PU!At4(;L ST1 ST.' LJCIE M.;NTY L P RM DINING GREAT RM BEDRM 2 KITCHEN GREAT RM BOCC d 8" (21.1'N.A.V.D.) 2ND FLOOR SLAB 2N 2 - -------- -An I �AI.36) ST1 LOBBY GARAGE SL EXERCISE GARAGE Aj-� *0'-0-(12.0'N.*1r�F77 '0FLOORi J —T�4 GARAGE�L ALL WALL WITH INTERIOR SPACE BELOW FINAL BELOW FINAL GRADE SHALL BE GRADE SHALL BE FULLY WATERPROOFED WITH FULLY WATERPROOFED WITH SIKAPROOF A-08 FULLY ADHERED MEMBRANE (TYP) 51KAPROOF A-08 FULLY — -4'-0"(S.0'N.A.V.D- .) ADHERED MEMBRANE (TYP) — - — - — - — — - - — - - BOTTOM ELEVATOR PIT — — SECTION SECTION C3 ZD1A1U-1Z-.)N tJUILUIIN4UZ=)LCIIUINZD SCALE: 3/16"= V-01' ALL WALL WITH INTERIOR SPACE BELOW FINAL GRADE SHALL BE FULLY WATERPROOFED WITH 51KAPROOF A-08 FULLY ADHERED MEMBRANE (TYP) A V COPYRIGHT 2020 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartmPlIt design plans are the exclusive property of Cardin4j ocean Development L.L.C. I F� Vnm� Ln I f—I i t—� ' .a a :., P � • . —i i_11-1 I hI i i :: 111=11 I�i I I. -1 ..: ; III-1 I IL IL r� 0 7,r,7rT!l I 1 0 < o�� 4'-0- 4-00 11 =L11 111 �Lr_ A SOUTH EXTERIOR STAIR SECTION SCALE: 3/8"= V-0" "'V-4" (a T SREAZZ5 (V 61 k �j STAIR I PLAN - 4TH FLOOR SCALE: 1/411= 1 1-0" 6) LLI -00" 4' " " I L. 1 1 1 1 ' 4 T4 11 4" � (8 THE wl 11 L M�_WALK - — - — - — - — cl JN� Li STAIR I PLAN 3RD FLOOR SCALE: 114 TT= 1 1_01T . 4 SCALE: 1/411= 1 1-0" LP 0 2" �u 12 4'-0" 2" F T LANDM I I IEI I F : ("T TREADS 11,9III- I STAIR 1 SECTION 1 I III —II IMEHE I SCALE: 3/81T= 1 T_oTl STAIR I PLAN -GARAGE El I SCALE: 1/411= 1 1-011 I FI I E (20.1'N.A.V.D.) TOP OF WALL LANDING ill-oll (11 TREADS 0 12") 7.70115ALCONY _7 I I I AVF. bAM- ISH BUILDING SECTIONS NORTH EXTERIOR STAIR SECTION 2 SCALE: 3/8"= 1 '-0" 4 cl) LID IA o 'T' Ill co to OF WALL D (J) V ID (1) In LL cj > LL = III 1 I Ed I 1=1 I I= w w z w 0 cl 0w 0 Z _j III—IIjo IL IIIIIII z I I MI I A I - (L)III 4-0" , z < V-4' to < REG.6698 ro'-4" H i rl ,dl �4 �A4. 10) fl,-all SOUTH EXTERIOR STAIR PLAN SCALE: 1/411= V-0" Nvo "41 IR— r 0 4 C6 12'-0" rl CZ u LJ NORTH EXTERIOR STAIR PLAN SCALE: 1/411= 1 1-011 4 L) 5 1211 31-01, REV - .1) FOR EAC)a 't, 4'-0" (3 T. 0 12 12 cor o,' ,WAY �PILA'l I 5A —7:III 1 NOIW% WALK NORTH EXTERIOR STAIR SECTION SCALE: 3/8"= 1 T_011 I1-aruillul ucean oeveiopment L.L.C. LIJI -0 LsJ 7 tio — — — — — — — — — — — — — — — — — — ALL ROOFING SHALL BE GAF EVERGUARD 60 MIL FLEECEBACK WHITE TPO FULLY ADHERED MEMBRANE +48'-6" 160.5'N.A.VDJ OVER CELGORE R-19 LIGHTWEIGHT INSULATING CONCRETE. ROOFING SHALL MAINTAIN MIN Ya �T. SLOPE: TOP OF PARAPET t— I PROVIDE WALKING PADS TO ALL ROOF TOP EQUIPMENT. ALL FLASHING SHALL BE STAINLESS STEEL:----------- +41'_2" (59.2' N.A.V.D.) Qj +4T-2" (59.2' N.A. V.D.) + 2"0 ALUM TUBE TOP RAILING INSTA L 91GNA6E IN I BOTTOM OF SLAB TOP OF PARAPET <. +45'-10"(51.S'N.A.VD7 INSTALL SIGN E IN AGCO ANCE W/ FSG I BOTTOM OF SLAB ACCORDANC W/ FE5G F 5ECT N10229 SECTION102' Q N 1 i 3/a ALUM TUBE INTERMEDIATE BERS SPACED 4, '-4" (52.3' NA.V.D.) I 1 4%a"LO/G. MAXI UMM OPENING — — — — — — — — r.. .. r • .a s.. . .. n ..x.... r .. w. fA.. ..4 A � ... . ,. .:.:, .. .:.... , .r .. ...., ..:. , ., . _ ..... , ..: ,.... f. :.. .., . { ' ' SHALL REJECT 4" D IA. OBJECT MAIN ROOF SL B .. , . ...... ., ,t,. ,: •. '; �.',. '. 1 1 ' o SUPPORTS SPACED EQUALLY Uy" ALUM SQUARE TUBE WITH 0"0 MAXIMUM DISTANCE OF LL 12 MI +29'-8"C411'N.A.VDJ I -7 ----------- s -- - - - -- — .. , r i":... .• a 4-.. s.. ..nn a . -.. -.... ... .4 •. 4TH FLOOR SLAB I STA[ 1 S AIR 2 A4,o BALCONY RAIL DETAIL 4 1 SCALE: 3/4"= 1,,0„ 3.10 19,_S,rC31:1'N --- 1 , RD FLOOR SLAB i , r . I i B E D R M 3 BEDRM 3 _ PouRED conlcRETE cuRe w/ LIQUID APPLIED WATERPROOFING 1 i _ — — — — — — -. I'-4" S.S. FLASHING: REGLET E 4"CANT 4 f STRIP TURN ROOFING UP CANT A1.30 1 .' +9'-8"C21.1'N.A.V.DJ 1 C CAULKING. --- — — — — — ONTINUOUSG ULKNG. �2ND FLOOR SLAB T- :;. ••. :., . .. _ , .... .. ..,.',,..: ., ., , , .:,:. :..,..:.. Oil' . ° AND INTO REGLET INSTALL LL 1 " 1 GARAGE TOIL. EG LOBBY --.fiR S ROOM GARAGE .t °° a , ° ° 4 d°. a 1 1 ROOF STAIR CURB DETAIL t0'-01102.0'N.A.VD.) I__ j - -- SC =T`Q" 3 1O GARAGE FLOOR SLAB 'N------ - - - - - - - - - - - - - --- SECTION +481_61, (60.5' NA:VDJ TOP OF PARAPET ALL ROOFING SHALL BE GAP EVERGUARD 60 MIL FLEECEBACK WHITE TPO FULLY ADHERED MEMBRANE OVER CELCORE R 19 LIGHTWEIGHT +46'-6" C58.5' N.A.YDJIF ALL ROOFING SHALL BE GAF EVERGUARD 60 MIL INSULATING CONCRETE. ROOFING SHALL MAINTAIN MIN Y♦"/FT. SLOPE. FLEECEBACK WHITE TPO FULLY ADHERED MEMBRANE INSTALL SIGNAGE I TOP OF PARAPET PROVIDE WALKING PADS TO ALL ROOF TOP. EQUIPMENT. ALL. FLASHING OVER GELGORE R-19 LIGHTWEIGHT INSULATING ACCORDANCE W/ SHALL BE STAINLESS STEEL. CONCRETE. ROOFING SHALL MAINTAIN MINYa"AFT. SLOPE. +44'-4" (56.3' N.A.V.DJ +44 -4 (563'N.A.V.DJ +OP O PARAPET ----{------ SECTION1023.9 — -- `• '" :::-4 ` < ELEVATOR ROOF SL 8 PROVIDE WALKING PADS TO ALL ROOF TOP Qj Y TOP OF PARAPET TOP OF WALL TOP OF PARAPET EQUIPMENT. ALL FLASHING SHALL 15E STAINLESS STEEL. nil +40,_4" (529' NA.VD.) +40'-4" (523' NA.Y.D.) ;' >" MAIN ROOF SLA8 ... , , ..,.:... .... '...: , .. ,.,, . .:....: �.', , .. '......... � . ............ ,...... MAIN ROOF SLAB P RM DINING GREAT RM j �� ; BEDRM 2 KITCHEN GREAT RM VOID 1 U � F IA co 11II 10 4� •� U d� ❑ J II I > LL JJ � Ill 0� 2 Q Q � W Lu U W 00 Z a oto J m LL IJ U U W z cc REG, 6696 .a w U a 1®l O w �T [�] O on — — — — — — — — — — — — — A PET r TOP OF P RA +41'-2"Y592'N.A.VDJ +41'-2"C592'NA.VDJ 2 ro ALUM U$E TOP ROILING BOTTOM Or ' TOP Or PARAPET _.....,...� �� T �r ,: ,.. •: . , .:,. ...• .. - 80TTOM OF BLAB WiI FLOC +9'-8" C2I.1 2ND FLOC SCALE: 3/ 16"= i '-O" !� ` u ❑ 7 Z a 10 BALCONY RAIL DETAIL LL SCALE: 3/4"= V-O" 3.1 O ,z V J u u ui CURB W/ \/ POURED CONCRETE LIQUID APPLIED WATERPROOFING i 1,_4„ 9S. FLASHING REGLET e 4" CANT STRIP TURN ROOFING UP CANT ' AND INTO REGLET. INSTALL CONTINUOUS CAULKING. a: cc n a, a A I' H 6696 REG. a. STAIR 1 SEC SCALE: 3/8"= V-O" SAILFISH BUILDING SECTIONS STAIR 'I PLAN -ROOF SCALE: 1 /4"= 1 '-O" UP to L STAIR I P SCALE: 1 /4"= V-O" (20.5'NA.VD.) LAN ING TOP OF WALL 5LL M A (201 N.A.VD.) TOP OF WALL -- — d _ _I=1 I I=1 I M 114 I I I I I=I 11=1 I a III=f l lI II I -II I I I I-1 I i I I II I i I I 1=1 I I-111 I 1 1-1 I I=11 =1 _ 11=1 I I 111-1 11-11 I l l-III . I I ICI HIM 11=111- +4'- LA' Q �� QII-- U a IL0 r L� V io Ql . ro Lr i o LL L1J W J III 1 1 III I! 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I = I-1 I I III=I' - __I 11-1 1 1E1 1 1EI t l—III-11 IL%II I L1 i 1I I I1 I IIII+ i iI1 I � iLI Ii � II I Ii � .I �— SOUTH EXTERIOR STAIR SECTION_ 3,_4,. 12'-0„ o SCALE: 3/8"= 1 '-o" i0 LL REG. 6696 b._4" e TOP OF WALL 4 A4.to � w 12„ ( AD9 4'-0" 2„I-2LO]14—Iqpr.0„v LANDING r a � a .• _ I =III III-1 I i � F--� =11 I -I I M I -I LI- ' I III -I I i III li l-III Aa. y o � � � —III III III 1II—III III— TI III-II{�III—III-111 III -III SOUTH EXTERIOR STAIR PLAN SCALE: 1 /4"= 1'-O" I=1 I I=1 I LEI I I-i I -111-III-1.11 III-1 I I Q � -- — III=1 f I —I I hI I I=1 11 1-1 I I�I I L-1 I I —I 11= -i 11=1 I1-1 11=1 I' -1 1I-1II '-11i SOUTH EXTERIOR STAIR SECTION SCALE: 3/8"= P-O" 11'-0° It] T Al — Vt/h RIOR STAIR SECTION ®V 0% 1 D 1 o ! w I -•-I Nily N Iwo I ------------- I. F ---I I. I I I I PAINTED 1 i! DOOR GWB 44.20 112 i i 24, TB 1 L 1-- j- - ,A4.20, 5MARBLE ---- --- ---- 0 j---- ---- ---- I V I - -____ LJ -- TUB 4"BA5E _ L oC I ------------- - 2 •10„ L H 11� ELEVATION 1 MASTER BATHROOM TB PAINTED GWB MARBLE W Q = 4" BASE 777 ELEVATION 5 IIII A4.2I: I L---------------- 010 p I —�--- l 112 7 I/ I. I } I I I I 1 44.2m 13 '------ J_J 1 I A4.20 I 14 F t ------------------- IL I I I ------------------ I I I I i KITCHEN ELEVATION 15 BATHROOM 2 ELEVATION 1 1 ELEVATION 16 MARBLE MARBLE ELEVATION 2 PAINTED FULL MIRROR GWB VESSEL SINK MI A \ \� VA ITY ELEVATION 6 Id ELEVATION 7 ELEVATION 12 lUp I I I I -- 2 4.20 18 19 POWDER ROOM FULL MIRROR PAINTED GWB VESSEL SINKS - MARBLE TOP 4 SPLASH 4" BASE TPH V ITY \; 2'-8 ELEVATION 3 PAINTED I GWB 24"TB 0 V' 4" BASE ELEVATION 8 FULL MIRROR YES5EL SINK T MI A V ITY MARBLE MARBLE SHELF 2'-6" 2'-10" 24" TB MARBLE iA 4"CURB ELEVATION 13 MARBLE 4 SPLA5F ELEVATION 17 UNIT INTERIOR E SCALE: 3/8"= 1 `-O" ELEVATION 4 ELEVATION 9 I AINTED WB DOOR 24"TB 4"BASE ELEVATION '18 ELEVATION 19 L.EVATIONS UNIT C SIMILAR BUT REVERSED MARBLE ELEVATION 10 ELEVATION 14 ELEVATION 20 —OWED N to I V Q O I ID (� ID 1..1� a) m N I� > j > U. IJJdW �V Z J Qa w Ir °Q O Q I� z a LO J IZ � LL iJ W 1` / U IT OC LREG. 669E � ll• O', o f� a } V�� II...�aazh�11i'11111 z z 0 z ~ z REVIEWED Fes+ I --I o CODE COMPLIAI x ST. € UCIE CUUN' � H 130g" © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. ------------ I I PAIN li ! GTED WBDOOR IL 114 1 4412 1 2 MARBLE 24" TIB I i i I I i i i I i I 24" TB L 5 A4.2b - -__� JIl I i' i i � � � MARBLE --------- --- \ @ '- ----- -- -----.-J Kl 0 SPA -------------------------- — TUB - 4" BASE J 2'— I m" ELEVATION 1 MASTER BATHROOM PAINTED TB GWB MARBLE o � 4"BASE ELEVATION 5 7 KITCHEN ELEVATION 14 BATHROOM 2 , 9-3 , GWB ELEVATION 2 I PAINTED I I FULL MIRROR GWB MARBLE TOR 4$PLA6H VESSEL VANITY 4"CURB ELEVATION 6 , NATURAL IZ NATURAL STONE STONE SPLASH SPLASH COUNTERTOP COUNTERTOP DRAWERS DRAW. DRAWER DRAWER WINE MICA GDO CABINETS DRAWER It 2'-21, 1,_7 2'_6,, 21 _1" ELEVATION 10 ELEVATION 15 r 1 i 19 4.2 1 FULL MIRROR PAINTED MARBLE VESSEL SINK$ GWB MARBLE TOP 4SPLASH MARBLE SHELF 4"BASE MICA iv SPA . VANITY i0 TUB `. / •. �'� \ :' 2'-I0" 2'-6" 2'-8" 2'-6" ELEVATION 3 ELEVATION 7 ELEVATION 11 ELEVATION 8 ELEVATION 12 ELEVATION 4 ELEVATION 9 PAINTED GWB 24"TB v 4" BASE 1—g ELEVATION 16 ELEVATION 17 ELEVATION 18 ELEVATION 19 UNIT B INTERIOR E L E VAT I O N S © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. SCALE: aie^= t'-o" These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. ELEVATION 13 4t s N 10 Ud Q 1 W IDO D Lo 01 N dJ > LL IW id V Q Q WO ULL OW I® Z ] a W J IL.L I IJI O F m LL .z W T� z < V ry1 IT ILL REG. 6698 w U O O C w '� to REVIEWED M � ~ CODE c(jMPLIAI- �CIE CCJI®171r 1 BOCC PAINTED GWB RBLETOP DOOR SLASH C� MICA VANITY DOOR SCHEDULE m p DOOR 51ZE DOOR FRAME WIND PRESSURES REMARKS w z 0 p 4 d q i 9 t! DETAILS z w p N.O.A. wIL O x F �� WIDTHX HEIGHT THICKNESS 1 8'-0" X 1'-4" A ALUM LAM P 2 ALUM b/A6.11 1/A6.11 8/A6.11 42/-46 60/-50 1-1-0420.12 1 2 14'-10" X q'-4" a ALUM LAM P 3 ALUM 6/A6.11 7/Ab.11 51A6.11 40/-4q bO/-60 1'1-0420.12 2 3 T-O" X W-4" A ALUM LAM P 2 ALUM 6/Ab.11 -1/A6.11 6/A6.11 42/-53 60/-60 11-0420.12 3 4- 6'-O" X q'-4' A ALUM LAM P 2 ALUM 6/Ab.11 "VA6.11 8/Ab.11 42/-53 60/-60 17-0420.12 4 'b " 3'-0" X 8'-0" 1 5/4' G ALUM LAM P 1 ALUM 3/A6.11 4/A611 5/Ab.11 ' 4 7/-51 T0/--80 17-0504.01 5 6 3 -0" X ' 8 -0" 1 3 /4 C ALUM LAM P 4 ALUM 3/A6.11 4/A6.11 5/Ab.11 41/-51 10/-80 17-0504.01 6 1 8 -0" X 10'-0" A ALUM LAM F 2 ALUM &/A&.11 'i/A6.11 8/A6.11 42/-46 60/-60 11-0420.12 11. 8 14'-10" X 10'-0" B ALUM LAM P 3 ALUM 6/Abl1 7/A6.11 8/A6.11 40/-4q 601-60 17-0420.1.2 S q '71-0" X 10'-01, A ALUM LAM P 2 ALUM 6/A6.11 7/Ab.11 8/Ab.11 42/-53 60/-60 11-0420.12 q 10 6'-0" X 101-0" A ALUM LAM P 2 ALUM 6/A6.11 111A611 $/A6.11 42/-53 60/-b0 17-0420.12 10 11 15'-0-' X '-10" 6 1 3/4 D STEEL P 5. STEEL 1/A6.11 2/A6.71 140 41/-57 65/-65 17-0426.02 12" OJRB 11 12 3-0' X 8'-0" 1 3/4 D STEEL P 5 STEEL 1/A6.11 2/Ab.11 q0 47/-51 65/-65 11-042b.02 12 13 3'-0 , X T-O" 1 3/4" G ALUM LAM P 1 ALUM 4Y/-51 -f0/-60 11-0504.01 15 14 12-0" X T-O" Z, E STEEL P 6 STEEL q/Ab.11 16/A6,11 40/-44 60/-74 11-1026.18 5ECTONAL 14 15 3 O' X 1'-0" 1 5/4" D STEEL P 5 STEEL 1/A6.11 2/Ab.11 45 INSULATED 15 . 16 3 0' X 1'-0" 1 3/4" G ALUM TEMP P 1 ALUM 1/A6.11 2/A6.11 16 11 3-0 X.`1'-O" 1 3/4" F STEEL P 5 STEEL 1,/A6.11 2/A6:11 FULL LOUVER 11" 18 (2) 4'-0" X -7,-0" 1 3/4" 6 STEEL P . 1 STEEL 1/Ab.11 2/A6.11 FULL LOUVER 18 tq 3'-O' X T.-O" 1 3/4" D STEEL P 5 STEEL 1/A6.11 2/A6.11 INSULATED 1q.- 20 (2) 2'-b" X T-O" 1 5/4" G STEEL P'. 1 STEEL 1/A6.11 2/A6.11 FULL LOUVER 20 21 (2) 3'-0" X 7'-O" 1 3/4" G STEEL P. 7 STEEL 1/A6.11 2/Ab.11 FULL LOUVER 21 22 2-10" X 8'-0" 1 3/8" H WOOD I P 8 YJOOD. 11/A6.11 22 23 2'-10" X 8'-0" 1 3/8" H WOOD P 8 WOOD 11/A6.11 23 24 7-10" X.5'-0" 1 3/8" H WOOD. P 8 WOOD 11/A6.11 24 25 2'-10 X 8'-0" 1 3/8" 1 WOOD P q WOOD 25 26 2'-4" X 8'-O' 1 5/8" H WOOD P 8 HOOD 11/A6.11 26 21 (2) 1' q" X 8-O" 1 3/8" J WOOD F 10 YVOOD 11/A6.11 21 28 (2) 2'-0" X 8'-0" 1 3/8" J WOOD P 10 YVOOD 11/A6.11 28 2q (2) X 8'-0" 1 5/8" J YJOUD P 10 WOOD 11/A6.11 2q 30 2'-6" X 8'-0" 1 5/8" H WOOD- P 8 WOOD 11/A6.11 30 31 (2) 2'-6" X 8'-0" 1 5/5" J WOOD P 10 WOOD 11/Ab.11 51 32 2'-0" X 8'-0" 11 3/8" H WOOD P 8 WOOF 11/A6.11 32 33 1'-6" X 8'-D" 11 3/8" H WOOD P 8 WOOD 11/Ab.11 83 WINDOW SCHEDULE z WINDOW SIZE WINDOW X DETAILS WIND PRESSURES N.O.A. REMARKS w UA � rU LL S p WIDTH X HEIGHT A 6-2" X 5-3" P25HR ALUM LAM P ALUM 13/Ab.11.14/A6.11 15/Ab.11 41/-51 63/-63 17-0411.06. E6RE55 I A B (2) 3-1" X 4'-11 1/2" 2-24E SH ALUM LAM P 13/A6.11 14/Ab.11 15/A6.11 41/-51 80/-50 11-0630.08 B G 4 5 1/8" X V-2 3/8" 55HR ALUM LAM P 13/A6.11 14/A6.1115/A6.11 42/-53 15/-15 17-0411.06 C D 3-1" X 4'-11 1/2" 24E F6 ALUM LAM P LALUM 13/A6.11 14/A6.11 15/Ab.11 42/-53 501-W 11-0614,11 arrHOR p E 2'-6" X 5'-0" 2550 5H ALUM LAM P 13/Ab.11 14/A6.11 15/A6. 11 41/-51 80/-80 11-0630.08 E F 1'-8" X 7'-10" 51DELITE ALUM LAM P 13/A6:11 14/A6.11 15lA6.11 41J-51 70/-80 11-6504.04 SIDE LTE TO F A B XX 5L ID ING OXXO 5L ID ING GLASS GLA55 DOOR TYPES 1 2 ALUMINUM ALUMINUM DOOR FRAME TYPES C D FULL FLUSH GLA55 STEEL 3 4 ALUMINUM ALUMINUM TUBE ROOM FINISH SCHEDULE LOCATION ROOM NAME FLOOR WALLS BASE CEILING NOTES MATERIAL HEIGHT 6ARAGE FLOOR PARKING AREAS L164T BROOM CONCRETE PAINTED STUCCO NONE PAINTED CONCRETE q'-0" GARAGE FLOOR 5TORA6E LOCKER TROWEL FINISH CONCRETE PAINTED STUCCO NONE PAINTED CONCRETE q'-O" GARAGE FLOOR ELECTRICAL ROOM TROWEL FINISH CONCRETE PAINTED 5T0000 NONE PAINTED CONCRETE q'-0" GARAGE FLOOR 7RA5H ROOM TROWEL FINISH CONCRETE PAINTED 5T0000 NONE PAINTED CONCRETE S-0" GARAGE FLOOR 5TORA67E ROOM TROVeL FINISH CONCRETE PAINTED 5TUGOO NONE PAINTED CONCRETE q'-0" GARAGE FLOOR LOBBY NATURAL 571ONE PAINTED GWB ro STONE PAINTED 6W5 VARIES SEE REFLECTED CEILING PLAN 6ARA6E FLOOR TOILET ROOM CERAMIC TILE PAINTED EYE, 4 CERAMIC TILE PAINTED GIAB 81-0" W TILE WAINSCOT 6ARA6E FLOOR EXERGSE ROOM RESILIANT VINYL TLE PAINTED 6WB VINYL COVE PANTED GWB 8'-10 1/2" SEE REFLECTED CEILING PLAN GARAGE FLOOR ELEVATOR MACHINE ROOM TROWEL FINISH CONCRETE PAINTED STUCCO NONE PAINTED CONCRETE q1-0" 2ND FLOOR FOYER ENGINEERED HOOD PAINTED 6W5 6" VIOOD PAINTED 6W13 VARIES SEE REFLECTED CEILING PLAN 2ND FLOOR GREAT ROOM ENGINEERED WOOD PAINTED 6NB 6" WOOD SKIM FINISH ON CONCRETE q'-4". 2ND FLOOR DININ6 ROOM ENGINEERED WOOD PAINTED 6Y O 6" WOOD SKIM FINISH ON CONCRETE q'-4" 2ND FLOOR KITCHEN ENGINEERED WOOD PAINTED 6YE3 6" WOOD PAINTED 6Ye VARIES SEE REFLECTED CEILING PLAN 2ND FLOOR MASTER BEDROOM EN&NEERED WOOD PAINTED 6W3 6" YVOOD PAINTED GWB VARIES SEE REFLECTED GEILING PLAN 2ND FLOOR BEDROOM 2 ENGNEERED WOOD PAINTED &ri[B 6" WOOD SKIM FINISH ON CONCRETE q'-4" 2ND FLOOR BEDROOM 3 ENGINEERED YVOOD PAINTED 611^8 6" WOOD SKIM FN15H ON CONCRETE 1'-4" 2ND FLOOR HALL ENGINEERED YW^OD PAINTED GWB 6" YVOOD PAINTED 61AVB VARIES SEE REFLECTED CEILING PLAN 2ND FLOOR GL05ET ENGINEERED WOOD PAINTED 07 roll WOOD PAINTED CWB VARIES SEE REFLECTED CEILING PLAN 2ND FLOOR MASTER BATH MARBLE MARBLE/PAINTED 6WB MARBLE PAINTED 61AB VARIES SEE REFLECTED CEILING PLAN 2ND FLOOR BATH 2 MARBLE MARBLE/PAINTED 6Jr8 MARBLE PAINTED 6J'l VARIES ISEE REFLECTED CEILING PLAN 2ND FLOOR.. POWDER ROOM MARBLE MARBLE/PAINTED 6WB MARBLE PAINTED &AB VARIES 15EE REFLECTED CEILING PLAN BIRD FLOOR FOYER ENGINEERED HOOD PAINTED 6WB 6" WOOD PAINTED 6VVB VARIES 15FE REFLECTED CEILING PLAN 3RD FLOOR GREAT ROOM ENGINEERED YNOOD PAINTED 6WB 6" WOOD SKIM FINISH ON CONCRETE q'-4" 3RD FLOOR DINNG ROOM ENGINEERED WOOD PAINTED 6NI8 6" WOOD SKIM FINISH ON CONCRETE q'-4" 3RD FLOOR KITCHEN ENGINEERED WOOD PAINTED 6Y`15 6" WOOD PAINTED 6WB VARIE5 SEE REFLECTED GEILING PLAN 3RD FLOOR MASTER BEDROOM ENGNEERED WOOD PAINTED (5r B 6" WOOD PAINTED 6YlB VARIES SEE REFLECTED CEILING PLAN 3RD FLOOR BEDROOM 2 EN6NEERED YVOOD PAINTED GWB 61,. WOOD SKIM FIN15H ON CONCRETE. 1'-4" 3RD FLOOR BEDROOM 3 ENGINEERED WOOD PAINTED 6r15 6" WOOD SKIM FINISH ON GONGRETE q'-4" 3RD FLOOR HALL . ENGINEERED WOOD PAINTED C WB 6" WOOD PAINTED &VO VARIES SEE REFLECTED GEILING PLAN 3RD FLOOR CLOSET ENGINEERED WOOD PAINTED 6WB 6" WOOD PAINTED 6YVB VARIES SEE REFLECTED CEILING PLAN 3RD FLOOR MASTER BATH MARBLE MARBLE/PAINTED 6M MARBLE PAINTED 6Ya VARIES SEE REFLECTED GEILING PLAN 3RD FLOOR BATH 2 MARBLE MARBLE/PAINTED GWB MARBLE PAINTED GWB VARIES SEE REFLECTED CEILING PLAN SRO FLOOR POWDER ROOM MARBLE MARBLE/PAINTED 6W9 MARBLE PAINTED 6W8 VARIE5 SEE REFLECTED CEILING PLAN 4T4 FLOOR (PH) FOYER ENGINEEREDWOOD PAINTED 6WB 6" WOOD FAINTED GWB VARIE5. SEE REFLECTED CEILING PLAN 4TH FLOOR (PH). GREAT ROOM ENGINEERED HOOD PAINTED GWB 6" WOOD SKIM FINISH ON CONCRETE 101-0" 4TH FLOOR (PH) DINNO ROOM ENGINEERED WOOD PAINTED 6WB 6" WOOD SKIM FINISH ON CONCRETE 10'-0" 4TH FLOOR (PH) KITC64EN ENGNEERED WOOD PAINTED GYVE 6" WOOD PAINTED 6rB VARIE5 SEE REFLECTED CEILING PLAN 4TH FLOOR (PH) MASTER BEDROOM ENGINEERED WOOD PANTED 6WB 6" WOOD PAINTED GYe VARIES SEE REFLECTED CEILN6 PLAN 4TH FLOOR (PH) BEDROOM 2. ENGINEEREDYVOOD PAINTED 6Y,115 6" WOOD SKIM FIN15H ON CONCRETE 10'-0" 4TH FLOOR (PH) BEDROOM 3 ENGINEERED WOOD PAINTED 6YB 6" WOOD SKIM FINISH ON CONCRETE 10'-0" 4TH FLOOR (PH) HALL ENGINEERED WOOD PAINTED 6WB 6" WOOD PAINTED GYVE VARIES SEE REFLECTED CEILING PLAN 4TH FLOOR (PH) G1_05ET EN61NEEREP kNOOD PAINTED 6WB 6" WOOD PAINTED 6Y0 VARIES SEE REFLECTED CEILING PLAN 4TH FLOOR (PH) MASTER BATH MARBLE MARBLE/PAINTED 6WB MARBLE PAINTED 6YVB VARIES SEE REFLECTED CEILING PLAN 4TH FLOOR (PH) BATH 2 MARBLE MARBLE/PAINTED GWB MARBLE PANTED G1/10 VARIE5 SEE REFLECTED CEILING PLAN 4TH FLOOR (PH) POWDER ROOM MARBLE MARBLE/PAINTED GWB MARBLE PAINTED 6W6 VARIES SEE REFLECTED. CEILING PLAN ROOF ELEVATOR MACHINE ROOM TROWEL FIN15H CONCRETE PAINTED STUCCO NONE PAINTED CONCRETE 61-0" ALL STAIR 1 L16HT BROOM CONCRETE PAINTED STUCCO NONE PAINTED CONCRETE VARIE5 ALL STAIR 2 LIGHT BROOM CONCRETE PAINTED STUC O MARBLE PAINTED CONCRETE VARIES ' D25HR 2-24E SH 33HR 24E FIG HORIZONTAL DOUBLE HORIZONTAL FIXED GLA55 ROLLER 51NGLE HUNG ROLLER WINDOW TYPES E FLUSH PAGE STEEL SECTIONAL G STEEL LOUVER 2350 SH SIDELITE 51NGLE HUNG 0 H I WOOD WOOD PANEL PANEL POCKET --- I I I I 5 6 7 8 9 HOLLOW P.T. 2 X 8 BUCK TO RECEIVE HOLLOW WOOD WOOD POCKET STEEL DOOR TRACK BRACKETS STEEL FRAME F 7D 11: J WOOD PANEL 10 WOOD L NIWO U� QW 10 7 V to 10 0) . m pJ >IJ_ Ill � W Z Q Q ❑ WIr w O 00 ❑Z< J Q W J Ill LL rz `J ) lJ LU l° z < U+ If OC Ill REG. 6698 • Q w 0 U Wa O V �W w U w w w U REVIEWED FOR w CODE CC�MPLIANGLH ST. Lfli-:At COLN` Y BOCC Con © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. 0 0 o : N J WOOD PANEL 10 WOOD L NIWO U� QW 10 7 V to 10 0) . m pJ >IJ_ Ill � W Z Q Q ❑ WIr w O 00 ❑Z< J Q W J Ill LL rz `J ) lJ LU l° z < U+ If OC Ill REG. 6698 • Q w 0 U Wa O V �W w U w w w U REVIEWED FOR w CODE CC�MPLIANGLH ST. Lfli-:At COLN` Y BOCC Con © COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. 0 0 o : N CONCRETE BEAM OR ° PRECAST CONC. LINTEL ° d a 3/4" STUCCO FINISH o a Va"x b"SLEEVE EXPANSION BOLTS, MINIMUM 3 PER HEAD, EQUALLY SPACED AND ro MAXIMUM FROM EACH JAMB CAULK CONTINUOUSLY A 5" PERIMETER a/a"4 TUBE SET IN FRAME TO PROTECT ANCHOR DOOR HEAD DETAI A6.11 JAMB AT POURED CONCRETE COLUMN SIMILAR I/2"6YP5UM WALLBOARD ON IY" 1/2"GYPSUM WALLBOARD CORNER BEAD CONCRETE BEAM OR 1 "GYPSUM WALLBOARD ON IY2" Z-FURRING CHANNELS AT 24" O.G. ON IY" Z-FURRING CHANNELS PRECAST CONC. LINTEL RR NG CHANNELS AT 24 O.G. WITH R-8 RIGID INSULATION IN AT 24" O.G. WITH R-6 RIGID CONTINUOUS 'J" BEAD , d a FURRING SPACE ° WITH R-8 RIGID INSULATION IN INSULATION IN FURRING CAULK CONTINUOUSLY AT FURRING SPACE SPACE PERIMETER 3/4" STUCCO FINISH a 18 GAUGE STEEL FRAME, FILL 5/8"a TUBE SET IN FRAME TO ° ° P.T. IBY FILLER d MAXIMUMY4" WITH MORTAR ° ° ° PROTECT ANCHOR Ya' ELCO ULTRACON SCREWS d SHIM. BAGKBED WITH CAULKING ° MINIMUM I%" EMBEDMENT. ° 18 GAUGE STEEL FRAME, FILL INSTALL IN ACCORDANCE WITH ' °p WITH MORTAR AS MASONRY N.OA. WALL IS ERECTED CORNER BEAD CAULK CONTINUOUSLY AT CORNER BEAD PERIMETER CAULK CONTINUOUSLY AT CONTINUOUS 'J"BEAD 3/4" STUCCO FINISH PERIMETER CONTINUOUS "J" BEAD CAULK CONTINUOUSLY AT Va" x 6" SLEEVE EXPAN51ON ALUMINUM DOOR AND FRAME BCAULK CONTINUOUSLY AT "5 REBAR AR IN GROUT FILLED BOLTS, MINIMUM 3 PER HEAD, CONCRETE BLOCK CELL Al EQUALLY SPACED AND 6" PERIMETER ALL DOOR JAMBS MAXIMUM FROM EACH JAMB SCALE: 0/2"=1'-0" 2 DOOR JAMB DETAIL SCALE: Iy°=1'-0It _3 DOOR HEAD DETAIL SCALE: Iy°=I'-0If A6•I I A6•j I JAMB AT POURED CONCRETE COLUMN SIMILAR CORNER BEAD I/2"GYPSUM WALLBOARD ALUMINUM d GLASS DOOR ON IY"Z-FURRING CHANNELS CONTINUOUS "J"BEAD MI IMUMLCO ULTRACON"EMB SCREWS AT 24" O.C. WITH R-8 RIGID 1�s CAULK MINIMUM IN EMBEDMENT. ° CONCRETE SLAB INSULATION IN FURRING PERIMETER At INSTALL IN ACCORDANCE ' ' ° SPACE P.T. ]BY FILLER t MAXIMUM Ya' CAULK CONTINUOUSLY AT WITH N.O.A. SHIM. BACKBED WITH CAULKING ALUMINUM THRESHOLD WITH LU PERIMETER ° ° mr• ° ° d ` ^ a ° WEATHERSTOF S yE SKIM PLASTER FINISH ON UNDER51DE OF CONCRETE SLAB ALUMINUM DOOR AND FRAME CAULK THRESHOLD PERIMETER CAULK CONTINUOUSLY AT KEEPING WEEP HOLES OPEN PERIMETER 3/4" STUCCO FINISH < MAXIMUM Ya" GROUT FILL CAULK CONTINUOUSLY AT Ya" ELCO ULTRACON SCREWS ° ALUMINUM DOOR AND FRAME ME FINISH PERIMETER CONCRETE SLAB CAULK CONTINUOUSLY AT Ya' ELCO ULTRACON SORE W5 MINIMUM IN ACCORDANCE PERIMETER "5 REBAR IN GROUT FILLED MINIMUM 13/a" EMBEDMENT. INSTALL IN ACCORDANCE WITH N.O.A. MAXIMUMYa"SHIM LSTAGER FASTENERS d INSTALL AL DOOR JAMCONCRETE ES CELL AT IN ACCORDANCE WITH N.O.A. THRESHOLD DETAIL SCALE: Iy"=1'-c" 6 DOOR HEAD DETAIL SCALE: 0/2't=11-0-' DOOR JAMB DETAIL SCALE: IyPiz 1,-m A�o.i 1 A6.11 A6.1 d d. ° ° 3/4" STUCCO FIN15H ° a.(a" X 13/a" HEX -HEAD LAG ° Y4" ELCO ULTRACON SCREWS SCREWS (2 PER BRACKET) ° MINIMUM 13/4" EMBEDMENT. INSTALL IN ACCORDANCE WITH a ° STAGER FASTENERS d INSTALL N.O.A. CONCRETE BEAM OR ° ° ° IN ACCORDANCE WITH N.O.A. STEEL SECTIONAL DOOR d PRECAST CONC. LINTEL_P.T. 2 X 8 JAMB TRACK P.T. 2 X 8 JAMB ° d , 3/4"STUCC0 FINISH 3/4" STUCCO FINISH ° Y4' ELCO ULTRACON SCREWS ° n a a — P.T.I X 3 TRIM. BACKBED WITH MINIMUM 13/4" EMBEDMENT. CAULKING INSTALL IN ACCORDANCE WITH a ADJUSTABLE N.O.A. °° a RUBBER SEAL CONTINUOUS "J"BEAD d CAULKING P.T. I X 3 WOOD TRIM 3/4" STUCCO FINISH CONTINUOUS "J"BEAD d CAULKING d 3/4 STUCCO FINISH 3/4" STUCCO FINISH 05 REBAR IN GROUT FILLED STEEL SECTIONAL DOOR CONCRETE BLOCK CELL AT i ALL DOOR JAMBS g DOOR HEAD DETAIL 5c,4LE: 1y"=1'-m" im DOOR JAMB DETAIL SCALE: Iy"=i'-0" >46.11 A6.11 P.T. 2X BLOCKING CONCRETE BEAM OR I/2"GYPSUM WALLBOARD ON 1Y" 1/2"GYPSUM WALLBOARD CORNER BEAD PRECAST CONC. LINTEL ° Z-FURRING CHANNELS AT 24" O.C. ON 1J5" Z-FURRING CHANNELS ° d WITH R-8 RIGID INSULATION IN AT 24" O.C. WITH R-8 RIGID CONTINUOUS "J" BEAD FURRING SPACE INSULATION IN FURRING 3/4"STUCCO FINISH ° SPACE CAULK CONTINUOUSLY AT ° a PERIMETER PT IX WOOD BUCK SET IN 4 BACKBED OF CAULKING P.T. IBY FILLER t MAXIMUMY4" Ya" ELCO ULTRACON SCREWS, a SHIM. BAGKBED WITH CAULKING MINIMUM 1%" EMBEDMENT. INSTALL IN ACCORDANCE WITH N.O.A. ALUMINUM WINDOW FRAME CAULK CONTINUOUSLY CORNER BEAD W/ LAMINATED GLASS CAULK CONTINUOUSLY AT AT PERIMETER CONTINUOUS J"BEAD 3/4" STUCCO FINISH PERIMETER MAXY4" SHIM SPACE CAULK CONTINUOUSLY AT Y4" ELCO ULTRACON SCREWS ALUMINUM WINDOW FRAME PERIMETER 5 REBAR IN GROUT FILLED MINIMUM 13/a" EMBEDMENT. CONCRETE BLOCK CELL Al W/ LAMINATED GLASS ALL DOOR JAMBS N.O.A. IN ACCORDANCE WITH Y2"GYP. WALLBOARD BOTH 51DES OF 3%" STEEL 5TUDS DOUBLE STUD5 AT HEAD AND JAMB (TYPICAL) I X 4 SUB FRAME %- X I%' WOOD CASING (TYP) WOOD SHIM5 WOOD FRAME HOLLOW CORE WOOD DOOR (TYP) ,I DOOR HEAD DETAIL SCALE:ly°=11-m., A(p,j j JAMB SIMILAR ALUMINUM WINDOW FRAME W/ LAMINATED GLASS CAULK CONTINUOUSLY AT PERIMETER MARBLE SILL SET IN MORTAR BED 3/4" STUCCO FINISH LA P.T. IBY FILLER d MAXIMUMY4" ° P.T. 2X BLOCKING SHIM. BACKBED WITH CAULKING Ya"ELCO ULTRACON 5CREW5 MINIMUM 13/a' EMBEDMENT. INSTALL IN ACCORDANCE °d 1/2"GYPSUM WALLBOARD ON IY" WITH N.O.A. Z-FURRING CHANNELS AT 24" O.C. WITH R-8 RIGID INSULATION IN ° POURED CONCRETE OR ° FURRING SPACE e PRECAST CONCRETE SILL 13 WINDOW HEAD DETAIL SCALE: Iy"=1,_0" 1 WINDOW JAMB DETAILSCALE: ly'=11-0° 15 WINDOW SILL DETAI JAMB AT POURED CONCRETE COLUMN 51MILAR p ( I 1 A6.1 ° d d ° - ° 44 -° ° ° ° a d d ° ° " SEE FINISH SCHEDULE SEE FINISH SCHEDULE FOR SEE `FINISH SCHEDULE FOR FOR CEILING HEIGHT SEE FINISH SCHEDULE SEE FINISH SCHEDULE FOR CEILING HEIGHT AND FINISH CEILING HEIGHT AND FINISH FOR CEILING HEIGHT AND FINISH AND FINISH CEILING HEIGHT AND FINISH METAL STUD RUNNER I/2"GYPSUM WALLBOARD 1/2"GYPSUM WALLBOARD I/2"GYPSUM WALLBOARD ON IY2"GALV, Z-FURRING ON U4"GALV. Z-FURRING ON WGALV. Z-FURRING I LAYERS OrY"GYPSUM CHANNELS AT 24" O.C. CHANNELS AT 24" O.C. CHANNELS AT 24" O.C. WALLBOARD ON EACH SIDE OF 3%" 25 GAUGE METAL STUDS 24" O.C. a FUR INSULATION IN R-8 INSULATION IN R-8 INSULATION IN /e STUCCO FINISH FURRING SPACE FURRING SPACE FURRING SPACE 8"CONCRETE BLOCK 8"CONCRETE BLOCK METAL 5TUD RUNNER APPLIED BASE APPLIED BASE APPLIED BASE CONCRETE FLOOR APPLIED BASE CONCRETE FLOOR APPLIED BASE CONCRETE FLOOR STRUCTURE STRUCTURE STRUCTURE 4 n d G d ^ d R I O R WALL SCALE: I" = I'-0" SCALE: I" = 1'-0" TYPICAL PARTITION WALL SCALE: I" = I'-m" SCALE: 1,V2"=1'-0" 1/2"GYPSUM WALLBOARD ON lY" Z-FURRING CHANNELS CORNER BEAD r „ AT 24" O.C. WITH R-8 RIGID __ CONTINUOUS "J"BEAD INSULATION IN FURRING CAULK CONTINUOUSLY AT °"* g Ya SPACE PERIMETER -- P.T. IBY FILLER d MAXIMUM Y4" SHIM. BACKBED WITH CAULKING - 09 W _ N i0 U ALUMINUM DOOR AND FRAME F CAULK CONTINUOUSLY AT jo 3 V 3/4" STUCCO FINISH PERIMETER N W "5 REBAR IN GROUT FILLED Y4"ELCO ULTRACON SCREWS MINIMUM 13/a" EMBEDMENT. CONCRETE BLOCK CELL AT ALL DOOR JAMBS STAGER FASTENERS d INSTALL co IN ACCORDANCE WITH N.O.A. DOOR JAMB DETAIL SCALE: Iy"=1'-0" [r oLL 46.1I LIJ d W \� ao < W 121 p O ALUMINUM d GLASS DOOR r� Z Q L LoJ LI J LL CAULK CONTINUOUSLY AT e� ALUMINUM THRESHOLD WITH N U PERIMETER L� WEATHERSTOPS �(1 CAULK THRESHOLD PERIMETER KEEPING WEEP HOLES OPEN ° Ya"ELCO ULTRACON 5CREW MAXIMUMY4"GROUT FILL ° I I 1 MINIMUM EMBEDMENT. IN INSTALL IN ACCORDANCE CONCRETE SLAB W WITH N.O.A. a THRESHOLD DETAIL SCALE: Iy"=1'-0" r_� CC cc LLREG. 8698 Q U • O i-i 12 DO AC .1I V'GYP. WALLBOARD BOTH SIDES OF 3%" STEEL STUDS DOUBLE STUDS AT HEAD AND JAMB (TYPICAL) I X 4 SUB FRAME O WOOD BLOCKING U %"X 1%" WOOD CASING (TYP) POCKET DOOR TRACK U WOOD FRAME a HOLLOW (TCTYY ORE WOOD DOOR P) OR HEAD DETAIL SCALE: ly'f=I I —oil Q 0ll 1� CCU P"®1 I� O L I� U 9U P®1 <C z F-. REVIEWED FOR CODE CO wLIANCE ST. LUVE COUNTY U B ULP SCALE AS NOTED C COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. 1 r' ON -GRADE AT DATUM ELEVATION-+O-O^. (+12.0 NAVD). Z. ALL HILLS SHALL'HL 14" UTAMLILK AUGEKCASI 4UNCKEIL WIIH IHL FOLLOWING MINIMUM' SAFE 2. TOP OF SLAB -ON -GRADE IS AT FINISHED FLOOR DATUM ELEVATION +0'-0", UNLESS NOTED. ALLOWABLE LOAD CAPACITY: 3. CENTERLINES OF COLUMNS, WALLS AND FOOTINGS ARE COINCIDENT UNLESS NOTED. COMPRESSION: 50 TONS ' 4. MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH (FC): LATERAL LOAD: 3 TONS ' THICKENED SLAB, THICKENED: SLAB EDGE &SLAB -ON -GRADE: 3000 PSI UPLIFT: 20 TONS GRADE BEAMS, PILE CAPS &PILES 3000 PSI 3. TOP OF PILECAPS AND GRADEBEAMS ARE FLUSH AT ELEVATION -4-9" +5'-0" NAVD TYPICAL. ( ). COLUMNS &`SHEARWALLS 5000 PSI 4: PILE 'CUT-OFF"IS AT ELEVATIONS NOTED ON PLAN AND TYPICAL DETAILS. PROVIDE 4" PILE EMBEDMENT ; 5. REINFORCING STEEL: GRADE 60 KSIL SUBMIT SHOP DRAWINGS FOR ALL REINFORCEMENT FOR REVIEW INTO PILECAP. BY THE ENGINEER. FOR CONTINUOUS FOOTING REINFORCEMENT PROVIDE MINIMUM LAP SPLICE OF 5. BEARING TIP OF PILES TO BE AUGERED TO APPROXIMATELY 40' BELOW BOTTOM OF PILE CAP. THE r 36 x BAR DIAMETER AND 24 x 24 CORNER BARS. GEOTECHNICAL ENGINEER SHALL VERIFY THE ADEQUACY OF THE PILE PENETRATION DEPTH ON SITE Q 6.,' MINIMUM CONCRETE COVER TO REINFORCING STEEL: '> - DURING REVIEW OF PILE INSTALLATION. CAST AGAINST EARTH: 3' 6 , 'A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHALL BE PRESENT ON SITE DURING ALL PILE FORMED SURFACES: INSTALLATION AND SHALL SUBMIT" A SUMMARY REPORT CONFIRMING THE ADEQUACY OF THE FOUNDATION SCHEDULE (NARK SIZE REIN . F REMARKSEMREMARKSDEPTH �TE1 " 24 x CONTIN. 16 3 #5 B. CONTINUOUS; #5x18 O/C _@ 32TRANSVERSE TSt O -' 16° x CONTIN. 6' 1 2#5 B. CONTINUOUS GB 1 16° x CONTIN. 24° 3#6 B 3#6 T 1#5 HEF #3 STIRRUPS @ 12" O/C , LIVIJIIVLLI\IIVIJ %_ IlV-Jul _A0 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 i 0 FOUNDATION PLAN NOTES: 1. ALL ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE REFERENCED TO TOP OF GROUND FLOOR SLAB - ON -GRADE AT DATUM ELEVATION +W-0". (+12.0` NAVD). 2. TOP OF SLAB -ON -GRADE IS AT FINISHED FLOOR DATUM ELEVATION +0'-0', UNLESS NOTED, 3. CENTERLINES OF COLUMNS, WALLS AND FOOTINGS ARE COINCIDENT UNLESS NOTED. 4. MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH (FC): THICKENED SLAB, THICKENED SLAB EDGE & SLAB -ON -GRADE 3000 PSI GRADE BEAMS, PILE CAPS & PILES: 3000 PSI COLUMNS & SHEARWALLS: 5000 PSI 5. REINFORCING STEEL: GRADE 60 KSL SUBMIT SHOP DRAWINGS FOR ALL REINFORCEMENT FOR REVIEW BY THE ENGINEER. FOR CONTINUOUS FOOTING REINFORCEMENT PROVIDE MINIMUM LAP SPLICE OF 36 x BAR DIAMETER AND PROVIDE 24"x 24"CORNER BARS. 6. MINIMUM CONCRETE COVER TO REINFORCING STEEL: CAST AGAINST EARTH: 3` FORMED SURFACES: EXPOSED TO EARTH OR WEATHER: 1-1/2' WALLS AND FRAMED SLABS:1' BEAMS AND COLUMNS: 1-1/2 TO STIRRUPS AND TIES. 7. PROVIDE 48 HOURS' MINIMUM NOTICE TO THE ENGINEER PRIOR TO ANY POUR OF STRUCTURAL CONCRETE. 8. SLAB -ON -GRADE TO BE 4' THICK. PROVIDE 'FIBERMESH' POLYPROPYLENE FIBER MESH REINFORCEMENT ADDED TO THE MIX AT THE RATE OF 1-1/2 POUNDS PER CUBIC YARD, MINIMUM, BUT NOT LESS THAN RECOMMENDED BY THE MANUFACTURER. PROVIDE SAWCUT CONTROL JOINTS AS SHOWN ON THE DRAWINGS WITHIN 12 HOURS OF POUR. 9. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER SLAB -ON -GRADE WITH 6' TAPED LAPS. 10. FOUNDATIONS SHALL BE FOUNDED ON SOIL CAPABLE OF SUSTAINING 2000 POUNDS PER SQUARE FOOT. SOIL OF THIS VALUE IS ASSUMED TO BE FOUND AT THE ELEVATIONS SHOWN. 11. REFER TO GEOTECHNICAL INVESTIGATION REPORT NO. 508028, DATED SEPTEMBER 2, 2005, PREPARED BY KSM ENGINEERING AND TESTING, INC. 12. PREPARE SUBGRADE SOIL IN ACCORDANCE WITH PROCEDURE INCLUDED IN THE GEOTECHNICAL INVESTIGATION REPORT NOTED ABOVE. 13. SOIL AT THE UNDERSIDE OF FOOTINGS SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL CONSULTANT PRIOR TO THE POURING OF FOOTINGS. 14. REFER ALSO TO GENERAL NOTES AND TYPICAL DETAILS ON DRAWINGS S4.1 & S4.2. PILE FOUNDATION NOTES: 1. REFER TO GEOTECHNICAL INVESTIGATION REPORT NO. ?????. 2. ALL PILES SHALL BE 14" DIAMETER AUGERCAST CONCRETE WITH THE FOLLOWING MINIMUM SAFE ALLOWABLE LOAD CAPACITY: COMPRESSION: 50 TONS LATERAL LOAD: 3 TONS UPLIFT: 20 TONS 3. TOP OF PILECAPS AND GRADEBEAMS ARE FLUSH AT ELEVATION -4'-9" (+5'-0 NAVD), TYPICAL. 4. PILE "CUT-OFF"IS AT ELEVATIONS NOTED ON PLAN AND TYPICAL DETAILS. PROVIDE 4" PILE EMBEDMENT INTO PILECAP. 5. BEARING TIP OF PILES TO BE AUGERED TO APPROXIMATELY 40'BELOW BOTTOM OF PILE CAP. THE GEOTECHNICAL ENGINEER SHALL VERIFY THE ADEQUACY OF THE PILE PENETRATION DEPTH ON SITE DURING REVIEW OF PILE INSTALLATION, 6. A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHALL BE PRESENT ON SITE DURING ALL PILE INSTALLATION AND SHALL SUBMIT A SUMMARY REPORT CONFIRMING THE ADEQUACY OF THE INSTALLED PILES PRIOR TO POURING OF CAPS AND GRADEBEAMS. 7. THE CONTRACTOR SHALL RETAIN A PROFESSIONAL SURVEYOR TO PREPARE AN AS -BUILT LOCATION SURVEY OF ALL PILES AFTER INSTALLATION. THE SURVEY SHALL NOTE DEVIATIONS OF AS - CONSTRUCTED PILE LOCATIONS, FROM DESIGN LOCATIONS. SUBMIT SURVEY AND OBTAIN ENGINEER'S APPROVAL PRIOR TO ANY POUR OF CAPS OR GRADEBEAMS 8. COORDINATE ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. REPORT ANY DISCREPANCIES IN WRITING TO ENGINEER AND ARCHITECT PRIOR TO INSTALLATION OF PILE, FOUNDATION EXCAVATION AND FABRICATION OF REINFORCEMENT. 9. NO PILE CAPS OR GRADE BEAMS SHALL BE POURED AT PILES WHERE DOCUMENTATION HAS NOT BEEN SUBMITTED AND APPROVED BY THE ENGINEER OF RECORD. 10. REFER ALSO TO TYPICAL PILING DETAILS AND SPECIFICATION ON DRAWINGS S4.1 & S4.2. TYPICALLY 8' CMU WALL W/ #8 VE OFFSET @ 48' O/C GROUTED SOLID FOUNDATION SCHEDULE MARK SIZE DEPTH REINF. REMARKS TE1 24' x CONTIN. 16' 3#5 B. CONTINUOUS #5z18' @ 32'IO/C TRANSVERSE TS1 16' x CONTIN. 16' 2#5 B. CONTINUOUS GB1 16' x CONTIN. 24` F1 S3.' 1Q G L 1J. L G L L C0 l L GO l L CR l 11 rr TE1 TE1 \ TE1 -- - -1 - TE1 �t - r J II J+ TE1 I _/ �L TEtI TEt ~ I I ~ L_ Ir- S1.J._S1 C.J -----J - - - - -- -F----i---- +-------I-----L------4------i -C.J-- �I 53.1 TYPI�ALLY DENOTES 8' CMU i TS1 I TS1 BREAKAWAY WALLS TS1 TS1 �- TSI J --- -- _ --- =' - I� --- - - CALS � C.LID W/ J. � C.J. ' I i-----� - �e� � i---+----Q --1=----r----- -_ -- ICJ 1 � #51 VERTICALS MAX. Q r:"'1 1 ".1-I , 1 t- C.J. I I � I � I^ - � I ' c ( I L I 4 I I rl, Lam, 1 _ _ C.J. C. C.J. _ I --- ---I -- �- -- -------t-- �- I 1-�- 41 ,I (-J - I L� J TS1i I �L,I I TS1 I LL T L J I -� I- �1�Q LLB J TS1 i LL \ JI I 1- -i - - -I I L� I L TS1 L_ I I. I I... L_J I 1 L _J tiO 1 1 4. -- -I I I- -- I--I---"L ----1--`-J-----I__-- 1------1------L-----1------1----�. Q ti 53.11 --- -- -----iTO.S.-@ (12.0' NAVD) 1 I I 1 1.6P CAPa 1 I 1 I 1 F2 I I I 1 I 1 i 1 16'-0 xt 6'-0 x2 .-6 DEEP . CAP W/ , I , - 4 I (SLOPE PEf ARCH'L) #6 @ 8" ,ryry/C T&B EACH WAY. I i - -OI I 3 @ 4'-0° -0' T.O. CAP 12 -4'-0' (VERIFY) I THIS WALL FILLED SOLID W/ Ft - = -1- - - - - -1- - - - - I r- - - - -1- - #5 VERTICALS @ 16 0/C MAX: -- ------------------- -- - 1 1 11----- T------.I I 'f----� - -- ,----1----- 1 , 1------I-- 53.1 TYPICALLY DENOTES F1 I -14%'x14Fz°. $AWCUT JOINTS 1 L, MADE WITHIN 12HRS OF) POUR S3.1 TS1 TS1 x"1 1 Ib1 I 1 I i i 1 F3 S3. ----------1-- -r- - - - -- +- - -1-- r- =-- 1-----i ---t-- - -----r---r----a- --� 15P CAP= TS 1.� -L ,.�-20'-O'x12'-0'x2'-6' DEEP CAP W I--- o #6 @ 8" 0/C T&B EACH WAY 1 SW3 _ I I L'� '1 I 1 I I I I-,_ -L _oR 1 ' 1 11 W3 -I , TS1t---t--- I � II C. L: I ,. O4 •1 ` I�1P o F3 -- --- -- rT5 t-------,- - ---- rn (-LL. J � I TS IN3 TE1 i- I o : f L_ _J I 1 _ -1 L_TE1 TE1 1 E1- -+ - - _ i _ TE1 TE1 J. C.J. C.. ,77, o SW4 - - - - L- - _ SW4 J 1-------- -I #5 VERTICALS IN FILLED CELLS @ 48' O/C MAX. TYPICAL U.N.O. 2'-0' 4 @ 4'-0' 2'-0' ! WIND LOAD DESIGN CRITERIA. NOTES MIND LOADS PER ASCE 7-16 & 2017 FLORIDA BUILDING CODE. SEE PILE DETAIL SHEET 9.S3.1 V=164 MPH- 3 SECOND GUST, ULTIMATE Q EXPOSURE 'D' THE STRUCTURE DESIGN SHOWN ON THESE DRAWINGS I CATEGORY II BUILDING, 1=1.00 COMPLIES WITH THE STRUCTURAL REQUIREMENT OF \, FULLY ENCLOSED STRUCTURE/GCpi= f0.18 SECTION 3109 OF ]HE 2017 r7 nR1ne A41LI WING rnDF ALL OPENINGS PROTECTED _ STRUC RES SEAWARD 0V;TAI CONSTRUCTION COMPONENTS AND CLADDING DESIGN PRESSURES: -CONTROL LINE. (ALLOWABLE STRESS DESIGN) PSF ZONE 1 +20.6 -50,6 ALL CONCRETE MASONRY UNIT WALLS FROM FOUNDATION ZONE 2 +46.3 -85.0 TO UNDERSIDE OF 2ND FLOOR FRAMING ARE INTENDED ZONE 3 +46.3 -85.0 AS BREAKAWAY. ALL POURED CONCRETE COLUMNS AND ZONE 4 +46.3 -50.2 WALLS ARE DESIGNED AS FLOOD RESISTANT TO HYDROSTATIC ZONE 5 +46.3 -61.8 AND HYDRODYNAMIC LOADS. I it YF�NDATION PLAN I� 1/g.=1, D„ (III .,� I �I' STIRLING &WILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright ® 2018 Stirling & Wilbur Engineering Group F66482 PROJECT NFlME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 al�lviaer��-• • - N '^y� yy A : �` :.p °s!ONAI;, to�� BRI.AN STIRLING, PF. 34927 REVISIONS �*-�11�i�i1 uti 1frilm, TIFW► illR",i IaI"] �' UIIJ5ii11r DRAWN BY RTR /CFIECKED BY BHS DATE 12-10.18 PLOT SCALE Ye'=1'-0° THIS DRAWING IS NOT TO BE SCALED. SHEET FOUNDATION PLAN SHEET NUMBER 9.1.1 FOUNDATION PLAN NOTES: 1. ALL ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE REFERENCED TO TOP OF GROUND FLOOR SLAB - ON -GRADE AT DATUM ELEVATION +O'-0". (+12.0' NAVD). 2. TOP OF SLAB -ON -GRADE IS AT FINISHED FLOOR DATUM ELEVATION +0'-01, UNLESS NOTED. 3. CENTERLINES OF COLUMNS, WALLS AND FOOTINGS ARE COINCIDENT UNLESS NOTED, 4. MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH (FC): THICKENED SLAB, THICKENED SLAB EDGE &SLAB -ON -GRADE: 3000 PSI GRADE BEAMS, PILE CAPS & PILES: 3000 PSI COLUMNS & SHEARWALLS: 5000 PSI 5. REINFORCING STEEL: GRADE 60 KSI. SUBMIT SHOP DRAWINGS FOR ALL REINFORCEMENT FOR REVIEW BY THE ENGINEER. FOR CONTINUOUS FOOTING REINFORCEMENT PROVIDE MINIMUM LAP SPLICE OF 36 x BAR DIAMETER AND PROVIDE 24"x 24" CORNER BARS. 6. MINIMUM CONCRETE COVER TO REINFORCING STEEL: CAST AGAINST EARTH: 3' FORMED SURFACES: EXPOSED TO EARTH OR WEATHER: 1-1/2' WALLS AND FRAMED SLABS: 1' BEAMS AND COLUMNS: 1-1/2' TO STIRRUPS AND TIES. 7. PROVIDE 48 HOURS MINIMUM NOTICE TO THE ENGINEER PRIOR TO ANY POUR OF STRUCTURAL CONCRETE. 8. SLAB -ON -GRADE TO BE 4' THICK. PROVIDE 'FIBERMESH' POLYPROPYLENE FIBER MESH REINFORCEMENT ADDED TO THE MIX AT THE RATE OF 1-1/2 POUNDS PER CUBIC YARD; MINIMUM, BUT NOT LESS THAN RECOMMENDED BY THE MANUFACTURER. PROVIDE SAWCUT CONTROL JOINTS AS SHOWN ON THE DRAWINGS WITHIN 12 HOURS OF POUR. 9. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER SLAB -ON -GRADE WITH 6' TAPED LAPS. 10. FOUNDATIONS SHALL BE FOUNDED ON SOIL CAPABLE OF SUSTAINING 2000 POUNDS PER SQUARE FOOT. SOIL OF THIS VALUE IS ASSUMED TO BE FOUND AT THE ELEVATIONS SHOWN. 11. REFER TO GEOTECHNICAL INVESTIGATION REPORT NO. 508028, DATED SEPTEMBER 2, 2005, PREPARED BY KSM ENGINEERING AND TESTING, INC. 12. PREPARE SUBGRADE SOIL IN ACCORDANCE WITH PROCEDURE INCLUDED IN THE GEOTECHNICAL INVESTIGATION REPORT NOTED ABOVE. 13. SOIL AT THE UNDERSIDE OF FOOTINGS SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL CONSULTANT PRIORTO THE POURING OF FOOTINGS. 14. REFER ALSO TO GENERAL NOTES AND TYPICAL DETAILS ON DRAWINGS S4.1 & S4.2. \s.d\D18 PILE FOUNDATION NOTES: 1. REFER TO GEOTECHNICAL INVESTIGATION REPORT NO. ?????. 2. ALL PILES SHALL BE 14"DIAMETER AUGERCAST CONCRETE' WITH THE FOLLOWING MINIMUM SAFE ALLOWABLE LOAD CAPACITY: COMPRESSION: 50 TONS LATERAL LOAD`. 3 TONS UPLIFT: 20 TONS 3. TOP OF PILECAPS AND GRADEBEAMS ARE FLUSH AT ELEVATION -4'-9" (+5'-O" NAVD), TYPICAL. 4. PILE 'CUT-OFF"IS AT ELEVATIONS NOTED ON PLAN AND TYPICAL DETAILS. PROVIDE 4" PILE EMBEDMENT INTO PILECAP. 5. BEARING TIP OF PILES TO BE AUGERED TO APPROXIMATELY 40'BELOW BOTTOM OF PILE CAP. THE GEOTECHNICAL ENGINEER SHALL VERIFY THE ADEQUACY OF THE PILE PENETRATION DEPTH ON SITE DURING REVIEW OF PILE INSTALLATION: 6. A REPRESENTATIVE OF THE GEOTECHNICAL ENGINEER SHALL BE PRESENT ON SITE DURING ALL PILE INSTALLATION AND SHALL SUBMIT A SUMMARY REPORT CONFIRMING THE ADEQUACY OF THE INSTALLED PILES PRIOR TO POURING OF CAPS AND GRADE BEAMS. 7. THE CONTRACTOR SHALL RETAIN A PROFESSIONAL SURVEYOR TO PREPARE AN AS -BUILT LOCATION SURVEY OF ALL PILES AFTER INSTALLATION. THE SURVEY SHALL NOTE DEVIATIONS OF AS - CONSTRUCTED PILE LOCATIONS, FROM DESIGN LOCATIONS. SUBMIT SURVEY AND OBTAIN ENGINEER'S APPROVAL PRIOR TO ANY POUR OF CAPS OR GRADEBEAMS. 8. COORDINATE ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. REPORT' ANY DISCREPANCIES 1N WRITING TO ENGINEER AND ARCHITECT PRIOR TO INSTALLATION OF PILE, FOUNDATION EXCAVATION AND FABRICATION OF REINFORCEMENT. 9. NO PILE CAPS OR GRADE BEAMS SHALL BE POURED AT PILES WHERE DOCUMENTATION HAS NOT BEEN SUBMITTED AND APPROVED BY THE ENGINEER OF RECORD. 10. REFER ALSO TO TYPICAL PILING DETAILS AND SPECIFICATION ON DRAWINGS S4.1 & S4.2. F1 FOUNDATION SCHEDULE MARK SIZE DEPTH REINF. REMARKS TE1 24' x CONTIN. 16' 3#5 B. CONTINUOUS #5xl8' @.32' O/C TRANSVERSE TS1 16' x CONTIN. 16' 2#5B. CONTINUOUS _ GB1 16' x CONTIN 24' AQ •yQ �e yQyQ 1 r - +-- \ �+- -� - - I - �- �r� - I- -+- r- /- -- - �- /J. LJ'jill TEt \�� I TE1 TE1 I ��-J �4J TEt 1 � TE11 �, r II I uI _J. C_J.----L---------- -- -F---L----1------------`--�------1--- --1-- -C,J -- -- TSI TSt I �2 S3!1 TS1 I I TYPIFALLY DENOTES 8' CMU - TS1 _ I_ BREAKAWAY WALLS I m _I TS1 1 TS1 _1 It TYPICALLY 8° CMU WALL W/ #8 VERTICALS.J. C.J. r - -, �Q Q - - ' -_-+ _ - i - - - - i - N OFFSET @ 48 O/C GROUTED SOLID v -� -� v _ n Ja THIS WALL FILLED SOLID W �_ I'I I~ r 1 V� -I L~I� J I^ LL pl I r- -,Q I I #5 VERTICALS @ 16' O/C MAX. LGI. G, �- _ C.J. C: C.J. I I L�- 1---- a---- J - I ------I T4� ICI G--------+ -- ' -- ---+-- - - - - -+ -1 *II - '1 I1� -I{ I' T51i _ I `L 1.1 TS1 i. i T �'1 I �'1 1 I i Cam` �. .I I L_ J I I11 'III I 1 L_ -1 1.7771-77 �� I TS1 I G� 1� I I,, T { L� 1 -. L- J I I I I �,'l l ' ` I TSt k_j L J L _�_Jw w01D i'_ T _ - -_ 'I�_�,T-_ I_ -_I �_ _L ___1____J __I_____ 1______I______L____ F I I I 16P CAPS I S3.11 I 0'-0' (12.0' NAVD) I 16'-O'xl6r-O'x2'-6' #P CAP W/ P (SLOPE PEI ARCH'L) t #6 @ 8' b/C T&B EACH WAY. THIS WALL FILLED SOLID W/ k' 3 @ #I '-O" I 0' cue i .iI T.O. CAP @ -4'-0' (VERI.IFY) iI #5 VERTICALS 16' O/C MAX. F1r____--___T_-- I- ---------____-_ - - --- _________T_____ TYPICALLY CALLN DENOTES Ft r - - -- IA'x1Ys" SAWCUT JOINTS I MADE WITHIN 12HRS OP POUR I f S3.1 ZA I I I T51 ---I_-- -l. I r -- --I t------ -r---- 1------4I I I �Qo 15P CAP= ITS 20'-O'x12'-O'x2'-6' DEEP CAP W #6 @ 8' O/C T&B EACH WAY m, N W-SW3 r F3 TS1 --- 53.1 _ _ _ 1I --rlj� -t---I- ----- \ �LJ I T$1.. 1 IT'- o..,. Z_ I. N-I I I I F- I I 1 L- -ITE1 i �TE1�_ TE1- 1E1_ TE1 i TE1�.J. C. I-- - SW4 -----) I- ---- SW4 #5 VERTICALS IN FILLED CELLS U `' @ 48' O/C MAX. TYPICAL U.N.O. 2'-0' 4 @ 4'-0' a STIRLING & WILBUR ENGINEERING GROUP i 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright ® 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 9 UNITS ISSUED FOR PERMIT 12-10-18 PROJECTNUMBER � S2018-064 SIGNISEAL FLOOR FRAMING NOTES: 1. ALL ELEVATIONS GIVEN ON THE STRUCTURAL DRAWINGS ARE REFERENCED TO TOP OF EXISTING GROUND FLOOR SLAB -ON -GRADE AT DATUM ELEVATION +0'-O" (+12.0' NAVD). 2. TOP OF STRUCTURAL FRAMING 1S AT ELEVATION +9.7' (+21.7'NAVD) EXCEPT AS NOTED ON PLAN. TAPER EXTERIOR SLAB THICKNESS AS SHOWN TO PROVIDE MINIMUM 1/8' PER FOOT DRAINAGE SLOPE TO EXTERIOR. 3. DESIGN LOADS LIVE LOADS: LIVING AREAS AND BALCONIES: 40 PSF WALKWAYS: 60 PSF #3 STIRRUPS @ 8" 0/C 6#7 T 3'-0' STAIRWAYS: 100 PSF DEAD LOADS:' LIVING AREAS, BALCONIES AND WALKWAYS: 20 PSF ALLOWANCE FOR SUPERIMPOSED FINISHES '-0' ... 240K 4. MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH (F'C): 3 COLUMNS, SHEARWALLS, SLABS AND BEAMS: 5000 PSI 1H° 6#8 B 5. REINFORCING STEEL GRADE: 60 KSI. SUBMIT SHOP DRAWINGS FOR ALL REINFORCEMENT FOR REVIEW i BY THE ENGINEER PRIOR TO FABRICATION OR PLACEMENT. Cl Cl 6. CONCRETE COVER TO REINFORCING STEEL: SLAB BARS: 3/4' AT TOP AND SIDES & 3/4' AT BOTTOM. BEAMS AND COLUMNS: 1-1/2' TO STIRRUPS AND TIES 7. PROVIDE 48 HOURS MINIMUM NOTICE TO ENGINEER FOR REVIEW PRIOR TO ANY POUR OF STRUCTURAL CONCRETE. 9F81 (24x20) 8. APPROVAL MUST BE OBTAINED FROM ENGINEER FOR ALL OPENINGS OTHER THAN THOSE SHOWN ON Y4'=l'-0" THE STRUCTURAL DRAWINGS. 9. SUBMIT FLOOR SLAB PLAN, SHOWING ALL MEP PENETRATIONS, FOR REVIEW BY THE ARCHITECT AND ENGINEER, A MINIMUM OF 7 DAYS BEFORE SCHEDULED SLAB POUR. 10. REFER ALSO TO GENERAL NOTES AND TYPICAL DETAILS ON DRAWINGS S4.1 & S4.2 T6 IoN l ul I T1 01 LO 7' x S3.2 SW3 9#5 T �� n VtiFA-1 c-, SW4 Y I j -1#5 VERTICAL 2 48' O/C MAX IN GROUTED CELLS OF VERTICAL NON -LOAD BEARING 8' CMU INELL WALLS. 2ND FLOOR FRAMING PLAN 181-1'-0• r � r 1 / � Al 085 SOUTH TAMIAMI TRAIL, SARASOTAI FL 34231 'HONE (941) 929-1552 FAX (941) 929-1553 )mail: cad@stirlingwilbur.com :opyright ® 2018 Stirling & Wilbur Engineering Group E86482 ROJECT NAME ;RISTELLE CAY ;ONDOMINIUM STATE ROAD A-1-A JORTH HUTCHINSON ISLAND 3T. LUCIE COUNTY, FLORIDA UNITS :SUED FOR PERMIT ROJECT NUMBER S2018-064 IGN/SEAL 12-10-18 )RAWN BY RTR ;NECKED BY BHS )ATE 12-10-18 'LOT SCALE A'=1'-0" THIS DRAWING IS NOT TO BE SCALED. iHEET TITLE 2ND FLOOR FRAMING PLAN ;HEET NUMBER 9. 1.2 FLOOR FRAMING NOTES: 1. ALL ELEVATIONS GIVEN ON THE STRUCTURAL DRAWINGS ARE REFERENCED TO TOP OF EXISTING GROUND FLOOR SLAB -ON -GRADE AT DATUM ELEVATION +O'-0"(+12.0'NAVD). 2. TOP OF STRUCTURAL FRAMING IS AT ELEVATON +93' (+21.7'NAVD) EXCEPT AS NOTED ON PLAN, TAPER EXTERIOR SLAB THICKNESS AS SHOWN TO PROVIDE MINIMUM 1/8' PER FOOT DRAINAGE SLOPE TO EXTERIOR. 3. DESIGNLOADS LIVE LOADS: LIVING AREAS AND BALCONIES: 40 PSF WALKWAYS: 60 PSF STAIRWAYS: 100 PSF DEAD LOADS: LIVING AREAS, BALCONIES AND WALKWAYS: 20 PSF ALLOWANCE FOR SUPERIMPOSED FINISHES 4. MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH (F'C): COLUMNS, SHEARWALLS, SLABS AND BEAMS: 5000 PSI 5. REINFORCING STEELGRADE: 60 KSL SUBMIT SHOP DRAWINGS FOR ALL REINFORCEMENT FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION OR PLACEMENT. 6. CONCRETE COVER TO REINFORCING STEEL:' SLAB BARS: 3/4' AT TOP AND SIDES & 3/4' AT BOTTOM. BEAMS AND COLUMNS: 1-1/2' TO STIRRUPS AND TIES 7. PROVIDE 48 HOURS MINIMUM NOTICE TO ENGINEER FOR REVIEW PRIOR TO ANY POUR OF STRUCTURAL CONCRETE. 8. APPROVAL MUST BE OBTAINED FROM ENGINEER FOR ALL OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS. 9. SUBMIT FLOOR SLAB PLAN, SHOWING ALL MEP PENETRATIONS, FOR REVIEW BY THE ARCHITECT AND ENGINEER, A MINIMUM OF 7 DAYS BEFORE SCHEDULED SLAB POUR. 10. REFER ALSO TO GENERAL NOTES AND TYPICAL DETAILS ON DRAWINGS S4.1 & S4.2. N ♦I N N ti O Q m O 0 W ti O N O N 11 65 c'o 4L @ 48' O/C MAX IN GROUTED CELLS L NON -LOAD BEARING 8' CMU INFILL N LEGEND: 2'x24' x24' 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright ® 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA � 11,011 ISSUED FOR PERMIT 12-10-18 II PROJECT NUMBER S2018-064 .I SIGN/SEAL ,a.�„�yP,�i ,STi "•,,•, • RC O • STAT pw= • VISIONS NO. ITEM DATE 1 FLOOR FRAMING NOTES: 1. ' ALL ELEVATIONS GIVEN ON THE STRUCTURAL DRAWINGS ARE REFERENCED TO TOP OF EXISTING GROUND FLOOR SLAB -ON -GRADE AT DATUM ELEVATION +0'-0°(+12.0'NAVD). 2. TOP OF STRUCTURAL FRAMING IS AT ELEVATION +19.7' (+31.7' NAVD) EXCEPT AS NOTED ON PLAN. TAPER EXTERIOR SLAB THICKNESS AS SHOWN TO PROVIDE MINIMUM 1/8' PER FOOT DRAINAGE SLOPE TO EXTERIOR. 3. DESIGN LOADS LIVE LOADS: LIVING AREAS AND BALCONIES: 40 PSF WALKWAYS: 60 PSF STAIRWAYS: 100 PSF DEAD LOADS: LIVING AREAS, BALCONIES AND WALKWAYS: 20 PSF ALLOWANCE FOR SUPERIMPOSED FINISHES 4. MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH (F'C): COLUMNS, SHEARWALLS, SLABS AND BEAMS: '5000 PSI 5. REINFORCING STEEL GRADE: 60 KSI. SUBMIT SHOP DRAWINGS FOR ALL REINFORCEMENT FOR RENEW BY THE ENGINEER PRIOR TO FABRICATION OR PLACEMENT. 6. CONCRETE COVER TO REINFORCING STEEL: SLAB BARS: 3/4' AT TOP AND SIDES & 3/4' AT BOTTOM. BEAMS AND COLUMNS: 1-1/2' TO STIRRUPS AND TIES 7. PROVIDE 48 HOURS MINIMUM NOTICE TO ENGINEER FOR REVIEW PRIOR TO ANY POUR OF STRUCTURAL CONCRETE. 8. APPROVAL MUST BE OBTAINED FROM ENGINEER FOR ALL OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS. 9. SUBMIT FLOOR SLAB PLAN, SHOWING ALL MEP PENETRATIONS, FOR REVIEW BY THE ARCHITECT AND ENGINEER, A MINIMUM OF 7 DAYS BEFORE SCHEDULED SLAB POUR. 10. REFER ALSO TO GENERAL NOTES AND TYPICAL DETAILS ON DRAWINGS S4.1 & S4.2. T7 T 1 S3: S3.3 0 co ,, p1 Doti �pL �oT �' ❑& FRI � — — —3 " -------- — — — -------- 280K 5 7, ^ 7, ___ 3" 7, ^ 1, �" ^ 3• 7' 1, ^ 5, 85 f— 8#5 T - 9#5 T 8#5 T 1*05@16°OCT #5@16'0LT 1#5 VERTICAL @ 48' O/C MAX IN GROUTED CELLS 7#5 T 9#5 T OF VERTICAL NON -LOAD BEARING 8" CMU INFILL G O WALLS. T8 9#5 T ti 3" 9#S T cti0 9#5 T g2a S3.2 ❑ h T 7°00 rn �G1 b 280K ake O 7#5 T T.O.S. @ 7#5 T T 19.7' (31.7' NAVD) I I 8' THICK POST TENSIONED SLAB m 0 our 7' I T13 o - V 3 o I �I 53.3 J � 3 4: { 1 � � - 7" r "� " 11° 7" 0 340K SW3 1 m 9#5 T o N. N m n SW3 9#5 TCIO 0 \ 7 - SAP •.4v• • • _^N ... Cal Y 7' , i SW4 SW4 3RD FLOOR FRAMING PLAN �, I Y8'=1'_O' 'j STIRLING &WILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright Q 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 9 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 1 sa.N��amn°nar4i, S®SEAL •'�'�•�Ns �: — ` y.FSGORIOP� ,,��+,s I�r�rA U�•S�� BRIAN STIRLING, PE 3027 i REVISIONS NO. ITEM DATE 1 PLAN REVIEW 09-27-19 it COM P J DRAWN BY RTR CHECKED BY BHS DATE r 12-10-18 l PLOT SCALE YB'=1'-0° THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE 3RD FLOOR FRAMING PLAN SHEET NUMBER 9.1.3 X FLOOR FRAMING NOTES: 1. ALL ELEVATIONS GIVEN ON THE STRUCTURAL DRAWINGS ARE REFERENCED TO TOP OF EXISTING GROUND FLOOR SLAB -ON -GRADE AT DATUM ELEVATION +0'-O' (+12.0' NAVD). 2. TOP OF STRUCTURAL FRAMING IS AT ELEVATION +19.7' (+31.7' NAVD) EXCEPT AS NOTED ON PLAN. TAPER EXTERIOR SLAB THICKNESS AS SHOWN TO PROVIDE MINIMUM 1/8' PER FOOT DRAINAGE SLOPE TO EXTERIOR. 3. DESIGN LOADS LIVE LOADS: LIVING AREAS AND BALCONIES: 40 PSF WALKWAYS: 60 PSF STAIRWAYS: 100 PSF BEAD LOADS; LIVING AREAS, BALCONIES AND WALKWAYS: 20 PSF ALLOWANCE FOR SUPERIMPOSED FINISHES 4.MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH (F'C):' COLUMNS, SHEARWALLS, SLABS AND BEAMS: 5000 PSI 5. 'REINFORCING STEEL GRADE: 60 KSI. SUBMIT SHOP DRAWINGS FOR ALL REINFORCEMENT FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION OR PLACEMENT. 6. CONCRETE COVER TO REINFORCING STEEL: SLAB BARS: 3/4' AT TOP AND SIDES & 3/4' AT BOTTOM. BEAMS AND COLUMNS: 1-1/2' TO STIRRUPS AND TIES 7. PROVIDE 48 HOURS MINIMUM NOTICE TO ENGINEER FOR REVIEW PRIOR TO ANY POUR OF STRUCTURAL CONCRETE. 8. APPROVAL MUST BE OBTAINED FROM ENGINEER FOR ALL OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS. 9. SUBMIT FLOOR SLAB PLAN, SHOWING ALL MEP PENETRATIONS, FOR REVIEW BY THE ARCHITECT AND ENGINEER, A MINIMUM OF 7 DAYS BEFORE SCHEDULED SLAB POUR. 10. REFER ALSO TO GENERAL NOTES AND TYPICAL DETAILS ON DRAWINGS S4.1 & S4.2. r 0 N 0 ro ti 0 N O ti r1 m 3 v ni ri N Z N O rl i X AL @ 48' O/C MAX IN GROUTED CELLS L NON -LOAD BEARING 8' CMU'INFILL STIRLING & WILSUR ENGINEERING GROUP Cal 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright ® 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 9 UNITS ISSUED FOR PERMIT 1e-10-18 PROJECTNUMBER S2018-064 REVISIONS DATE II FLOOR FRAMING NOTES: 1. ALL ELEVATIONS GIVEN ON THE STRUCTURAL DRAWINGS ARE REFERENCED TO TOP OF EXISTING GROUND FLOOR SLAB -ON -GRADE AT DATUM ELEVATION +0'-00(+12.0' NAVD). 2. TOP OF STRUCTURAL FRAMING IS AT ELEVATION +29.7' (+41.7' NAVD) EXCEPT AS NOTED ON PLAN. TAPER EXTERIOR SLAB THICKNESS AS SHOWN TO PROVIDE MINIMUM 1/8' PER FOOT DRAINAGE SLOPE TO EXTERIOR. 3. DESIGN LOADS LIVE LOADS: LIVING AREAS AND BALCONIES: 40 PSF WALKWAYS: 60 PSF STAIRWAYS: 100 PSF DEAD LOADS: LIVING AREAS, BALCONIES AND WALKWAYS: 20 PSF ALLOWANCE FOR SUPERIMPOSED FINISHES 4. MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH (F'C): COLUMNS, SHEARWALLS, SLABS AND BEAMS: 5000 PSI 5. REINFORCING STEEL GRADE: 60 KSI. SUBMIT SHOP DRAWINGS FOR ALL REINFORCEMENT FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION OR PLACEMENT. 6. CONCRETE COVER TO REINFORCING STEEL: SLAB BARS: 3/4' AT TOP AND SIDES & 3/4' AT BOTTOM. BEAMS AND COLUMNS: 1-1/2' TO STIRRUPS AND TIES 7. PROVIDE 48 HOURS MINIMUM NOTICE TO ENGINEER FOR REVIEW PRIOR TO ANY POUR OF STRUCTURAL CONCRETE. 8. APPROVAL MUST BE OBTAINED FROM ENGINEER FOR ALL OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS. 9. SUBMIT FLOOR SLAB PLAN, SHOWING ALL MEP PENETRATIONS, FOR REVIEW BY THE ARCHITECT AND ENGINEER, A MINIMUM OF 7 DAYS BEFORE SCHEDULED SLAB POUR. 10. REFER ALSO TO GENERAL NOTES AND TYPICAL DETAILS ON DRAWINGS S4.1 & S4.2 )/C MAX IN GROUTED CELLS 4D BEARING 8' CMU INFILL 4TH FLOOR FRAMING PLAN 1A'=1'-O' c STIRLING & WILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright ® 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 9 UNITS ISSUED FOR 11 MI PROJECT NUMBER S2018-064 12-10-18 SIGNISEAL REVISIONS DRAWN BY RTR CHECKED BY DATE BHS 12-10-18 PLOT SCALE 1A'=1'-0' THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE 4TH FLOOR FRAMING PLAN SHEET NUMBER 931.4 \std\D 18 FLOOR FRAMING NOTES: 1. ALL ELEVATIONS GIVEN ON THE STRUCTURAL DRAWINGS ARE REFERENCED TO TOP OF EXISTING GROUND FLOOR SLAB -ON -GRADE AT DATUM ELEVATION +0'-O"(+12.0' NAVD). 2. TOP OF STRUCTURAL FRAMING IS AT ELEVATION +29.7' (+41.7' NAVD) EXCEPT AS NOTED ON PLAN. TAPER EXTERIOR SLAB THICKNESS AS SHOWN TO PROVIDE MINIMUM 1/8' PER FOOT DRAINAGE SLOPE TO EXTERIOR_ 3. DESIGN LOADS LIVE LOADS: LIVING AREAS AND BALCONIES: 40 PSF WALKWAYS: 60 PSF STAIRWAYS: 100 PSF DEAD LOADS: LIVING AREAS, BALCONIES AND WALKWAYS: 20 PSF ALLOWANCE FOR SUPERIMPOSED FINISHES, 4. MINIMUM 28-DAY'CONCRETE COMPRESSIVE STRENGTH (Ft): COLUMNS, SHEARWALLS, SLABS AND BEAMS: 5000 PSI 5. REINFORCING STEEL GRADE: 60 KSI. SUBMIT SHOP DRAWINGS FOR ALL REINFORCEMENT FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION OR PLACEMENT, 6. CONCRETE COVER TO REINFORCING STEEL: SLAB BARS: 3/4' AT TOP AND SIDES & 3/4' AT BOTTOM. BEAMS AND COLUMNS: 1-1/2' TO STIRRUPS AND TIES 7. PROVIDE 48 HOURS MINIMUM NOTICE TO ENGINEER FOR REVIEW PRIOR TO ANY POUR OF STRUCTURAL CONCRETE. 8. APPROVAL MUST BE OBTAINED FROM ENGINEER FOR ALL OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS. 9. SUBMIT FLOOR SLAB PLAN, SHOWING ALL MEP PENETRATIONS, FOR REVIEW BY THE ARCHITECT AND ENGINEER, A MINIMUM OF 7 DAYS BEFORE SCHEDULED SLAB POUR. 10, REFER ALSO TO GENERAL NOTES AND TYPICAL DETAILS ON DRAWINGS S4.1 & S4.2. rn 3 a v ti 2 m 9 0 o N X AL @ 48' O/C MAX IN GROUTED CELLS kL NON -LOAD BEARING 8' CMU INFILL I STIRLING & WILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright © 2018 Stifling & Wilbur Engineering Group E86482 PROJECT NAME CRISTELLEICAY CONDOMINIUM STATEROAD A-1-A NORTH HUTCHINSON, ISLAND ST. LUCIE COUNTY, rLORIDA I, 9 UNITS gill ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 NO. ITEM 1 BRIAN STIRLING, PE 34927 CONCRETE ROOF FRAMING NOTES: 1. ALL ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE REFERENCED TO TOP OF GROUND FLOOR SLAB - ON -GRADE AT DATUM ELEVATION 01-0". (+12.0' NAVD). 2. 'TOP OF STRUCTURAL FRAMING IS AT ELEVA71ON +40.3' (+52.3' NAVD) EXCEPT AS NOTED ON PLAN. 3. DESIGN LOADS: LIVE LOAD: 20 PSF. DEAD LOAD: 20 ESE ALLOWANCE FOR INSULATION AND ROOFING MATERIAL AND SUSPENDED FINISHES. 4. MINIMUM CONCRETE COMPRESSIVE STRENGTH 28 DAYS: COLUMNS, SHEARWALLS, SLABS AND BEAMS: '5000 PSI 5. REINFORCING STEEL GRADE: 60 KSLSUBMIT SHOP DRAWINGS FOR ALL REINFORCEMENT FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION OR PLACEMENT. 6. CONCRETE COVER TO REINFORCING STEEL: SLAB BARS: 1' AT TOP AND SIDES & 3/4' AT BOTTOM. BEAMS AND COLUMNS: 1 1/2' TO STIRRUPS AND TIES. 7. PROVIDE 48 HOURS MINIMUM NOTICE TO ENGINEER FOR REVIEW PRIOR TO ANY POUR OF STRUCTURAL CONCRETE. 8. APPROVAL MUST BE OBTAINED FROM ENGINEER FOR ALL OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS, 9. SUBMIT ROOF SLAB PLAN, SHOWING ALL MEP PENETRATIONS, FOR REVIEW BY THE ARCHITECT AND ENGINEER, A MINIMUM OF 7 DAYS BEFORE SCHEDULED SLAB POUR. 10. REFER ALSO TO GENERAL NOTES AND TYPICAL DETAILS ON DRAWING S5.1 & 5.2. \s.a\L18 HIGH ROOF FRAMING PLAN A'=1'-0' LOW ROOF FRAMING PLAN �t'=11_01 (c 8' POURED IN PLACE SLABS W/ #5 @ 12' O/C TYPICAL T&B EACH WAY UNLESS NOTED OTHERWISE. 4L @ 48' O/C MAX IN GROUTED CELLS L NON —LOAD BEARING 8' CMU INFILL STIRLING &WILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941)'929-1553 email: cad@stirlingwiI bur. com Copyright ® 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 9 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 SIGN/SEAL yy(( SiI yam• cLORIpPi:��c` gy'',YONA•r BRIAN S1RLING�"fL"L'wf0 p� • yy i "� REVISIONS NO. ITEM DATE 1 - ST.JNIY BOGG DRAWN BY RTR CHECKED BY BHS DATE 12-10-18 PLOT SCALE Ye"-1 —0' THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE HIGH AND LOW ROOF FRAMING PLANS SHEET NUMBER 9.S1.5 z CONCRETE ROOF FRAMING NOTES: 1. ALL ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE REFERENCED TO TOP OF GROUND FLOOR SLAB - ON -GRADE AT DATUM ELEVATION 0'-0". (+12.0' NAVD). 2. TOP OF STRUCTURAL FRAMING IS AT ELEVATION +40.3' (+52.3' NAVD) EXCEPT AS NOTED ON PLAN. 3. DESIGN LOADS: LIVE LOAD: 20 PSF. DEAD LOAD: 20 PSF ALLOWANCE FOR INSULATION AND ROOFING MATERIAL AND SUSPENDED FINISHES. 4. MINIMUM CONCRETE COMPRESSIVE STRENGTH 28 DAYS: COLUMNS, SHEARWALLS, SLABS AND BEAMS: 5000 PSI 5. REINFORCING STEEL GRADE: 60 KSI. SUBMIT SHOP DRAWINGS FOR ALL REINFORCEMENT FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION OR PLACEMENT. 6. CONCRETE COVER TO REINFORCING STEEL: SLAB BARS: t' AT TOP AND SIDES & 3/4' AT BOTTOM. BEAMS AND COLUMNS:1 1/2' TO STIRRUPS AND TIES. 7. PROVIDE 48 HOURS MINIMUM NOTICE TO ENGINEER FOR REVIEW PRIOR TO ANY POUR OF STRUCTURAL CONCRETE. 8. APPROVAL MUST BE OBTAINED FROM ENGINEER FOR ALL OPENINGS OTHER THAN THOSE SHOWN ON THE STRUCTURAL DRAWINGS. 9. SUBMIT ROOF SLAB PLAN, SHOWING ALL MEP PENETRATIONS, FOR REVIEW BY THE ARCHITECT AND ENGINEER, A MINIMUM OF 7 DAYS BEFORE SCHEDULED SLAB POUR. 10. REFER ALSO TO GENERAL NOTES AND TYPICAL DETAILS ON DRAWING S5.1 & 5.2. ^r a a N M_ HIGH ROOF FRAMING PLAN ,iea_1-_cw c LOW ROOF FRAMING PLAN Y8'=1'-0' c z 8' POURED IN PLACE SLABS W/ #5 @ 12' O/C TYPICAL T&B EACH WAY UNLESS NOTED OTHERWISE. a L STIRLING &WILBUR ENGINEERING GROUP -AT . 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright ® 2018 Stirling & Wilbur Engineering Group EB6482 •l:Z.alx0ii2G1Tl: CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 9 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 j I SIGN/SEAL :a•"°rat, 11114 40.3'�, 9.7 —4'-0+ SHEAR STUD RAIL SCHEDULE: * @ EXTERIOR STEP DOWNS H=5Y4' ALL RAILS RI R2 N S L H+ A-1 3 3 1 7 127/e 23' 6Y4' B-1 3 3 7 27/8 23' 61/4' C-1 3 3 7 III 27/e 23' 6Y4' A-2 2 3 7 27/8 23" 6V4' B-2 2 3 7 j 27/8' 23' 6Y4' C-2 2 3 7 ' 27/a 23' 6Y4' # OF STUDS TYPICAL W xV4' THICK PLATE TYPE A-1 & A-2 z J O 8'-4' N U SW1 SW2 SW3 WE TYPE B-1 & B-2 SHEARWALL COLUMNS: (ALL 8'x24' W/ ALL #3 TIES @ 8' 0/C) VERTICALS SWC1 12#7 SWC2 — 10#7 SWC51 8#5 SWC6 6#5_-__ WALL REINFORCING TYPICAL— #5 @ 16' O/C VERTICAL EACH FACE. #5 @ 8" O/C HORIZONTAL EACH FACE. COLUMN SCHEDULE C1 12x24 8#7 VERTICALS #3 TIES @ 8 O/C C2A 8x24 110#7 VERTICALS #3 TIES @ 8" O/C C213 8x24 8#7 VERTICALS #3 TIES @ 8' O/C UC 8x24 8#6-VERTICALS- #3 TIES @ 8" 0/C C21) 8x24 8#5 VERTICALS _ #3 TIES @ 8' O/C _ C3 806 8#5_-VERTICALS-- #3 TIES @ 8' O/C VERTICALS 8" OR TIES 12, 24' TYPE C-1 & C-2 STIRLING & WILBUR ENGINEERING GROUP -AT 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright © 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 9 UNITS ISSUED FOR PERMIT PROJECT NUMBER S2018-064 IPA [is ue REVISIONS NO. ITEM DATE DRAWN BY RTR CHECKED BY BHS DATE 12-10-18 PLOT SCALE Y4"=V-0` THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE COLUMN & WALL DETAILS SHEET NUMBER 932.1 9.7'� —4'-0�_. 7 SHEAR STUD RAIL SCHEDULE: + @ EXTERIOR STEP DOWNS H=5Y4' ALL RAILS RI R2 I N S L H* A-1 3 3 7 27/8' 23' 6V4' 8-1 3 3 I 7 27/t 23' 61/4' C-1 3 3 7 27/8' 23' 161/4' A-2 2 3 7 27/8' 23' 6Y4' B-2 2 3 7 27/a 23' 61/4' C-2 2 3 7 27/e' 23" 61/4" _ # OF STUDS TYPICAL W xt/a' THICK PLATE TYPE A-1 & A-2 Z 0 8'-4" N SW1 SW2 SW3 SW4 TYPE B-1 & B-2 SHEARWALL COLUMNS: (ALL 8'x24' W/ ALL #3 TIES @ 8" 0/C) VERTICALS SWC1_ 12#7 SWC2 10#70#6_ SWC3 1 SWC4 1 10#5 SWC5 8#5 SWC6 6#5 WALL REINFORCING TYPICAL— #5 @ 16" O/C VERTICAL EACH FACE. #5 @ 8" O/C HORIZONTAL EACH FACE. COLUMN SCHEDULE C1 12x24 8#7 VERTICALS #3 TIES @ 8' 0 C C2A 8x24 10#7 VERTICALS #3 TIES @ 8' O/C C28 8x24 847 VERTICALS #3 TIES @ 8" O/C C2C 8x24 8#6 VERTICALS #3 TIES @ 8" O/C _. C21) 8x24 8#5 VERTICALS #3 TIES @ 8' O/C C3 18x16, 1 6#5 VERTICALS #3 TIES @_ 8' O/C VERTICALS 8" OR TIES 12" 24 TYPE C-1 & C-2 STIRLING & WILBUR ENGINEERING GROUP -AT 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright © 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA '�0 ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 SIGNISEAL REVISIONS NO. ITEM DATE ')''�j 1V2' CLR— -8" CONCRETE SLAB W/ #5 T&B EACH WAY 8' P.T. SLAB, SEE PLAN IOSING BAR •' a . Y4' CLEAR • I 6° MINIMUM CONCRETE STAIR SLAB #4 @ 12' O/C -#5 @ 12' O/C 33 r PILECAP DOWELS— _ I I I I I I z l I I g 00 I I 1 d B.O. PILECAP 4#6 — - -Illl 1#8 = — IIII III #3 TIES @'12' O/C MAX -1I I ^• � I-1 3Y2' CLR — III I I a ° A• ' I —I 14'0 =1111 a IIIII Fz IIII a•` ^ LIIII -1111 ll I III LIIII d` 14'0 AUGER -CAST PILE DETAIL BOTTOM! ELEVATION DETERMINED' Y4'=1'-O' BY REFUSAL/CAPACITY. 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright © 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 9 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 SIGNISEAL ENgoq `�Y r No, � ; � NAl F. BRIAN SIIRUNG, BE 34927 REVISIONS NO. ITEM DATE DRAWN BY RTR CHECKED BY BHS DATE 12.10.18 PLOT SCALE THIS DRAWING IS NOT TO BE ISCALED. SHEET TITLE SECTIONS SHEET NUMBER 933.1 X 8' P.T. SLAB, SEE PLAN I #4 NOSING BAR r 1.• a 4'4' CLEAR ° 8' CONCRETE WALL • " 6' MINIMUM CONCRETE STAIR SLAB •°"° °° #4 @ 12' O/C •' #5 @ 12' O/C 6 Y4' CLEAR • " /z° CLR 4. L' • : 4'4' CLEAR 8' CONCRETE SLAB W/ #5 T&B EACH WAY TYPICAL STAIR REINFORCING • ,s A PILECAP DOWELS -- _+= I I 1 I I z I I J G9E STIRLING &WILUR ENGINEERING GROUP B.O. PILECAP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright © 2018 curling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 9 UNITS 14'0 AUGER -CAST PILE DETAIL BOTTOM ELEVATION DETERMINED 4'4'=l'-0' BY REFUSAL/CAPACITY. p 6' (MIN) CONCRETE STAIR SLAB T.O. SLABT II III 8' CONCRETE WALL W/- #5 @ 12' O/C VERTICAL HORIZONTAL T.O. PILE CAP -4'-9' F3 S3.1 3r4°=1'-0� ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 _T SIGN/SEA L s��o`"PAP 5��,��.q+��";�r, REVISIONS NO. ITEM 8' INFILL BLOCK W/ 1#5 VERTICAL 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN 1N GROUTED CELLS- SEE PLAN 30` LAP 30' LAP 8' THICK POST TENSIONED 4' SIDEWALK 8' THICK POST TENSIONED SLAB BY OTHERS SLAB T.O.S. / - /j T.O.S. / SEE PLAN SEE PLAN II Ifl-III I�1-�I� • ��III IIII 8' BLOCK WALL BEYOND #5 VERTICALS IN GROUTED CELLS OF BREAKAWAY WALL- SEE PLAN I LI.I IIIIiI (;w 3/4�=1 '-O' BLOCK WALL BEYOND T2 53.2 3/4"=1'-0' 8' THICK POST TENSIONED T.O.S. SLAB 3/4' SLOPE %#/FT. 1Y4' SEE PLAN °. _------ - n. • 7Y4' 161/V #5 VERTICALS IN GROUTED CELLS OF BREAKAWAY WALL- SEE PLAN T5 I 8' INFILL BLOCK W/ 1#5 VERTICAL 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN IN GROUTED CELLS- SEE PLAN 30' LAP 30' LAP 8' THICK POST TENSIONED 8° THICK POST TENSIONED SLAB ;,a, SLAB Y4' TYPICAL T.O.S. SLOPE YB /FT. T.O.S. PLAN SEE PLAN SEE N I° I� 2#5 CONTIN. TYPICAL I I Au 4'0 SLEEVE 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN T7 T8 S 3. 3/4'=1'-0• S 3.2 3/4'=1 '-O" 8' BLOCK WALL BEYOND 1#5 HORIZONTAL IN 3000 PSI GROUT I.e FILLED 8' CMU K.O. COURSE 8" THICK POST TENSIONED T.O.S. SLAB SEE PLAN b A• -8' INFILL BLOCK 8" THICK POST TENSIONED T.O.S. SLAB SEE PLAN a / -8' BLOCK WALL BEYOND —1#5 HORIZONTAL IN 3000 PSI GROUT FILLED 8` CMU K.O. COURSE 4 SIDEWALK BY OTHERS 8' BLOCK WALL BEYOND #5 VERTICALS IN GROUTED CELLS III OF BREAKAWAY WALL- SEE PLAN IIIIII III,, T4 53.2 3/4'=1�-O° 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN 30' LAP 8' THICK POST TENSIONED SLAB Y4' SLOPE A /FT. 1 Y4' T.O.S SEE PLAN — — - -- - - Iva° 16V4' #5 VERTICALS IN GROUTED CELLS OF BREAKAWAY WALL- SEE PLAN T6 8' BLOCK WALL BEYOND 8' THICK POST TENSIONED T.O.S. SLAB Y4 SLOPE A'/FT 1Y4' SEE PLAN 7 - - - -- --- 7V4° 16Y4' 8' BLOCK INFILL WALL PCL 8' BLOCK INFILL WALL BEYOND VT9 53.2 3/4'=11-0" STIRLING & WILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright ® 2018 Stirling & Wilbur Engineering Group E136482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 9 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 Dewar.. SIGN/SEAL $a�Q v • EN *E ccc NAL • o•�I.� BRIAN S71RUt1G,'PB'34927 REVISIONS NO. ITEM DATE DRAWN BY RTR CHECKED BY BHS DATE 12-10-18 PLOT SCALE 3/4"=1'-0" THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE SECTIONS x 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN i 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN 30' LAP 4' SIDEWALK 8' THICK POST TENSIONED / 8' THICK POST TENSIONED BY OTHERS SLAB SLAB T.O.S. T.O.S. - SEE PLAN SEE PLAN —III #5 VERTICALS IN GROUTED CELLS �= OF BREAKAWAY WALL— SEE PLAN I I I_LI III J T1 8' BLOCK WALL BEYOND T2 S 3.2 3/4'=1'-0' 8' THICK POST TENSIONED T.O.S SLAB Y4' SLOPE YB'/FT. _ SEE PLAN - a a e ° ° • ae as • .. e _ 7Y4' #5 VERTICALS IN GROUTED CELLS OF BREAKAWAY WALL- SEE PLAN T5 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN 30' LAP 8' THICK POST TENSIONED SLAB T.O.S. �a SLOPE Y8'IFT. SEE PLAN _d a a da 'ar 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN T7 3/4'=1'-0' fld 8' BLOCK WALL BEYOND T3 S3.2 3/4N=1°-O� 8' BLOCK WALL BEYOND -1#5 HORIZONTAL IN 3000 PSI GROUT FILLED 8' CMU K.O. COURSE 8' INFILL BLOCK —8' BLOCK WALL BEYOND -8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN 30' LAP 8' BLOCK WALL BEYOND 1#5 HORIZONTAL IN 3000 PSI GROUT FILLED 8' CMU K.O. COURSE • 8' THICK POST TENSIONED 4' SIDEWALK T.O.S. SLAB BY OTHERS SEE PLAN - -- - ° b •. 9. ° I I I III -III I LI�I I I IIIII lllll IEEI CI #5 VERTICALS IN GROUTED CELLS OF BREAKAWAY WALL- SEE PLAN III IIIII rT 4 S3.2 3/4'=1 STIRLING &VVILBUR ENGINEERING GROUP -AT 7085 SOUTH TAMIAMI TRAIL, SARASOTA,,FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright © 2018 Stirling & Wilbur Engineering Group EB6482 ��AxN�uarda CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 9 UNITS ISSUED FOR PERMIT PROJECT NUMBER S2018-064 8' THICK POST TENSIONED SIGNISEAL T.O.S. SLAB 3/a' SLOPE Y6'/FT 13a �� gyp......... SEE PLAN -- - - --.-:... ----- ----- - - ---- G' .• 7Y4' SYa' . O. ST4j dF� �FS,LF'�q BR 12-10-18 #5 VERTICALS IN GROUTED CELLS j OF BREAKAWAY WALL— SEE PLAN / CT6 S3, 2 3/4N=1'-O' 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN 8° BLOCK WALL BEYOND 30° LAP 8' THICK POST TENSIONED 8'THICK POST TENSIONED SLAB T.O.S, 4'4' TYPICAL SLAB T.O.S. Y4' SLOPE A'/FT y — SEE PLAN SEE 'PLAN % b 1� 2#5 CONTIN. TYPICAL 4'0 SLEEVE N 7Y4' O 8' BLOCK INFILL WALL PCL 8' BLOCK INFILL WALL BEYOND rT8 T9 S3. 3/4'=1'-0' S3.2 Y4"-1'-0' Lj REVISIONS TEM DATE VIC1 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN 30' LAP 8' THICK POST TENSIONED SLAB Y4" SLOPE A'/FT. 14a" T.O.S. SEE PLAN eb d• P , . 7Y4" 6Ya' ox 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS SEE PLAN T10 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN 30' LAP 8' BLOCK WALL BEYOND 8' THICK POST TENSIONED 8' THICK POST TENSIONED SLAB ;'4' SLOPE Ye°/FT. SLAB 4'4' SLOPE Ye"/FT. T.O.S. — T.O.S. SEE PLANT ° e e b P SEE PLANe ,. .. 17' ... i.. '. 4. :.. a a e , , .e , e •..n NO7 8' BLOCK INFILL WALL 8 INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS— SEE PLAN STIRLING &WILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright © 2018 Stirling 8 Wilbur Engineering Group EB6482 HENESEEMEMEM PROJECT NAME' CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA .. _ PCB 9 UNITS 8' BLOCK INFILL WALL BEYOND T11 T12 ISSUED FOR PERMIT 12-10-18 8 BLOCK WALL BEYOND 1#5 HORIZONTAL IN 3000 PSI GROUT FILLED 8' CMU K.O. COURSE PROJECT NUMBER S2016-064 8" BLOCK INFILL WALL 8' THICK POST TENSIONED SIGN/SEAL s�Q; N •.Q T.O.S. SLAB Ya" SLOPE Ye'/FT.` SEE PLANT a ,*. IVo. • � e Q : 3TA E�F •�tV 7Ya 8' BLOCK INFILL WALL BRIAN SPNi1A0'Yietf'° �. REVISIONS N0, ITEM DATE �•' PCL R E 8' BLOCK WALL BEYOND cou F T13 DRAWN BY _ RTR CHECKED BY BHS DATE 12-10-18 PLOT SCALE Y4'=1'-0" THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE SECTIONS i 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN i i R r, ¢ 0 ti N W N O O\ N ri :. ri _M Li O I � ti 0 `y WdI,,D3d 0 N 8' BLOCK WALL BEYOND 8' BLOCK INFILL WALL BEYOND T11 S3.3 3i4'=1 '-O' 8' THIC K POST TENSIONED a 3/4 =1'—O' —8' INFILL BLOCK W/, 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN —30' LAP L7, 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS— SEE PLAN 8' BLOCK WALL BEYOND 1#5 HORIZONTAL IN 3000 PSI GROUT FILLED 8' CMU K.O. COURSE 8' BLOCK INFILL WALL 8' THICK POST TENSIONED SLAB 3/4' SLOPE Ye'/FT. T.O.S. — SEE PLANT — .a I 7Y4" 8' BLOCK INFILL WALL vc PCL 8' BLOCK WALL BEYOND aT13 --- -- S3.3 3�4'=v-o' STIRLING &WILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright © 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST, LUCIE COUNTY, FLORIDA ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 REVISIONS NO. ITEM DATE GENERAL NOTES REINFORCED CONCRETE NOTES MASONRY NOTES WOOD FRAMING NOTES 2016127 / GNOTES -WOOD DESIGN 1. CONCRETE MATERIALS, MIXING, PREPARATION, TRANSPORTATION, THE FOLLOWING NOTES INDICATE ONLY THE MINIMUM REQUIREMENTS APPLICABLE 1. THE STRUCTURE DESCRIBED ON THE STRUCTURAL DRAWINGS HAS BEEN HANDLING, CURING, FORMWORK, HOT AND COLD WEATHER PROCEDURES TO MASONRY CONSTRUCTION. ALSO SEE THE ARCHITECTURAL DRAWINGS AND 1. CONNECTIONS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2014 FLORIDA BUILDING A. BOLT (A.B.) ANCHOR BOLT DESIGNED TO COMPLY WITH THE 2014'FLORIDA BUILDING CODE. SHALL ALL CONFORM TO BUILDING CODE REQUIREMENTS FOR SPECIFICATIONS FOR REQUIREMENTS FOR MASONRY OTHER THAN STRUCTURAL. CODE, CHAPTER 23: WOOD CONSTRUCTION, AND TO THE TIMBER CONSTRUCTION MANUAL BY THE ADJ. ARCH'L ADJUSTABLE ARCHITECTURAL REFER TO THE NOTES UNDER THE PLANS FOR THE DESIGN REINFORCED CONCRETE ACI 318 (LATEST EDITION). AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. AIFB ASPHALT IMPREGNATED DEAD LOADS, 2. ALL SHORING/RESHORING SHALL BE DESIGNED BY A PROFESSIONAL 1. MASONRY CONSTRUCTION .SHALL CONFORM TO FLORIDA BUILDING CODE; 2. NOTIFY ENGINEER OF RECORD AND ARCHITECT IF EXISTING CONDITIONS DEVIATE FROM THE FIBRE BOARD ENGINEER REGISTERED IN THE STATE OF FLORIDA. SUBMIT LATEST EDITION UNLESS OTHERWISE NOTED. DETAILS SHOWN ON THE DRAWINGS. GENERAL FLORIDA P.E. SIGNED AND SEALED FORMWORK, SHORING AND 2. CONCRETE BLOCKS AND CONCRETE BRICKS SHALL CONFORM TO ASTM C90 3. WOOD FRAMING MATERIALS: B. (BOT) BOTTOM 1. REFER ALSO TO NOTES UNDER THE PLANS AND SCHEDULES ON THE RESHORING DRAWINGS FOR ALL FRAMED AND ELEVATED CONCRETE A AND ASTM C145, RESPECTIVELY. CONVENTIONAL FRAMING LUMBER: #2 SO. PINE, OR BETTER, UNLESS NOTED. BEW BOTTOM EACH WAY STRUCTURAL DRAWINGS. FOR TYPICAL DETAILS, SEE STRUCTURAL MINIMUM OF ONE WEEK PRIOR TO POURING OF ANY CONCRETE BEAMS, 3. MASONRY WALLS SHALL BE CONSTRUCTED USING MODULAR UNITS AS PLYWOOD SHEATHING: BLL BML BOTTOM LOWER LAYER BOTTOM MIDDLE LAYER DRAWINGS. ALL CODES, MANUAL, STANDARDS AND SPECIFICATIONS SLABS, ETC... THE SHORING ENGINEER SHALL INFORM HIMSELF SHOWN ON THE ARCHITECTURAL DRAWINGS AND UNLESS A HIGHER MATERIAL: APA SPAN RATED SHEATHING, EXPOSURE 1; THICKNESS AS NOTEDON BUD BOTTOM UPPER LAYER REFERRED TO SHALL BE THE LATEST EDITIONS INCLUDING ALL OF CURRENT SITE CONDITIONS, INCLUDING THE PROPOSED STRENGTH IS NOTED ON THE DRAWINGS OR SPECIFICATION, HOLLOW DRAWINGS BM BUILDING REVISIONS AND ADDENDA. CONSTRUCTION SCHEDULE; THE IMPOSED CONSTRUCTION LOADS (AS UNITS SHALL HAVE A MINIMUM F'M OF 1500 PSI AND SOLID UNITS NAILING: AS NOTED ON DRAWINGS. B. PE.(B.P.) EA EMPLATE 2. ALL DIMENSIONS OTHER THAN PURELY STRUCTURAL DIMENSIONS NOTED ON THESE DOCUMENTS), THE TYPE AND CONDITION OF SHALL HAVE A MINIMUM F'M OF 1800 PSL 4. ALL CONNECTORS, FASTENERS AND ANCHORS SPECIFIED ON THE DRAWINGS ARE PRODUCTS OF SHOWN ON THE STRUCTURAL DRAWINGS MUST BE CHECKED AGAINST SHORING/RESHORING EQUIPMENT, AS WELL AS SOIL AND WEATHER 4. MASONRY MORTAR SHALL CONFORM TO ASTM C270. UNLESS OTHERWISE SIMPSON-STRONGTIE,`UNLESS NOTED. EQUIVALENT ALTERNATE PRODUCTS ARE ACCEPTABLE THE ARCHITECTURAL DRAWINGS AND ANY INCONSISTENCIES CONDITIONS. FORMWORK MAY NOT BE REMOVED AT ANY TIME PRIOR INDICATED ON THE STRUCTURAL DRAWINGS,' ARCHITECTURAL SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. C/C CENTER TO CENTER CENTERUNE REPORTED IN WRITING TO THE ARCHITECT AND ENGINEER OF TO THE CONCRETE IN QUESTIONS REACHING A "PROVEN" DRAWINGS; THE SPECIFICATIONS OR AS RECOMMENDED BY 5. WHERE CONNECTIONS HAVE NOT BEEN DETAILED ON PLAN; PROVIDE ALL FRAMING ANCHORS CANT. CANTILEVER RECORD PRIOR TO PROCEEDING WITH THE WORK. STRUCTURAL COMPRESSIVE STRENGTH OF 75% OF THE SPECIFIED 28 DAY MANUFACTURER, MORTAR SHALL BE TYPE S MORTAR. AND CONNECTORS AS REQUIRED TO TRANSFER THE DESIGN LOADS AS SHOWN. UNLESS NOTED COL COLUMN DRAWINGS MUST NOT BE SCALED. CONCRETE STRENGTH. THE DRAWINGS TO BE SUBMITTED SHALL 5. MASONRY GROUT SHALL COMPLY WITH THE FINE GROUT REQUIREMENTS OTHERWISE THE CONNECTIONS SHALL BE DETAILED TO DEVELOP THE FULL CAPACITY OF THE CONC. CONCRETE 3. OPENINGS, TRENCHES, PITS, EQUIPMENT BASES AND MECHANICAL INCLUDE SPECIFIC PROVISIONS FOR ADEQUATE MUDSILLS AND OF ASTM C476. THE SLUMP SHALL BE 7"±I" AND THE MINIMUM CONNECTED MEMBERS. CONT. CONTINUOUS EQUIPMENT, WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE LATERAL BRACING. THE ENGINEER RESPONSIBLE FOR THE DESIGN COMPRESSIVE STRENGTH SHALL BE 3000 PSI AT 28 DAYS. 6. PRESERVATIVE TREATED WOOD: ALL EXPOSED EXTERIOR WOOD, ALL WOOD IN CONTACT WITH C.J. CONST. JT. CONTROL JOINT CONSTRUCTION JOINT INDICATED ONLY APPROXIMATELY AS TO SIZE AND LOCATION. OF SHORING/RESHORING SHALL ACCEPT RESPONSIBILITY FOR 6. BEAMS, LINTELS OR BASE PLATES BEARING ON MASONRY WALLS SHALL MASONRY OR CONCRETE, AND WHERE NOTED (P.T.) ON PLANS, SHALL BE PRESERVATIVE C.A. COLUMN ABOVE REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS INSPECTION OF THE SHORING/RESHORING INSTALLATION EITHER HAVE A MINIMUM BEARING OF 8" UNLESS OTHERWISE NOTED. BEARING TREATED IN ACCORDANCE WITH AWPA STANDARD U1. PROVIDE PRESERVATIVE AT RETENTION FOR LOCATIONS,SIZES OF EQUIPMENT, OPENINGS, PITS; TRENCHES, PERSONALLY OR BY HIS QUALIFIED AGENT. REPORTS OF SUCH SHALL BE ON SOLID BLOCK LAID IN CEMENT MORTAR. ALL JOINTS LEVELS APPROPRIATE FOR THE PRESERVATIVE PRODUCT USED, PER AWPA USE CATEGORIES AS BASES, 'SUMPS, SLEEVES, DEPRESSIONS, GROOVES AND CHAMFERS INSPECTIONS SHALL BE SUBMITTED 70 THE ENGINEER OF RECORD ARE TO BE FULLY FILLED WITH MORTAR. THIS SHALL BE DONE. FOR FOLLOWS: 0a (DIDIA.) DIAGONAL DIAMETER NOT INDICATED ON THE STRUCTURAL DRAWINGS. AND THE ENFORCING AGENCY UPON REQUEST. PROVIDE SLAB AND A MINIMUM LENGTH EQUAL TO TWICE THE LENGTH OF BEARING, I.E.- USE CATEGORY UC3B: EXPOSED, ABOVE GROUND. D. FIR DOUGLAS RR 4. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE STRUCTURAL BEAM FORMS WITH AN UPWARD CAMBER OF 1/4" PER 10'-0" OF 16" SYMMETRICAL ABOUT CENTER OF BEARING AND A DEPTH EQUAL TO USE 'CATEGORY UC4A: EXPOSED; IN CONTACT WITH GROUND, CONCRETE, AND FRESH WATER. DIM DJ DIMENSION DOUBLE JOIST DRAWINGS; NO PROVISION HAS BEEN MADE IN THE DESIGN FOR SPAN, AND UPLIFT ENDS OF CANTILEVER BEAM OR SLAB FORMS 1/4" THE LENGTH OF BEARING (MINIMUM 8"). IF HOLLOW BLOCKS ARE TREAT FIELD CUTS AND HOLES WITH PRESERVATIVE SEALER. DAL DEAD LOAD CONDITIONS 'OCCURRING DURING CONSTRUCTION. THE CONTRACTOR PER 8'-0" OF CANTILEVER LENGTH. USED; THE VOIDS SHALL BE FILLED WITH TYPE S MORTAR. ALL HARDWARE AND FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE CORROSION DWG. DITTO WING IS TO PROVIDE ALL NECESSARY BRACINGS AND SHORING REQUIRED 3. REINFORCING STEEL, UNLESS SPECIFICALLY NOTED OTHERWISE 7. AT THE TOP OF LOAD BEARING MASONRY WALLS PROVIDE A "KNOCK- RESISTANT: DWW DOWEIL FOR STRESSES AND INSTABILITY OCCURRING FROM ANY CAUSE SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, WITH A OUT" COURSE FILLED SOLID WITH 3000 PSI (AT 28 DAYS) CONCRETE. HOT -DIP GALVANIZED FOR PROTECTED EXPOSURE DT DOUBLE TEE DURING CONSTRUCTION. THE CONTRACTOR SHALL ACCEPT FULL MINIMUM YIELD STRESS OF 60,000 PSI. REINFORCING SHALL BE SEE PLANS AND SECTIONS FOR FULL DETAILS. STAINLESS STEEL FOR POTENTIALLY WET EXPOSURE RESPONSIBILITY FOR ALL SUCH MEASURES. SO DETAILED BENT 'PLACED AND SUPPORTED AS TO CONFORM TO 8 UNLESS OTHERWISE' SHOWN ON THE DRAWINGS OR SPECIFICATIONS 7 CASTEN BUILT UP WOOD JOIST BEAM AND STUD SECTIONS TOGETHER WITH MINIMUM OF 2 ROWS 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED PROVIDE GALVANIZED CONTINUOUS "LADDER TYPE" REINFORCEMENT OF 12D NAILS, PER PLY, AT 12-ON CENTER UNLESS NOTED OTHERWISE ON PLANS OR DETAILS. EE EACHEND ALL NECESSARY BRACINGS, SHORINGS, SHEET PILING OR OTHER CONCRETE STRUCTURES ACI 315 (LATEST EDITION), UNLESS WITH-#9 SIDE AND CROSS RODS IN WIDTH 2" LESS THAN WALL EF EACHEXPAFACE TEMPORARY SUPPORTS TO SAFEGUARD ALL EXISTING OR ADJACENT OTHERWISE NOTED. MINIMUM LAP FOR CONTINUOUS REINFORCING THICKNESS. PROVIDE ALL PREFABRICATED CORNERS AND TEE EW JOINT EACH WAY STRUCTURES AFFECTED BY THIS WORK. BARS TO BE 30 DIAMETERS OR 12" UNLESS NOTED. SECTIONS. UNLESS OTHERWISE SHOWN OR SPECIFIED, REINFORCE PRE -FABRICATED WOOD TRUSS NOTES EWB EACH WAY BOTTOM 4. STRUCTURAL CONCRETE SHALL BE POURED WITHIN THE FOLLOWING ALL MASONRY IN EVERY 2ND BLOCK COURSE. PROVIDE ADDITIONAL 2016127 / GNOTES -WOOD TRUSSES COL. ABOVE & E ELLEV. EACH WAY TOP ELEVATION FOUNDA11ONS TOLERANCES: REINFORCEMENT ABOVE AND BELOW 'OPENINGS FOR A MINIMUM OF 2'- PILE CAP ELECT ELECTRICAL 1. REFER TO NOTES UNDER FOUNDATION PLANS. 0' EACH SIDE OF ALL OPENINGS. 1. TRUSSES, BRACING, BRIDGING AND TRUSS -TO -TRUSS CONNECTORS SHALL BE DESIGNED BY 2'-6' as E-W EQ. EAST -WEST EQUAL 2. THE LINE OF SLOPE BETWEEN ADJACENT EXCAVATIONS FOR FOOTINGS VARIATION FROM PLUMB: 9. IN HOLLOW MASONRY UNIT CONSTRUCTION (EXTERIOR ONLY) EACH UNIT THE TRUSS MANUFACTURER TO SAFELY SUPPORT THE DESIGN LOADS GIVEN ON PLANS AND 1N �` �J EXIST. EXT. EXISTING EXTERIOR OR ALONG STEPPED FOOTINGS SHALL NOT EXCEED A RISE OF 7 IN A IN 10'-0" ...... ....... 1/4' CELL SHALL BE REINFORCED WITH AT' LEAST 1 #5 BAR AT ALL GENERAL NOTES, ABOVE. 1 -3 1-3 on RUN OF 10. MAXIMUM DEPTH OF ANY STEPPED FOOTING SHALL BE VARIATION FROM LEVEL IN TOPS OF FLOOR SLABS, CEILINGS AND CORNERS, ADJACENT TO OPENINGS OR AT 8'-0 ON CENTER MAXIMUM. TOTAL DEAD LOAD + LIVE LOAD = 55 PSF, MINIMUM, FOR ROOF TRUSSES: CL a C) 2'-0". BEAM SOFFITS: SUCH CELLS SHALL BE POURED SOLID AND TAMPED WITH 3000 PSI (AT TOP CHORD: DL = 20 PSF; LL = 20 PSF M Fe FAR FACE 3. CAP DEPTHS AND FOOTING ELEVATIONS SHOWN ON THE STRUCTURAL ,; . , 1/8' 28 DAYS) CONCRETE: THE REINFORCEMENT STRENGTH SHALL BE BOTTOM CHORD: DL = 5 PSF; LL = 10 PSF = � � / FDN. FOUNDAIION DRAWINGS ARE BASED UPON INFORMATION AVAILABLE AT THE TIME FOR EXPOSED LINTELS, SILLS; PARAPETS, HORIZONTAL GROOVES, 60,000 PSI. THE ABOVE REINFORCEMENT SHALL BE A MINIMUM. WIND LOAD SHALL BE CALCULATED IN ACCORDANCE WITH THE 2014 FBC ASCE 7-10. REFER TO 9 m Fr FLFIN FLRmRE° OF PREPARATION OF THE DESIGN. IF ACTUAL JOBSITE OR SOIL AND OTHER CONSPICUOUS LINES: REFER TO PLANS AND SECTIONS FOR SPECIFIC REQUIREMENTS (IF FOR WIND LOAD DESIGN CRITERIA TOTAL DEAD LOAD SHALL GENERAL NOTES ON THIS SHEET 0 N ) M �- FFTTG. -FMC FOOTING THEN CONDITIONS VARY FROM THOSE ASSUMED, THEN WRITTEN DIRECTIONS IN ANY BAY .. 1` 4" / GREATER THAN MINIMUM REQUIREMENTS FOR BAR SIZE, SPACING AND ) NOT EXCEED 10 PSF FOR CALCULATION OF NET WIND UPLIFT FORCES AND REACTIONS. 14'0 PILE FULL MOMENT CONNECTION MUST BE OBTAINED FROM THE ENGINEER RECORD BEFORE VARIATION OF THE LINEAR BUILDING LINES FROM THE ESTABLISHED ANCHORAGE. LIVE LOAD DEFLECTION SHALL NOT EXCEED SPAN / 360. _77 PROCEEDING NTH THE WORK. POSITION IN PLAN AND RELATED POSITION OF COLUMNS, WALLS AND 10. UNLESS OTHERWISE SHOWN OR SPECIFIED, PROVIDE STANDARD 90' 2. THE STRUCTURE HAS BEEN DESIGNED BASED ON THE TRUSS LAYOUT SHOWN ON THE 4. KEEP EXCAVATIONS CONTINUALLY DRY BEFORE CONCRETE IS POURED. PARTITIONS: BAR. ALTERNATE STRUCTURAL DRAWINGS. ANY DEVIATIONS FROM THAT LAYOUT SHALL BE BROUGHT TO THE CAP 2'-6' DEEP IF THE SOIL IS SOFTENED BY WATER, THE EXCAVATION SHALL BE THE BOTTOM -0F THE ANY BAY OF 20'-0 MAXIMUM .i :.::::.:. 1 4 / DRECTION OF HOOOKANTO SLABAORRBEAMRCING ATTENTION OF THE ENGINEER -OF -RECORD FOR REVIEW AND SHALL BE CLEARLY FLAGGED ON 1 PILE CAP EXTENDED BELOW THE SOFTENED MATERIAL AND IN ANY BAY GREATER THAN 40'-0" ........ 1/2" 11. UNLESS OTHERWISE SHOWN OR SPECIFIED, PROVIDE STANDARD 24 GAGE THE SHOP DRAWINGS. FOOTING LOWERED TO SUIT. VARIATION IN SIZE OF WALL AND FLOOR OPENINGS:.: +1/2"-0" GALVANIZED STEEL TIES AND/OR ANCHORS AT 16' O/C VERTICALLY 3. SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ENGINEER OF RECORD PRIOR TO FABRICATION VARIATION IN CROSS -SECTIONAL DIMENSIONS: WHERE BLOCK ABUTS OR FACES CONCRETE. OR ERECTION OF WOOD TRUSSES. AS A MINIMUM, SHOP DRAWINGS SHALL INDICATE BACKFILLING AND COMPACTION COLUMNS AND BEAMS .................... +1/2"-1 4" 12. EXPANSION AND CONTROL JOINTS IN MASONRY WALL SHALL BE REQUIREMENTS FOR BEARING LATERAL BRACING AND ANCHORAGE. INDICATE SIZE SPECIES 1. SLABS ON EARTH AND ALL STRUCTURAL ELEMENTS FRAMING INTO SLABS AND WALLS .................. + 1/4"-0'� PROVIDED AS REQUIRED BY ARCHITECT, SEE ARCHITECTURAL AD UM AND LOCATION, SIZE AND TYPE OF CONNECTORS. SHOW SPAN AND STRESS GRADE OF LUMBER; ER• A COL ABOVE & WALLS WHICH RETAIN EARTH MUST BE IN PLACE BEFORE VARIATION IN FOOTINGS AND PILE CAPS: DRAWINGS FOR DETAILS. PITCH, CONFIGURATION AND SPACING OF EACH TRUSS TYPE. SHOP DRAWINGS SHALL BEAR THE 2. BACKFILLING. TI UNLESS THE WALL IS ADEQUATELY AT GRADE WALL CONDITIONS, L Q PLAN DIMENSIONS +2"-1 2" ' " " / THICKNESS ..... 0" SIGNATURE AND SEAL OF THE FLORIDA-REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE PILE CAP SHORED, BACKFILL AND COMPACT EACH SIDE OF THE WALL ........,...,. VARIATION IN STEPS: 4. FOR THE DESIGN OF THE TRUSSES. BRACE TRUSS CHORD AND WEB MEMBERS IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS. 6'16' 3. SIMULTANEOUSLY. UNDER SLABS ON GRADE, REMOVE SOFT SPOTS AND FOREIGN, MATTER RISE .•....:.„ ................. +/- 1/8" NOTE THAT ADDITIONAL BRACING IS REQUIRED AT TRUSS BOTTOM CHORDS WHERE A RIGID 1'-3' 2'-0' 2'-0' V-3' I} IN THE SUB GRADE (WHERE SUB GRADE CONSISTS OF COMPACTED TREAD ........... +/- 1/4" """"' CEILING DIAPHRAGM IS NOT ATTACHED DIRECTLY TO THE TRUSSES m 0- FILL, REFER TO SPECIFIC NOTES ON THE STRUCTURAL DRAWINGS). 5. MINIMUM COMPRESSIVE STRENGTHS FOR'CONCRETE AT 28 DAYS SHALL d 5. DO NOT CUT, NOTCH OR DRILL TRUSS MEMBERS WITHOUT WRITTEN APPROVAL OF THE TRUSS W 4. BACKFILL FOR SLAB ON GRADE, FOOTING EXCAVATIONS AND BE AS NOTED ON THE STRUCTURAL DRAWINGS. SLUMPS SHALL BE 6. DESIGN ENGINEER: REMOVE AND REPLACE DAMAGED TRUSSES. REPAIR DAMAGED TRUSSES ONLY WITH THE m /1 / _; o CL TRENCHES ONLY WITH APPROVED MATERIAL CONSISTENT AT 4" +/= 1" UNLESS NOTED OTHERWISE. GREATER WRITTEN APPROVAL AND DIRECTION OF THE TRUSS DESIGN ENGINEER. SUBMIT COPIES OF I � Pa 5.- UNLESS SPECIFICALLY NOTED OTHERWISE, BACKFILUNG SHALL BE SLUMPS ARE NOT ACCEPTABLE. FOR READY MIX CONCRETE, THE N SUCH APPROVAL TO THE ENGINEER -OF -RECORD FOR REVIEW BEFORE PROCEEDING. ` / CARRIED OUT IN MAXIMUM 8' HIGH LIFTS OF LOOSE FILL AND MAXIMUM TIME PERMITTED BETWEEN ADDING MIX WATER AND 7. I CONNECT ROOF TRUSSES TO SUPPORTING FRAMING WITH APPROVED HURRICANE ANCHORS IN 7#5 SILL 14'0 PILES - D COMPACTED TO A MINIMUM OF 98% STANDARD PROCTOR DRY DENSITY. A MINIMUM DEPOSITING CONCRETE IN FORMS IS 90 MINUTES. GREATER TIME ACCORDANCE WITH THE FOLLOWING: 6. UNLESS NOTED PROVIDE UNDER .SLABS ON GRADE 6 6" SPANS ARE NOT ACCEPTABLE. PROVIDE AN APPROVED WATER TRUSS TO TRUSS CONNECTORS SHALL BE DESIGNED BY THE TRUSS MANUFACTURER. MIL POLYETHYLENE VAPOR BARRIER WITH A MINIMUM OF TAPED REDUCING ADMIXTURE IN ALL CONCRETE, CONFORMING TO ASTM EACH TRUSS SHALL BE ANCHORED TO SUPPORTING STRUCTURAL FRAMING IN ACCORDANCE LAPS ON A MINIMUM OF 6' OF COMPACTED GRANULAR MATERIAL CAP 2'-6' DEEP C260. ADMIXTURES SHALL CONFORM TO ASTM 1,494, AND BE USED WITH THE TRUSS ANCHORAGE SCHEDULE AND / OR DETAILS PROVIDED ON THE STRUCTURAL 2 PILE CAP COMPACTION TO ACHIEVE A MINIMUM OF 98% STANDARD PROCTOR DRY IN STRI CT ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS DENSITY. 6. UNLESS NOTED OTHERWISE, REINFORCING IN CONCRETE WALLS IS DRAWINGS. THE ANCHOR DESIGN IS BASED UPON THE TRUSS LAYOUT SHOWN ON THE BASED UPON VERTICAL CONSTRUCTION JOINTS AT A MAXIMUM STRUCTURAL DRAWINGS. NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES CAP SHOP DRAWINGS SPACING OF 30'-0". THE LOCATIONS OF ALL CONSTRUCTION JOINTS r F 0 DRAWINGS AS DIRECTED WITHIN 1. FOR ALL WORK, COPIES 0 SHOP IN WALL AND SLABS, NOT SHOWN ON THE DRAWINGS, SHALL BE � I I I PILE PILE. THE STRUCTURAL DOCUMENTS SHOWING COMPLETE INFORMATION FOR APPROVED BY THE ENGINEER BEFORE CONSTRUCTION. GENERALLY, I j ;I V-3' 2'-0' 2'-0' 1'-3 4' CLEAR THE FABRICATION AND ERECTION OF THE COMPLETE STRUCTURE JOINTS IN SLABS WILL BE AT RIGHT ANGLES TO THE SPANS AND BE L'I SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER OF RECORD. CLEAR OF SUPPORTS AND POINT LOADS. THE REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF THE 7, INSERTS, FRAME -OUTS, SLEEVES; BRACKETS, CONDUITS AND i, J 14"0 PILES - - RESPONSIBILITY OF FORESEEING THAT THE WORK IS COMPLETE; FASTENING DEVICES SHALL BE INSTALLED AS REQUIRED BY THE / ACCURATE AND IN CONFORMITY WITH THE STRUCTURAL DRAWINGS. DRAWINGS IN A MANNER THAT WILL NOT IMPAIR THE STRUCTURAL cam+- } -� - t I A z COLUMN CAPITAL ALL SHOP DRAWINGS SUBMITTED FOR REVIEW BY THE ENGINEER OF w t \ IF REWIRED. STRENGTH OF THE SYSTEM, BE SO INSTALLED THAT THEY WILL NOT" „ L rc n m / m b (SEE STRUCTURAL RECORD MUST HAVE BEEN PREVIOUSLY REVIEWED BY THE REQUIRE THE CUTTING, BENDING OR DISPLACEMENT OF THE I �' x "DRAWING$) CONTRACTOR AND SHALL CONTAIN THE CONTRACTOR'S "SHOP DRAWING REINFORCING OTHER THAN AS SHOWN ON THE TYPICAL DETAILS. III 4 1 ¢ m a00 REVIEW STAMP ON EACH SHEET AS WELL AS A SIGNATURE AND A ELECTRICAL CONDUIT SHALL NOT BE PLACED BELOW THE BOTTOM OR I s Ln � IF IS DATE REVIEWED. ABOVE THE TOP REINFORCING, SHALL NOT PASS THROUGH A LJ M GREATER THAN 3' COLUMN, SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN 1 /3 „ 1 d - a #8@8' BL USE A DOWEL THE SLAB THICKNESS OR WALL OR BEAM IN WHICH IT IS EMBEDDED, °III a CCaUMN. DOWEL SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS ON CENTER, 2'-6' THICK CAP SIZE SPACINGAND UNLESS APPROVED, AND HAVE A MINIMUM CONCRETE COVER OF 1". I / .__i.. 1 �_ i MATCH UPPER OPENINGS AND DRIVEN FASTENERS REQUIRED IN THE CONCRETE ;� / � / VERTICALS. AFTER THE CONCRETE IS PLACED SHALL BE APPROVED BY THE TOP of FRAMED - ENGINEER BEFORE PROCEEDING. STOP POUR SLAB 8. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR 1 V2" BELOW REQUIRED FINISH TO EXPOSED CONCRETE. ALL HONEY -COMBING COURSE SHALL BE CUT OUT AND FILLED IN AN APPROVED MANNER. HOLES LINE PILE CAP FOR FORM SEPARATORS SHALL BE FILLED. FLOOR FINISHES SHALL NORMAL REINFORCING BE AS REQUIRED BY THE ARCHITECTURAL DRAWINGS AND SHALL DISPLACED TO EITHER o CONFORM TO ACI 302: I SIDE OF OPENING SLOPE OF UP INCLINED OPENING 9. MAXIMUM WATER TO CEMENT RATIO'S SHALL BE AS FOLLOWS: � 144 TOP a BOTTOM PORTION NOTES BELOW) POoN SHALL 3000 PSI = .46 AIR ENTRAINED II TO 1B'X18' x 3'-0' LONGER (ADDED REINFORCING NOT EXCEED 58 NON -AIR ENTRAINED _ THAN OPENING SI IN 6 4000 PSI = .35 AIR ENTRAINED w MIN. LAP LENGTH - .44 NON -AIR ENTRAINED _ (SEE DRAWINGS) 5000 PSI = .35 AIR ENTRAINED \ / DOWELS FROM 1-#4 x 3'-6' LONG AP TO CONCRETE SHALL BE CONSIDERED AIR ENTRAINED IF AIR CONTENT / \ IN MIDDLE OF SLAB \ i (E DRAW NGSN IS 4% OR GREATER. W \ / AND NOTES BELOW) O LAP. STEEL 18' UNLESS ¢ THANINB LARGER IG-III-i= OTHERWISE NOTED 1-#4 x 3'-6' LONG EITHER DIRECTION 1-#4 TOP N BOTTOM TOP OF END. IN MIDDLE OF SLAB x 3O LONGER THAN OPENING HOLD CONSTRUCTION JOINT HOLE(MIN:) CLEAN -OUT FOR CELL FILL DOWN 2' REMOVE ALL OVERHANGING NOTES FROM TOP OF SLAB. . 1. WHERE BARS WOULD BE CUT OFF BY AN OPENING, DISPLACE BARS TO ETHER SIDE OF OPENING AND MORTAR AND DEBRIS FROM ADD BARS OF SAME SIZE AND SPACING AS REMAINDER OF REINFORCING 2. SEE PLANS FOR EXACT SIZE AND LOCATION OF OPENINGS. WITHIN CELL TO BE FILLED. 3. IF OPENINGS LARGER THAN r-O' WIDE ARE REWIRED AND ARE NOT SPECIFICALLY NOTED ON THE P SLEEVE THRU SLAB DRAWINGS THE ENGINEER MUST BE INFORMED SO THAT PROPER DETAILS CAN BE SUPPLED. 4 @ 4'-0' EVE U.O.N. NOTES. 4. UNLESS NOTED OTHERWISE OPENINGS SMALLER THAN 12NIV DO NOT REWIRE TRIMMER BARS. O/C POURED SLAB 1. SEE PLANS, SECTIONS AND NOTES FOR LOCATION(S) OF FILLED No a a d 1- #4 x 3'-8' LONG MIN. 1-#5 TOP & BOTTOM CELLS AND FOR REINFORCING. IN MIDDLE OF SUB 1. AT SLAB EDGE. 2. CONCRETE FOR FILLED CELLS: z STRENGTH = 3000 PSI MIN. @ 28 DAYS C #5 VERT. IN FILLED CELL MAX. AGGREGATE SIZE = Y8' O O O O 1-#4 IN MIDDLE OF SLAB 3. I @ 4'-0" O/C, WALL ENDS, SLUMP = Tt1" a M CORNERS AND SIDES OF SUBMIT MIX DESIGN FOR REVIEW BY THE ENGINEER. B DO NOT USE THE SAME MIX DESIGN AS FOR OPENINGS UNLESS" 5. OTHERWISE NOTED. OTHER CAST -IN -PLACE CONCRETE. 6. 3. NOTIFY ENGINEER FOR REVIEW PRIOR TO SEALING 'CLEAN -OUT' r-6 4'a�MIN. MAIN T HOLES. MIN. 6. 4. ALLOW MORTAR TO SET, 24 HOURS MINIMUM, PRIOR TO 9.S TYPICAL MASONRY ANCHORAGE FOR COMMENCING GROUTING. TYPICAL TRIMMING DETAIL EXTERIOR WALLS AT POURED SLABS MASONRY CLEAN -OUT DETAII _ OF OPENINGS IN SLAB \sta\ U34 TH STANDARD ABBREVIATIONS GA. GAUGE GALV. GALVANIZED GB GRADE BEAM H. (NOR.) ) HORIZONTAL HOG HOT DIP GALVANIZED HEF HORIZONTAL EACH FACE HIF HORIZONTAL INSIDE FACE HOF HORIZONTAL OUTSIDE FACE INT. INTERIOR INV. INVERT JT. JOINT JST. JOIST K KIPS L ANGLE LB. (4) POUNDS LL DYE LOAD LG LONG LLV LONG LEG VERTICAL LLH LONG LEG HORIZONTAL LONG. LONGITUDINAL MAX. MAXIMUM MECH'L MECHANICAL MEZZ. MEZZANINE MIN. MINIMUM MISC.. MISCELLANEOUS MOM. MOMENT M.C. MOMENT CONNECTION M.S.L. MEAN SEA LEVEL N-S NORTH -SOUTH N.T.S. NOT TO SCALE NO. (#) NUMBER OWSJ. OPEN WEB STEEL JOIST O/C ON CENTER Pl. PLATE PC PRECAST PROJ. PROJECTION PSI POUNDS PER SQUARE INCH PE POUNDS PER SQUARE FOOT PLF POUNDS PER UNEAL FOOT P.T. PRESSURE TREATED REF. REFERENCE REINF, REINFORCING REQ'D REQUIRED .REV. REVISION/REMSED CAP V-3' V-3' SDF STEP DOWN FOOTING SPEC. SPECIFICATIONS SST SQUARE STRUCTURAL TUBE ST. STEEL STD. STANDARD So. SQUARE SOL SUPERIMPOSED DEAD LOAD STRUCT. STRUCTURAL S.P.F. SPRUCE/PINE/FIR TEE THICKENED SLAB EDGE T TOP TLL TOP LOWER LAYER TML TOP MIDDLE LAYER TUL TOP UPPER LAYER TEMP. TEMPERATURE TYP. TYPICAL TRANS. TRANSVERSE TSF. TONS PER SQUARE FOOT TJ TIE MST T.O.D. TOP OF DECK T.O.S. TOP OF SLAB (TOP OF STEEL) U/S UNDERSIDE U.N.O UNLESS NOTED OTHERWISE V. (VERT.) VERTICAL VEF VERTICAL EACH FACE MF VERTICAL INSIDE FACE VOF VERTICAL OUTSIDE FACE WO. WOOD WP. WALL PLATE W VIDE FLANGE BEAM W.W.F. WELDED WIRE FABRIC W.W.M. WELDED WIRE MESH 2'-6' THICK CAP - m 00 14 0 PILES 1'-3' 2'-0° IAR DIAM. CAL) N.. 3' CLEAR 3 PILE CAP I I� L- DROP PANEL IF iVi' THE CLEAR REQUIRED (SEE COVER OVER DISTANCE STRUCTURAL TIES (TYPICAL BETWEEN DRAWING AND UNLESS NOTED VERTICAL BARS FLAT SLAB STRUCTURAL ON SHALL NOT BE TYPICAL DETAIL) STRUCTURAL LESS THAN THE DRAWINGS) GREATER OF: DOWELS FROM L)NQ' COLUMN INTO ALTERNATIVE Z)1.5 VERTICAL SLAB OR BEAM. BAR DIAMETERS (SEE TIE (PIN TIES STRUCTURAL ELIMINATED) THESE CLEAR STRUCDRAWITURAL DISTANCES MIN. LAP FOR ALSO APPLY TO MIN. LAP CIRCULAR TIE 714E CLEAR -LENGTH SEE DISTANCES DRAWINGS SHALL BE 36 BETWEEN A BAR DIAM. CONTACT LAP 4' FOR BARS SPLICE AND NOT CARRIED ADJACENT UP FOR SPLICES ON SPUCING BARS X ALTERNATE TIES MAY BE REDUCE SIZE TYPICAL TIE ARRANGEMENTS OMMITTED IF OF. TIES TO NOTE: SEE ALSO COLUMN SCHEDULE FOR DIMENSION 'X' SUIT INCLINED BAR ARRANGEMENTS NOT SHOWN (CLEAR BARS ABOVE. DISTANCE BETWEEN DOUBLE TIES VERTICALS) IS AT BOTTOM LESS THAN 6' OF INCLINED (TYPICAL) PORTION TIES SEE STRUCTURAL DRAWINGS -- MINIMUM LAP LENGTH DRAWINGS)0. i„ Tin Tl''i a i1. _� DOWELS FROM -L FOOTING TO SEE PILE III COLUMN (SEE CAP DETAIL DRAWINGS AND NOTES BELOW) FOR PILE CAP 3' CLEAR 3' CLEAR SIZE AND (TYPICAL) (TYPICAL) DEPTH SEE STRUCTURAL FOOTING ILE CAP FOUNDATION DRAWINGS SPREAD REINFORCEMENT AND GENERAL FOOTING FOUNDATION (SEE NOTES STRUCTURAL DRAWINGS) �E SPACING SHALL NOT EXCEED THE LEAST OF 1) 16 BAR DIAMETERS.11) 48 TIE DIAMETERS III) THE LEAST COLUMN DIMENSION OR IV) THE SPACING OVEN ON THE COLUMN SCHEDULE. TIES SHALL BE SO ARRANGED THAT EVERY CORNER AND ALTERNATE LONGITUDINAL BAR SHALL HAVE LATERAL SUPPORT PROVIDED BY THE ORNER OF A TIE HAVING AN INCUNED ANGLE OF NOT MORE THAN 135 DEGREES. NO BAR SHALL BE MORE THAN 6' FROM SUCH A LATERALLY SUPPORTED BAR. F CIRCULAR TIES ARE USED THE LAP SHALL BE A MINIMUM OF 36 TIE DIAMETERS TIES SHALL BE LOCATED VERTICALLY NOT MORE THAN HALF A TIE SPACING ABOVE THE FLOOR OR FOOTING, AND SHALL BE SPACED TO NOT ORE THAN HALF A TIE SPACING BELOW THE LOWEST HORIZONTAL REINFORCEMENT IN THE SLAB OR DROP PANEL ABOVE, EXCEPT THAT WHERE EAMS OR BRACKETS PROVIDE ENCLOSURE ON ALL SIDES OF THE COLUMN, THE TIES MAY BE TERMINATED NOT MORE THAN 3 INCHES BELOW E LOWEST REINFORCEMENT IN SUCH BEAMS OR BRACKETS. TIES MAY BE MADE OF INTERMEDIATE GRADE STEEL PLAIN BARS SHALL ONLY BE USED WITH PERMISSION FROM THE ENGINEER AND ACCORDING TO HIS INSTRUCTIONS. LAPPED SPUCES MAY BE REPLACED BY WELDING OR MECHANICAL DEVICES WITH APPROVAL FROM THE ENGINEER. DOWELS FROM FOOTINGS OR CAPS TO COLUMNS TO PROTECT EQUALLY ABOVE AND BELOW THE CONSTRUCTION JOINT UNLESS OTHERWISE SHOWN ON THE DRAWINGS. NUMBER AND SIZE OF DOWELS TO MATCH COLUMN 4011CALS UNLESS OTHERIESE NOTED ON DRAWINGS. REINFORCING TO BE DETAILED, BENT, PLACED AND SUPPORTED IN ACCORDANCE VATH THE MANUAL FOR DETAILING REINFORCED CONCRETE TRUCTURES ACI - 315 (LATEST EDITION). TYPICAL DETAIL OF CONCRETE COLUMN STIRLING & WILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright® 2018.Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 9 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 REVISIONS CHECKED BY _ BHS DATE 12-10-18 PLOT SCALE 4'4'=1'-0' THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE GENERAL NOTES SHEET NUMBER 934.1 GENERAL NOTES REINFORCED CONCRETE NOTES MASONRY NOTES WOOD FRAMING NOTES 2016127 / GNOTES -WOOD ' DESIGN 1. CONCRETE MATERIALS, MIXING, PREPARATION, TRANSPORTATION, THE FOLLOWING NOTES INDICATE ONLY THE MINIMUM REQUIREMENTS APPLICABLE i. THE STRUCTURE DESCRIBED ON THE STRUCTURAL DRAWINGS HAS BEEN HANDLING, CURING, FORMWORK, HOT AND COLD WEATHER PROCEDURES TO MASONRY CONSTRUCTION. ALSO SEE THE ARCHITECTURAL DRAWINGS AND 1. CONNECTIONS; MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2014 FLORIDA BUILDING DESIGNED TO COMPLY WITH THE 2014 FLORIDA BUILDING CODE. SHALL ALL CONFORM TO BUILDING CODE REQUIREMENTS FOR SPECIFICATIONS FOR REQUIREMENTS FOR MASONRY OTHER THAN STRUCTURAL. CODE, CHAPTER 23: WOOD CONSTRUCTION, AND TO THE 11MBER CONSTRUCTION MANUAL BY THE REFER TO THE NOTES UNDER THE PLANS FOR THE DESIGN REINFORCED CONCRETE ACI 318 (LATEST EDITION). AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. DEAD LOADS. 2. ALL SHORING/RESHORING SHALL BE DESIGNED BY A PROFESSIONAL 1. MASONRY CONSTRUCTION SHALL CONFORM TO FLORIDA BUILDING CODE, 2. NOTIFY ENGINEER OF RECORD AND ARCHITECT IF EXISTING CONDITIONS DEVIATE FROM THE ENGINEER REGISTERED IN THE STATE OF FLORIDA. SUBMIT LATEST EDITION UNLESS OTHERWISE NOTED. DETAILS SHOWN ON THE DRAWINGS. GENERAL FLORIDA P.E. SIGNED AND SEALED FORMWORK, SHORING AND 2. CONCRETE BLOCKS AND CONCRETE BRICKS SHALL CONFORM TO ASTM C90 3. WOOD FRAMING MATERIALS: i. REFER ALSO TO NOTES UNDER THE PLANS AND SCHEDULES ON THE RESHORING DRAWINGS FOR ALL FRAMED AND ELEVATED CONCRETE A AND ASTM C145, RESPECTIVELY. CONVENTIONAL FRAMING LUMBER: #2 SO. PINE, OR BETTER, UNLESS NOTED. STRUCTURAL DRAWINGS. FOR TYPICAL DETAILS, SEE STRUCTURAL MINIMUM OF ONE WEEK PRIOR TO POURING OF ANY CONCRETE BEAMS, 3. MASONRY WALLS SHALL BE CONSTRUCTED USING MODULAR UNITS AS PLYWOOD SHEATHING DRAWINGS. ALL CODES, MANUAL, STANDARDS AND SPECIFICATIONS SLABS, ETC... THE SHORING ENGINEER SHALL INFORM HIMSELF SHOWN ON THE ARCHITECTURAL DRAWINGS AND UNLESS A HIGHER MATERIAL: APA SPAN RATED SHEATHING; EXPOSURE 1; THICKNESS AS NOTED ON REFERRED TO SHALL BE THE LATEST EDITIONS INCLUDING ALL OF CURRENT SITE CONDITIONS, INCLUDING THE PROPOSED STRENGTH IS NOTED ON THE DRAWINGS OR SPECIFICATION, HOLLOW DRAWINGS REVISIONS AND ADDENDA. CONSTRUCTION SCHEDULE, THE iMPOSED CONSTRUCTION LOADS (AS UNITS SHALL HAVE A MINIMUM F'M OF i500 PSI AND SOLID UNITS NAILING: AS NOTED ON DRAWINGS. 2. ALL DIMENSIONS OTHER THAN PURELY STRUCTURAL DIMENSIONS NOTED ON THESE DOCUMENTS), THE TYPE AND CONDITION OF SHALL HAVE A MINIMUM F'M OF 1800 PSI. 4. ALL CONNECTORS, FASTENERS AND ANCHORS SPECIFIED ON THE DRAWINGS ARE PRODUCTS OF SHOWN ON THE STRUCTURAL DRAWINGS MUST BE CHECKED AGAINST SHORING/RESHORING EQUIPMENT, AS WELL AS SOIL AND WEATHER 4. MASONRY MORTAR SHALL CONFORM TO ASTM C270. UNLESS OTHERWISE SIMPSON-STRONGTIE, UNLESS NOTED. EQUIVALENT ALTERNATE PRODUCTS ARE ACCEPTABLE THE ARCHITECTURAL DRAWINGS AND ANY INCONSISTENCIES CONDITIONS. FORMWORK MAY NOT BE REMOVED AT ANY TIME PRIOR INDICATED ON THE STRUCTURAL DRAWINGS, ARCHITECTURAL SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. REPORTED IN WRITING TO THE ARCHITECT AND ENGINEER OF TO THE CONCRETE IN QUESTIONS REACHING A "PROVEN" DRAWINGS, THE SPECIFICATIONS OR AS' RECOMMENDED BY 5. WHERE CONNECTIONS HAVE NOT BEEN DETAILED ON PLAN, PROVIDE ALL FRAMING ANCHORS RECORD PRIOR TO PROCEEDING WITH THE WORK. STRUCTURAL COMPRESSIVE STRENGTH OF 75% OF THE SPECIFIED 28 DAY MANUFACTURER, MORTAR SHALL BE TYPIE S MORTAR. AND CONNECTORS AS REQUIRED TO TRANSFER THE DESIGN LOADS AS SHOWN. UNLESS NOTED DRAWINGS MUST NOT BE SCALED. CONCRETE STRENGTH. THE DRAWINGS TO BE SUBMITTED SHALL 5. MASONRY GROUT SHALL COMPLY WITH TI.E FINE GROUT REQUIREMENTS OTHERWISE THE CONNEC1ONS SHALL BE DETAILED TO DEVELOP THE FULL CAPACITY OF THE 3. OPENINGS, TRENCHES, PITS, EQUIPMENT BASES AND MECHANICAL INCLUDE SPECIFIC PROVISIONS FOR ADEQUATE MUDSILLS AND OF ASTM C476. THE SLUMP SHALL BE 17"f1" AND THE MINIMUM CONNECTED MEMBERS. EQUIPMEN , WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE LATERAL BRACING. THE ENGINEER RESPONSIBLE FOR THE DESIGN COMPRESSIVE STRENGTH SHALL BE 3000 PSI AT 28 DAYS. 6. PRESERVATIVE' TREATED WOOD: ALL EXPOSED EXTERIOR WOOD, ALL WOOD IN CONTACT WITH INDICATED ONLY APPROXIMATELY AS TO SIZE AND LOCATION. OF SHORING/RESHORING SHALL ACCEPT RESPONSIBILITY FOR 6. BEAMS, LINTELS OR BASE PLATES BEARING ON MASONRY WALLS SHALL MASONRY OR CONCRETE, AND WHERE NOTED (P.T.) ON PLANS, SHALL BE PRESERVATIVE REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS INSPECTION OF THE SHORING/RESHORING INSTALLATION EITHER HAVE A MINIMUM BEARING OF 8" UNLESS OTHERWISE NOTED. BEARING TREATED IN ACCORDANCE WITH AWPA STANDARD U1. PROVIDE PRESERVATIVE AT RETENTION FOR LOCA ONS,SIZES OF EQUIPMENT, OPENINGS, PITS, TRENCHES, PERSONALLY OR BY HIS QUALIFIED AGENT. REPORTS OF SUCH SHALL BE ON SOLID BLOCK LAID IN CEMENT MORTAR. ALL JOINTS LEVELS APPROPRIATE FOR THE PRESERVATIVE PRODUCT USED, PER AWPA USE CATEGORIES AS BASES, S MPS, SLEEVES, DEPRESSIONS, GROOVES AND CHAMFERS INSPECTIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD ARE TO BE FULLY FILLED WITH MORTAR.' THIS SHALL BE DONE FOR FOLLOWS: NOT INDIC TED ON THE STRUCTURAL DRAWINGS. AND THE ENFORCING AGENCY UPON REQUEST. PROVIDE SLAB AND A MINIMUM LENGTH EQUAL TO TWICE THE LENGTH OF BEARING, I.E.- USE CATEGORY UC3B: EXPOSED, ABOVE GROUND. 4. UNLESS SPECIFICALLY NOTED OTHERWISE ON THE STRUCTURAL BEAM FORMS WITH AN UPWARD CAMBER OF i/4" PER 10'-0" OF 16" SYMMETRICAL ABOUT CENTER OF BEARING AND A DEPTH EQUAL TO USE CATEGORY UC4A: EXPOSED, IN CONTACT WITH GROUND, CONCRETE, AND FRESH WATER. DRAWINGS NO PROVISION HAS BEEN MADE IN THE DESIGN FOR SPAN, AND UPLIFT ENDS OF CANTILEVER BEAM OR SLAB FORMS 1/4" THE LENGTH OF BEARING (MINIMUM 8").' IF HOLLOW BLOCKS ARE TREAT FIELD CUTS AND HOLES WITH PRESERVATIVE SEALER. CONDITIONS OCCURRING DURING CONSTRUCTION. THE CONTRACTOR PER 8'-0" OF CANTILEVER LENGTH. USED, THE VOIDS SHALL BE FILLED WITH TYPE S MORTAR. ALL HARDWARE AND FASTENERS IN CONTACT WITH TREATED LUMBER SHALL BE CORROSION IS TO PR VIDE ALL NECESSARY BRACINGS AND SHORING REQUIRED 3. REINFORCING STEEL, UNLESS SPECIFICALLY NOTED OTHERWISE 7. AT THE TOP OF LOAD BEARING MASONRY WALLS PROVIDE A "KNOCK- RESISTANT: FOR STRESSES AND INSTABILITY OCCURRING FROM ANY CAUSE SHALL BE DEFORMED BARS CONFORMING TO ASTM. A615, WITH A OUT" COURSE FILLED SOLID WITH 3000 PSI (AT 28 DAYS) CONCRETE. HOT -DIP GALVANIZED FOR PROTECTED EXPOSURE DURING CONSTRUCTION. THE CONTRACTOR SHALL ACCEPT FULL MINIMUM YIELD STRESS OF 60,000 PSI. REINFORCING SHALL BE SEE PLANS AND SECTIONS FOR FULL DETAILS. STAINLESS STEEL FOR POTENTIALLY WET EXPOSURE RESPONSIBILITY FOR ALL SUCH MEASURES. SO DETAILED, BENT, PLACED AND SUPPORTED AS TO CONFORM TO 8. UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICATIONS, 7. FASTEN BUILT-UP WOOD JOIST, BEAM AND STUD SECTIONS TOGETHER WITH MINIMUM OF 2 ROWS 5. 1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED PROVIDE GALVANIZED CONTINUOUS "LADDER TYPE" REINFORCEMENT OF 12D NAILS, PER PLY, AT 12"ON CENTER UNLESS. NOTED OTHERWISE ON PLANS OR DETAILS. ALL NECESSARY BRACINGS, SHORINGS, SHEET PILING OR OTHER CONCRETE STRUCTURES ACI 315 (LATEST EDITION), UNLESS WITH #9 SIDE AND CROSS RODS IN WIDTH 2" LESS THAN WALL TEMPORARY SUPPORTS TO SAFEGUARD ALL EXISTING OR ADJACENT OTHERWISE NOTED. MINIMUM LAP FOR CONTINUOUS REINFORCING THICKNESS. PROVIDE ALL PREFABRICATED CORNERS AND TEE STRUCTURES AFFECTED BY THIS WORK. BARS TO BE 30 DIAMETERS OR 12" UNLESS NOTED. SECTIONS. UNLESS OTHERWISE SHOWN OR SPECIFIED, REINFORCE PRE -FABRICATED WOOD TRUSS NOTES 4. STRUCTURAL CONCRETE SHALL BE POURED WITHIN THE FOLLOWING ALL MASONRY IN EVERY 2ND BLOCK COURSE. PROVIDE ADDITIONAL- 2016127 / GNOTES -WOOD TRUSSES FOUNDATIONS TOLERANCES: REINFORCEMENT ABOVE AND BELOW OPENINGS FOR A MINIMUM OF 2'- L REFER TO NOTES UNDER FOUNDATION PLANS. EACH SIDE OF ALL OPENINGS. 1. TRUSSES, BRACING; BRIDGING AND TRUSS -TO -TRUSS CONNECTORS SHALL BE DESIGNED BY 2. THE LINE F SLOPE BETWEEN ADJACENT EXCAVATIONS FOR FOOTINGS VARIATION FROM PLUMB 90" . IN HOLLOW MASONRY UNIT CONSTRUCTION (EXTERIOR ONLY) EACH UNIT THE TRUSS MANUFACTURER TO SAFELY SUPPORT THE DESIGN LOADS GIVEN ON PLANS AND IN ALONG OR A LONG STEPPED FOOTINGS SHALL NOT EXCEED A RISE OF N A IN 10'-0 ............................... 1/4" CELL SHALL BE REINFORCED WITH AT LEAST 1 #5 BAR AT ALL GENERAL NOTES, ABOVE. RUN 1 MAXIMUM DEPTH OF ANY STEPPED FOOTING SHALL BE VARIATION FROM LEVEL IN TOPS OF FLOOR SLABS, CEILINGS AND CORNERS, ADJACENT TO OPENINGS OR AT 8'-0" ON CENTER MAXIMUM. TOTAL DEAD' LOAD + LIVE LOAD = 55 PSF, MINIMUM, FOR ROOF TRUSSES: 2'-0". BEAM SOFFITS SUCH CELLS SHALL BE POURED SOLID AND TAMPED WITH 3000 PSI (AT TOP CHORD: DL = 20 PSF; ILL = 20 PSF 3. CAP DEPTf)S AND FOOTING ELEVATIONS SHOWN ON THE STRUCTURAL IN 10'-0 ........... 1/8" 28 DAYS) CONCRETE. THE REINFORCEMENT STRENGTH SHALL BE BOTTOM CHORD: DL = 5 PSF; LL = 10 PSF DRAWINGS ARE BASED UPON INFORMATION AVAILABLE AT THE TIME FOR EXPOSED LINTELS; SILLS, PARAPETS, HORIZONTAL GROOVES, 60,000 PSI. THE ABOVE REINFORCEMENT SHALL BE A MINIMUM. WIND LOAD SHALL BE CALCULATED IN ACCORDANCE WITH THE 2014 FBC /' ASCE 7-10. (REFER TO OF PREPARATION OF THE DESIGN. IF ACTUAL JOBSITE OR SOIL AND OTHER CONSPICUOUS LINES: REFER TO PLANS AND SECTIONS FOR SPECIFIC REQUIREMENTS (IF GENERAL NOTES ON THIS SHEET FOR WIND LOAD DESIGN CRITERIA) TOTAL DEAD LOAD SHALL CONDITION3 VARY FROM THOSE ASSUMED, THEN WRITTEN DIRECTIONS IN ANY BAY ................................ 1/4" GREATER THAN MINIMUM REQUIREMENTS) FOR BAR SIZE, SPACING AND NOT EXCEED 10 PSF FOR CALCULATION OF NET WIND UPLIFT FORCES AND REACTIONS. MUST BE OBTAINED FROM THE ENGINEER OF RECORD BEFORE VARIATION' OF THE LINEAR BUILDING INES FROM THE ESTABLISHED ANCHORAGE. LIVE LOAD DEFLECTION SHALL NOT EXCEED SPAN / 360. PROCEEDING WITH THE WORK. POSITION IN PLAN AND 'RELATED POSITION OF COLUMNS, WALLS AND 10. UNLESS OTHERWISE SHOWN OR SPECIFIED, PROVIDE STANDARD 90° 2. THE STRUCTURE HAS BEEN DESIGNED BASED ON THE TRUSS LAYOUT SHOWN ON THE 4. KEEP EXCAVATIONS CONTINUALLY DRY BEFORE CONCRETE IS POURED. PARTITIONS: HOOK AT TOP OF EACH VERTICAL REINFORCING BAR. ALTERNATE STRUCTURAL DRAWINGS. ANY DEVIATIONS FROM THAT LAYOUT SHALL BE BROUGHT TO THE IF THE SOL IS SOFTENED BY WATER, THE EXCAVATION SHALL BE IN ANY BAY OF 20'-0" MAXIMUM 1/4" '"" DIRECTION OF HOOK INTO SLAB OR BEAM. EXTENDED BELOW THE SOFTENED MATERIAL AND THE BOTTOM OF THE IN ANY BAY GREATER THAN 40 0' 1/2 11. UNLESS OTHERWISE SHOWN OR SPECIFIED; PROVIDE STANDARD 24 GAGE ATTENTION OF THE ENGINEER -OF -RECORD FOR REVIEW AND SHALL BE CLEARLY FLAGGED ON FOOTING ,LOWERED TO SUIT: ' ,.. ..... VARIATLON TN SIZE OF WALL AND FLOOR OPENINGS: .. +1/2"-0" GALVANIZED STEEL TIES AND OR ANCHORS AT 16" O/C VERTICALLY / 3. THE SHOP DRAWINGS SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ENGINEER OF RECORD PRIOR TO FABRICATION BACKFILLING AND COMPACTION VARIATION IN CROSS -SECTIONAL DIMENSIONS: WHERE BLOCK ABUTS OR FACES CONCRETE. OR ERECTION OF WOOD TRUSSES. AS A MINIMUM, SHOP DRAWINGS SHALL INDICATE (EARTH FRAMING COLUMNS AND BEAMS .................. +1/2"-1/4" 12. EXPANSION AND CONTROL JOINTS IN MASONRY WALL SHALL BE REQUIREMENTS FOR BEARING,; LATERAL BRACING AND ANCHORAGE. INDICATE SIZE, SPECIES i. SLABS S ON AND ALL STRUCTURAL ELEMENTS INTO SLABS AND WALLS ................. + 1/4"-0" PROVIDED AS REQUIRED BY ARCHITECT. SEE ARCHITECTURAL AND STRESS GRADE OF LUMBER; AND, LOCATION, SIZE AND TYPE OF CONNECTORS. SHOW SPAN, WALLS WH CH RETAIN EARTH MUST BE IN PLACE BEFORE VARIATION IN FOOTINGS AND PILE CAPS. DRAWINGS FOR DETAILS. PITCH, CONFIGURA11ON AND SPACING OF EACH TRUSS TYPE. SHOP DRAWINGS SHALL BEAR THE 2. BACKFILLI AT GRADE G WALL CONDITIONS, UNLESS THE WALL IS ADEQUATELY „ +2"-1 2" PLAN DIMENSIONS / ' SIGNATURE AND SEAL OF THE FLORIDA-REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE SHORED, ACKFILL AND COMPACT EACH SIDE OF THE WALL THICKNESS ....... -0" FOR THE DESIGN OF THE TRUSSES, SIMULTANEOUSLY. VARIATION IN STEPS: 4. BRACE TRUSS CHORD AND WEB MEMBERS IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS. 3. UNDER SLABS ON GRADE, REMOVE SOFT SPOTS AND FOREIGN MATTER _ RISE ...,.... +/ 1/8" NOTE THAT ADDITIONAL BRACING IS REQUIRED AT TRUSS BOTTOM CHORDS WHERE A RIGID IN THE SUB GRADE (WHERE SUB GRADE CONSISTS OF COMPACTED TREAD :, +/- 1/4, CEILING DIAPHRAGM IS NOT ATTACHED DIRECTLY TO THE TRUSSES. FILL, REFER TO SPECIFIC NOTES ON THE STRUCTURAL DRAWINGS). 5. MINIMUM COMPRESSIVE STRENGTHS FOR CONCRETE AT 28 DAYS SHALL 5. DO NOT CUT, NOTCH OR DRILL TRUSS MEMBERS WITHOUT WRITTEN APPROVAL OF THE TRUSS 4. BACKFILL OR SLAB ON GRADE, FOOTING EXCAVATIONS AND BE AS NOTED ON THE STRUCTURAL DRAWINGS. SLUMPS SHALL BE DESIGN ENGINEER. TRENCHES ONLY WITH APPROVED MATERIAL. AT " _ CONSISTENT 4 +/ 1" UNLESS NOTED OTHERWISE. GREATER 6. T TH REMOVE AND REPLACE DAMAGED TRUSSES. REPAIR DAMAGED TRUSSES ONLY WITH E 5. UNLESS S ECIFICALLY (NOTED OTHERWISE; BACKFILLING SHALL BE SLUMPS ARE NOT ACCEPTABLE. FOR 'READY MIX'- CONCRETE, THE WRITTEN APPROVAL AND DIRECTION OF THE TRUSS DESIGN ENGINEER. SUBMIT COPIES OF I CARRIED CUT IN MAXIMUM 8' HIGH LIFTS OF LOOSE FILL AND MAXIMUM TiME PERMITTED BETWEEN ADDING MIX WATER AND SUCH APPROVAL TO THE ENGINEER -OF -RECORD FOR REVIEW BEFORE PROCEEDING. ! COMPACTED TO A MINIMUM OF 98% STANDARD PROCTOR DRY DENSITY. DEPOSITING CONCRETE IN FORMS IS 90 MINUTES. GREATER TIME 7. CONNECT ROOF TRUSSES TO SUPPORTING FRAMING WITH APPROVED HURRICANE ANCHORS IN 6. UNLESS NOTED OTHERWISE, PROVIDE UNDER SLABS ON GRADE A 6 SPANS ARE NOT ACCEPTABLE. PROVIDE AN APPROVED WATER- ACCORDANCE WITH THE FOLLOWING MIL POLYETHYLENE VAPOR BARRIER WITH A MINIMUM OF 6" TAPED REDUCING ADMIXTURE IN ALL CONCRETE, CONFORMING TO ASTM TRUSS TO TRUSS CONNECTORS SHALL BE DESIGNED BY THE TRUSS MANUFACTURER. LAPS, ON A MINIMUM OF 6" OF COMPACTED GRANULAR MATERIAL C260. ADMIXTURES SHALL CONFORM TO ASTM C494, AND BE USED EACH TRUSS SHALL BE ANCHORED TO SUPPORTING' STRUCTURAL FRAMING IN ACCORDANCE COMPACT( N TO ACHIEVE A MINIMUM OF 98% STANDARD PROCTOR DRY - IN STRICT ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. �, WITH THE TRUSS ANCHORAGE SCHEDULE AND /OR DETAILS PROVIDED ON THE STRUCTURAL DENSITY, 6. UNLESS NOTED OTHERWISE, REINFORCING IN CONCRETE WALLS IS DRAWINGS. THE ANCHOR BASED UPON THE TRUSS LAYOUT SHOWN ON THE DESIGN BASED UPON VERTICAL .CONSTRUCTION JOINTS AT A MAXIMUM STRUCTURAL DRAWINGS. NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES. TH CAP SHOP DRAWING SPACING OF 30'-0'. THE LOCATIONS OF ALL CONSTRUCTION JOINTS 1. FOR ALL WORK, THE STRUCTURAL COPIES OF SHOP DRAWINGS AS DIRECTED WITHIN DOCUMENTS SHOWING COMPLETE INFORMATION FOR IN WALL AND SLABS, NOT SHOWN ON THE DRAWINGS, SHALL BE PILE APPROVED BY THE ENGINEER BEFORE CONSTRUCTION. GENERALLY, i'-3" 2'-0' 2'-0' THE FABRICATION AND ERECTION OF THE COMPLETE STRUCTURE JOINTS IN SLABS WILL BE AT RIGHT ANGLES TO THE SPANS AND BE PILE SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER OF RECORD. CLEAR OF SUPPORTS AND POINT LOADS, THE REVIEN SHALL NOT RELIEVE THE CONTRACTOR OF THE 7. INSERTS, FRAME -OUTS, SLEEVES, BRACKETS, CONDUITS AND 1 RESPONSIBILITY OF FORESEEING THAT THE WORK IS COMPLETE, FASTENING DEVICES SHALL BE INSTALLED AS REQUIRED BY THE ACCURATE AND IN CONFORMITY WITH THE STRUCTURAL DRAWINGS, DRAWINGS IN A MANNER THAT WILL NOT IMPAIR THE STRUCTURAL ` ALL SHOP RECORD MUST DRAWINGS SUBMITTED FOR REVIEW BY THE ENGINEER OF HAVE BEEN PREVIOUSLY REVIEWED BY THE "SHOP STRENGTH OF THE SYSTEM, BE SO INSTALLED THAT THEY WILL NOT REQUIRE THE CUTTING BENDING OR DISPLACEMENT OF THE k'I w nl b M co CONTRACT DR AND SHALL CONTAIN THE CONTRACTOR'S DRAWING REINFORCING OTHER THAN AS SHOWN ON THE TYPICAL DETAILS. H uj W a 0- ¢ v CU Go REVIEWS MP" ON EACH SHEET AS WELL AS A SIGNATURE AND A ELECTRICAL CONDUIT SHALL NOT BE PLACED BELOW THE BOTTOM OR j ;,I ' o m CL Lo III Go DATE REVIEWED. ABOVE THE TOP REINFORCING, SHALL NOT PASS THROUGH A r nl �- COLUMN, SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN i/3 `r a aI #8@8' BL THE SLAB THICKNESS OR WALL OR BEAM IN WHICH IT IS EMBEDDED, O SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS ON CENTER, UNLESS APPROVED, AND HAVE A MINIMUM CONCRETE COVER OF 1". S OPENINGS AND DRIVEN FASTENERS REQUIRED IN THE CONCRETE `- AFTER THE CONCRETE IS PLACED SHALL BE APPROVED BY THE :POUR ENGINEER BEFORE PROCEEDING. STOP 8. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR 1VY BELOW REQUIRED FINISH TO EXPOSED CONCRETE. ALL HONEY -COMBING COURSE SHALL BE CUT OUT AND FILLED IN AN APPROVED MANNER. HOLES LINE 4 PILE CAP FOR FORM SEPARATORS SHALL BE FILLED. FLOOR FINISHES SHALL NORMAL REINFORCING BE AS REQUIRED BY THE ARCHITECTURAL DRAWINGS AND SHALL o DISPLACED To EITHER CONFORM TO ACI 302. SIDE OF OPENING 9. MAXIMUM WATER TO CEMENT RATIO'S SHALL BE AS FOLLOWS: OPENING UP 1-114 TOP & BOTTOM 3000 PSI = .46 AIR ENTRAINED U TO 18'x18' x 3'-0' LONGER ADDED REINFORCING (SEE NOTES BELOW) .58 NON -AIR ENTRAINED _ THAN OPENING 4000 PSI = .35 AIR ENTRAINED .44 NON -AIR ENTRAINED Ld 5000 PSI = .35 AIR ENTRAINED � � / 1-q4 x 3'-8' LONG CONCRETE SHALL BE CONSIDERED AIR ENTRAINED IF AIR CONTENT 0 w / \ IN MIDDLE OF SLABCL / IS 4% OR GREATER. LAP STEEL 18' UNLESS OTHERWISE NOTED. HOLD CONSTRUCTION JOINT FOR CELL FILL DOWN 2' FROM TOP OF SLAB. " 4" 0 SLEEVE THRU SLAB a PO RED SLAB @ 4'-0" O/C U.O.N. MIN. 1-#5 TOP & BOTTOM AT SLAB EDGE. o #5 VERT. IN FILLED CELL ry @ 4'-0' 0/C, WALL ENDS CORNERS AND SIDES OF a OPENINGS UNLESS OTHERWISE NOTED. ai Z -I��, TOPICAL MASONRY ANCHORAGE FOR EXTERIOR WALLS AT POURED SLABS 0 N O M IL TOP OF END. J 77, 3"x3'(MIN.) CLEAN -OUT HOLE. REMOVE ALL OVERHANGING MORTAR AND DEBRIS FROM WITHIN CELL TO BE FILLED. NOTES: 1. SEE PLANS, SECTIONS AND NOTES FOR LOCATiON(S) OF FILLED CELLS AND FOR REINFORCING. 2. CONCRETE FOR FILLED CELLS: STRENGTH = 3000 PSI MIN. @ 28 DAYS MAX. AGGREGATE SIZE = Ys' SLUMP = 7'±l' SUBMIT MIX DESIGN FOR REVIEW BY THE ENGINEER. DO NOT USE THE SAME MIX DESIGN AS FOR OTHER CAST -IN -PLACE CONCRETE. 3. NOTIFY ENGINEER FOR REVIEW PRIOR TO SEALING 'CLEAN-OU I, HOLES. 4. ALLOW MORTAR TO SET, 24 HOURS MINIMUM, PRIOR TO COMMENCING GROUTING. MASONRY CLEAN -OUT DETAIL OPENING LARGER THAN 18' IN 1-1L4 x 3-6 LONG EITHER DIRECTION IN MIDDLE OF SLAB NOTES: 1. WHERE BARS WORD BE CUT OFF BY AN OPENING, DISPLACE BARS TO EITHER SIDE OF OPENING AND ADD BARS OF SAME SIZE AND SPACING AS REMAINDER OF REINFORCING. 2. SEE PLANS FOR EXACT SIZE AND LOCATION OF OPENINGS. 3. IF OPENINGS LARGER THAN 1'-0' WIDE ARE REWIRED AND ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS THE ENGINEER MUST BE INFORMED SO THAT PROPER DETAILS CAN BE SUPPUED. 4. UNLESS NOTED OTHERWISE. CPENNGS SMALLER THAN 12'42' DO NOT REQUIRE TRIMMER BARS. 1-414 TOP & BOTTOM x 3'-0' LONGER THAN OPENING. O O O 0101 IN MIDDLE OF SLAB 4' DEAR MIN. p-6, MIN. TYP-) MIN. TYPICAL TRIMMING DETAIL OF OPENINGS IN SLAB COL. ABOVE & PILE CAP 2'-6'� at O CL m Q U J W / p J_ 1 CL ) ELL 14'0 PILE CAP 2'-6'' DEEP 1 PILE CAP COL'ABOVE & PILE CAP 6 -6 A. BOLT (A.B.) ANCHOR BOLT ADJ. ADJUSTABLE ARCH'L - ARCHITECTURAL AIFB ASPHALT IMPREGNATED FIBRE BOARD B. (BOT.) BOTTOM BEW BOTTOM EACH WAY BLL BOTTOM LOWER LAYER BML BOTTOM MIDDLE LAYER BUL BOTTOM UPPER LAYER BLDG BUILDING BM BEAM B. PL (B.P.) BASE PLATE CENTER TO CENTER VC �{ CENTERLINE CANT. CAN TILEVER COL COLUMN GONG CONCRETE CONST. CONSTRUCTION CONT. CONTINUOUS C.J. CONTROL JOINT CONST. Jr. CONSTRUCTION JOINT C.A. COLUMN ABOVE DIAG. DIAGONAL 0 (DIA.) DIAMETER D. FIR DOUGLAS FIR DIM DIMENSION DJ DOUBLE JOIST D.L. DEAD LOAD do DITTO DWG. DRAWING DWL DOWEL OT DOUBLE TEE EA. EACH EE EACH END EF EACH FACE EJ EXPANSION JOINT EW EACH WAY EWB EACH WAY BOTTOM EWT EACH WAY TOP ELEV. ELEVATION ELECT. ELECTRICAL E-W EAST -WEST EQ. EQUAL EXIST. EXISTING EXT. EXTERIOR FF FAR FACE FDN. FOUNDATION FIN. FINISHED FL FLOOR FTG. FOOTING FMC FULL MOMENT CONNECTION M � I oa m < U O J W p v a CL V - 14 0 PILES 2'-6' DEEP M STANDARD ABBREVIATIONS GA. GAUGE GALV GALVANIZED GB GRADE BEAM H. (HOR.) HORIZONTAL HDG HOT DIP GALVANIZED HEF HORIZONTAL EACH FACE HIF HORIZONTAL INSIDE FACE HOF HORIZONTAL OUTSIDE FACE INT.. INTERIOR INV. INVERT Jr. JOINT .ST. JOIST K KIPS L ANGLE LB. (M) POUNDS L.L. LIVE LOAD LG. LONG LLV LONG LEG VERTICAL LLH LONG LEG HORIZONTAL LONG. LONGITUDINAL MAX. MAXIMUM MECH'L MECHANICAL MEZZ. MEZZANINE MIN. MINIMUM MISC. MISCELLANEOUS MOM. MOMENT M.C. MOMENT CONNECTION M.S.L MEAN SEA LEVEL N-S NORTH -SOUTH N.T.S. NOT TO SCALE NO. (A) NUMBER OWSJ OPEN WEB STEEL JOIST O/C ON CENTER PL PLATE PC PRECAST PROJ. PROJECTION PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT PLF POUNDS PER UNEAL FOOT P.T. PRESSURE TREATED REF. REFERENCE REINF. REINFORCING REWD REQUIRED REV. REVISION/REVISED 4 BAR DIAM. W-6' MIN. TYPICAL) 4' CLEAR 3' CLEAR -14'0 PILES - --- -- - -- COLUMN CAPITAL DROP PANEL IF b IF REQUIRED. REWIRED (SEE m i (SEE STRUCTURAL STRUCTURAL DRAWINGS) DRAWING AND FLAT SLAB TYPICAL DETAIL) IF COLUMN OFFSET IS DOWELS FROM WEAEER THAN 3' COLUMN INTO USE A DOWEL SLAB OR BEAM. FROM LOWER COLUMN. DOWEL STRUCTURAL - 2'-6' THICK CAP SIZE AND DRAWINGS) SPACING TO MATCH UPPER - MIN. LAP VERTICALS. LENGTH (SEE DRAVAN TOP OF FRAMED 4, SLAB R-4L SLOPE OF VD01 INCLINED Sul PORTION SHALL NOT EXCEEDI 1 IN 6 MIN. LAP LENGTH(SEE DRAWINGS) PORI DOWELS FROM TIES CAP TO COLUMN (SEE DRAWINGS `• AND NOTES BELOW) III III=T'i= " n- -71 "T= III „- SEE F P; Z� CAP t FOR P SIZE A DEPTH STRUC PILE CAP FOUNDATION DRAW4 AND G NOTES NOTES 1. TIE SPACING SHALL NOT EXCEED THE LEAST OF 1) SPACING GIVEN ON THE COLUMN SCHEDULE. 2. TIES SHALL BE SO ARRANGED THAT EVERY CORNER CORNER OF A TIE HAVING AN INCLINED ANGLE OF N SUPPORTED BAR. 3. IF CIRCULAR TIES ARE USED THE LAP SHALL BE A 4. TIES SHALL BE LOCATED VERTICALLY NOT MORE THI MORE THAN HALF A TIE SPACING BELOW THE LOWES BEAMS OR BRACKETS PROVIDE ENCLOSURE ON ALL E THE LOWEST REINFORCEMENT IN SUCH BEAMS OR BR 5. TIES MAY BE MADE OF INTERMEDIATE GRADE STEEL 6. PLAIN BARS SHALL ONLY BE USED WITH PERMISSION 7. LAPPED SPLICES MAY BE REPLACED BY WELDING OR 8. DOWELS FROM FOOTINGS OR CAPS TO COLUMNS TO SHOWN ON THE DRAWINGS. NUMBER AND SIZE OF DO 9. REINFORCING TO BE DETAILED, BENT, PLACED AND SI STRUCTURES ACI - 315 (LATEST EDITION). TYPICAL DE C CAP SDF STEP DOWN FOOTING SPEC. SPECIFICATIONS SST SQUARE STRUCTURAL TUBE ST. STEEL STD. STANDARD SQ. SQUARE SOL SUPERIMPOSED DEAD LOAD STIUCT. STRUCTURAL S.P.F. SPRUCE/PINE/FIR TSE THICKENED SLAB EDGE T TOP TLL TOP LOWER LAYER TML TOP MIDDLE LAYER TUL TOP UPPER LAYER TEMP. TEMPERATURE TYP. TYPICAL TRANS. TRANSVERSE TSF. TONS PER SQUARE FOOT TJ TIE JOIST T.O.D. TOP OF DECK T.O.S. TOP OF. SLAB (TOP OF STEEL) U/S UNDERSIDE U.N.O UNLESS NOTED OTHERWISE V. (VERT.) VERTICAL VEF VERTICAL EACH FACE WF VERTICAL INSIDE FACE VOF VERTICAL OUTSIDE FACE WD. WOOD WP. WALL PLATE W WIDE FLANGE BEAM W.W.F. WELDED WIRE FABRIC W.W.M. WELDED WIRE MESH 2'-6' THICK CAP f ---------. ----- 7mm T x #8@8r BUL 1 T 14'0 PILES 3 PILE CAP 174' - THE CLEAR COVER OVER TIES (TYPICAL BETWEEN N07ED OTHERWISE ON STRUCTURAL DRAWINGS) ALTERNATIVE TIE (PIN TIES �1 ELIMINATED) VERTI STIRLING & VVILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright ® 2018 Stirling & Wilbur Engineering Group EB6482 J:T•ai�yi.rasl3 CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 0 1010 ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018 064 SIGN/SEAL ado®P\PAC, �4/fi�r d !,\ *. S 9 S ATr F SR NONA BRIAN SERUM, PE 34927 REVISIONS NO. ITEM I DATE 1 I I DISTANCE SPECIFICATIONS FOR AUGER -INJECTED CQNQRETE PILE; SPECIFICATIONS FOR AUGER -INJECTED CONCRETE PILES CONTINUED POST -TENSIONED CONCRETE NOTES STRESSING A. GENERAL H. PREPARATION OF GROUT TEST SPECIMENS PRESTRESSING STEEL 1. THE FOLLOWING STRESSING SEQUENCE IS TO BE STRICTLY ADHERED TO FOR THIS BANDED TWO WAY SLAB PROGRAM:` A. STRESS 40% OF BANDED TENDONS. THIS PHASE OF THE CONTRACT INCLUDES AUGER -INJECTED CONCRETE PILES.THESE THE PILE CONTRACTOR SHALL ENGAGE AN ENGINEER TESTING LABORATORY TO MAKE B. STRESS 100% OF UNIFORM TENDONS. PILES AR TO BE INSTALLED AND LOAD TESTED AS PER PLANS AND SPECIFICATIONS. AND BREAK SIX-INCH DIAMETER BY TWELVE -INCH HIGH TEST CYLINDERS OF THE 1. ALL PRESTRESSING STEEL FOR POST -TENSIONED CONCRETE C. STRESS REMAINING 60% OF BANDED TENDONS. THE CON RACTOR PERFORMING THE WORK SHALL HAVE A MINIMUM OF TEN (10) YEARS CEMENT GROUT USED. A SET OF FOUR (4) CYLINDERS SHALL BE TAKEN FROM THE SHALL BE LOW RELAXATION, 7 ARE STRAND CONFORMING TO D. STRESS BEAM TENDONS. OF EXPERIENCE IN INSTALLATION OF AUGER -CAST PILES: BYPASS LINE OF THE GROUT PUMP WHEN THE AUGER IS OUT OF THE GROUND OR PRIOR ASTM A-416, WITH THE FOLLOWING PROPERTIES: 0.5" 2. HYDRAULIC STRESSING RAMS USED TO STRESS UNBOUNDED TO COMMENCEMENT OF PUMPING. NOMINAL DIAMETER AREA 0.152 IN2 SINGLE STRAND TENDONS SHALL BE EQUIPPED WITH 1. CAS -IN-PLACE PILES: MODULUS OF ELASTICITY 28000 KSI, STRESSING GRIPPERS WHICH WILL NOT NOTCH THE STRAND A ONTINUOUS-FLIGHT, HOLLOW -SHAFT AUGER SHALL BE ROTATED INTO THE TEST SAMPLES SHALL NOT BE TAKEN FROM THE PRESSURE LINE DURING FORMING THE 270.0 KIPS FU ULTIMATE STRESS ( ) MORE SEVERELY THAN NORMAL ANCHORING WEDGES. GR UND TO THE SPECIFIED PILE DEPTH. CEMENT MORTAR SHALL THEN BE PILE. 1F DIRECTED BY THE ENGINEER, THEY MAY BE TAKEN FROM THE DISCHARGE 162.0 KSI (0.6 FU) 3. STRESSING RAMS AND GAUGES SHALL INDIVIDUALLY BE INJ CTED THROUGH THE AUGER SHAFT AS THE AUGER IS BEING WITHDRAWN IN OF THE MIXING BATCH. THE TEST SAMPLES SHALL BE BROKEN AT 7 AND 28 DAYS MAXIMUM FINAL STRESS STRESS989.0 KSI 0.7 FU ( IDENTIFIED AND CALIBRATED AGAINST KNOWN STANDARDS AT SU H A WAY AS TO EXERT REMOVING PRESSURE ON THE WITHDRAWING EARTH- WITH TWO 2 RESERVE SAMPLES. THE FREQUENCY OF SAMPLING WILL BE FOR EACH O Q MAXIMUM TRANSFER ESS 216.0 KSI 0 8 FU MAXIMUM OVERSTRESS 3 INTERVALS NOT EXCEEDING SIX MONTHS. CALIBRATION FILLED AUGER AS WELL AS LATERAL PRESSURE ON THE SOIL SURROUNDING THE DAY OF INSTALLATION. THE DISTRIBUTION OF THE TEST REPORTS SHALL BE CERTIFICATES FOR EACH JACK USED SHALL BE SUBMITTED TO GR UT -FILLED PILE HOLE. ACCORDING TO THE GENERAL SPECIFICATIONS 2 STRAND SHALL BE COATED WITH A PREVENTATIVE GREASE, THE ENGINEER. AND ENCLOSED IN A WATERTIGHT, MEDIUM OR HIGH DENSITY 2. CEM NT GROUT SHALL CONSIST OF A MIXTURE OF CEMENT, FLY ASH„ I. LOAD TESTING POLYETHYLENE OR POLYPROPYLENE SHEATHING WITH'A 4. ELONGATION MEASUREMENTS SHALL BE MADE AT EACH STRESSING LOCATION TO VERIFY THAT THE TENDON FORCE RETARDER, AND MIXED SAND AND WATER SO PROPORTIONED .AND MIXED AS TO PRODUCE A THICKNESS .0 5". INSIDE DIAMETER OF THE MINIMUM IC OF 0 2 THE HAS BEEN PROPERLY ACHIEVED. MEASURED ELONGATIONSSHALL MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT AT LEAST ONE (1) PILE OF EACH LENGTH (i.e., CAPACITY) SHALL BE TEST LOADED SHEATHING SHALL BE AT LEAST 0.010" GREATER THAN AGREE WITH CALCULATED ELONGATIONS WITHIN + - / DIF A SO PROPORTIONED AS TO PRODUCE ICULTY. THESE MATERIALS SHALL BE MU F TWO 2 TIMES THE DESIGN LOAD. THE TEST PROCEDURES SHALL TO A MINIMUM 0 0 L MAXIMUM STRAND DIAMETER. TORN OR DAMAGED SHEATHING CONCRETE 5%. DISCREPANCIES EXCEEDING +/- 5% SHALL BE RESOLVED A ARDENED GROUT OF REQUIRED STRENGTH OF 4,000 PSI IN 28 DAYS. THE BE COORDINATED BY THE CONTRACTOR THROUGH ARDAMAN & ASSOCIATES, INC:, E SHALL BE REPAIRED PRIOR. TO PLACEMENT, WITH THE ENGINEER, ELONGATION MEASUREMENTS SHALL BE STRENGTH OF THE GROUT SHALL BE DETERMINED BY REGULAR SIX-INCH SARASOTA, FLORIDA. PROVIDING COMPLETE ENCAPSULATION OF THE PRESTRESSING RECORDED BY AN INDEPENDENT TESTING LABORATORY. DIM ETER, TWELVE -INCH HIGH TEST SAMPLES. TWO-INCH MORTAR CUBES SHALL STEEL, USING SPIRALLY WRAPPED, ADHESIVE POLYETHYLENE 5. STRESSING RECORDS SHALL BE FILLED OUT DURING THE NO BE ALLOWED.' J. PAYMENT 3. TAPE, MINIMUM OF TWO LAYERS. CERTIFIED MILL TEST REPORTS SHALL BE FURNISHED TO THE TENSIONING OPERATION; WITH THE FOLLOWING DATA 3, GROUT MIX: 1. PAYMENT FOR WORK COMPLETED IN ACCORDANCE WITH THESE SPECIFICATIONS ENGINEER PRIOR TO INSTALLATION FOR EACH COIL OR PACK RECORDED AS A MINIMUM: A. TENDON MARK OR IDENTIFICATION. PRI R TO INSTALLATION OF CONCRETE, THE CONTRACTOR SHALL SUBMIT TO THE SHALL BE MADE ON THE BASIS OF A CONTRACT LUMP SUM PRICE ADJUSTED FOR OF STRAND CONTAINING, AS A MINIMUM, THE FOLLOWING B. REQUIRED ELONGATION. OWNER'S TESTING LABORATORY HIS PROPOSED FORMULA FOR 4,000 PSI FINAL QUANTITIES USING THE CONTRACT UNIT PRICES FOR ADDITIONS TO OR TEST INFORMATION: C. GAUGE PRESSURE TO ACHIEVE REQUIRED CONCRETE AND MATERIALS FOR MAKING CONCRETE SPECIMENS FOR TESTING. DELETIONS FROM THE WORK. - HEAT NUMBER AND IDENTIFICATION ELONGATION:' IN FHE ABSENCE OF THE CONTRACTOR'S PROPOSED FORMULA, THE LABORATORY - STANDARD CHEMICAL ANALYSIS FOR HEAT OF STEEL D. ACTUAL GAUGE PRESSURE. SH LL DEFINE THE MIXTURE BY USING TRIAL MIXES. THE DESIGN MIX SHALL 2. THE PAY LENGTH OF THE PILE SHALL BE THAT LENGTH MEASURED FROM THE - ULTIMATE TENSILE STRENGTH E. DATE OF STRESSING OPERATION. BE SO PROPORTIONED THAT AT THE `END OF 28 DAYS, THE CONCRETE MIX SHALL POINT OF CUT-OFF ELEVATION SHOWN ON THE PLANS. NO PAYMENT WILL BE - YIELD STRENGTH AT 1% EXTENSION UNDER LOAD F. SIGNATURE OF THE STRESSING OPERATOR OR YIELD A 20% GREATER STRENGTH OF 4,800 PSI. THIS TRIAL MIX SHALL THEN MADE FOR CUTTING OFF THE PILES OR FOR ANY PORTION OF THE PILE - MODULUS OF ELASTICITY INSPECTOR. BE ADOPTED FOR INSTALLING THE PILES. REMAINING ABOVE THE GUT -OFF ELEVATION. - DIAMETER AND NET AREA OF THE STRAND G. SERIAL OR IDENTIFICATION NUMBER OF JACKING 4. ALL STRAND SHALL BE PACKAGED, SHIPPED AND STORED IN A B. MA� RIALS K. RECORDS, CONTROL AND SURVEY MANNER TO PREVENT DAMAGE. DAMAGED STRAND SHALL NOT EQUIPMENT. H. STRESSING RECORDS SHALL BE TURNED OVER TO BE INSTALLED AND MUST BE REPLACED. THE ENGINEER DAILY, FOR REVIEW. 1. POR LAND CEMENT SHALL CONFORM TO FEDERAL SPECIFICATIONS SS-C192 FOR COMPLETE RECORDS OF EACH PILE INSTALLATION SHALL BE OBTAINED UNDER ANCHORAGES AND COUPLINGS` 6. STRESSING SHALL NOT COMMENCE UNTIL THE CONCRETE HAS CEMENTS, PORTLAND, OR CURRENT ASTM STANDARDS; DESIGNATION C-150. DIRECTION OF THE SOIL ENGINEER TO BE RETAINED BY THE OWNER. THE RECORDS ATTAINED A PROVEN COMPRESSIVE STRENGTH OF 3000 PSI. SHALL BE CERTIFIED BY THE CONTRACTOR'S SUPERINTENDENT. THE RECORDS SHALL 1. TENDON ANCHORAGES AND COUPLINGS SHALL BE DESIGNED TO THE ENGINEER MUST GIVEN CONFIRMATION OF N 2. FLY ASH SHALL CONFORM TO COMMERCIAL GRADE. INCLUDE LENGTH, AUGERING RESISTANCE FOR THE LAST 3.0 FEET OF LENGTH, TOP DEVELOP THE STATIC AND DYNAMIC STRENGTH REQUIREMENT STRESSING. NOTIFY THE COMPRESSIVE STRENGTTHH PRIOR TO STREESSISSI ELEVATION, RESULTS OF ANY ADJUSTMENTS, TESTS OR BORINGS, AND ALL OTHER OF SECTION 3.1.6 (A) AND SECTION 3.1.8 (1) AND (2) OF ENGINEER A MINIMUM OF 24 HOURS PRIOR TO STRESSING. 3. WATER SHALL BE FRESH, CLEAN AND FREE FOR INJURIOUS AMOUNTS OF SEWAGE, PERTINENT DATA RELATIVE TO THE PILE INSTALLATION. THE PIT GUIDE SPECIFICATIONS FOR POST -TENSIONING OIL ACID, ALKALI, SLATS OR ORGANIC MATTER. MATERIALS'. CABLE AND ANCHORAGES FINISHING L. SITE AND SOIL INSPECTION 2. CASTINGS SHALL BE NONPOROUS AND FREE OF SAND, BLOW 1 TRIMMING OF EXCESS CABLE LENGTH SHALL BE DONE AS SOON 4. OTHER ADMIXTURES MAY INCLUDE POZZOLITH #8 OR OTHER SIMILAR APPROVED HOLES, VOIDS AND OTHER DEFECTS. AS POSSIBLE AFTER CABLE TENSIONING AND SATISFACTORY RETARDERS. THE COMPLETE SOIL BORING LOGS AND ANALYSIS OF THE SUBSURFACE SOIL 3. THE AVERAGE COMPRESSIVE CONCRETE BEARING STRESS OF CHECK OF "ELONGATION. NO TRIMMING SHALL BE DONE PRIOR CONDITIONS PREPARED BY 'ARDAMAN & ASSOCIATES, INC., SOIL ENGINEERS, ARE ANCHORAGES SHALL NOT EXCEED THE LIMITS SET FORTH IN TO COMPLETION OF STRESS RECORDS AND ELONGATION 5. FIN AGGREGATE SHALL MEET THE REQUIREMENTS OF CURRENT ASTM STANDARDS, AVAILABLE. THE PILING CONTRACTOR IS URGED TO ACQUAINT HIMSELF WITH THE SECTION 3.1.7 OF THE PIT GUIDE SPECIFICATIONS FOR RECORDS REVIEW BY THE ENGINEER. DESIGNATION C-33, EXCEPT AS TO GRADING. REPORT AND THE CONFIGURATIONS OF THE UNDERLYING SOIL STRATA PRIOR TO POST -TENSIONING MATERIALS . 2. THE CABLE MAY BE CUT BY MEANS OF EITHER OXYACETYLENE PREPARING HIS BID, 4. FOR WEDGE TYPE ANCHORAGES, THE WEDGE GRIPPER SHALL BE EL OR HYDRAULIC SHEARS. IN THE CUTTING ABRASIVE WHEEL SAND GRADING SHALL BE REASONABLY CONSISTENT AND SHALL CONFORM. TO THE P DESIGNED TO PRECLUDE PREMATURE FAILURE OF THE CASE OF OXYACETYLENE CUTTING THE CABLE, CARE SHALL BE FOLLOWING REQUIREMENTS, AS DELIVERED TO THE GROUT MIXER: ANY DATA CONCERNING SUBSURFACE SOIL CONDITIONS IS PROVIDED FOR THE PRESTRESSING STEEL DUE TO NOTCH OR PINCHING EFFECT TAKEN TO AVOID DIRECTING THE FLAME TOWARD THE WEDGES. CONTRACTOR'S INFORMATION ONLY. IF THE CONTRACTOR DESIRES TO OBTAIN UNDER THE STATIC AND/OR DYNAMIC TEST LOAD CONDITIONS 3. FILLED STRESSING POCKETS SHALL FILLED WITH NON-METALLIC, S H U.S. STA DARD SIEVE CUMULATIVE PERCENT BY WEIGHT ADDITIONAL SITE INFORMATION AT HIS OWN EXPENSE, HE MAY MAKE BORINGS OR STIPULATED UNDER PARAGRAPH 1, FOR BOTH STRESS NON -SHRINK GROUT SOON PRACTICAL AFTER TENDON SOUNDINGS, INSTALL TEST PILES OR DIG TEST PITS ON THE SITE OF THE WORK. RELIEVED AND LOW RELAXATION PRESTRESSING STEEL CUTTING PASSING RETAINED PERMISSION FOR ADMISSION TO THE PROPERTY MUST FIRST BE OBTAINED FROM THE MATERIALS. 4. UNDER NO CIRCUMSTANCES SHALL THE GROUT OR MORTAR USED OWNER. 5. COUPLINGS SHALL BE USED ONLY AT LOCATIONS FOR POCKET FILLING CONTAIN CHLORIDES OR OTHER 8 100 0 SPECIFICALLY INDICATED ON THE CONTRACT DOCUMENTS OR CHEMICALS KNOWN TO BE DELETERIOUS TO THE PRESTRESSING AS APPROVED, AND COUPLINGS SHALL BE ENCLOSED IN 16 95 - 100 1 - 5 SLEEVES WHICH PERMIT NECESSARY MOVEMENTS DURING STEEL. STRESSING. 30 55 - 80 20 - 45 6. STRESSING ANCHORAGE SHALL BE INSTALLED PERPENDICULAR TO THE TENDON AXIS. CURVATURE IN THE TENDON PROFILE 50 30 - 55 45 - 70 TENDONS SHALL TERMINATE NOT CLOSER THAN THREE FEET FROM THE STRESSING ANCHORAGE. 100 10 - 30 70 - 90 \ 7. STRESSING ANCHORAGES SHALL BE ATTACHED TO THE UNLESS NOTED OTHERWISE ?'0" BULKHEAD FORMS BY EITHER BOLTS, RINK SHANK NAILS OR 200 0 - 10 90 -100 ON PLAN, PROVIDE #3 @ THREADED POCKET FORMER FITTINGS: THE CONNECTIONS 2'-0' O/C SHALL BE SUFFICIENTLY RIGID TO AVOID ACCIDENTAL THE SAN SHALL HAVE A FINENESS MODULUS OF NOT LESS THAN 1.30 NOR MORE THAN 'U' BARS AT ALL 2�, LOOSENING DUE TO THE CONSTRUCTION TRAFFIC OR DURING 2.10. RIE FINENESS MODULUS IS DEFINED AS THE TOTAL DIVIDED BY 100 OF THE CURVED TENDON CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR THE PERCENT GES RETAINED ON U.S. STANDARD SIEVES NUMBERS 16, 30, 50 AND 100. LOCATIONS. ANCHORAGE SHALL NOT BE LESS THAN THE MINIMUM COVER TO 2"-0° THE REINFORCEMENT AT OTHER LOCATIONS IN THE C. LOCATIONS OF PILES STRUCTURE. 8. POCKET FORMERS USED TO PROVIDE A VOID FORM AT PILES SHALL BE LOCATED AS SHOWN ON DRAWINGS OR AS OTHERWISE DIRECTED BY STRESSING AND INTERMEDIATE STRESSING ANCHORAGES SHALL THE ENGNEER. PILE CENTERS SHALL BE LOCATED TO AN ACCURACY OF PLUS OR POSITIVELY PRECLUDE INTRUSION OF CONCRETE OR CEMENT MINUS THREEINCHES: PASSED INTO THE WEDGE CAVITY DURING CONCRETE PLACEMENT. THE DEPTH OF THE POCKET FORMER FROM THE D. MIXNG AND PUMPING OF CEMENT GROUT EDGE OF THE CONCRETE TO THE FACE OF THE ANCHORAGE SHALL NOT BE LESS THAN 1/2". ONLY APPROVED MIXING AND PUMPING EQUIPMENT SHALL BE USED IN THE TYPICAL CURVED TENDON DETAIL 9. INTERMEDIATE ANCHORAGES MAY BE INSTALLED EITHER PREPARATION AND HANDLING OF CEMENT GROUT. A SCREEN NO LONGER THAN ONE- EMBEDDED IN CONCRETE OR BEARING AGAINST THE HARDENED QUARTER INCH MESH SHALL BE USED BETWEEN THE MIXER AND PUMP, OR BETWEEN THE CONCRETE AT THE CONSTRUCTION JOINT. IN THE LATTER MIXER AND AGITATOR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED CASE, THE ANCHORAGE SHALL HAVE A FLAT BEARING SIDE' FROM THE MIXING DRUMS, STIRRING MECHANISMS AND OTHER PORTIONS OF THE AND THE CONCRETE BEARING AREA SHALL BE SMOOTH AND m EQUIPME14T IN CONTACT WITH THE GROUT BEFORE THE MIXERS ARE USED. WITHOUT RIDGES. 10. WHEN PLACING INTERMEDIATE ANCHORAGES AGAINST ALREADY? ALL MA RIAL SHALL BE ACCURATELY MEASURED BY VOLUME AS THEY ARE FED TO THE HARDENED CONCRETE, SPECIAL ATTENTION MUST BE PAID TO? MIXER. THE ORDER OF PLACING THE MATERIALS IN THE MIXER SHALL BE AS DEAD END ANCHOR THE PERPENDICULARITY BETWEEN THE BULKHEAD FORM AND FOLLOWS (1) WATER, (2 FLUIDIFIER, AND (3) OTHER SOLIDS IN ORDER OF FIXED TO TENDON r 2" MIN. TENDON DURING TENDON PLACEMENT. INCREASI G PARTICLE SIZE. BY SUPPLIER 1-#4 & 11. MINIMUM COVER REQUIREMENTS OF SECTION 8 APPLY TO m TOP BOTT. INTERMEDIATE ANCHORAGES. J THE QUANTITY OF WATER USED SHALL BE SUCH AS TO PRODUCE A MORTAR HAVING A BACKUP BARS 12. FIXED END ANCHORAGES SHALL BE INSTALLED ON THE TENDON � CONSISTENCY OF NOT LESS THAN TWENTY-ONE SECONDS WHEN TESTED WITH A THREE- AT THE SUPPLIER'S PLANT PRIOR TO SHIPMENT TO THE QUARTER DIAMETER NOZZLE CONE, TIME OF MIXING SHALL NOT BE LESS THAN ONE JOBSITE MINUTE. ° V 13. FOR, WEDGE TYPE ANCHORAGES, THE FIXED END WEDGES SHALL h/2 d v V " BE SEATED WITH A LOAD OF NOT MORE THAN 80% OF THE L 2 E. PI INSTALLATION o v MINIMUM ULTIMATE TENSILE STRENGTH OF THE TENDON FOR STRESS RELIEVED STRAND, AND NOT MORE THAN 85% OF THE 1. ALL PILES WILL BE AUGERED TO A MINIMUM TIP ELEVATION AS SHOWN IN THE o MINIMUM ULTIMATE TENSILE STRENGTH OF THE TENDON FOR DESIGN DRAWINGS h/2 /TVDIrAlLESS P ° D LOW RELAXATION STRAND. THE SEATING LOAD SHALL BE SUFFICIENT TO ENSURE ADEQUATE CAPACITY OF 2. ALL PILES SHALL BE INSTALLED UNDER THE OBSERVATION OF THE SOIL NONSTRESSING ANCHORAGES. J EN INEER. PILES INSTALLED IN HIS ABSENCE WILL BE REJECTED. 14. FIXED END ANCHORAGES SHALL BE PLACED IN THE FORMWORK AT THE LOCATIONS SHOWN ON THE PLACING DRAWINGS AND 17 L1 3. THE:PILING CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH THE REINFORCING NOTED ON PLAN 6" NOTE: FOR SLAB THICKNESS ,'h' SECURELY FASTENED TO THE REINFORCING STEEL. MINIMUM S EL AND PROPER INSTALLATION AS SHOWN IN PLANS AND DRAWINGS. ALL UNDER 6Y2", PLACE MAX. COVER REQUIREMENTS OF SECTION 8 APPLY TO FIXED END REINFORCING SHALL BE INSTALLED AFTER THE PILE IS FORMED BUT NO LATER ANCHORS HORIZONTALLY. ANCHORAGES. TH N FIFTEEN MINUTES AFTER THE REMOVAL OF AUGER AND FILLING OF THE TENDON PLACEMENT PILE CAVITY. DEAD END ANCHORAGE 1. COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED TO THE 4. PILE CUT-OFF MAY BE ACCOMPLISHED BY REMOVING FRESH GROUT FROM THE TOP ENGINEER PRIOR TO FABRICATION, CLEARLY SHOWING OF THE PILE OR BY CUTTING OFF TO FINAL CUT-OFF POINT AT ANY TIME DETAILS OF INITIAL PRESTRESS FORCES, TENDON AF ER INITIAL SET HAS OCCURRED ELONGATION, ALL ANCHORAGES AND OTHER ACCESSORIES. PRESTRESS FORCED INDICATED ON THE STRUCTURAL DRAWINGS 5. PILIES WITHIN THE SAME PILE CAP SHALL NOT BE INSTALLED UNTIL INITIAL REPRESENT THE FINAL EFFECTIVE PRESTRESS, WHICH IS THE SEF HAS OCCURRED IN ALL PREVIOUSLY INSTALLED PILES. IN NO CASE IS PRESTRESS REMAINING AFTER ALL LOSSES (INCLUDING TH NEXT PILE IN THE SAME CAP TO BE INSTALLED UNTIL A FOUR -HOUR -TIME FRICTION). CALCULATIONS FOR PRESTRESS LOSSES SHALL PERIOD HAS ELAPSED THE INITIAL SET/FOUR-HOUR PERIOD WILL ALSO APPLY BE SUBMITTED TO THE ENGINEER UPON REQUEST. SHOP TO PILES INSTALLED IN OTHER AREAS WHERE THE PILES ARE CLOSER THAN 6.0 - DRAWINGS SHALL ALSO SHOW ALL BAR SUPPORTS AND PLAN - FEET FROM APREVIOUSLY-INSTALLED PILE. PROFILES FOR TENDONS, AS WELL AS PLACEMENT SEQUENCE. 2. TENDONS WILL BE SUPPORTED AT INTERVALS NOT EXCEEDING TYPICAL TOP STEEL PLACEMENT OVER COLUMNS a F. REL FORCING STEEL 4'-0", PLACED ON CONTINUOUS SLAB BOLSTERS OR #4 - SUPPORT BARS. AN APPROPRIATE CHAIR WILL BE PROVIDED 1. TOP BARS, AS NOTED ON PLAN, SHALL BE DISTRIBUTED WITHIN A SLAB WIDTH THE PILL G CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH THE REINFORCING AT EACH TENDON/SUPPORT BAR INTERSECTION, ALL WILL BE BETWEEN LINES THAT ARE 1.5 x h OUTSIDE OPPOSITE FACES OF THE COLUMN STEEL D PROPER INSTALLATION AS SHOWN IN PLAN AND DRAWINGS. THE FORMED, SECURELY SUPPORTED. SUPPORT. h SHALL BE DEFINED AS THE OVERALL THICKNESS OF THE SLAB). REINFOR ING SHALL BE INSTALLED AFTER THE PILE IS BUT NO LATER THAN 3. NO TENDON WILL BE PLACED CLOSER THAN 3' CLEAR TO ANY 2. SPACING OF BONDED REINFORCEMENT SHALL NOT EXCEED 12' 0/C. WHERE s FIFTEEN MINUTES AFTER THE REMOVAL OF AUGER AND FILLING OF THE PILE CAVITY. OPENING. SUITABLESPREADERS SHALL BE WEDGED AT THE BOTTOM OF THE REINFORCING ROD 4, TENDONS SHALL NOT BE EXPOSED TO EXCESSIVE REINFORCEMENT SHOWN ON PLAN EXCEEDS THIS SPACING, ADDITIONAL #5 BARS TO ASS RE POSITIONING OF THE STEEL IN THE PILE., TEMPERATURES, WELDING SPARKS OR ELECTRIC GROUND CURRENTS. 3. SHALL BE ADDED AS REQUIRED UNLESS NOTED OTHERWISE ON PLAN, A MINIMUM OF 4#5 BARS SHALL BE PLACED G. IN PECTION 5. CONTACT ENGINEER A MINIMUM OF 24 HOURS PRIOR TO ANY IN EACH DIRECTION OVER THE TOPS OF ALL COLUMNS. CONCRETE PLACEMENT. 4. REINFORCING STEEL SHALL EXTEND A MINIMUM OF .17 x THE CLEAR SPAN BEYOND ° NO PIL SHALL BE INSTALLED BY THE CONTRACTOR UNLESS THE REPRESENTATIVE OF 6. ALL SLAB AND ANCHORS MUST BE IN PLACE THE FACE OF THE SUPPORT ON EACH SIDE. E z THE SOIL ENGINEER IS PRESENT. THE PILING CONTRACTOR SHALL COMPLY WITH THE CONCRETE BEFORE CONCRETE IS POURED. NO CUTTING OR DRILLING OF 5. SEE PLAN FOR SPECIAL REQUIREMENTS OVER COLUMNS WITHIN POUR. STRIPS. DIRECTIONS OF THE ENGINEER AND MAKE AVAILABLE ALL DATA, INFORMATION AND THE SLAB WILL BE PERMITTED AFTER CONCRETE IS POURED. i OTHER PERTINENT ITEMS, UPON HIS REQUEST. THE ENGINEER SHALL HAVE THE 7. CONTRACTOR WILL MARK FORMS TO INDICATE ALL TENDON TOP STEEL PLACEMENT ^ A OVER COLUMN 4 AUTHORTY TO REJECT ANY AND ALL PILES OR MATERIALS THAT DO NOT MEET THE LOCATIONS FOR FUTURE REFERENCE, SUBMIT PROPOSED o REQUIREMENTS OF THE ABOVE SPECIFICATIONS METHOD FOR MARKING TO THE ENGINEER PRIOR TO COMMENCING WORK. w \std\D34 #4 T&B (CONTIN,) #4 SUPPORT BARS ;SEE SPECIFICATIONS) ►1 5'-0' MIN. I 1'-3" 1'-0' I -' T T LENGTH 0 F TRANSITION CURVE. STRAIGHT MIN, PLAN A TENDON ANCHORS GROUP CENTERLINE OF - STRAND GROUP. In SEE STRAND h/2 ..LAYOUT FOR 'SPACING OF TYP, GROUPS. SECTION A -A (SLAB WITH h>_ 61/2') FLARE AT TENDON END #4 T&B (CONTIN.) B #4 SUPPORT BARS (SEE SPECIFICATIONS) STIRLING & WILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE 941 929 -1552 FAX 941 929-1553 email: cad@stirlingwilbur.com Copyright ® 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 9 UNITS 5'-0' MIN. 1'-3' 1'-0' ISSUED FOR LENGTH OF TRANSITION CURVE STRAIGHT MIN. PLAN B PERMIT 12-10-18 TENDON ANCHORS GROUP CENTERLINE OF STRAND GROUP. SEE STRAND h/2 LAYOUT FOR SPACING OF 16" TYP. GROUPS. PROJECT NUMBER SECTION B-B (SLAB WITH h561/z') S2016-064 FLARE Al' TENDON END SIGN/SEAL NNI...... ai: •N c SF DRILL Y4' HOLE n • li S. IN SIDE FORM F 12 REUSEABLE PLASTIC GROMMET 1-#4 TOP & BOTTOM CONT. O *. ST E 6F +? s BACKUP BARS s�i�S�:;ZOR10P}�°' o V BRIAN. STRUNG, �34927 h/2 ° - - s REVISIONS h/2 e . v NO. ITEM DATE Roo L I TYPICAL UNLESS NOTED ON PLAN 2 RING SHANK NAILS el NOTE: ca I I PCIE CO NTY FOR SLAB THICKNESS 'h' UNDER 6Y2', PLACE 11301130 ANCHORS HORIZONTALLY. STRESSING ANCHORAGE DRAWN BY RTR MINIMUM OF 1' TO CENTER OF SEE PLAN GRAVITY OF TENDON (TYPICAL) FOR DIMENSION CHECKED BY BHS DATE 12.10-18 h2 1X' 1XI - h2'X' X, X, X ,X, PLOT SCALE Y4'=1'-0' THIS DRAWING IS NOT TO BE SCALED. 1 2 L22 L3/2 4YPICAL UNLESS - TYPICAL UNLESS TYPICAL UNLESS SPECIFICALLY SPECIFICALLY SPECIFICALLY SHEET TITLE NOTED ON PLAN - NOTED ON PLAN NOTED ON PLAN L; L z L 3 TYPICAL DETAILS NOTES: 1. DIMENSIONS 'X' NOTED ON PLAN TO BE TAKEN FROM BOTTOM OF SLAB TO CENTERLINE OF TENDON. 2. SEE PLAN FOR SPECIFIC DEAD END ANCHORAGES, STRESSING ANCHORAGES, INTERMEDIATE STRESSING AND INTERMEDIATE DEAD END LOCATIONS. 3. UNLESS NOTED OTHERWISE, ALL INTERMEDIATE DEAD ENDS AND STRESSING POINTS SHALL BE LOCATED AT THE QUARTER POINT OF THE SPAN IN QUESTION. SHEET NUMBER 4. TENSION PROFILE SHALL BE PARABOLIC IN NATURE. TYPICAL TENDON PROFILE 9342 t � � P IFI ATIONS FOR AUGER INJECTED CONCRETE f'1LE SPECIFICATIONS FOR AUGER -INJECTED CONCRETE PILES CONTINUED A. GENERAL M. PREPARATION OF GROUT TEST SPECIMENS THIS PHASE OF THE CONTRACT INCLUDES AUGER -INJECTED CONCRETE PILES. THESE THE PILE CONTRACTOR SHALL ENGAGE AN ENGINEER TESTING LABORATORY T PILES ARE TO BE INSTALLED AND LOAD TESTED AS PER PLANS AND SPECIFICATIONS. AND BREAK SIX -.INCH DIAMETER BY TWELVE -INCH HIGH TEST CYLINDERS OF THE CONTRACTOR PERFORMING THE WORK SHALL HAVE A MINIMUM OF TEN (10) YEARS CEMENT GROUT USED. A SET OF FOUR (4) CYLINDERS SHALL BE TAKEN FR( OF EXPERIENCE IN INSTALLATION OF AUGER -CAST PILES. BYPASS LINE OF THE GROUT PUMP WHEN THE AUGER IS OUT OF THE GROUN TO COMMENCEMENT OF PUMPING. 1. CAST IN -PLACE PILES: A C TINUOUS-FLIGHT, HOLLOW -SHAFT AUGER SHALL BE ROTATED INTO THE TEST SAMPLES SHALL NOT BE TAKEN FROM THE PRESSURE LINE DURING FOR GRO NO TO THE SPECIFIED PILE DEPTH. CEMENT MORTAR SHALL THEN BE PILE. IF DIRECTED BY THE ENGINEER, THEY MAY BE TAKEN FROM THE DISCF INJECTED THROUGH THE AUGER SHAFT AS THE AUGER IS BEING WITHDRAWN IN OF THE MIXING BATCH. THE TEST SAMPLES SHALL BE BROKEN AT 7 AND 21 SUCH A WAY AS TO EXERT REMOVING PRESSURE ON THE WITHDRAWING EARTH- WITH TWO (2) RESERVE SAMPLES. THE FREQUENCY OF SAMPLING WILL BE R FILLED AUGER AS WELL AS LATERAL PRESSURE ON THE SOIL SURROUNDING THE DAY OF INSTALLATION. THE DISTRIBUTION OF THE TEST REPORTS SHALL BE GROUT -FILLED PILE HOLE. ACCORDING TO THE GENERAL SPECIFICATIONS. 2. CEMENT GROUT SHALL CONSIST OF A MIXTURE OF PORTLAND CEMENT, FLY ASH, I. LOAD TESTING RETARDER, SAND AND WATER SO PROPORTIONED AND MIXED AS TO PRODUCE A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT AT LEAST ONE (1) PILE OF EACH LENGTH (i.e., CAPACITY) SHALL BE TEST U OF TWO 2 TIMES THE DESIGN LOAD. THE TEST PROCEDURE. D AS TO PRODUCE TO A MINIMUM E TE DIFFICULTY. THESE MATERIALS SHALL BE SO PR OPORTIONED ( ) A HARDENED GROUT OF REQUIRED STRENGTH OF 4,000 PSI IN 28 DAYS. THE BE COORDINATED BY THE CONTRACTOR THROUGH ARDAMAN & ASSOCIATES,I STRENGTH OF THE GROUT SHALL BE DETERMINED BY REGULAR SIX-INCH SARASOTA, FLORIDA. DIAMETER, TWELVE -INCH HIGH TEST SAMPLES. TWO-INCH MORTAR CUBES SHALL NOT BE ALLOWED. J. PAYMENT 3. GROUT MIX: 1. PAYMENT FOR WORK COMPLETED IN ACCORDANCE WITH THESE SPECIFIC/ PRIOR TO INSTALLATION OF CONCRETE, THE CONTRACTOR SHALL SUBMIT TO THE SHALL BE MADE ON THE BASIS OF A CONTRACT LUMP SUM PRICE ADJI OWNER'S TESTING LABORATORY HIS PROPOSED FORMULA FOR 4,000 PSI FINAL QUANTITIES USING THE CONTRACT UNIT PRICES FOR ADDITIONS T CONCRETE AND MATERIALS FOR MAKING CONCRETE SPECIMENS FOR TESTING. DELETIONS FROM THE WORK. IN THE ABSENCE OF THE CONTRACTOR'S PROPOSED FORMULA, THE LABORATORY SHALL DEFINE THE MIXTURE BY USING TRIAL MIXES. THE DESIGN MIX SHALL 2. THE PAY LENGTH OF THE PILE SHALL BE THAT LENGTH MEASURED FRO BE SO PROPORTIONED THAT AT THE END OF 28 DAYS, THE CONCRETE MIX SHALL POINT OF CUT-OFF ELEVATION SHOWN ON THE PLANS. NO PAYMENT V YIELD A 20% GREATER STRENGTH OF 4,800 PSI, THIS TRIAL MIX SHALL THEN MADE FOR CUTTING OFF THE PILES OR FOR ANY PORTION OF THE PILE BE ADOPTED FOR INSTALLING THE PILES. REMAINING ABOVE THE CUT-OFF ELEVATION. B. MATERIALS K. RECORDS, CONTROL AND SURVEY 1. PORTLAND CEMENT SHALL CONFORM TO FEDERAL SPECIFICATIONS SS-C192 FOR COMPLETE RECORDS OF EACH PILE INSTALLATION SHALL BE OBTAINED UNDER CEMENTS, PORTLAND, OR CURRENT ASTM STANDARDS, DESIGNATION C-150, DIRECTION OF THE SOIL ENGINEER TO BE RETAINED BY THE OWNER. THE RE SHALL BE CERTIFIED BY THE CONTRACTOR'S SUPERINTENDENT. THE RECORD! 2. FLY ASH SHALL CONFORM TO COMMERCIAL GRADE. INCLUDE LENGTH,, AUGERING RESISTANCE FOR THE LAST 3.0 FEET OF LENGTH ELEVATION, RESULTS OF ANY ADJUSTMENTS, TESTS OR BORINGS, AND ALL 0- 3, WATER SHALL BE FRESH, CLEAN AND FREE FOR INJURIOUS AMOUNTS OF SEWAGE, PERTINENT DATA RELATIVE TO THE PILEINSTALLATION. OIL, 'ACID, ALKALI, SLATS OR ORGANIC MATTER. p L SITE AND SOIL INSPECTION 4. OTH R ADMIXTURES MAY INCLUDE POZZOLITH #8 OR OTHER SIMILAR APPROVED RET TIGERS. THE COMPLETE SOIL BORING LOGS AND ANALYSIS OF THE SUBSURFACE SOIL NS PREPARED BY ARDAMAN & AS SOCIATES, SSOCIATES, INC, SOIL ENGINEERS, I 5. FINE AGGREGATE SHALL MEET THE REQUIREMENTS OF CURRENT ASTM STANDARDS; AVAILABLE. THE PILING CONTRACTOR IS URGED TO ACQUAINT HIMSELF WITH DESIGNATION C-33, EXCEPT AS TO GRADING, REPORT AND THE CONFIGURATIONS OF THE UNDERLYING SOIL STRATA PRIOR HIS 8 PREPARINGQ. SAND GR DING SHALL BE REASONABLY CONSISTENT AND SHALL CONFORM TO THE FOLLOWIN REQUIREMENTS, AS DELIVERED TO THE GROUT MIXER: ANY DATA CONCERNING SUBSURFACE SOIL CONDITIONS IS PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY. IF THE CONTRACTOR DESIRES TO OBTAIN U.S. STANDARD SIEVE CUMULATIVE PERCENT BY WEIGHT ADDITIONAL SITE INFORMATION AT HIS OWN EXPENSE, HE MAY MAKE BORINGS INSTALL SOUNDINGS, TEST PILES OR DIG TEST PITS OF SW ON THE SITE THE W01 ON FOR ADMISSION T ED PERMISSION 0 THE PROPERTY MUST FIRST BE OBTAINED FRt PASSING RETAIN OWNER. 8 100 0 16 95 100 1 - 5 30 55 - 80 20 - 45 50 30 - 55 45 - 70 10 30 70 - 90 100 UNLESS NOTED OTHERWIS 2�'0" 200 0 - 10 90 -100 ON PLAN, PROVIDE #3 @ 2'-0' 0/C THE SANDSHALL HAVE A FINENESS MODULUS OF NOT LESS THAN 1.30 NOR MORE THAN 'U' BARS AT ALL ? p, 2.10. THE FINENESS MODULUS IS DEFINED AS THE TOTAL DIVIDED BY 100 OF THE CURVED TENDON PERCENTAGES RETAINED ON U.S. STANDARD SIEVES NUMBERS 16, 30, 50 AND 100. LOCATIONS. 2,-O, C. LOCATIONS OF PILES PILES SHALL BE LOCATED AS SHOWN ON DRAWINGS OR AS OTHERWISE DIRECTED BY THE ENGINEER. PILE CENTERS SHALL BE LOCATED TO AN ACCURACY OF PLUS OR MINUS 111REE INCHES. D. MIX NG AND PUMPING OF CEMENT GROUT ONLY APPROVED MIXING AND PUMPING EQUIPMENT SHALL BE USED IN THE TYPICAL CURD TENDON DETAIL PREPARATION AND HANDLING OF CEMENT GROUT. A SCREEN NO LONGER THAN ONE- QUARTEF INCH MESH SHALL BE USED BETWEEN THE MIXER AND PUMP, OR BETWEEN THE MIXER AND AGITATOR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM E MIXING DRUMS, STIRRING MECHANISMS AND OTHER PORTIONS OF THE EQUIPME T IN CONTACT WITH THE GROUT BEFORE THE MIXERS ARE USED. ALL MATERIAL SHALL BE ACCURATELY MEASURED BY VOLUME AS THEY ARE FED, TO THE MIXER, THE ORDER OF PLACING THE MATERIALS IN THE MIXER SHALL BE AS DEAD END ANCHOR 21N. FOLLOWS: (1) WATER, (2 FLUIDIFIER, AND (3) OTHER SOLIDS IN ORDER OF FIXED TO TENDON INCREA NG PARTICLE SIZE, BY SUPPLIER 1-#4 TOP & BOTT. BACKUP BARS THE QUANTITY OF WATER USED SHALL BE SUCH AS TO PRODUCE A MORTAR HAVING A CONSISTENCY OF NOT LESS THAN TWENTY-ONE SECONDS WHEN TESTED WITH Lx A THREE- QUARTER DIAMETER NOZZLE CONE. TIME OF MIXING SHALL NOT BE LESS THAN ONE F " p v MINUTE. h/2E. PI INSTALLATION 1. AL PILES WILL BE AUGERED TO A MINIMUM TIP ELEVATION AS SHOWN IN THE h/2 . vD SIGN DRAWINGS. 2. ALL PILES SHALL BE INSTALLED UNDER THE OBSERVATION OF THE SOIL E GINEER. PILES INSTALLED IN HIS ABSENCE WILL BE REJECTED. TYPICAL UNLESS NOTED ON PLAN 6" NOTE: FOR SLAB THICKNESS 3. E PILING CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH THE REINFORCING UNDER 6Yz', PLACE S EEL AND PROPER INSTALLATION AS SHOWN IN PLANS AND DRAWINGS. ALL MAX. ANCHORS HORIZONTALL R INFORCING SHALL BE INSTALLED AFTER THE PILE IS FORMED BUT NO LATER T AN FIFTEEN MINUTES AFTER THE REMOVAL OF AUGER AND FILLING OF THE DEAD END r HORAGE P LE CAVITY. 4. PLE CUT-OFF MAY BE ACCOMPLISHED BY REMOVING FRESH GROUT FROM THE TOP F THE PILE OR BY CUTTING OFF TO FINAL CUT-OFF POINT AT ANY TIME FTER INITIAL SET HAS OCCURRED. I 5. P LES WITHIN THE SAME PILE CAP SHALL NOT BE INSTALLED UNTIL INITIAL ET HAS OCCURRED IN ALL PREVIOUSLY INSTALLED PILES. IN NO CASE IS THE NEXT PILE IN THE SAME CAP TO BE INSTALLED UNTIL A FOUR-HOUR TIME WERIOD HAS ELAPSED. THE INITIAL SET/FOUR-HOUR PERIOD WILL ALSO APPLY TO PILES INSTALLED IN OTHER AREAS WHERE THE PILES ARE CLOSER THAN 6.0 FEET FROM A PREVIOUSLY -INSTALLED PILE. 0 a F. REINFORCING STEEL THE LING CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH THE REINFORCING STEEL AND PROPER INSTALLATIONWIN AS SHOWN IN PLAN AND DRAGS. THE REINFORCING SHALL BE INSTALLED AFTER THE PILE IS FORMED, BUT NO LATER THAN FIFTEEN MINUTES AFTER THE REMOVAL OF AUGER AND FILLING OF THE PILE CAVITY. SUITABLE SPREADERS SHALL BE WEDGED AT THE BOTTOM OF THE REINFORCING ROD TO ASSURE POSITIONING OF THE STEEL 1N THE PILE, G. INSPECTION NO PILES SHALL BE INSTALLED BY THE CONTRACTOR UNLESS THE REPRESENTATIVE OF z THE SOIL ENGINEER IS PRESENT. THE PILING CONTRACTOR SHALL COMPLY WITH THE DIRECTIONS OF THE ENGINEER AND MAKE AVAILABLE ALL DATA, INFORMATION AND OTHER PERTINENT ITEMS; UPON HIS REQUEST. THE ENGINEER SHALL HAVE THE AUTHORITY TO REJECT ANY AND ALL PILES OR MATERIALS THAT DO NOT MEET THE o REQUIREMENTS OF THE ABOVE SPECIFICATIONS. 0;� a M X PRESTRESSING STEEL I MAKE THE 1. ALL PRESTRESSING STEEL FOR POST -TENSIONED CONCRETE )M THE SHALL BE LOW RELAXATION, 7 WIRE STRAND CONFORMING TO D OR PRIOR ASTM A-416, WITH THE FOLLOWING PROPERTIES: NOMINAL DIAMETER 0.5" 2 AREA 0.152 1N2 MING THE MODULUS OF ELASTICITY 28000 KSI ARGE ULTIMATE STRESS 270.0 KIPS (FU) � DAYS MAXIMUM FINAL STRESS 162.0 KSI (0.6 FU) 3 A EACH MAXIMUM TRANSFER STRESS 189,0 KSI (0.7 FU MAXIMUM OVERSTRESS 216.0 KSI (0.8 FU) 2. STRAND SHALL BE COATED WITH A PREVENTATIVE GREASE, AND ENCLOSED IN A WATERTIGHT, MEDIUM OR HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE SHEATHING WITH A 4 MINIMUM THICKNESS OF 0.025". INSIDE DIAMETER OF THE )ADED SHEATHING SHALL BE AT LEAST 0.010" GREATER THAN THE S SHALL MAXIMUM STRAND DIAMETER. TORN OR DAMAGED SHEATHING SHALL BE REPAIRED PRIOR TO CONCRETE PLACEMENT, PROVIDING COMPLETE ENCAPSULATION OF THE PRESTRESSING STEEL, USING SPIRALLY WRAPPED, ADHESIVE POLYETHYLENE TAPE, MINIMUM OF TWO LAYERS. 5 3. CERTIFIED MILL TEST REPORTS SHALL BE FURNISHED TO THE ,TIONS ENGINEER PRIOR TO INSTALLATION FOR EACH COIL OR PACK JSTED FOR OF STRAND CONTAINING, AS A MINIMUM, THE FOLLOWING ) OR TEST INFORMATION: - HEAT NUMBER AND IDENTIFICATION - STANDARD CHEMICAL ANALYSIS FOR HEAT OF STEEL A THE - ULTIMATE TENSILE STRENGTH ALL BE - YIELD STRENGTH AT 1% EXTENSION UNDER LOAD - MODULUS OF ELASTICITY - DIAMETER AND NET AREA OF THE STRAND 4. ALL STRAND SHALL BE PACKAGED, SHIPPED AND STORED IN A MANNER TO PREVENT DAMAGE. DAMAGED STRAND SHALL NOT BE INSTALLED AND MUST BE REPLACED. ANCHORAGES AND COUPLINGS 6 "ORDS a SHALL 1. TENDON ANCHORAGES AND COUPLINGS SHALL BE DESIGNED TO DEVELOP THE STATIC AND DYNAMIC STRENGTH REQUIREMENT -HER OF SECTION 3.1.6 (A) AND SECTION 3.1.8 (1) AND (2) OF THE PIT "GUIDE SPECIFICATIONS FOR POST -TENSIONING MATERIALS". 2. CASTINGS SHALL BE NONPOROUS AND FREE OF SAND BLOW HOLES, VOIDS AND OTHER DEFECTS. 1 3. THE AVERAGE COMPRESSIVE CONCRETE BEARING STRESS OF .RE ANCHORAGES SHALL NOT EXCEED THE LIMITS SET FORTH IN THE SECTION 3.1.7 OF THE PIT "GUIDE SPECIFICATIONS FOR TO POST -TENSIONING MATERIALS". 4. FOR WEDGE TYPE ANCHORAGES, THE WEDGE GRIPPER SHALL BE 2 DESIGNED TO PRECLUDE PREMATURE FAILURE OF THE PRESTRESSING STEEL DUE TO NOTCH OR PINCHING EFFECT UNDER THE STATIC AND/OR DYNAMIC TEST LOAD CONDITIONS OR STIPULATED UNDER PARAGRAPH 1, FOR BOTH STRESS 3 W. RELIEVED AND LOW RELAXATION PRESTRESSING STEEL )M THE MATERIALS. 5. COUPLINGS SHALL BE USED ONLY AT LOCATIONS SPECIFICALLY INDICATED ON THE CONTRACT DOCUMENTS OR AS APPROVED AND COUPLINGS SHALL BE ENCLOSED IN SLEEVES WHICH PERMIT NECESSARY MOVEMENTS DURING STRESSING 6. STRESSING ANCHORAGE SHALL BE INSTALLED PERPENDICULAR TO THE TENDON AXIS. CURVATURE IN THE TENDON PROFILE TENDONS SHALL' TERMINATE NOT CLOSER THAN THREE FEET FROM THE STRESSING ANCHORAGE. 7. STRESSING ANCHORAGES SHALL BE ATTACHED TO THE BULKHEAD FORMS BY EITHER BOLTS RINK SHANK NAILS OR THREADED POCKET FORMER FITTINGS THE CONNECTIONS SHALL BE SUFFICIENTLY RIGID TO AVOID ACCIDENTAL LOOSENING DUE TO THE CONSTRUCTION TRAFFIC OR DURING CONCRETE PLACEMENT. MINIMUM CONCRETE COVER FOR THE \ ANCHORAGE SHALL NOT BE LESS THAN THE MINIMUM COVER TO THE REINFORCEMENT AT OTHER LOCATIONS IN THE STRUCTURE. 8. POCKET FORMERS USED TO PROVIDE A VOID FORM AT STRESSING AND INTERMEDIATE STRESSING ANCHORAGES SHALL POSITIVELY PRECLUDE INTRUSION OF CONCRETE OR CEMENT PASSED INTO THE WEDGE CAVITY DURING CONCRETE PLACEMENT. THE DEPTH OF THE POCKET FORMER FROM THE EDGE OF THE CONCRETE TO THE FACE OF THE ANCHORAGE SHALL NOT BE LESS THAN 1/2". 9. INTERMEDIATE ANCHORAGES MAY BE INSTALLED EITHER EMBEDDED IN CONCRETE OR BEARING AGAINST THE HARDENED CONCRETE AT THE CONSTRUCTION JOINT. IN THE LATTER CASE, THE ANCHORAGE SHALL HAVE A FLAT BEARING SIDE AND THE CONCRETE BEARING AREA SHALL BE SMOOTH AND WITHOUT RIDGES. 10. WHEN PLACING INTERMEDIATE ANCHORAGES AGAINST ALREADY? HARDENED CONCRETE, SPECIAL ATTENTION MUST BE PAID TO? THE PERPENDICULARITY BETWEEN THE BULKHEAD FORM AND TENDON DURING TENDON PLACEMENT. 11. MINIMUM COVER REQUIREMENTS OF SECTION 8 APPLY TO INTERMEDIATE ANCHORAGES. 12. FIXED END ANCHORAGES SHALL BE INSTALLED ON THE TENDON AT THE SUPPLIER'S PLANT PRIOR TO SHIPMENT TO THE JOBSITE. 13. FOR WEDGE TYPE ANCHORAGES, THE FIXED END WEDGES SHALL BE SEATED WITH A LOAD OF NOT MORE THAN 80% OF THE MINIMUM ULTIMATE TENSILE STRENGTH OF THE TENDON FOR STRESS RELIEVED STRAND, AND NOT MORE THAN 85% OF THE MINIMUM ULTIMATE TENSILE STRENGTH OF THE TENDON FOR LOW RELAXATION STRAND. THE SEATING LOAD SHALL BE SUFFICIENT TO ENSURE ADEQUATE CAPACITY OF NONSTRESSING ANCHORAGES. " 14, FIXED END ANCHORAGES SHALL BE PLACED IN THE FORMWORK', AT THE LOCATIONS SHOWN ON THE PLACING DRAWINGS AND h, SECURELY FASTENED TO THE REINFORCING STEEL. MINIMUM COVER REQUIREMENTS OF SECTION 8 APPLY TO FIXED END Y. ANCHORAGES. TENDON PLACEMENT 1. COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION, CLEARLY SHOWING DETAILS OF INITIAL PRESTRESS FORCES, TENDON ELONGATION, ALL ANCHORAGES AND OTHER ACCESSORIES. PRESTRESS FORCED INDICATED ON THE STRUCTURAL DRAWINGS REPRESENT THE FINAL EFFECTIVE PRESTRESS, WHICH IS THE PRESTRESS REMAINING AFTER ALL LOSSES (INCLUDING FRICTION). CALCULATIONS FOR PRESTRESS LOSSES SHALL BE SUBMITTED TO THE ENGINEER UPON REQUEST. SHOP DRAWINGS SHALL ALSO SHOW ALL BAR SUPPORTS AND PROFILES FOR TENDONS, AS WELL AS PLACEMENT SEQUENCE. 2. TENDONS WILL BE SUPPORTED AT INTERVALS NOT EXCEEDING 4'-0", PLACED ON CONTINUOUS SLAB BOLSTERS OR #4 SUPPORT BARS. AN APPROPRIATE CHAIR WILL BE PROVIDED AT EACH TENDON/SUPPORT BAR INTERSECTION, ALL WILL BE SECURELY SUPPORTED. 3. NO TENDON WILL BE PLACED CLOSER THAN 3" CLEAR TO ANY OPENING. 4. TENDONS SHALL NOT BE EXPOSED TO EXCESSIVE TEMPERATURES, WELDING SPARKS OR ELECTRIC GROUND CURRENTS. 5. CONTACT ENGINEER A MINIMUM OF 24 HOURS PRIOR TO ANY CONCRETE PLACEMENT. 6. ALL SLAB PENETRATIONJ§ AND ANCHORS MUST BE IN PLACE BEFORE CONCRETE IS MURED. NO CUTTING OR DRILLING OF THE SLAB WILL BE PERMITTED AFTER CONCRETE IS POURED. 7. CONTRACTOR WILL MARK FORMS TO INDICATE ALL TENDON LOCATIONS FOR FUTURE REFERENCE. SUBMIT PROPOSED METHOD FOR MARKING TO THE ENGINEER PRIOR TO COMMENCING WORK. TRESSING THE FOLLOWING STRESSING SEQUENCE IS TO BE STRICTLY ADHERED TO FOR THIS BANDED TWO WAY SLAB PROGRAM: A. STRESS=40% OF BANDED TENDONS. B. STRESS 100% OF UNIFORM TENDONS. C. STRESS REMAINING 60% OF BANDED TENDONS. D. STRESS BEAM TENDONS. HYDRAULIC STRESSING RAMS USED TO STRESS UNBOUNDED SINGLE STRAND TENDONS SHALL BE EQUIPPED WITH STRESSING GRIPPERS WHICH WILL NOT NOTCH THE STRAND MORE SEVERELY THAN NORMAL ANCHORING WEDGES. STRESSING RAMS AND GAUGES SHALL INDIVIDUALLY BE IDENTIFIED AND CALIBRATED AGAINST KNOWN STANDARDS AT INTERVALS NOT EXCEEDING SIX MONTHS. CALIBRATION CERTIFICATES FOR EACH JACK USED SHALL BE SUBMITTED TO THE ENGINEER. ELONGATION MEASUREMENTS SHALL BE MADE AT EACH STRESSING LOCATION TO VERIFY THAT THE TENDON FORCE HAS BEEN PROPERLY ACHIEVED. MEASURED ELONGATIONS- / SHALL AGREE NTH CALCULATED ELONGATIONS WITHIN + 5%. DISCREPANCIES EXCEEDING +/- 5% SHALL BE RESOLVED WITH THE ENGINEER. ELONGATION MEASUREMENTS SHALL BE RECORDED BY AN INDEPENDENT TESTING LABORATORY. STRESSING RECORDS SHALL BE FILLED OUT DURING THE TENSIONING OPERATION, WITH THE FOLLOWING DATA RECORDED AS A MINIMUM: A. TENDON MARK OR IDENTIFICATION. B. REQUIRED 'ELONGATION. C. GAUGE PRESSURE TO ACHIEVE REQUIRED ELONGATION. D. ACTUAL GAUGE PRESSURE. E. DATE OF STRESSING OPERATION. F. SIGNATURE OF THE STRESSING OPERATOR OR INSPECTOR. G. SERIAL OR IDENTIFICATION NUMBER OF JACKING EQUIPMENT. H. STRESSING RECORDS SHALL BE TURNED OVER TO THE ENGINEER DAILY, FOR REVIEW. STRESSING SHALL NOT COMMENCE UNTIL THE CONCRETE HAS ATTAINED A PROVEN COMPRESSIVE STRENGTH OF 3000 PSI. THE ENGINEER MUST BE GIVEN CONFIRMATION OF COMPRESSIVE STRENGTH PRIOR TO STRESSING. NOTIFY THE ENGINEER A MINIMUM OF 24 HOURS PRIOR TO STRESSING. CABLE AND ANCHORAGES FINISHING TRIMMING OF EXCESS CABLE LENGTH SHALL BE DONE AS SOON AS POSSIBLE AFTER CABLE TENSIONING AND SATISFACTORY CHECK OF ELONGATION. NO TRIMMING SHALL BE DONE PRIOR TO COMPLETION OF STRESS RECORDS AND ELONGATION RECORDS REVIEW BY THE ENGINEER. THE CABLE MAY BE CUT BY MEANS OF EITHER OXYACETYLENE CUTTING ABRASIVE WHEEL OR HYDRAULIC SHEARS. IN THE CASE OF OXYACETYLENE CUTTING THE CABLE, CARE SHALL BE TAKEN TO AVOID DIRECTING THE FLAME TOWARD THE WEDGES. STRESSING POCKETS SHALL BE FILLED WITH NON-METALLIC, NON -SHRINK GROUT AS SOON AS PRACTICAL AFTER TENDON CUTTING. 4. UNDER NO CIRCUMSTANCES SHALL THE GROUT OR MORTAR USED FOR POCKET FILLING CONTAIN CHLORIDES OR OTHER CHEMICALS KNOWN TO BE DELETERIOUS TO THE PRESTRESSING STEEL. sm TYPICAL TOP STEEL PLACEMENT OVER COLUMNS 1. TOP BARS, AS NOTED ON PLAN, SHALL BE DISTRIBUTED WITHIN A SLAB WIDTH BETWEEN LINES THAT ARE 1.5 x h OUTSIDE OPPOSITE FACES OF THE COLUMN SUPPORT. (h SHALL BE DEFINED AS THE OVERALL THICKNESS OF THE SLAB). 2. SPACING OF BONDED REINFORCEMENT SHALL NOT EXCEED 12' O/C. WHERE REINFORCEMENT SHOWN ON PLAN EXCEEDS THIS SPACING, ADDITIONAL #5 BARS SHALL BE ADDED AS REQUIRED. 3. UNLESS NOTED OTHERWISE ON PLAN, A MI �IVUM OF 4#5 BARS SHALL BE PLACED IN EACH DIRECTION OVER THE TOPS OF AL COLUMNS. 4. REINFORCING STEEL SHALL EXTEND A MINI OF .17 x THE CLEAR SPAN BEYOND THE FACE OF THE SUPPORT ON EACH SID ' 5. SEE PLAN FOR SPECIAL REQUIREMENTS OVT COLUMNSWITHIN POUR STRIPS. TOP STEEL PLACEMENT OVER COLUMN #4 T&B (CONTIN.) F1 #4 SUPPORT BARS (SEE SPECIFICATIONS) 5'-0' MIN. 1'-3" 1'-0" LENGTH OF TRANSITION CURVE STRAIGHT MIN. PLAN A TENDON ANCHORS GROUP CENTERLINE OF l STRAND GROUP. L h 2 h SEE STRAND LAYOUT FOR TYP. SPACING OF GROUPS: SECTION A -A (SLAB WITH h>_ 6Vz ) FLARE AT TENDON END #4 T&B (CONTIN.) B #4 SUPPORT BARS (SEE SPECIFICATIONS) 5'-0' MIN. I' 1'-3" 1'7 0' LENGTH OF TRANSITION CURVE S� RAIGHT MIN. �I PLAN B TENDON ANCHORS GROUP CENTERLINE OF 1 1 jSTRAND GROUP. _I__ _____ }� h SEE STRAND h/2 LAYOUT FOR SPACING OF y 6" TYP. GROUPS. SECTION B-B (SLAB WITH h5 6/2') I- LAKE AT TENDON END DRILL Y4' HOLE 1Yz" IN SIDE FORM REUSEABLE PLASTIC GROMMET 1-#4 TOP & BOTTOM CONT. BACKUP BARS h/2 v v v o h/2 P o. o 0 TYPICAL UNLESS 2 RING SHANK NAILS NOTED ON PLAN NOTE: FOR SLAB THICKNESS 'h' UNDER 6Y2', PLACE' ANCHORS HORIZONTALLY. STRESSING ANCHORAGE �-TYPICAL UNLE SPECIFICALLY NOTED ON PLE L1 NOTES: 1. DIMENSIONS 'X' TO CENTERLINE 2. SEE PLAN FOR INTERMEDIATE S 3. UNLESS NOTED i STRESSING POIN' THE SPAN IN QU 4. TENSION PROFILE Im 7085 SOUTH TAMIAMI TRAIL, SARASOTA,'FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright ® 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 9 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 Uuuul SIGN/SEAL ,un, .a"` T /?; z ,• STATE`'¢" BRIAN'aL1NG''Pk40QT,`,� I g - REVISIONS NO. ITEM BATE 1 Ti- i I AC SPLIT SYSTEM SCHEDULE MARK NOMINAL CFM O.A. CFM ESP COOLING CAPACITY ELECTRICAL DATA (OUTDOOR UNIT) ELECTRICAL DATA INDOOR UNIT) NOMINAL MANUFACTURER INDOOR/ OUTDOOR 'AMB' TEMP ENT DB ENT WB SENS MBH TOT MBH M NO COMP COMP RLA A (E) NO FAN FAN FLA EA ( ) FAN HP VOLT/ PHASE HAS MCA FAN HP KW HEAT STAGETONS VOLT/ PHASE MCA AC-2A/CU-2A 1250 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 21 1/2 7.0 1 208/1 47 3 TRANE/CARRIER/DAIKIN AC-3A/CU-3A 1250 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208 1 21 1/2 7.0 1 208/1 47 3 TRANE/CARRIER/DAIKIN AC-2B CU-2B / 12 5 2 0 .5 95 80 6 7 2 6.1- 5. 3 6 1 1 6 1 0.9 1J8 208/1 21 1/2 7.0 1 208/1 47 3 TRANE/CARRIER/DAIKIN' AC-3B/CU-3B 1225 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 21 1/2 7.0 1 20811'• 47 3 TRANE/CARRIER/DAIKN AC-2C/CU-2C 1250 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 21 1/2 7.0 1 208/1 47 3 TRANE/CARRIER/DAIKIN AC-3C CU-3C 1250 0 1 .5 95 80 67 ; 26.1 35.6 1 16 1 0.9 1/8 208/1 21 1/2 7.0 1 '' 208/1 47 3 TRANE/CARRIER/DAIKN AC-4A/CU-4A 1600 - 0 ' 5 95 1 80 67 35.9 49.5 1 19.8 -1 1.4 1/6 208/1 26 1/2 7.0 1 208/1 , 49 4 TRANE/CARRIER/DARUN AC-4B/CU-4B - 1600 0 .5 95 80 67 35.9 49.5 1 19.8 1 1.4 1/6 208/1 26 1/2, 7.0 1 208/1; 49 4 TRANE/CARRIER/DAIKIN AC-4C CU-4 C 1 600 0 t,5 95 80 67 35.9 4 9.5 1 19.8 1 1.4 1/6 208/1 26 1/2 / 7.0 1 208/1 49 4 TRANE CARRIER D AIKIN AC-2D CU-2D 1200 2 0 .5 95 80 6 7 26 .1 5. 3 6 1 16 1 -0.9 1 8 208/1 21 1/2 7.0 1 2 08 1 47 3 TRANE CARRIER DAIKN AC-3D/CU-3D 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 21' 1/2 7.0 1 208/1 :; 47 3 TRANE/CARRIER DAIKIN AC-4D/CU-41) 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 21 1/2 7.0 1 208/1 47 3 TRANS/CARRIER/DAIKIN AC-2E/CU-2E 1200 0 5 95 80 67 26.1 35.6 I 16 - 1 0.9 1J8 208/1 21 1/2MO 47 3 TRANS/CARRIER/DAIKIN AC-3E CU-3E 1200 ` 0 .5 95 80 67 26.1 35.6 l 16 1 0.9 1/8 208/1 21 " 1/2 47 3 TRANE/CARRIER/DAIKIN AC-4E/CU-4E 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 21 1/2 47 3 TRANE/CARRIER DAIKIN AC-2F/CU-2F 1200 0 .5 95 80 67 26.1 ;35.6 1 16 - 1 0.9 1/8 208/1 21 1/2 47 3 TRANE/CARRIER/DAIKIN' AC-3F CU-3F / 1 200 0 '.5 95 80 67 ' 26:1 35 6 1 16 1 0.9 1 8 / 208 1 / 21 1 2 M12 47 3 TRANS/CARRIER/DAIKIN AC=4F CU-4F 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 21 1/2- 47 3 TRANE/CARRIER/DAIKIN AC-2G/CU-2G 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 21 1/2 47 3 TRANE/CARRIER/DAIKIN AC-3G/CU-3G 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0,9 1/8 208/1 21 1/2 47 3 TRANE CARRIER/DAIKIN AC-4G/CU-4G 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 21 1/21 208/1 1 47 3 TRANE/CARRIER/DAIKIN NOTES: 1. PROVIDE MOTORIZED OUTSIDE AIR INTAKE 4. COORDINATE INSTALLATION OF SMOKE _7. PROVIDE SINGLE POINT ELECTRICAL CONNECTION 11.' PROVIDE PROGRAMMABLE THERMOSTAT. DAMPER FOR THE OA DUCT. DETECTORS WITH DIV. 16 (NOT REQ'D IF 2000 WITH DISCONNECT. 12. BALANCE UNITS BASED ON AIRFLOW RATES SHOWN ON DRAWINGS. 2. INSTALL AND ANCHOR CONDENSER UNIT TO CFM OR LESS. 8. ` PROVIDE 1" PLEATED FILTERS. 13. PROVIDE VARIABLE SPEED AIRHANDLER WITH HUMIDISTAT STRUCTURE (CONCRETE SLAB). 5. PROVIDE VIBRATION ISOLATIONS 9. PROVIDE 5 YEAR WARRANTY. CONPROL. 3: ` MIN. SEER OF 16.0 6. PROVIDE 410A REFRIGERANT. 10. PROVIDE CONDENSER COIL GUARDS. ' 14. PROVIDE UNLOADING COMPRESSOR. MIN, 2 STAGES) ) 15. LETI ER IN UNIT NAME DENOTES UNIT TYPE; DESIGN CRITERIA DESIGN TEMPERATURES OUTSIDE AIR INSIDE AIR SUMMER :. WINTER SUMMER WINTER 95°F DBIWF WB 300F DB 75"F DB/60%RH 72°F DB NOTES THE DESIGN CRITERIA ABOVE IS BASED ON ASHRAE STANDARD 62.1. ANY CHANGES TO THIS OCCUPANCY OR FLOOR PLAN WILL REQUIRE FURTHER REVIEW AND MODIFICATIONS TO THIS VENTILATION SYSTEM. LOUVER SCHEDULE PROVIDE LOUVERS AS MANUFACTURED BY GREENHECK MODEL EVH-601D, LOUVER SHALL BE 6" DRAINABLE ALL ALUMINUM. PAINT TO MATCH EXISTING FINISH. ALL LOUVERS TO MEET CURRENT MIAMI-DADE HURRICANE STANDARDS AND FLORIDA BUILDING CODE. SIZE LOUVER AS SHOWN BELOW (IF NOT SPECIFIED ON DRAWINGS). CFM LOUVER SIZE 0 300 " 12"X12' 301-500 24"X16" 501-1000 36"X16" 1001-1500 48"X16"- 1501-2000 _' 72"X16" NOTE: PROVIDE REMOVABLE INSECT SCREEN ON BACK OF LOUVER, FLEX SCHE DUCT ULE CFM DUCT SIZE 0-100 6"0 101-200 8"0 201-300 IO"O 301-400 12"0 401-600 14"0 601-1000 I O . - 1001 1500 18"0 1501-2000 - 20"0 SIZE BOTH SUPPLY AND RETURN BASED UPON AIRFLOWS ABOVE. EXHAUST FAN SCHEDULE E ULE MARK TYPE CFM ESP MOTOR DRIVE TYPE FAN SERVICE MAX SONES VH, T / PHASE CONTROL MANUFACTURER /MODEL NOTES .WATTS RPM HP EF-1 . CEILING -100 0.25 120 1680 - DIRECT RESTROOMS 9 11:51 SWITCH GREENHECK/SP SERIES SEE BELOW EF-2 CEILING 70 0:25 120 1680 - DIRECT RESTROOMS 9 !• 11,E 1 SWITCH GREENHECK/SP SERIES SEE BELOW EF-S1A CEILING 70 : 0.25 120 1680 - DIRECT RESTROOMS 9 115/1 SWITCH GREENHECI£ SP SERIES SEE BELOW EF-SIB WALL 2040 0.2 115 1680 - DIRECT GARAGE 9 UNIT 7.6 115/ 1 SWITCH GREENHECK/SE SERIES SEE BELOW EF-SIC WALL 2040 0.2 115 1680 - DIRECT GARAGE 9 UNIT 7.6 115/1 SWITCH GREENHECK SE SERIES SEE BELOW EF- 1A WALL 2755 0.2 115 1680 -DIRECT GARAGE 12 UNIT 9:3 115 1 SWITCH GREENHECK SE SERIES SEE BELOW EF M113 I WALL 2755 0.2 115 1 1680 DIRECT GARAGE 12 UNIII 9.3 1 1TT/ 1 SWITCH GREENHECK/SE SERIES SEE BELO FZ�ETHE FOLLOWING: DISCONNECT SWITCH, VIBRATION ISOLATORS, BACKDRAFT DAMPER, SPEED CONTROL MINI SPLIT UNIT SCHEDULE DUX SPLIT MARK NOMINAL COOLING CAPACITY HEATING CAPACITY VOLT/PHASE INDOOR OUTDOOR MOCP MANUFACTURER SERVES NOTES MBH SEER MBH HSPF CFM UNIT MCA UNIT MCA (AMPS) AC-S1A.1, .2, .3, ;4/ 399 6.0 19 7.2 10 208-240/1 1 12 15 CARRIER/MITSUBISHI SAILFISH SEE BELOW CU-S1A DAIKIN OR APPROVED EQUAL STORAGE A C-SIB CU-SIB / 738 22.5 19 27.6 L 0 2 8- 40 1 0 2 / 1 17.1 20 CARRIER/MITSUBISHI SAILFISH SEE BELOW DAIKIN OR APPROVED EQUAL EXERCISE RM AC-S1C.1, .2, .3/ 3 99 6.0 - 19 7.2 10. 208-240 1 / 1 12 15 CARRIER MITSUBISHI / - SAILFISH SEE BELOW CU-SIC D DAIKIN OR APPROVED EQUAL T STORAGE ' G AC-S1D.1, .2, .3, A/ 399 6.0 19 7.2 10 208-240/ 1 1 12 15 CARRIER/MITSUBISHI SAILFISH SEE BELOW CU-S1D DAIKIN OR APPROVED EQUAL STORAGE AC-M1A.1, .2, .3, .4/ 399 6.0 19 7.2 10 208-240/ 1 1 12 IS CARRIER/MITSUBISHI SAILFISH SEE BELOW CU-MIA DAIKIN OR APPROVED EQUAL STORAGE ' AC-M1B.1, .2, •3,/ 399 6.0 19 7.2 10 08- 1 2 240/ 1 12 15 CARRIER/MITSUBISHI MAHI MAHI SEE BELOW CU-M1B DAIKIN OR APPROVED EQUAL STORAGE AC-M1C.1, .2, .3, .4/ ' 399 6.0 19 7.2 10 208-240/ 1 1 12 15 CARRIER/MITSUBISHI MAHI-MAHI SEE BELOW CU-MIC DAIKIN OR APPROVED EQUAL STORAGE AC-M1D.1,.2,/ 9..2 39 60 19 7 10 208 240/ 1 1 12 15 ' CARRIER/MITSUBISHI MAHI-MAHI SEE BELOW CU-MID DAIKIN OR APPROVED EQUAL ELEC/STORAGE AC-S1E/CU-S1E 399 12.0 20.5 14.4 50 208-240/1 1 12 15 CARRIER/MITSUBISHI LOBBY SEE BELOW DAIKIN OR APPROVED EQUAL SAILFISH AC-M1E/CU-M1E 399 110 20.5 14.4 10 208,240/1 1 12 15 CARRIER/MITSUBISHI LOBBY SEE BELOW 1 1 DAIKIN OR APPROVED EQUAL MAHI-MAHI' NOTES: 1. ' INSTALL AND ANCHOR CONDENSER UNIT TO 4. PROVIDE 5 YEAR WARRANTY. 6: PROVIDE PROGRAMMABLE THERMOSTAT. STRUCTURE. 5. PROVIDE SINGLE POINT ELECTRICAL 7. PROVIDE CONDENSATE PUMP. 2. MIN, SEER OF 14.0 , CONNECTION WITH DISCONNECT (INDOOR UNIT 8: PROVIDE LOW AMBIENT CONTROL. 3. PROVIDE 410A REFRIGERANT. - FED FROM OUTDOOR UNIT). COOLING HEATING LOAD SUMMARY OUTDOOR INDOOR COOLING (MBH) a �W " � m A e m' G? a � R m F z fX .q 5 [��W 6 0 raa F a n� x ; 3 m C 5 5 �� :00 �Q Q q 0 UNIT A 1691 95 80 75 60 26.1 1 9.5 35.6 1 30 1 12.2 UNIT B 1616 95 80 75 60 261 9.5< 35.6 :.30 _12.2 UNITC•, ;• 1691 95 80 75 , 60 35.9 134_ 49,5 31 14.2, UNIT D 1424 95 80 75 60 26.1 9.5 35.6 30 12.2 UNIT E 1420 95 80 - 75 60 26.1 9.5 35.6 30 12.2 UNIT F 1420 95 80 75 60 26.1 9.5 35.6 30 12.2 UNIT G 1424 1 95 80 75 60 35.9 13.6 49.5 31 14.2 NOTES: - THIS SUMMARY IS BEING SUBMITTED IN ACCORDANCE WITH 2O17 FLORIDA BUILDING CODE (61H EDITION), 2017 ENERGY CONSERVATION CODE (61H EDITION), SECTION C403.11. - SIZING METHOD USED: ASHRAE TRANSFER FUNCTION METHOD. AIR DISTRIBUTIONDEVICE SCHEDULE MARK TYPE CFM MAX NECK FLEX MANUFACTURER/ MODEL REMARKS RANGE: NC SIZE (IN) DIAM. (IN) I 0-100, 25 6"0 6 101200 25 8"0 8 SUPPLY METAL*AIRS 1,2,3 201-300 25 10110 10 cm DIFFUSERS L 301-400 25 1211 12 401-600 25 14"O ' 14 0-100 25 12xf 6 8x12 RETURN METAL*AIRE _ 101 200 25 12x10 8 ® GRILLE RHF 1,2,3 201-300r 25 12xI1 10 301-400 , 25 18x11: 12 SWD SIDEWALL 25 SEI, TIT'US 1,2,3 DIFFUSER DWGS 272-FS SWR SIDEWALL 25 SEE TITUS 1,2,3 RETURN DWGS 4FL REMARKS: 1. PROVIDE OPPOSED BLADE VOLUME DAMPERS 2. CONTRACTOR SHALL COORDINATE GRILLES, DIFFUSERS AND REGISTER'S BORDER TYPES WITH CEILING, "WALLS, EQUIPMENT ETC, 3. PROVIDE ALL ALUMINUM CONSTRUCTION, NOTES: 1. ALL GRILLES SHALL BE FULL FACE OF MODULE. ALL LAY -IN CEILING RETURN MODULES SHALL BE 24"x24" WITH 20"x20"x1" FILTER 2. INSULATE THE BACK OF ALL SUPPLY AND RETURN AIR DEVICES. 3. PROVIDE BORDER TYPE 1 FOR LAY -IN CEILINGS, AND BORDER TYPE 3 FOR GYPSUM BOARD CEILINGS. 4. PROVIDE 1" PLEATED FILTER. 5. THE NUMBER ADJACENT TO THE FIXTURE INDICATES AIR FLOW (CFM). F_ LEGEND SYMBOL DESCRIPTION THERMOSTAT ® HUMIDISTAT ++N+ff++++++++r ROUND INSULATED FLEXIBLE DUCT --� FIRE DAMPER -CD- CONDENSATE UC UNDERCUT DOOR Elm SUPPLY DIFFUSER RETURN AIR GRILLE OA SOFFIT LOUVER a TG TRANSFER GRILLE (ABOVE DOOR) El INLINE FAN EF- EXHAUST FAN WITH DESIGNATION - r-® EA SOFFIT LOUVER DUCT TRANSITION OR RECTANGULAR OR ROUND SUPPLY OR RETURN DUCT (AS NOTED) 0=:ra� r ..MANUAL VOLUME DAMPER ELBOW WITH TURNING VANES DIFFUSER VTYP® E 450� CFM DIFFUSER OR GRILLE DESIGNATION DUCTSOX MOTORIZED DAMPER AC AIR CONDITIONER AHU AIR HANDLER CD CONDENSATE DRAIN CFM CUBIC FEET PER MINUTE CO CARBON MONOXIDE SENSOR CU CONDENSER DB WB - DRY BULB WET BULB EA EXHAUST AIR F EXHA S KW KILOWATT MBH THOUSAND BTU PER HOUR MCA MINIMUM CIRCUIT AMPS OA OUTSIDE AIR PTAC PACKAGE TERMINAL AIR CONDITIONER RA RETURN AIR SA SUPPLY AIR SENS SENSIBLE SD SMOKE DETECTOR RTU ROOF TOP UNIT --- - LIGHT DASHED INDICATES EXISTING EQUIPMENT DARK DASHED INDICATES EXISTING EQUIPMENT RELOCATED DARK SOLID INDICATES NEW EQUIPMENT HATCHED ITEMS INDICATES EQUIPMENT TO BE REMOVED AND RELOCATED DEMO NOT IN CONTRACT (N.I.C.) SEQUENCE OF OPERATION BASE BID 1. PROVIDE INDIVIDUAL ROOM LED " PROGRAMMABLE THERMOSTATS THAT SHALL MAINTAIN ROOM SET POINTS. 2. AIR HANDLER FAN SHALL START AND STOP ON COMMAND FROM THERMOSTAT BASED ON TIME OF DAY SCHEDULE. 3. LOCAL OVERRIDE CONTROL WILL START FAN AND PERMIT IT TO RUN FOR A PREDETERMINED INTERVAL. 4. OUTSIDE AIR DAMPER SHALL OPEN AND SHALL BE CONTROLLED BY A MOTORIZED DAMPER INTERLOCKED WITH THE COMPRESSOR. 5. ON A RISE OF RETURN OR SPACE AIR TEMPERATURE FROM 750F SETPOINT (ADJUSTABLE), THE CONTROLLER SHALL ENERGIZE THE UNITS COMPRESSOR TO MAINTAIN 577 SUPPLY LEAVING AIR TEMPERATURE SETPOINTS. 6. SPACE AIR TEMPERATURE SETPOINT SHALL BE SET BY THE OWNER AND SHALL BE ADJUSTABLE. 7. THE CONTROLLER SHALL STAGE ONE COMPRESSOR AT A TIME: IF TEMPERATURE INCREASES, THE SECOND COMPRESSOR WILL BE STAGED ON OF DUAL COMPRESSOR IS FURNISHED) 8. IN THE WINTER MONTHS, THE UNITS HEATERS SHALL BE STAGED ON TO MAINTAIN 680F. 9. IF HUMIDITY INCREASES ABOVE 60%, THE UNITS SHALL ENERGIZE THE COMPRESSOR TO MAINTAIN A COLD COIL. MECHANICAL SPECIFICATIONS PROVIDE THE FOLLOWING: SCOPE OF WORK CONTRACTOR SHALL PROV IDE ALL LABOR AND MATERIALS AS REQUIRED T Q 0 PROVIDE A COMPLETE AND OPERATIONAL HVAC SYSTEM AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH ALL OTHER TRADES. CHANGES TO THE DESIGN BY THE CONTRACTOR WILL RESULT IN ADDITIONAL DESIGN COST AT CONTRACTORS EXPENSE. SPECIAL PROVISIONS ALL WORK SHALL BE IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION), 2017 FLORIDA BUILDING CODE - MECHANICAL (6TH EDITION), 2017 FLORIDA BUILDING CODE PLUMBING (6TH EDITION), 2017 FLORIDA FIRE PREVENTION CODE 6TH EDITION) , 2017 FLORIDA BUILDING CODE -ENERGY 1 , CONSERVATION 6TH EDITION FOR BUILDING CONSTRUCTION, ST 0N 2014 NATIONAL ELECTRIC CO DE E NEC UNITED LABORATORIES UL AND THE ORDINANCES (NEC), AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION. SHOP DRAWINGS BEFORE PURCHASE OR FABRICATION OF EQUIPMENT AND WITHIN 30 DAYS OF AWARD OF GENERAL CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER FOR APPROVAL, 3 COPIES OF SHOP DRAWINGS FOR ALL DUCTWORK AND HVAC EQUIPMENT AND MATERIALS. SHOP DRAWINGS SHALL INDICATE WORKING AND ERECTION DIMENSIONS, ELECTRICAL CHARACTERISTICS (VOLTS, PHASE AND AMPS), LOCATION AT WHICH MATERIALS AND EQUIPMENT ARE TO BE INSTALLED AND OTHER ESSENTIAL DATA.; PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ANY MATERIAL USED WITHOUT APPROVAL WILL BE REJECTED. PROVIDE SUBMITTALS ON ALL ITEMS EXCEPT PIPING. SUBMIT SHOP DRAWINGS TO ELECTRICAL CONTRACTOR FOR APPROVAL AND COORDINATION. A COMPLETE HVAC DUCT LAYOUT INCLUDING -- -- • ---_-.-................ ... - ., PRIOR TO CONSTRUCTION. MATERIALS MATERIALS UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE OF DEFECTS AND IN ACCORD WITH FOLLOWING SCHEDULES AND PARAGRAPHS. THE APPROVAL OF ANY MATERIALS WILL NOT BE CONSIDERED AS ACCEPTANCE OF WORK WHERE INSTALLED IF SUCH MATERIALS PROVE DEFECTIVE. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED, MATERIALS SHALL BE OF THE GENERALLY ACCEPTED STANDARD WEIGHT AND GRADE, DUCTWORK (FIBERGLASS) THE HEATING AND AIR CONDITIONING DUCTWORK SHALL BE OWENS CORNING' TYPE 475-FR 1- 1/2 THICK FIBERGLASS DUCT (MIN R-VALUE OF 6) OR APPROVED EQUAL. THE DUCT SYSTEM, INCLUDING BOARD, VAPOR BARRIER, TAPES AND ADHESIVES, SHALL BEUL LISTED AND LABELED CLASS 1 AIR DUCT. DUCT SHALL BE INSTALLED PER THE LATEST REVISION OF "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS", AS PUBLISHED BY SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION, INC. (SMACNA). EXHAUST DUCT SHALL BE GALVANIZED. DUCTWORK (GALVANIZED STEEL) THE HEATING TIN AND AIR ND CO ITIONINGDUCTWORK SHALL BE G- 90 GALVANIZED STEEL PAINTED, w/ BLANKET INSULATION (MIN. R-6). EXHAUST DUCT SHALL BE GALVANIZED. PROVIDE FLEX DUCT,TO AIR DEVICE WHERE SHOWN (NO MORE THAN 6-0" LONG). ALL DUCTWORK PENETRATING FIRE -RATED WALLS SHALL HAVE A FIRE DAMPER, THE USE OF R-6 DUCTBOARD MAY BE USED AS AN ALTERNATE (OWNER OPTION). AIR DISTRIBUTION OUTLETS GRILLES, REGISTERS, AND DIFFUSERS SHALL REQUIRE ADC; ARI, AND AMCA COMPLIANCE. BORDER STYLES AND FINISHES SHALL BE COMPATIBLE WITH ADJACENT CEILING SYSTEMS, AND CONSTRUCTED OF MATERIALS AND COMPONENTS AS REQ UIRED FOR A COMPLETE INSTALLATION . . N SUPPLIER MANUFAC TUBER SHALL VERIFY EACH DEVICE F / C OR A MAXIMUM NECK VELOCITY OF 500 FPM AND NC-30, PIPE SCHEDULE REFRIGERATION: REFRIGERANT PIPING SHALL BE ACR COPPER TURING, WITH WROUGHT COPPER FITTINGS IN CONFORMANCE WITH ASTM B280. A. JOINTS IN COPPER TUBE (REFRIGERANT SERVICE) - CUT SQUARE; BURR, CLEAN FITTING AND TUBE TO CUP DEPTH OF FITTING APPLY THIN FILM OF BRAZING FLUX TO TUBE END AND FITTING. USE SILVER SOLDER AND OXYGEN -ACETYLENE EQUIPMENT ONLY IN MAKING JOINTS. PURGE WITH NITROGEN WHEN HEATING. B. PIPING SHALL BE SIZED AND INSTALL PER THE HEAT PUMP EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTIbN. C. SUCTION LINES SHALL BE INSULATED CONTINUOUSLY WITH EXTERIOR EXPOSED SURFACES TREATED PER MANUFACTURER'S RECOMMENDATIONS. INSULATION SHALL BE ARMAFLEX OR EQUAL. CONDENSATE DRAIN LINE: CONDENSATE DRAIN LINES SHALL BE PROVIDED FOR AIR HANDLING UNITS. DRAIN LINES SHALL BE SCHEDULE 40 PVC. A. DRAIN LINES SHALL BE GRADED IN THE DIRECTION OF FLOW WITH A SLOPE OF Y4" PER FOOT. B. WATER SEALS SH ALL BE PROVIDED N I THE CONDENSATE DRAIN FROM UNIT. THE DEPTH OF SEAL SHALL BE EQUAL TO THE TOTAL STATIC PRESSURE RATING OF THE UNIT TO WHICH THE SEAL IS CONNECTED. WATER SEALS SHALL BE CONSTRUCTED TO TWO TEES AND AN APPROPRIATE U-BED WITH THE OPEN END TO EACH TEE PLUGGED, HANDTIGHT. C. ROUTE DRAIN LINE INTO STORM DRAIN SYSTEM OR EXTERIOR GREEN AREA. TEST AND BALANCE PROVIDE A COMPLETE TEST AND BALANCE REPORT AND SUBMIT TO ENGINEER FOR REVIEW. T&B FIRM MUST BE NEBB OR AABC CERTIFIED. READINGS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING: • SUPPLY AIR CFM • RETURN AIR CFM • STATIC PRESSURE • EXHAUST AIR CFM * ANY CHANGES TO THESE DOCUMENTS BASED ON CONTRACTOR REQUESTED REVISIONS SHALL BE CONSIDERED ADDITIONAL SERVICES. - CODE COMPLIANCE REQUIREMENTS ALL WORK SHALL BE IN COMPLIANCE WITH THE FOLLOWING CODES, BUT NOT LIMITED TO: 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - BUILDING (FBCB) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - EXISTING BUILDING (FBCEB) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - ACCESSIBILITY (FBCA) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE = ENERGY CONSERVATION (FBCEC) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - MECHANICAL (FBCM) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - PLUMBING FBCP 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE- FUEL GAS (FBCFG) 6TH EDITION OF THE 2017 FLORIDA FIRE PREVENTION CODE (FFPC) NFPA 70 - 2014 NATIONAL ELECTRICAL CODE (NEC) mom 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4 22 F 0 5 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER R- 201 R REVIEW SET PERMIT SET BID SET. CONSTRUCTION SET AS BUILT �r RE S I tONS i �r o J` j: m w I Q EVIEWE iFOR )E COMP PL1AhiCE LIANCE Q . LUCIE COUNTY O z U 1.4 l� W F+I a O O A U r� d O rr 11 �•y W � V Q ace ^W^ g Z Ems+ 04 W aO Z W Frl ~ U V SHEET NO,: " mm i `.J DRAWN: JS W CHECKED: DAD APPROVED: DAD David A. DaSilva 54739 ��tnt ilr�� .yo ; �1 •' � 4 , T- m: _ y< 1N0)INE�4 '\ Cht dA 201R, DDC -_.` ng, Ina AC SPLIT SYSTEM SCHEDUI MARK NOMINAL O.A.F ESP COOLING CAPACITY ELECTRICAL DATA (OUTDOOR UNIT) INDOOR/ OUTDOOR AMB. TEMP ENT DB ENT WB SENS MBH TOT MBH NO COMP COMP RLA(EA) NO FAN FAN FLA(EA) FAN HP VOLT/ PHASE MI AC-2A/CU-2A 1250 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-3A/CU-3A 1250 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-2B/CU-2B 1225 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-3B/CU-3B 1225 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-2C/CU-2C 1250 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-3C/CU-3C 1250 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-4A/CU-4A 1600 0 1 .5 95 80 67 35.9 49.5 1 19.8 1 1.4 1/6 208/1 2 AC-4B/CU-4B 1600 0 .5 95 80 67 35.9 49.5 1 19.8 1 1.4 1/6 208/1 2 AC-4C/CU-4C 1600 0 .5 95 80 67 35.9 49.5 1 19.8 1 1.4 1/6 208/1 2 AC-2D/CU-2D 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-3D/CU-3D 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-4D/CU-4D 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-2E/CU-2E 1 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-3E/CU-3E 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-4E/CU-4E 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-2F/CU-2F 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-3F/CU-3F 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-4F CU-4F 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-2G/CU-2G 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-3G/CU-3G 1 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 AC-4G/CU-4G 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 2 NOTES: 1. PROVIDE MOTORIZED OUTSIDE AIR INTAKE 4. COORDINATE INSTALLATION OF SMOKE 7. PROVIDE SINGLE POINT ELECTRICAL C DAMPER FOR THE OA DUCT. DETECTORS WITH DIV. 16 (NOT REQ'D IF 2000 WITH DISCONNECT. 2. INSTALL AND ANCHOR CONDENSER UNIT TO CFM OR LESS. 8. PROVIDE 1" PLEATED FILTERS. STRUCTURE (CONCRETE SLAB). 5. PROVIDE VIBRATION ISOLATIONS. 9. PROVIDE 5 YEAR WARRANTY. 3. MIN. SEER OF 16.0 6. PROVIDE 410A REFRIGERANT. 10. PROVIDE CONDENSER COIL GUARDS. DESIGN CRITERIA DESIGN TEMPERATURES OUTSIDE AIR INSIDE AIR SUMMER WINTER SUMMER WINTER 95'F DB/80T WB 30"F DB 75-F DB/60% RH 72°F DB NOTES _ THE DESIGN CRITERIA ABOVE IS BASED ON ASHRAE STANDARD 62.1. ANY CHANGES TO THIS OCCUPANCY OR FLOOR PLAN WILL REQUIRE FURTHER REVIEW AND MODIFICATIONS TO THIS VENTILATION SYSTEM. LOUVER SCHEDULE PROVIDE LOUVERS AS MANUFACTURED BY GREENHECK MODEL EVH-601D. LOUVER SHALL BE 6" DRAINABLE ALL ALUMINUM. PAINT TO MATCH EXISTING FINISH. ALL LOUVERS TO MEET CURRENT MIAMI-DADE HURRICANE STANDARDS AND FLORIDA BUILDING CODE. SIZE LOUVER AS SHOWN BELOW (IF NOT SPECIFIED ON DRAWINGS). CFM LOUVER SIZE 0-300 12"X12" 301-500 24"X16" 501-1000 36"X 16" 1001-1500 48"X16" 1501-2000 72"X16" NOTE: PROVIDE REMOVABLE INSECT SCREEN ON BACK OF LOUVER. FLEX SCHE DUCT ULE CFM DUCT SIZE 0-100 6"0 101-200 8110 201-300 10"0 301-400 12' 0 401-600 14"0 601-1000 16"0 1001-1500 18"0 1501-2000 20"0 SIZE BOTH SUPPLY AND RETURN BASED UPON AIRFLOWS ABOVE. EXHAUST FAN SCHEDULE MARK TYPE CFM ESP MOTOR DRIVE TYPE FAN SERVICE I M` X SONES VOLT / PHASE CONTROL MANUFACTURER / MODEL NOTES WATTS RPM HP EF-1 CEILING 100 0.251 120 1680 - DIRECT RESTROOMS 9 115/ 1 SWITCH GREENHECK/SP SERIES SEE BELOW EF-2 CEILING 70 0.25 120 1680 - DIRECT RESTROOMS 9 115/ 1 SWITCH GREENHECK/SP SERIES SEE BELO EF-S1A CEILING 70 0.25 120 1680 - DIRECT RESTROOMS 9 115/1 SWITCH GREENHECK/SP SERIES SEE BELOW EF-SIB WALL 2040 0.2 115 1680 - DIRECT GARAGE 9 UNIT 7.6 115/ 1 SWITCH GREENHECK/SE SERIES SEE BELOW EF-SIC WALL 2040 0.2 115 1680 - DIRECT GARAGE 9 UNIT 7.6 115/ 1 SWITCH GREENHECK/SE SERIES SEE BELOW EF-MIA WALL 2755 0.2 115 1680 - DIRECT GARAGE 12 UNIT 9.3 115/ 1 SWITCH GREENHECK/SE SERIES SEE BELOW EF-MlB I WALL 2755 0.2 115 1 1680 DIRECT GARAGE 12 UN21 9.3 115/ 1 1 SWITCH I GREENHECK/SE SERIES SEE BELOW PROVIDE THE FOLLOWING: DISCONNECT SWITCH, VIBRATION ISOLATORS, BACKDRAFT DAMPER, SPEED CONTROL 11 F- MINI SPLIT UNIT SCHEDULE DX SPLIT MARK NOMINAL COOLING CAPACITY HEATING CAPACITY VOLT/PHASE INDOOR OUTDOOR MOCP MANUFACTURER SERVES NOTES MBH SEER MBH HSPF CFM UNIT MCA UNIT MCA (AMPS) AC-S1A.1, .2, .3, .4/ 399 6.0 19 7.2 10 208-240/1 1 12 15 CARRIER/MITSUBISHI SAILFISH SEE BELOW CU-S1A DAIKIN OR APPROVED EQUAL STORAGE AC-SIB/CU-SIB 738 22.5 19 27.6 10 208-240/1 1 17.1 20 CARRIER/MITSUBISHI DAIKIN OR APPROVED EQUAL SAILFISH EXERCISE RM SEE BELOW AC-S1C.1, .2, .3/ 399 6.0 19 7.2 10 208-240/1 1 12 15 CARRIER/MITSUBISHI SAILFISH SEE BELOW CU-SIC DAIKIN OR APPROVED EQUAL STORAGE AC-S1D.1, .2, .3, .4/ 399 6.0 19 7.2 10 208-240/1 1 12 15 CARRIER/MITSUBISHI SAILFISH SEE BELOW CU-S1D DAIKIN OR APPROVED EQUAL STORAGE AC-M1A.1, .2, .3, .4/ 399 19 7.2 10 208-240/1 1 12 15 CARRIER/MITSUBISHI SAILFISH SEE BELOW CU-M1A DAMN OR APPROVED EQUAL STORAGE AC-M1B.1, .2, .3,/ 399 ]6.0 19 7.2 10 208-240/1 1 12 15 CARRIER/MITSUBISHI MAHI-MAHI SEE BELOW CU-MlB DAIKIN OR APPROVED EQUAL STORAGE AC-M1C.1,.2, .3,.4/ 399 19 7.2 10 208-240/1 1 12 15 CARRIER/MITSUBISHI MAHI-MAHI SEE BELOW CU-M1C DAIKIN OR APPROVED EQUAL STORAGE AC-M1D.1, .2,/ 399 6.0 19 7.2 10 208-240/ 1 1 12 15 CARRIER/MITSUBISHI MAHI-MAHI ELEC/STORAGE SEE BELOW CU-M1D DAIKIN OR APPROVED EQUAL CARRIER/MITSUBISHI LOBBY AC-S1E/CU-S1E 399 12.0 20.5 14.4 10 208-240/1 1 12 15 DAIKIN OR APPROVED EQUAL SAILFISH SEE BELOW AC-M1E/CU-M1E 399 12.0 20.5 14.4 10 208-240/1 1 12 15 CARRIER/MITSUBISHI DAIKIN OR APPROVED EQUAL LOBBY MAHI-MAHI SEE BELOW NOTES: 1. INSTALL AND ANCHOR CONDENSER UNIT TO 4. PROVIDE 5 YEAR WARRANTY. 6. PROVIDE PROGRAMMABLE THERMOSTAT. STRUCTURE. 5. PROVIDE SINGLE POINT ELECTRICAL 7. PROVIDE CONDENSATE PUMP. 2. MIN. SEER OF 14.0 CONNECTION WITH DISCONNECT (INDOOR UNIT 8. PROVIDE LOW AMBIENT CONTROL. 3. PROVIDE 410A REFRIGERANT. FED FROM OUTDOOR UNIT). COOLING HEATING LOAD SUMMARY OUTDOOR INDOOR COOLING (MBH) w O Ll W W F� z dy x 6Z Z 19 W �3w z �' d �q p �w z w •¢ F� FOB pip, Q 0 O o p fix., c5 x F UNIT A 1691 95 80 75 60 26.1 9.5 35.6 30 12.2 UNIT B 1616 95 80 75 60 26.1 9.5 35.6 30 12.2 UNIT C 1691 95 80 75 60 35.9 13.6 49.5 31 14.2 UNIT D 1424 95 80 75 60 26.1 9.5 35.6 30 12.2 UNIT E 1420 95 80 75 60 26.1 9.5 35.6 30 12.2 UNIT F 1420 95 80 75 60 26.1 9.5 35.6 30 12.2 UNIT G 1424 95 80 75 60 35.9 13.6 49.5 31 14.2 NOTES: - THIS SUMMARY IS BEING SUBMITTED IN ACCORDANCE WITH 2O17 FLORIDA BUILDING CODE (6TH EDITION), 2017 ENERGY CONSERVATION CODE (6TH EDITION), SECTION C403.2.1. - SIZING METHOD USED: ASHRAE TRANSFER FUNCTION METHOD. AIR DISTRIBUTION DEVICE SCHEDULE MARK TYPE CFM MAX NECK FLEX MANUFACTURER/ MODEL REMARKS RANGE NC SIZE (IN.) DIAM. (IN.) 0-100 25 6"0 6 101-200 25 8"0 8SUPPLY METAik HIRE 1,2,3 201-300 25 10"0 10 ® DIFFUSERS 301-400 25 12"0 12 401-600 25 14"0 14 0-100 25 12x6 6 8x12 RETURN METAL*AIRS 1,2,3 101-200 25 12x10 8 ® GRILLE RHF 201-300 25 12x12 10 301-400 25 18x12 12 SWD SIDEWALL - 25 SEE - TITUS 1,2,3 DIFFUSER DWGS 272-FS SWR SIDEWALL 25 SEE TITUS 1,2,3 RETURN DWGS 4FL REMARKS: 1. PROVIDE OPPOSED BLADE VOLUME DAMPERS. 2. CONTRACTOR SHALL COORDINATE GRILLES, DIFFUSERS AND REGISTER'S BORDER TYPES WITH CEILING, WALLS, EQUIPMENT ETC. 3. PROVIDE ALL ALUMINUM CONSTRUCTION. NOTES: 1. ALL GRILLES SHALL BE FULL FACE OF MODULE. ALL LAY -IN CEILING RETURN MODULES SHALL BE 24"x24" WITH 20"x20"xl" FILTER 2. INSULATE THE BACK OF ALL SUPPLY AND RETURN AIR DEVICES. 3. PROVIDE BORDER TYPE I FOR LAY -IN CEILINGS, AND BORDER TYPE 3 FOR GYPSUM BOARD CEILINGS. 4. PROVIDE 1" PLEATED FILTER. 5. THE NUMBER ADJACENT TO THE FIXTURE INDICATES AIR FLAW (CFM). LEGEND SYMBOL DESCRIPTION © THERMOSTAT ® HUMIDISTAT H+f+BtEt+t++f+ ROUND INSULATED FLEXIBLE DUCT -I FIRE DAMPER -CD- CONDENSATE UCH_ UNDERCUT DOOR mm ® SUPPLY DIFFUSER ® RETURN AIR GRILLE ® OA SOFFIT LOUVER -r--r TG TRANSFER GRILLE (ABOVE DOOR) ® INLINE FAN EF- EXHAUST FAN WITH DESIGNATION - r- ® EA SOFFIT LOUVER DUCT TRANSITION OR RECTANGULAR OR ROUND SUPPLY OR RETURN DUCT (AS NOTED) 0R ' mipm MANUAL VOLUME DAMPER ElELBOW WITH TURNING VANES DIFFUSER TYPE ® 450-__ CFM DIFFUSER OR GRILLE DESIGNATION DUCTSOX Eka,A4- MOTORIZED DAMPER AC AIR CONDITIONER AHU AIR HANDLER CD CONDENSATE DRAIN CFM CUBIC FEET PER MINUTE CO CARBON MONOXIDE SENSOR CU CONDENSER DB WB DRY BULB WET BULB EA EXHAUST AIR EF EXHAUSTFAN KW KILOWATT MBH THOUSAND BTU PER HOUR MCA MINIMUM CIRCUIT AMPS OA OUTSIDE AIR PTAC PACKAGE TERMINAL AIR CONDITIONER RA RETURN AIR SA SUPPLY AIR SENS SENSIBLE SD SMOKE DETECTOR RTU ROOFTOP UNIT LIGHT DASHED INDICATES EXISTING EQUIPMENT DARK DASHED INDICATES EXISTING EQUIPMENT RELOCATED DARK SOLID INDICATES NEW EQUIPMENT HATCHED ITEMS INDICATES EQUIPMENT TO BE REMOVED AND RELOCATED DEMO NOT IN CONTRACT (N.I.C.) SEQUENCE OF ; OPERATION BASE BID 1 1. PROVIDE INDIVIDUAL ROOM LED "" PROGRAMMABLE THERMOSTATS THAT SHALL MAINTAIN ROOM SET POINTS. 2. AIR HANDLER FAN SHALL START AND STOP OP COMMAND FROM THERMOSTAT BASED ON TII r „ OF DAY SCHEDULE. 3. LOCAL OVERRIDE CONTROL WILL START FAN AND PERMIT IT TO RUN FOR A PREDETERMINI ' INTERVAL. 4. OUTSIDE AIR DAMPER SHALL OPEN AND SHAL -- BE CONTROLLED BY A MOTORIZED DAMPER INTERLOCKED WITH THE COMPRESSOR. J` 5. ON A RISE OF RETURN OR SPACE AIR TEMPERATURE FROM 75OF SETPOINT (ADJUSTABLE), THE CONTROLLER SHALL ENERGIZE THE UNIT'S COMPRESSOR TO F MAINTAIN 570F SUPPLY LEAVING AIR TEMPERATURE SETPOINTS. 6. SPACE AIR TEMPERATURE SETPOINT SHALL BI SET BY THE OWNER AND SHALL BE ADJUSTAI 7. THE CONTROLLER SHALL STAGE ONE COMPRESSOR AT A TIME. IF TEMPERATURE INCREASES, THE SECOND COMPRESSOR WILI STAGED ON (IF DUAL COMPRESSOR IS FURNISHED) 8. IN THE WINTER MONTHS, THE UNIT'S HEATER SHALL BE STAGED ON TO MAINTAIN 68"F. 9. IF HUMIDITY INCREASES ABOVE 60%. THE UN SHALL ENERGIZE THE COMPRESSOR TO MAINTAIN A COLD COIL. s MECHANICAL SPECIFICATIONS SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL 14VAC SYSTEM AS INDICATED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH ALL OTHER TRADES. CHANGES TO THE DESIGN BY THE CONTRACTOR WILL RESULT IN ADDITIONAL DESIGN COST AT CONTRACTORS EXPENSE. ALL WORK SHALL BE IN COMPLIANCE WITH THE 2017 FLORIDA BUILDING CODE (6TH EDITION), 2017 FLORIDA BUILDING CODE - MECHANICAL (6TH EDITION), 2017 FLORIDA BUILDING CODE - PLUMBING (6TH EDITION), 2017 FLORIDA FIRE PREVENTION CODE (6TH EDITION), 2017 FLORIDA BUILDING CODE -ENERGY CONSERVATION (6TH EDITION) FOR BUILDING CONSTRUCTION, 2014 NATIONAL ELECTRIC CODE (NEC), UNITED LABORATORIES (UL), AND THE ORDINANCES AND REGULATIONS OF THE LOCAL AUTHORITY HAVING JURISDICTION. BEFORE PURCHASE OR FABRICATION OF EQUIPMENT AND WITHIN 30 DAYS OF AWARD OF GENERAL CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEER FOR APPROVAL, 3 COPIES OF SHOP DRAWINGS FOR ALL DUCTWORK AND HVAC EQUIPMENT AND MATERIALS. SHOP DRAWINGS SHALL INDICATE WORKING AND ERECTION DIMENSIONS, ELECTRICAL CHARACTERISTICS (VOLTS, PHASE AND AMPS), LOCATION AT WHICH MATERIALS AND EQUIPMENT ARE TO BE INSTALLED AND OTHER ESSENTIAL DATA. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED, ANY MATERIAL USED WITHOUT APPROVAL WILL BE REJECTED. PROVIDE SUBMITTALS ON ALL ITEMS EXCEPT PIPING. SUBMIT SHOP DRAWINGS TO ELECTRICAL CONTRACTOR FOR APPROVAL AND COORDINATION. A COMPLETE HVAC DUCT LAYOUT INCLUDING MATERIALS MATERIALS, UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE OF DEFECTS AND IN ACCORD WITH FOLLOWING SCHEDULES AND PARAGRAPHS. THE APPROVAL OF ANY MATERIALS WILL NOT BE CONSIDERED AS ACCEPTANCE OF WORK WHERE INSTALLED IF SUCH MATERIALS PROVE DEFECTIVE. WHERE NO SPECIFIC WEIGHTS OR GRADES ARE SPECIFIED, MATERIALS SHALL BE OF THE GENERALLY ACCEPTED STANDARD WEIGHT AND GRADE. THE HEATING AND AIR CONDITIONING DUCTWORK SHALL BE OWENS CORNING TYPE 475-FR, 1-1/2" THICK FIBERGLASS DUCT (MIN R-VALUE OF 6) OR APPROVED EQUAL. THE DUCT SYSTEM, INCLUDING BOARD, VAPOR BARRIER, TAPES AND ADHESIVES, SHALL BE UL LISTED AND LABELED CLASS 1 AIR DUCT. DUCT SHALL BE INSTALLED PER THE LATEST REVISION OF "FIBROUS GLASS DUCT CONSTRUCTION STANDARDS", AS PUBLISHED BY SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION, INC. (SMACNA). EXHAUST DUCT SHALL BE GALVANIZED. THE HEATING AND AIR CONDITIONING DUCTWORK SHALL BE G-90 GALVANIZED STEEL PAINTED, w/ BLANKET INSULATION (MIN. R-6). EXHAUST DUCT SHALL BE GALVANIZED. PROVIDE FLEX DUCT TO AIR DEVICE WHERE SHOWN (NO MORE THAN 6-0" LONG). ALL DUCTWORK PENETRATING FIRE -RATED WALLS SHALL HAVE A FIRE DAMPER. THE USE OF R-6 DUCTBOARD MAY BE USED AS AN ALTERNATE (OWNER OPTION). AIR DISTRIBUTION OUTLETS GRILLES, REGISTERS, AND DIFFUSERS SHALL REQUIRE ADC, ARI, AND AMCA COMPLIANCE. BORDER STYLES AND FINISHES SHALL BE COMPATIBLE WITH ADJACENT CEILING SYSTEMS, AND CONSTRUCTED OF MATERIALS AND COMPONENTS AS REQUIRED FOR A COMPLETE INSTALLATION. SUPPLIER/MANUFACTURER SHALL VERIFY EACH DEVICE FOR A MAXIMUM NECK VELOCITY OF 500 FPM AND NC-30. PIPE SCHEDULE REFRIGERATION: REFRIGERANT PIPING SHALL BE ACR COPPER TUBING, WITH WROUGHT COPPER FITTINGS IN CONFORMANCE WITH ASTM B280. A. JOINTS IN COPPER TUBE (REFRIGERANT SERVICE) - CUT SQUARE, BURR, CLEAN FITTING AND TUBE TO CUP DEPTH OF FITTING APPLY THIN FILM OF BRAZING FLUX TO TUBE END AND FITTING. USE SILVER SOLDER AND OXYGEN -ACETYLENE EQUIPMENT ONLY IN MAKING JOINTS. PURGE WITH NITROGEN WHEN HEATING. Im AV B. PIPING SHALL BE SIZED AND INSTALL PER THE HEAT PUMP EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTION. C. SUCTION LINES SHALL BE INSULATED CONTINUOUSLY WITH EXTERIOR EXPOSED SURFACES TREATED PER MANUFACTURER'S RECOMMENDATIONS. INSULATION SHALL BE ARMAFLEX OR EQUAL. Wm. 17FFM I 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineez-s.com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS DATE NOVEMBER 8, 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT n z 0 w ra F Q z m REVISIONS WE■SEEMENEWHi Vl k12.a i,"s 4..."a a � ,t = in ,.•,�* .em.,., .. ,y;�:.*s-y ... n.�+:rt �-4+.';s -«axrr A; .r ,:�^t"_'k'' - '.;'z` 44 �! 6 (t r , 1-7 3 Y a In 0 00 N a TYR 10 11. (D 2 1 7 3 2 TYR 7 1 TYP. 2 9 TYP. 4" CD DN (TYP.) a' CD DN OW.) `.; T�FTFFFFFFMFFFtLS_a .. -If- _ %�IIiIl,�w�,.�l�alill. _. ,-i ,: A B C. S1A 1 AC-Sl Y. _ EF-S1C® AC-S1D.1 AC-SID.2 w M 4 M 4 M 4 �0. T.A. $F-SIB - -- _ x , CU-S1D SL 1 - SL2- c. .: _ ll SL5 ELEC AC-S1B c .................... r.r..r... . .r.r r .� rr.rr.rrrr ........rrrr r .. EXERCISE ROOM ---- ---- REF REF CD DN r o — I" CD "CD M. BEpRCOMldJREF --(,A UIIIT TYPE UNIT TYPE pNIT TYABcAC-S1C.1 AC-51C.2 AC-S1C._ SL7 SL8 SL9 MACH . KucHEN - L3 SL4 RM 1 CD li SL6 S; .4 -- RCHEN RCHEN , DINING ROOM CL CI DINING AC-S1A.3 AC-51AROOM CLO AGS1D.3 AG51D.4 GIN,NG S GM- 1" CD REF REFNZ CD CD ' B 2 M B N M& H 8 GL FGYER FOYER FOYER BEDROOM 2 , 24x24 O h 24x24 OA r _ a INTAKE LOUVE R INTAKE LOUVER _ -- ....rr.rr...r.....r.. 1------------------ 7_ — — 7 c nn '-MAINTENANCE MECHANICAL PLAN - 2ND FLOOR TAIR 1 5TAII 1/16" = 1141 m MIA - _ TRASH RM _ J _- -- I T IIIII f=E T IQ FII 1 IR Ill 1IL ---- �I J A B C 3 8 10 M-4 M-4 M-4 . .r........... ....r. ...r.... ........rr . rr.rr.....r.. ...... r..1' MECHANICAL PLAN - GARAGE - - �E I1 - , _ 1/8" 11-/{" , GREAT ROGM M:BEDROOM M. BEDROOM GRF.pT ROOM M. BEDROOM GREAT ROOM V _i UNIT TYPE UNIT TYPE UAIT TYPE - A B c i li ' KTCHEN KTCHEN j KITCHEN CEI i DINING ROOM CL OININGftOOM LCL F' NOTES O 1, PROVIDE ALUMINUM LOUVER FULL SIZE OF FAN OPENING. 2. MOUNT AC UNIT ON WALL. ROUTE REFRIGERANT PIPING TO EXTERIOR CONDENSER. 3. ROUTE CONDENSATE DRAIN FROM AC UNIT TO EXTERIOR GREEN AREA OR STORM DRAIN SYSTEM 04" MIN. FROM EACH UNM. 4. PROVIDE 24x12 LOUVER AT TOP OF ELEVATOR SHAFT. 5. ROUTE REFRIGERANT PIPING UP THROUGH ROOF PENETRATION TO CONDENSER. MOUNT PIPING ON RAIL OR CONDENSER SUPPORT. 6. PROVIDE 18" HIGH ALUMINUM STANDS FOR CONDENSERS. 7. PROVIDE TWO CARBON MONOXIDE SENSORS TO ACTIVATE EXHAUST FAN. 8. PROVIDE CASSETTE UNIT IN CEILING. ROUTE PIPING TO EXTERIOR CONDENSER. 9. ANCHOR CONDENSERS TO WALL SUPPORT. PROVIDE ALL ALUMINUM WALL RACKS. 10. MOUNT THERMOSTAT AT 48" ABOVE FINISHED FLOOR. BA z m.6Am m: BATi1TT THz M. epm ep Iz , L - -�- FOYER ® i - II � BEDROpA2 FOYER FOYER OFDRCOM2 , - ' PEDROGM3 BEDROOM2 Ga`. ; . ELEVATOR t L.........r.r............a.....r.r...............r L............ MECHANICAL PLAN - 3R 4 4 tow V74 A B - 5 M-5 M-5.. k u- . .................... .................... .. GREAT ROOM M BEBROCM M. BEDROOM GREATkCOM M. DE 1 UNIT TYPE UNIT TYPE A B KTCHEN / KITCHEN , ()WING ROOM CL C� PINING ROOM CLOS `� BA 2. M. ft4TH MBATi __ TH2 M. BATH FOYER ' BEpROOM2 FOYER K - � , BEDRWM3 .ELEVATOR REOROOM2 EpROOM3 - L�_I 6Ep�OM9 ;y ��111Lll1Lll LIL_ MILLLLLI)� . � 1 � � - L...r---- ----------r.r.-L----r.r.------rrrr..---- JLrr.------r--- MECHANICAL PLAN - ROOF PLAN - {ANI AL =F-0,1 nn MEC� C 4TH FLOOR (PENI 1/8" ded, .'ll ngin..nng, inc 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8, 2018 moommommom�REVIEW SET PERMIT SET BID SET CONSTRUCTION SET E]' AS BUILT F�' REVISIONS ' i �I F Q i 0 1" CD 1 4' CD 1a'CD A MECHANICAL PLAN - UNIT A ( 2ND FL M-2-2 3RD FLOOR SIMILAR 1 /4' = 1'-0" ao O a ;I CD 4" CD 4" CD NOTE: DRYER VENT LENGTHS THAT EXCEED 35 FEET, OWNER SHALL PRE -PURCHASE DRYER WHICH IS RATED TO EXHAUST THROUGH EQUIVALENT FEET OF 4" SMOOTH DUCT. DRYER SHALL BE INSTALLED AND DOCUMENTATION SHALL BE MADE AVAILABLE TO CODE OFFICIAL PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. A PERMANENT PLACARD SHALL BE PLACED WITHIN 6 FEET OF VENT CONNECTION WITH EQUIVALENT LENGTH LISTED. 3RD FLOOR SIMILAR DRYER VENT UNIT A: HORIZONTAL RUN = 18 FT 90" ELBOW = 15 FT VERTICAL RUN = 8 FT TOTAL RUN = 41 FT UNIT B: HORIZONTAL RUN = 36 FT 90" ELBOW 15 FT VERTICAL RUN = 8 FT TOTAL RUN - 59 FT UNIT C: HORIZONTAL RUN = 18 FT 90" ELBOW = 15 FT VERTICAL RUN 8 FT TOTAL RUN = 41 FT re 1/4" = F-0" NATURAL VENTILATION CALCULATIONS UNIT A: 1691 SQ. FT. TOTAL 68 SQ. FT. OF NATURAL VENTILATION REQUIRED PER FMC 402.2. 128 SQ. FT. AVAILABLE UNIT B: 1616 SQ. FT. TOTAL 65 SQ. FP. OF NATURAL VENTILATION REQUIRED PER FMC 402.2. 83 SQ. Fr. AVAILABLE UNIT C: 1691 SQ. FT. TOTAL 68 SQ. Fr. OF NATURAL VENTILATION REQUIRED PER FMC 402.2. 128 SQ. Ff. AVAILABLE C NOTES O 1. INSTALL NEW EXHAUST FAN. SEE DETAIL. 2. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED. 3. INSULATE BACK OF ALL DIFFUSERS. 4. MOUNT THERMOSTAT AT 48" ABOVE FINISHED FLOOR. 5. MOUNT AC UNIT ON PLATFORM. SEE DETAIL. 6. PROVIDE 12"xl2" E.A. WALL OUTLET OR SOFFIT. 7. ROUTE REFRIGERANT PIPING UP TO CONDENSER ON ROOF. 8. ROUTE CONDENSATE DRAIN TO RISER. 9. MAINTAIN T-0" CLEAR FROM WINDOWS FOR ALL EXHAUST OUTLETS. 10. ROUTE 6"0 RANGE HOOD VENT TO EXTERIOR VENT CAP OR LOUVER. 11. RETURN AIR THROUGH LOUVERED DOOR. 12. PROVIDE 4" DRYER VENT. MECHANICAL PLAN - UNIT 3RD FLOOR SIMILAR C (2ND FL) , 1/4" = 1-I 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida'32955 Phone 321.633.4522 Fax 321.633.4528 www.dde-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS DATE NOVEMBER 8, 2018 REVIEW SET ❑ PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS 0 REVIL ODE C 11� LIANL, ST. LiJ E OUNTY', Q to 6 z 6 1 9 f) 12 aI- 1 TYP. 0 0 Z Q 04 '�' U W t CA r) E x a � o:J x �D N �C0 ¢ y co I � — SHE " NO.: Zi DRAWN: JS W CHECKED: DAD APPROVED: DAD David A. DaSilva 54739 y to D OA % f� �!/llllE:l g Copyright 0 2018, DDC ELgineeriug, Inc. 4 .� �-�---r---, .-� i �i � t kN� �,_-ai 11 I ■ ■ 1 ■ ■ ►7 i 1" CD 1 a' CD J" CD 4" CD � CD 1 4" CD A CONDENSATE RISER N.T.S. NOTE: DRYER VENT LENGTHS THAT EXCEED 35 FEET, OWNER SHALL PRE -PURCHASE DRYER WHICH IS RATED TO EXHAUST THROUGH EQUIVALENT FEET OF 4" SMOOTH DUCT. DRYER SHALL BE INSTALLED AND DOCUMENTATION SHALL BE MADE AVAILABLE TO CODE OFFICIAL PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. A PERMANENT PLACARD SHALL BE PLACED WITHIN 6 FEET OF VENT CONNECTION WITH EQUIVALENT LENGTH LISTED. DRYER VENT UNIT A: HORIZONTAL RUN = 18 FT 90" ELBOW = 15 FT VERTICAL RUN = 8 FT TOTAL RUN = 41 FT UNIT B: HORIZONTAL RUN = 36 FT 90" ELBOW = 15 FT VERTICAL RUN = 8 FT TOTAL RUN = 59 FT UNIT C: HORIZONTAL RUN = 18 FT 900 ELBOW = 15 FT VERTICAL RUN = 8 FT TOTAL RUN = 41 FT L NATURAL VENTILATION CALCULATIONS UNIT A: 1691 SQ. FT. TOTAL 68 SQ. FT. OF NATURAL VENTILATION REQUIRED PER FMC 402.2. 128 SQ. FT. AVAILABLE UNIT B: 1616 SQ. FT. TOTAL 65 SQ. FT. OF NATURAL VENTILATION REQUIRED PER FMC 402.2. 83 SQ. FT. AVAILABLE UNIT C: 1691 SQ. FT. TOTAL 68 SQ. FT. OF NATURAL VENTILATION REQUIRED PER FMC 402.2. 128 SQ. FT. AVAILABLE NOTES 1. INSTALL NEW EXHAUST FAN. SEE DETAIL. 2. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED. 3. INSULATE BACK OF ALL DIFFUSERS. 4. MOUNT THERMOSTAT AT 48" ABOVE FINISHED FLOOR. 5. MOUNT AC UNIT ON PLATFORM. SEE DETAIL. 6. PROVIDE 12"x12" E.A. WALL OUTLET OR SOFFIT. 7. ROUTE REFRIGERANT PIPING UP TO CONDENSER ON ROOF. 8. ROUTE %a' CONDENSATE DRAIN TO RISER. 9. MAINTAIN 3-0" CLEAR FROM WINDOWS FOR ALL EXHAUST OUTLETS. 10. ROUTE 6"0 RANGE HOOD VENT TO EXTERIOR VENT CAP OR LOUVER. l 1. RETURN AIR THROUGH LOUVERED DOOR. 12. PROVIDE 4" DRYER VENT. BEDROOM 3SWP 5 so 1,0 '. ::.=. ell r? I g io nng �nG 4083 South U.S. Hi way 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8, 2018 REVIEW SET ❑ PERMIT SET BID SET ❑ CONSTRUCTION SET ❑ AS BUILT REVISIONS o MECHANICAL PLAN - UNIT A (4TH FL) MECHANICAL PLAN -UNITE (4TH F M-2 1 /4" = 1.0 1 0 N i L) /4" = h-0 n MECHANICA M-2 _ SPIN IN FITTING WITH ,� INSULATE SUCTION LINE .: PPLY '. R" SUPPLY DUCT ,:18' '',SCOOP HIGH SUPPORT FROMs,:CONDENSING AND VOLUME DAMPERFLEX CONNECTION -: REFRIGERANTPIPINGON MIN.STRUCTURE( ) a9ROOF UNIT SUPPORT RA¢ bUCTCLAMPDUCT `: SUPPORT „ - '(i8 HIGH)-` SUPPLYAH2'1 A "INSULATEDFLEX DUCT DUCT SUPPORTFROM "AC CLOSET WALL ;. n JAIR .REFRIGERANT'-�•PROVIDE1/2'". _----CTURE RODS AND;NEOPRENE 7 VIH RATIONISOLATORSLINESACUNIT PH9NG PROVIDE SULA 1 0 AD I . : ISOLATI NP(FRI)GERANT 4. RE UIRED. . .,CEIIING -... AND ANCHOR CONDENSTO I EXTERIOR GREEN I : : ANCHORP-TRAP BOTH.SIDES FLEXIBLE ;:. I CONNECTION TYP. ( )'' PROVIDE SADDLE :->.. CD TOP RISER l _ TO WALL AREA OR I SUPPORT. -�. HANDLER OSU r::,,,...�..,.,.m N EN ERNCOD S' N WALL SUPPORT .... I.` DRYWELL .:. :. ,: I ONEA' LI UID AND CTI LINES O _. _ _.,_ iJIvHQ[JM FRAME ANGHO D .. / � DISCONNECTAH2 cwrrra .,: DUCTSUPPO DAMPER OPERATOR SHALL DUCT SCHEDULE DUCT DIMENSIONS .::INCHES'". :.TYPE ` HANGER "UP TO 18 . A ' 19 TO 30. : " A B .. NOTE: S'-0" MAX HANGER SPACING.: ' N.T.S. 1.a,.a.o, ,. _.._._. I _.._._. :.I E TN YS M ' - - 0. WL 5 027 _I ATTACH TO i 47 ANSI UL1 9 AST F RATING = 2 HR E814 1 :%I ' : _.TRU URE S CT RTINU US T RATING 12 H `. :THREADED ROD r A II z L RATING AT AM BI N AT 400 F L RATING M FT THAN CF S NT LESS I 1 Q LESS THAN 1 CFM S FT / Q b M ,. RECTANGULARTO -: U-BOLT REVIEWED � E D`' jRLAW• C .ROUND TRANSITION `. <� INSULATION PIPE IIVSULA 0 P . COMPINE I. , 2 6 '.: ::. GALVANIZE D .SPIRAL DUCT PIPE C : L] ,. /. IE C C NT `Y 4 zi (� SUPPLY AM ` ,• _�--------------- :DUCT 'PIPE SADDLE (18.GA., 18" LONG) ' `"FLOW : PIPE SADDLE WASHER (i'YP.) 1.1 "---------------- -: "P•) UNISTRUT OR ... , ALL INSULATION PASSES ANGLE IRON a MV THRU HANGER UNBROKEN LOCKN T (TYP. U ) 3 T SIZES UP d 3 MULTIPLE SINGLE F ' 6 RETURN EXHAUST AIR / ... ;: >I W _ SECTiO A A : DUCE F�1 1. Wall Assembl Y The fue rated sum wallboard stud wall _ _ assembly e / £3'P Y shall be �•i aau rau.uav a A. STEEL P STEEL P B. COPPER COPPER C. COPPER COPPER TUBE INSUI BUTADIENF THE FORM IN. IS REQU ANY RECOC ABOVE SPE CLASSIFICA 5. PACKING M WOOL BATI FORK PAC] WALL AS RI MATERIAL. 6. FILL, VOID I FILL MATEF SURFACES HILTI CONS FS-ONE MA STOP SYSTEM: PIPE OR TUBING TO BE RIGIDLY SUPPORTED i V W Er r� OF WALL ASSEMBLY: THE FOLLOWING TYPES AND SIZES OF OR TUBING MAY BE USED: NOM 2 IN: DIAM OR SMALLER SCHEDULE 40 OR HEAVIER) U a rn x E L OR HEAVIER R SMALLER TYPE O NOM 2 IN. DIAM (0 ) ( ) W _W F G. OR SMALLER) REGULAR OR HEAVIER NOM 2 IN DIAM ( _S ) ( ) I a U 0 z a O N NOM 3 4 IN. THICK AC RYLONITRILE YVINYL CHLORIDE (AB/PVC) , .FLEXIBLE FOAM FURNISHED IN W a BING. AN ANNULAR SPACE OF MIN 1 3/ 16 IN: TO MAX 1-5/8 WITHIN THE FIRESTOP SYSTEM. D COMPONENT TUBE INSULATION MATERIAL MEETING THE i ATIONS AND HAVING A UL 94 FLAMMABILITY OF 94 SVA MAYBE USED. MIN 3-1/2 IN: THICKNESS OF MIN 4.0 PCF MINERAL j .1 Fd W CATION FIRMLY PACKED INTO OPENING AS A PERMANENT MATERIAL TO BE RECESSED FROM BOTH SURFACES OF r� ^ H D TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL i SEALANT — I AVITY MATERIAL — .MIN 3/4IN.THKNESS OF C ANNULUS- BOTH U PPLIED WITHIN THE FLUSH WITH ALL. ff l\ T1 INC TION CHEMICALS, DN OF HIL — FS-ONE SEALANT OR V UMESCENT SEALANT SHEET NO.: I INSULATED METALIC PIPE � PENETRATION DETAIL N.T.S. P_D.100 rr ll V DRAWN: JS W CHECKED: DAD rf APPROVED: "DAD O David A. DaSdva' 1 _ I I I SDI 79 OAVID .� ti O _co co__ o y r •o ^, i.� i - ' - F?T,s t P 2018, DDC Engineering, Inc. SUPPLY AIR SUPPLY DUCT FLEX CONNECTION AC CLOSET WALL REFRIGERANT LINES P-TRAP CD TOI#"RISER AIR HANDLER ON EQUIPMENT SUPPORT FILTER 4" PVC CHASE ACCESS TO EXTERIOR AC STAND FLOOR TYPICAL M 1 AC INSTALLATION N.T.S. LINTEL DUCT CAULK AL� I AROUND � i BIRDSCREEN 5" DRAINABLE LOUVER (MIN.) LOUVER FRAME SECURE TO WAI RAIN SILL AC UNIT PROVIDE WALL BRACKET AND ANCHOR TO WALL J 1 T REFRIGERANT PIPING j /CONDENSER V ON WALL SUPPORT INSULATED CONDENSATE TO EXTERIOR GREEN AREA OR STORM DRAIN u M2]DUCTLESS SPLIT SYSTEM N.T.S. THERMOSTATIC EXPANSION VALVE (TYP}-� A 1 BOA I 4s,(rgp0� SIGHT GLASS (OPT) SUCTION T SOLENOID VALVE FILTER DRIER ISOLATION VALVE (TYP) CONDENSING UNIT-- K-,c �- EXISTING WALL TYPICAL WALL REFRIGERANT PIPING M 7 LOUVER DETAIL M 8 DETAIL N.T.S. N.T.S. SYSTEM NO. W—L-5027 ANSI/ULI479 (ASTM E814) F RATING — 2 HR `IR tea' T RATING — 1/2 HR L RATING AT AMBIENT— LESS THAN 1 CFM/SQ FT ft45 LRATING AT 400 F — LESS THAN 1 CFM/SQ FT RECTANGULAR TO ZED (— ROUND TRANSITION A /-SPIRAL GALVDUCT rr \\\\\\ A 6 SECTIO A -A 1B 1. Wall Assembly -The fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board - Two layers of 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of opening is 6 in. 2. Metallic Sleeve - Nom 6 in. diam (or smaller) Schedule 40 (or thinner) steel pipe cast into wall assembly with joint compound and installed flush with wall surfaces. 3. THROUGH PENETRANTS - ONE METALLIC PIPE OR TUBING TO BE CENTERED WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR TUBING MAY BE USED: A. STEEL PIPE - NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 (OR HEAVIER) STEEL PIPE. B. COPPER TUBING - NOM 2 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. C. COPPER PIPE - NOM 2 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 4. TUBE INSULATION - NOM 3/4 IN. THICK ACRYLONITRILE BUTADIENE/POLYVINYL CHLORIDE (AB/PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING. AN ANNULAR SPACE OF MIN 1-3/16IN. TO MAX 1-5/8 IN. IS REQUIRED WITHIN THE FIRESTOP SYSTEM. ANY RECOGNIZED COMPONENT TUBE INSULATION MATERIAL MEETING THE ABOVE SPECIFICATIONS AND HAVING A UL 94 FLAMMABILITY CLASSIFICATION OF 94-5VA MAY BE USED. S. PACKING MATERIAL - MIN 3-1/2 IN. THICKNESS OF MIN 4.0 PCF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. 6. FILL, VOID OR CAVITY MATERIAL - SEALANT - MIN 3/4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE SEALANT OR FS-ONE MAX INTUMESCENT SEALANT INSULATED METALIC PIPE M 13 PENETRATION DETAIL N.T.S. P-D100 SUPPLY AIR DUCT .9rT;iUm MVD RETURN / EXHAUST AIR DUCT M14TAKE—OFF DETAIL N.T.S. ® INSULATE SUCTION LINE 18" HIGH CONDENSING UNIT DUCT ROOF REFRIGERANT PIPING SUPPORT(MIN.)ON SUPPORT RAB. (18" HIGH) 0 AC UNIT PROVIDE INSULATED NEOPRENE �1 ISOLATION PAD WALL BRACKET CEH,ING CONDENSATE TO I ANCHOR AND ANCHOR EXTERIOR GREEN; BOTH SIDES TO WALL AREA OR I DRYWELL I LIQUID AND SUCTION LINES UMINUM FRAME ANCHORE `CONDENSER ON TO EVAPORATOR TO ROOF DECK. PROVIDE �" CONCRETE PAD %" EPDXY SET BOLT W/ 3Y," s ANGLE BRACKET EMBEDMENT AT EACH LEG I• TEK-SCREWS OF STAND. TO EVAPORATOR COIL CONDENSER SUPPORT MAXIMUM 2 PIPES AL PER CONDUIT, TYP. \ NOTE: 1. ALL AC EQUIPMENT CURB HEIGHTS MUST MEET THE 2010 FLORIDA CAUTION: USE CARE. DO NOT BUILDING CODE REQUIREMENTS AND PUNCTURE THE CONDENSER SHALL BE RATED FOR WIND SPEEDS OF COIL. 150 MPH. CONDENSER UNIT M3 SPLIT SYSTEM M4 (ROOF MOUNTED) DETAI N.T.S. N.T.S. THREADED CAP, FLOAT SWITCH IN HAND TIGHTENED SECONDARY DRAIN LINE TO DISABLE AHU SHOULD THREADED CAP WITH Y2"0 SECONDARY DRAIN LINE HOLE DRILLED IN TOP, ACCUMULATE WATER. HAND TIGHTENED. AIR b HANDLER SLOPE TO UNIT DRAIN DRAIN CASSLEEVE CASING SLEEVE pa UNION 12" EXTENSION PIPE WITH THREADED CAP NOTE: AT END 1. FILL TRAP MANUALLY ON INITIAL START-UP. 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. 3. A = 1J TIMES FAN SUCTION S.P. B = Y2" PLUS FAN DISCHARGE S.P. 4. ALL CONDENSATE PIPING TO BE COPPER. 5. INSULATE ALL DRAIN LINES WITH %" ARMAFLEX CONDENSATE DRAIN 4" RIGID PIPE NOT TO EXCEED 2"THROUGH DRYER BOX 2" Mg IP—TRAP DETAILI� LLL• I M10 N.T.S. SADDLE .,...TION PASSES THRU HANGER UNBROKEN SIZES UP TO 3" SINGLE ATTACH TO STRUCTURE CONTINUOUS THREADED ROD U-BOLT PIPE INSULATION -PIPE SADDLE (18 GA., 18" LONG) -WASHER (TYP.) -UNISTRUT OR ANGLEIRON -LOCKNUT (fl'P.) INSULATED M151PIPE HANGER DETAIL N.T.S. M-DO09 DRYER WALL CAP PROVIDE 1/2" RODS AND VIBRATION ISOLATORS, (4 REQUIRED) —� FLEXIBLE WITH UME SUPPORT FROMSTRUCTURESUPPLY LDAMPER AIR DUCT `�D T SUPPORT FROM STRUCTURE CONNECTION (TYP.) PROVNJE SADDLE I 40.J SUPPORT J DUCT SUPPORT DISCONNECT EA DAMPER OPERATOR SHALL SWITCH DUCT BE ACCESSIBLE. PROVIDE U EXTENSION THRU INSULATION CEILING'0 INSULATE BACK OF ALL AIR DIFFUSER DISTRIBUTION DEVICES FAN GRILLE CEILING AIR FLOW EXHAUST FAN DETAIL TYPICAL DUCT / M 5 (CEILING) M 6 DIFFUSER DETAIL N.T.S. N.T.S. SECURE TO STRUCTURE ABOVE AS RECOMMENDED BY SMACNA �.rf 1" 22 GA GALV. 7 I METAL STRAP -SHEET METAL SCREW, RIVET OR BOLT TO EXTERIOR BOTH SIDES OF DUCT. WALL TYPE W DRYER BOX FLEX TRANSITION HOSE DRYER VENT BOX DETAIL N.T.S. DUCT SCHEDULE DUCT DIMENSIONS INCHES TYPE HANGER UP TO 18 A 19 TO 30 A B 30 TO 60 B NOTE: 8'-0" MAX HANGER SPACING I MOTOR & DRIVE SECURE TO STRUCTURE SAFETY GUARD ABOVE AS RECOMMENDED BY SMACNA HANGER ROD SIZE: A" DISCONNECT I WALL SLEEVE OR COLLAR TYPE'B' GALVAI ANGLE I m//-WALL 3R VER .E TYPE DUCT SUPPORT DETAIL M12 SIDEWALL M 11 „rsEXHAUST FAN DETAIL ddc engineering 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS DATE NOVEMBER 8, 2018 REVIEW SET PERMIT SET BID SET ❑ CONSTRUCTION SET ❑ AS BUILT i PLUMBING SPECIFICATIONS SECTION 15400 PLUMBING FIXTURES AND EQUIPMENT PART 1 - GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. WATER CLOSETS 2. LAVATORIES 3. SINKS 1.2 CLOSE OUT SUBMITTALS A. OPERATION AND MAINTENANCE DATA: SUBMIT LITERATURE AND PARTS LIST. 1.3 QUALITY ASSURANCE A. PERFORM WORK IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. B. MAINTAIN ONE COPY OF EACH DOCUMENT ON SITE. C. REFER TO DISTRICT MASTER SPECIFICATIONS FOR FURTHER REQUIREMENTS. NOTE DISTRICT SPECIFICATIONS WILL OVER RIDE ALL SPECIFICATIONS LISTED ON THIS SHEET. PART 2 PRODUCTS (NOTE: REFER TO DRAWINGS FOR REQUIREMENTS) 2.1 WATER CLOSETS OWNER TO SELECT 2.2 LAVATORIES, TUBS, ETC. OWNER TO SELECT 2.3 SINKS A. ELKAY OR JUST B.. SINGLE COMPARTMENT BOWL: DOUBLE COMPARTMENT 20 GAUGE (.09MM) 18 GAUGE THICK TYPE 304 STAINLESS STEEL, SELF -RIMMING WITH UNDERCOATING, 31/2" CRUMB CUP AD CHROMED BRASS DRAIN, LEDGE BACK DRILLED FOR TRIM. C. TRIM: CHROME PLATED BRASS SUPPLY WITH SWING SPOUT, WATER ECONOMY AERATOR WITH MAXIMUM 2.2 GPM (8.3L/M) FLOW, INDEXED LEVER HANDLES; CHROME PLATED BRASS P-TRAP WITH CLEAN OUT PLUG AND ARM WITH ESCUTCHEON. D. PLUMBER TO VERIFY ACTUAL SINK SIZE WITH CABINET SUPPLIER/INSTALLER PRIOR TO PURCHASING SINK. PART 3 EXECUTION 3.1 EXAMINATION A. VERIFY ADJACENT CONSTRUCTION IS READY TO RECEIVE ROUGH -IN WORK OF THIS SECTION. B. REVIEW MILLWORK SHOP DRAWINGS. CONFIRM LOCATION SIZE OF FIXTURES AND OPENINGS BEFORE ROUGH IN AND INSTALLATION. 3.2 PREPARATION A. PROVIDE INSERTS FOR PLACEMENT IN CONCRETE FORMS. 3.3 INSTALLATION A. INSTALL WORK IN ACCORDANCE WITH GOVERNING CODES, ORDINANCES AND REGULATIONS AND CONFORM TO FLORIDA BUILDING CODE, PLUMBING (6TH EDITION), FLORIDA BUILDING CODE, FUEL GAS (6TH EDITION), AND FLORIDA BUILDING CODE, ENERGY CONSERVATION (6TH EDITION). B. PERFORM EXCAVATION, BACK FILLING, AND COMPACTION IN ACCORDANCE WITH BUILDING DEPARTMENT STANDARDS. C. INSTALL EACH FIXTURE WITH CHROME PLATED RIGID OR FLEXIBLE SUPPLIES WITH SCREWDRIVER STOPS, REDUCERS, AND ESCUTCHEONS. D. ADJUST STOPS OR VALVES FOR INTENDED WATER FLOW RATE TO FIXTURES WITHOUT SPLASHING, NOISE, OR OVERFLOW. 3.4 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM A. DISINFECTION SHALL BE PERFORMED AT EACH INDIVIDUAL BUILDING. B. ALL LEAD TESTING TO BE PERFORMED IN ACCORDANCE WITH EPA AND THE LOCAL COUNTY HEALTH DEPARTMENT STANDARDS AND REGULATIONS AND MEET OR EXCEED THEIR ALLOWABLE SAFE DRINKING WATER PARAMETERS. C. PRIOR TO STARTING WORK, VERIFY SYSTEM IS COMPLETE, FLUSHED AND CLEAN. D. ENSURE PH OF WATER TO BE TREATED IS CORRECT. E. INJECT DISINFECTANT, FREE CHLORINE IN LIQUID, POWDER, TABLET OR GAS FORM, THROUGHOUT SYSTEM TO OBTAIN 50 TO 80 MG/L RESIDUAL. F. MAINTAIN DISINFECTANT IN SYSTEM FOR 24 HOURS. G. IF FINAL DISINFECTANT RESIDUAL TESTS LESS THAN 25 MG/L, REPEAT TREATMENT. H. FLUSH DISINFECTANT FROM SYSTEM UNTIL RESIDUAL IS EQUAL TO THAT OF INCOMING WATER OR 1.0 MG/L. I. BLEED WATER FROM OUTLETS TO ENSURE DISTRIBUTION AND TEST FOR CONTAMINANTS AND LEAD CONTENT AT ALL THE REMOTE LOCATIONS AND AT SEVERAL INTERMEDIATE LOCATIONS. TEST LOCATIONS SHALL BE AT THE SERVICE ENTRY TO THE PROPERTY LINE, THE WATER ENTRY AT EACH BUILDING AND AT THE MOST REMOTE LOCATIONS OF THE CONSTRUCTED DOMESTIC WATER PIPING SYSTEM. J. TAKE WATER SAMPLE NO SOONER THAN 48 HOURS AFTER FLUSHING AT EACH BUILDING AND ANALYZE IN ACCORDANCE WITH AWWA C651. K. ALL WATER SAMPLES FOR LEAD SAMPLING SHALL BE 250 ML IN VOLUME. L. TESTING OF THE WATER SAMPLES SHALL BE PERFORMED BY THE CONTRACTOR. M. OWNER'S REPRESENTATIVE TO WITNESS ALL TEST. 3.5 SERVICE CONNECTIONS A. INSTALL SANITARY SEWER SERVICES. BEFORE COMMENCING WORK CHECK INVERT ELEVATIONS REQUIRED FOR SEWER CONNECTIONS, CONFIRM INVERTS AND VERIFY PROPER SLOPE FOR FOR DRAINAGE AND PROPER COVER TO AVOID FREEZING. B. INSTALL NEW WATER SERVICE COMPLETE WITH WATER SHUT-OFF VALVES.INSTALL SLEEVE IN WALL FOR SERVICE MAIN AND SUPPORTED AT WALL,CAULKED AND MADE WATERTIGHT. INSTALL SLEEVE AROUND SERVICE MAIN TO 6 INCH ABOVE FLOOR AND 6 FEET MINIMUM BELOW GRADE. 3.6 SCHEDULES A. SEE DRAWING FOR SCHEDULES END OF SECTION SECTION 15500 BUILDING SERVICES PIPING PART 1 - GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. PIPE HANGERS AND SUPPORTS 2. PIPE AND PIPE FITTINGS 3. VALVES 4. PIPING SPECIALTIES 5. PLUMBING DRAINAGE SPECIALTIES 6. PLUMBING SUPPLY SPECIALTIES 1.2 CLOSE OUT SUBMITTALS A. OPERATION AND MAINTENANCE DATA: SUBMIT SPARE PARTS LISTS AND MAINTENANCE PROCEDURES. 1.3 QUALITY ASSURANCE A. PERFORM WORK IN ACCORDANCE WITH WITH GOVERNING CODES, ORDINANCES AND REGULATIONS AND CONFORM TO FLORIDA BUILDING CODE, PLUMBING (6TH EDITION), FLORIDA BUILDING CODE, FUEL GAS (6TH EDITION), AND FLORIDA BUILDING CODE, ENERGY CONSERVATION (6TH EDITION). B. FLORIDA BUILDING CODE. C. MAINTAIN ONE COPY OF EACH DOCUMENT ON SITE. 1.4 WARRANTY A. FURNISH ONE YEAR MANUFACTURER WARRANTY FOR ALL EQUIPMENT. PART 2 PRODUCTS 2.1 PIPE HANGERS AND SUPPORTS (MUST BE HOT DIPPED GALVANIZED STEEL OR STAINLESS STEEL) A. MANUFACTURERS: 1. CARPENTER AND PATERSON INC. 2. CREATIVE SYSTEMS INC. 3. FLEX WELD INC. 4. GLOBE PIPE HANGER PRODUCTS INC. 5. MICHIGAN HANGER CO. 6. SUPERIOR VALVE CO. B. PLUMBING PIPING- DRAIN, WASTE, VENT, COMPRESSED AIR AND DOMESTIC WATER: 1. CONFORM TO: ASME B31.9, ASTM F708, MSS SP 58, MSS SP 69, MSS SP 89. 2. HANGERS FOR PIPE SIZES % TO 1% INCH (13 TO 38 mm): MALLEABLE IRON, CARBON STEEL, ADJUSTABLE SWIVEL, SPLIT RING. 3. HANGERS FOR PIPE SIZES 2 INCHES (50 mm) AND OVER: CARBON STEEL, ADJUSTABLE CLEVIS. 4. HANGERS FOR HOT PIPE SIZES 2 TO 4 INCHES (50 TO 100 mm): CARBON STEEL, ADJUSTABLE, CLEVIS. 5. MULTIPLE OR TRAPEZE HANGERS: STEEL CHANNELS WITH WELDED SPACERS AND HANGER RODS OR UNISTRUT SUPPORTS. 6. WALL SUPPORT PIPE SIZES TO 3 INCHES (75 am): CAST IRON HOOK. 7. WALL SUPPORT FOR PIPE SIZES 4 INCHES (100 mm) AND OVER: WELDED STEEL BRACKET AND WROUGHT STEEL CLAMP. 8. VERTICAL SUPPORT: STEEL RISER CLAMP. 9. FLOOR SUPPORT FOR COLD PIPE: CAST IRON ADJUSTABLE PIPE SADDLE, LOCK NUT, NIPPLE, FLOOR FLANGE, AND CONCRETE PIER OR SUPPORT STEEL. 10. FLOOR SUPPORT FOR HOT PIPE SIZES TO 4 INCHES (100 am): CAST IRON ADJUSTABLE PIPE SADDLE, LOCK NUT, NIPPLE, FLOOR FLANGE, AND CONCRETE PIER OR SUPPORT STEEL. 11. COPPER PIPE SUPPORT: COPPER -PLATED, CARBON STEEL ADJUSTABLE, RING. 2.2 PIPES AND TUBES A. SANITARY SEWER PIPING, BURIED WITHIN 5 FEET OF BUILDING AND SANITARY SEWER PIPING: 1. CAST IRON PIPE: CISPI 301, HUBLESS, SERVICE WEIGHT, WITH NEOPRENE GASKETS AND STAINLESS STEEL CLAMPS. 2. COPPER TUBE: ASTM B306, TYPE DWV WITH CAST BRONZE OR WROUGHT COPPER FITTINGS AND GRADE 50B SOLDER JOINTS. 3. PVC PIPE: ASTM D2665 OR ASTM D3034 WITH PVC FITTINGS AND SOLVENT WELD JOINTS. B. WATER PIPING ABOVE GRADE: 1. COPPER TUBING: ASTM B88, TYPE L, HARD DRAWN WITH CAST BRASS OR WROUGHT COPPER FITTINGS AND GRADE 95TA SOLDER JOINTS. 2. CPVC PIPE: ASTM D2846/D2846M WITH CPVC FITTINGS AND SOLVENT WELD JOINTS. (INSTALL AT OWNER'S REQUEST ONLY) C. STORM WATER PIPING, BURIED WITHIN 5 FEET OF BUILDING AND STORM WATER PIPING, ABOVE GRADE: 1. CAST IRON PIPE: CISPI 301, HUBLESS, SERVICE WEIGHT WITH NEOPRENE GASKETS AND STAINLESS STEEL CLAMPS. 2. COPPER PIPE: ASTM B306, TYPE DWV WITH CAST BRONZE OR WROUGHT COPPER FITTINGS AND GRADE 50B SOLDER JOINTS. D. EQUIPMENT DRAINS AND OVERFLOWS: 1. STEEI. PIPE: ASTM A53/A53M, GRADE B, SCHEDULE 40 BLACK STEEL, MALLEABLE IRON OR FORGED STEEL FITTINGS, THREADED OR WELDED JOINTS. 2. COPPER TUBING: ASTM B88 (ASTM B88M), TYPE M OR L, HARD DRAWN, CAST BRASS, WROUGHT COPPER OR MECHANICALLY EXTRACTED FITTINGS, LEAD FREE SOLDER JOINTS. E. COMPRESSED AIR: 1. STEEI. PIPE: SCHEDULE 40 BLACK. JOINTS: THREADED FOR PIPE 2" AND SMALLER; WELDED FOR PIPE 2.5" AND LARGER. OWNER MAY ELECT TO USE SCH. 40 PVC AS AN ALTERNATE. 2.3 VALVES A. MANUFACTURERS: 1. NIBCO 2. APPOLLO B. BALL VALVES: 1. UP TO 2 INCHES (50 mm): BRONZE OR STAINLESS STEEL ONE PIECE BODY, CHROME PLATED BRASS BALL, TEFLON SEATS AND STUFFING BOX RING, BOX SEALS AND LEVER HANDLE. 2.4 PLUMBING SUPPLY SPECIALTIES A. 1. BACKFLOW PREVENTERS: a. WATTS 909RP b. WILKENS RPZ-975 2. REDUCED PRESSURE BACKFLOW PREVENTERS: ASSE 1013; BRONZE BODY WITH STAINLESS STEEL INTERNAL PARTS AND STAINLESS STEEL SPRINGS; TWO INDEPENDENTLY OPERATING, SPRING LOADED, CHECK VALVES; PRESSURE RELIEF VALVE LOCATED BETWEEN CHECK VALVES; THIRD CHECK VALVE OPENS UNDER BACK PRESSURE IN CASE OF DIAPHRAGM FAILURE; NON -THREADED VENT OUTLET; ASSEMBLED WITH TWO GATE VALVES, STRAINER, AND FOUR TEST COCKS. 3. DOUBLE CHECK VALVE ASSEMBLIES: ASSE 10 12; BRONZE BODY WITH CORROSION RESISTANT INTERNAL PARTS AND STAINLESS STEEL SPRINGS; TWO INDEPENDENTLY OPERATING CHECK VALVES WITH INTERMEDIATE ATMOSPHERIC VENT. B. WATER HAMMER ARRESTERS: 1. STAINLESS STEEL CONSTRUCTION, BELLOWS OR COPPER CONSTRUCTION, PISTON TYPE TP PDI WH 2O1, PRE CHARGED SUITABLE FOR OPERATION IN TEMPERATURE RANGE OF -100 TO 300 DEGREES F (-73 TO 149 DEGREES C) AND MAXIMUM 250 psi (1700 kPa) WORKING PRESSURE. C. HOSE BIBBS/HYDRANTS: (STAINLESS STEEL ONLY) 1. MANUFACTURERS: a. ZURN b.JOSAM 2. INTERIOR HOSE BIBBS: STAINLESS STEEL, REPLACEABLE HEXAGONAL DISC, HOSE THREADED SPOUT, CHROME PLATED WITH VACUUM BREAKER. 3. WALL HYDRANT: NON-FREEZING, SELF -DRAINING TYPE WITH STAINLESS STEEL WALL PLATE, LOCKABLE RECESSED BOX, HOSE THREAD SPOUT, REMOVABLE KEY, AND VACUUM BREAKER. D. RELIEF VALVES: 1. BRONZE BODY, TEFLON SEAT, STAINLESS STEEL STEM AND SPRINGS, AUTOMATIC, DIRECT PRESSURE ACTUATED CAPACITIES ASME CERTIFIED AND LABELED. E. GARBAGE CHUTE 1. PROVIDE J" WATER TO CHUTE AREA, COORDINATE WITH EQUIPMENT SUPPLIER. PART 3 - EXECUTION 3. l EXAMINATION A. VERIFY EXCAVATIONS ARE TO REQUIRED GRADE, DRY, AND COMPACT. 3.2 PREPARATION A. REAM PIPE AND TUBE ENDS. REMOVE BURRS B. REMOVE SCALE DIRT, ON INSIDE AND OUTSIDE PIPING BEFORE ASSEMBLY. C. PREPARE PIPING CONNECTIONS TO EQUIPMENT WITH FLANGES OR UNIONS. 3.3 INSTALATION-INSERTS A. INSTALL INSERTS FOR PLACEMENT IN CONCRETE FORMS. B. INSTALL INSERTS FOR SUSPENDING HANGERS FROM REINFORCED CONCRETE SLABS AND SIDES OF REINFORCED CONCRETE BEAMS. C. PROVIDE HOOKED ROD TO CONCRETE REINFORCEMENT SECTION FOR INSERTS CARRYING PIPE OVER 4 INCHES (100 mm). D. WHERE CONCRETE SLAB FORM FINISHED CEILING, LOCATE INSERTS FLUSH WITH SLAB SURFACE. E. WHERE INSERTS ARE OMITTED, DRILL THROUGH CONCRETE SLAB FROM BELOW AND PROVIDE THROUGH -BOLT WITH RECESSED SQUARE STEEL PLATE AND NUT RECESSED INTO GROUT FLUSH WITH SLAB. 3.4 INSTALLATION SYSTEMS A. INSTALL INSERTS FOR PLACEMENT IN CONCRETE FORMS. B. INSTALL UNIONS DOWNSTREAM OF VALVES AND AT EQUIPMENT OR APPARATUS CONNECTIONS. C. ROUTE PIPING PARALLEL TO BUILDING STRUCTURE AND MAINTAIN GRADIENT. D. INSTALL PIPING TO MAINTAIN HEADROOM. GROUP PIPING TO CONSERVE SPACE. GROUP PIPING WHEREVER PRACTICAL AT COMMON ELEVATIONS. E. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, JOINTS, OR CONNECTED EQUIPMENT. F. PROVIDE CLEARANCE IN HANGERS AND FROM STRUCTURAL AND OTHER EQUIPMENT FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. G. SLEEVE PIPE PASSING THROUGH PARTIONS, WALLS AND FLOORS. H. INSTALL PIPING SYSTEM ALLOWING CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. I. INSTALL IDENTIFICATION ON PIPING SYSTEMS INCLUDING UNDERGROUND PIPING. J. PROTECT PIPING SYSTEMS FOR ENTRY OF FOREIGN MATERIALS BY TEMPORARY COVERS, COMPLETING SECTIONS OF THE WORK, AND ISOLATING PARTS OF COMPLETED SYSTEM. 3.5 INSTALLATION -VALVES A. INSTALL VALVES WITH STEMS UPRIGHT OF HORIZONTAL, NOT INVERTED. B. INSTALL BALL VALVES FOR SHUT-OFF AND TO ISOLATE EQUIPMENT, PART OF SYSTEMS, OR VERTICAL RISERS. 3.6 INSTALLATION - PLUMBING SUPPLY PIPING A. INSTALL WATER PIPING IN ACCORDANCE WITH ASME B31.9. B. EXCAVATE AND BACKFILL IN ACCORDANCE WITH FLA. BLDG CODE. C. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO OBTAIN NOT LESS THAN TWO FEET OF COVER. D. PROVIDE SUPPORT FOR UTILITY METERS IN ACCORDANCE WITH REQUIREMENTS OF UTILITY COMPANIES. E. SLOPE WATER PIPING AND ARRANGE TO DRAIN AT LOW POINTS. R INSTALL PIPING FROM RELIEF VALVES, BACK -FLOW PRESENTERS AND DRAINS TO NEAREST FLOOR DRAIN. G. INSTALL WATER HAMMER ARRESTERS COMPLETE WITH ACCESSIBLE ISOLATION VALVE ON HOT AN COLD WATER SUPPLY PIPING TO LAVATORIES, SINKS, WASHING MACHINES AND ALL OTHER FIXTURES. H. PROVIDE BUILDING WATER SERVICE COMPLETE WITH APPROVED REDUCED PRESSURE, DOUBLE CHECK, BACK FLOW PREVENTER, AND WATER METER WITH BY-PASS VALVES, PRESSURE REDUCING VALVE, AND SAND STRAINER. I. INSTALL FLOW CONTROLS IN WATER CIRCULATING SYSTEMS AS INDICATED ON DRAWINGS. J. TEST PIPING AT PRESSURE LISTED BELOW: 1. HYDROSTATIC PRESSURE TEST: a. SANITARY AND ROOF DRAINAGE PIPING: TESTED UNDER THE REQUIREMENTS OF THE FLORIDA BUILDING CODE - PLUMBING, BUT NOT LESS THAN EQUIVALENT TO 10 FEET OF WATER. b. WATER PIPING: 1-1/2 TIMES THE OPERATING PRESSURE, BUT NOT LESS THAN 100 PSIG AT THE TOP MOST OUTLET. 2. PNEUMATIC PRESSURE TEST: a. GAS PIPING: TESTED AND INSPECTED BY THE GAS UTILITY COMPANY AS REQUIRED BY SAID COMPANY'S REGULATIONS. PROVIDE OWNER'S REPRESENTATIVE WITH 36 HOURS NOTICE. b. WHEN COMBUSTIBLE GAS LINES OR OTHER PARTS OF EQUIPMENT ARE BEING PURGED OF AIR OR GAS, SOURCE OF IGNITION SHALL NOT BE PERMITTED NEAR UNCAPPED OPENINGS. K. ADJUST ALL PIPING, HANGARS AND RELATED DEVICES AFTER SYSTEMS HAVE REACHED NORMAL OPERATING TEMPERATURES. L. OWNER'S REPRESENTATIVE TO WITNESS ALL TEST. M. INSTALL WORK IN ACCORDANCE WITH GOVERNING CODES, ORDINANCES AND REGULATIONS AND CONFORM TO FLORIDA BUILDING CODE, PLUMBING (6TH EDITION), FLORIDA BUILDING CODE, FUEL GAS (6TH EDITION), AND FLORIDA BUILDING CODE, ENERGY CONSERVATION (6TH EDITION). N. INSTALL %" ARMAFLEX ON ALL HOT WATER PIPE IN CONFORMANCE WITH FLORIDA BUILDING CODE, PLUMBING (6TH EDITION) 607.5. 3.7 INSTALLATION - PLUMBING DRAINAGE PIPE A. INSTALL SEWER DRAINAGE PIPE IN ACCORDANCE WITH FLORIDA PLUMBING CODE. B. EXTEND CLEAN OUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE THREADED CLEAN OUT PLUGS WITH MIXTURE OF GRAPHIC AND LINSEED OIL. INSTALL WITH CLEARANCE AT CLEAN OUT FOR RODDING OF DRAINAGE SYSTEM. CLEANOUTS SHALL BE A TWO-WAY CLEANOUT. C. ENCASE EXTERIOR CLEAN OUTS IN CONCRETE FLUSH WITH GRADE. D. INSTALL FLOOR CLEAN OUTS AT ELEVATION TO ACCOMMODATE FINISHED FLOOR. E. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE BUILDING TO PROVIDE NOT LESS THAN TWO FEET OF COVER. F. INSTALL PIPING PENETRATING ROOFED AREAS TO MAINTAIN INTEGRITY OF ROOF ASSEMBLY. G. EXCAVATE AND BACK FILL IN ACCORDANCE WITH LOCAL CODE. H. ESTABLISH INVERT ELEVATIONS, SLOPES FOR DRAINAGE TO Y INCH PER FOOT (I PERCENT) MINIMUM. MAINTAIN GRADIENTS. 1. TEST DRAINAGE PIPING IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. J. INSTALL WORK IN ACCORDANCE WITH FLORIDA PLUMBING CODE. 3.8 INSTALLATION - PIPE HANGERS (IN ACCORDANCE TO SEC. 308 OF FLORIDA BUILDING CODE, PLUMBING (6TH EDITION) A. SUPPORT HORIZONTAL PIPING AS SCHEDULED. B. INSTALL HANGERS WITH MINIMUM Y2 INCH SPACE BETWEEN FINISHED COVERING AND ADJACENT WORK. C. PLACE PIPE HANGERS WITTING 12 INCHES OF EACH HORIZONTAL ELBOW. D. USE HANGERS WITH 1Y2 INCH MINIMUM VERTICAL ADJUSTMENT. E. SUPPORT HORIZONTAL CAST IRON PIPE ADJACENT TO EACH HUB, WITH 5 FEET MAXIMUM SPACING BETWEEN FLOORS. F• SUPPORT VERTICAL PIPING AT EVERY FLOOR. SUPPORT VERTICAL CAST IRON PIPE AT EACH FLOOR AT HUB. G. WHERE PIPING IS INSTALLED IN PARALLEL AND AT SAME ELEVATION, PROVIDE MULTIPLE PIPE OR TRAPEZE HANGER. H. SUPPORT RISER PIPING INDEPENDENTLY OF CONNECTED HORIZONTAL PIPING. I. PROVIDE COPPER PLATED HANGERS AND SUPPORTS FOR COPPER PIPING, SHEET LEPD PACKING BETWEEN HANGER OR SUPPORT AND PIPING. J. DESIGN HANGERS FOR PIPE MOVEMENT WITHOUT DISENGAGEMENT OF SUPPORTED PIPE. K. PRIME COAT EXPOSED STEEL HANGERS AND SUPPORTS. HANGERS AND SUPPORTS LOCATED IN CRAWL SPACES, PIPE SHAFTS, AND SUSPENDED CEILING SPACES ARE NOT CONSIDERED EXPOSED, 3.9 INSTALLATION - COMPRESSED AIR A. INSTALL DRIP CONNECTIONS WITH VALVES AT LOW POINTS OF PIPING SYSTEM. B. INSTALL TAKE -OFF TO OUTLETS FROM TOP OF MAIN, WITH SHUT OFF VALVE AFTER TAKE OFF. SLOPE TAKE -OFF PIPING TO OUTLETS. C. INSTALL TEES INSTEAD OF ELBOWS AT CHANGES IN DIRECTION OF PIPING. FIT OPEN END OF EACH TEE WITH PLUG. D. INSTALL PIPE SLEEVES WHERE PIPES AND TUBING PASS THROUGH WALLS, FLOORS, ROOFS, AND PARTITIONS. E. INSTALL FIRE -STOPPING AT FIRE RATED CONSTRUCTION PERIMETERS AND OPENING! i CONTAINING PENETRATING SLEEVES AND PIPING. PENETRATIONS IN FIRE RATED ASSEMBLIES WILL BE PROTECTED IN ACCORDANCE TO SECTION 714 OF FLORIDA BUILDING CODE, BUILDING (6TH EDITION) F. INSTALL STRAINERS ON INLET SIDE OF PRESSURE REDUCING VALVES. INSTALL PRESSURE REDUCING VALVES WITH BYPASSES AND ISOLATION VALVES TO ALLOW MAINTENANCE WITHOUT INTERRUPTION OF SERVICE. G. LABEL: "COMPRESSED AIR" END OF SECTION CODE COMPLIANCE REQUIREMENTS ALL WORK SHALL BE IN COMPLIANCE WITH THE FOLLOWING CODES, BUT NOT LIMITED TO: 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - BUILDING (FBCB) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - EXISTING BUILDING (FBI�,EB) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - ACCESSIBILITY (FBCA) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION (FBCEC) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - MECHANICAL (FBCM) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - PLUMBING (FBCP) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - FUEL GAS (FBCFG) 6TH EDITION OF THE 2017 FLORIDA FIRE PREVENTION CODE (FFPC) NFPA 70 - 2014 NATIONAL ELECTRICAL CODE (NEC) DRAWING LEGEND DETAIL DESCRIPTION SS SANITARY WASTE PIPING CW- COLD WATER PIPING HW HOT WATER PIPING 140° HI -TEMP HOT WATER PIPING HWR - (TEMPERED) HOT WATER RECIRCULATION PIPING CD CONDENSATE DRAIN PIPING ------------------- VENT PIPING -SD-- STORM DRAIN CHECK VALVE IMPORTANT NOTE ALL DRAWINGS ARE SCHEMATIC. EXACT LOCATIONS SHALL BE DETERMINED BY THE CONSTRUCTION AND STRUCTURE OF THE BUILDING AND SHALL BE VERIFIED AND COORDINATED IN THE FIELD. EACH TRADE CONTRACTOR SHALL CERTIFY IN WRITING TO THE OWNER AND ARCHITECT THAT HE HAS THOROUGHLY REVIEWED AND COORDINATED ALL LOCATIONS AND ROUTINGS WITH ALL OTHER TRADES PRIOR TO FABRICATION OF CONDUITS, DUCTS, OR PIPING, AND START OF INSTALLATION OF SAME (INCLUDING SPRINKLER PIPING WHEN PRESENT ON JOB). ANY INSTALLATION OR CONSTRUCTICN CONFLICTS WHICH OCCUR IN THE FIELD SHALL BE RESOLVED BY THE TRADE CONTRACTOR TO THE SATISFACTION OF THE OWNER AND ARCHITECT AND AT NO EXPENSE TO THE OWNER, ARCHITECT AND/OR ENGINEER. ELECTRIC WATER HEATER MARK, STORAGE KW PER NUMBER TOTAL VOLTAGE/ RECOVERY THERMAL GALLONS TEMP ELEMENT ELEMENTS KW PHASE (GPH) @ 100°F EFFICIENCY MANUFACTURE / MODEL NOTE T EWH-1 1 40 110°F 3.0 2 3.0 208-240/ 1 21 94% A.O. SMITH ENL-40 SEE BELOW NOTES: PROVIDE THE FOLLOWING: 4. HEAT TRAPS 1. EXPANSION TANK 2. PRESSURE RELIEF VALVE 3. AUXILIARY DRAIN PAN ELEVATOR PUMP SCHEDULE MARK MOTOR CAPACITY (GPM) HEAD (FEET) MANUFACTURE / MODEL VOLTAGE RPM HP EP-1 208-240/ 1 3/4 65 12 LIBERTY PUMP ELV SERIES NOTES: 1. PROVIDE WITH CONTROL PANEL WITH OIL DETECTION ALARM. 2. PROVIDE BACKFLOW PREVENTER. PLUMBING FIXTURE SCHEDULE TAG EQUIPMENT DESCRIPTION / PIPE SIZE MANUFACTURE / NOTES CW HW WASTE VENT ACCESSORIES MODEL COLLECTION PLASTIC ODDITIES PLASTIC ODDITIES SEE CD-1 DRAIN WITH TRAFFIC 4" OR EQUAL BELOW RATED LID DISH WASHER OWNER FURNISHED SEE DW 3/8„ 5/8" BELOW POLISHED BRONZE TOP W/ ZURN SEE FDA FLOOR DRAIN TRAP PRIMER - 3" 1-1/2" Z-400 SERIES BELOW HOSE BIBB PROVIDE VACUUM WOODFORD SEE HB-1 BREAKER 1 J2" OR EQUAL BELOW LAVATORY VITREOUS CHINA KOHLER/AMERICAN STANDARD SEE LAV-1 COUNTERTOP SINGLE LEVER FAUCET 1/2" 1/2" 2" 1-1/2" OR EQUAL BELOW LAVATORY VITREOUS CHINA KOHLER/AMERICAN STANDARD SEE LAV-2 WALL HUNG SINGLE LEVER FAUCET 1/2" 1/2" 2" 1-1/2" OR EQUAL BELOW ADA ADA TYPE ACID RESISTANT DRAIN SEE DETAIL SEE OSD-1 OPEN SITE DRAIN WITH OPEN GRATE 2" 1-1/2" BELOW ROOF 15" DIAMETER RD-1 DRAIN MAIN ROOF DRAIN SEE DWG ZURN Z100 SERIES _ REFRIGERATOR PLASTIC BOX OUTLET GUY GRAY SEE REF WITH PLASTIC VALVE 1/2" - - OR EQUAL BELOW SHOWER SEE BELOW KOHLER/AMERICAN STANDARD SEE SH-1 FOR VALVE 1/2" 1/2" 2" 1-1/2" OR EQUAL BELOW SINK STAINLESS STEEL ELKAY/JUST SEE SK-1 DOUBLE (18 GA.) 1/2" 1/2" 2" 1-1/2" OR EQUAL BELOW WITH GOOSENECK FAUCET TUB SEE BELOW FOR VALVE KOHLER/AMERICAN STANDARD SEE TB-1 1/2" 1/2" 2" 11/2" I OR EQUAL BELOW WATER CLOSET PLASTIC ELONGATED SEAT, KOHLER/AMERICAN STANDARD SEE WC-1 (15" HIGH) FLOOR MOUNTED 3/4" 3" 2" OR EQUAL BELOW TANK TYPE WATER CLOSET PLASTIC ELONGATED SEAT, KOHLER/AMERICAN STANDARD SEE WC-2 ADA FLOOR MOUNTED 3/4" - 3" 2" OR EQUAL BELOW (17"HIGH) TANK TYPE WASHING MACHINE OWNER GUY GRAY SEE WM TO SELECT 1/2" 1/2" 3" 1-1/2" BELOW NOTES: 1. PROVIDE SHUT OFF VALVES AND P-TRAPS AT ALL PLUMBING FIXTURES. 4. PROVIDE PRESSURE BALANCING VALVE AND ANTI SCALD DEVICE FOR ALL 2. PROVIDE HANDICAP FIXTURES IN ALL HANDICAP DESIGNATED SHOWERS AND TUBS. RESTROOMS. 5. COORDINATE SINK SIZE WITH CABINET INSTALLER. 3. ROUTE %" DRAIN, %" HW TO ALL DISHWASHERS FROM NEAREST SINK. 6. PROVIDE ANTI SCALD DEVICES AT ALL LAVATORIES AND HAND SINKS. CONTRACTOR TO PROVIDE A SEPERATE COST FOR ALL PLUMBING FIXTURES IN BID PACKAGE. OWNER TO MAKE FINAL SELECTION OF FIXTURES. (CONTRACTOR TO COORDINATE WITH OWNER). WATER B( MARK MOTOR VOLTAGE RPM DWP-12 208/3 1 1800 DWP-9 208/3 1 1800 NOTES: 1. ALL BRONZE 2. PROVIDE AQUASTAT *ACCEPTABLE MANUFACTURER -VC; ddc engineering me 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321,633.4528 www.ddc-engineers.com dasflva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8. 2018 REVIEW SET C PERMIT SET BID SET C CONSTRUCTION SET C AS BUILT C O W A H Q 0 z REVISIONS MEWED R COMPL UCIE COON Ri.rf�r_ mommm■umnsmii SHEET NO.: P_ 1 a I -- DRAWN: JS CHECKED: APPROVED: DAD Q DAD David A. DaSilva /0 = -1 - m =U7 _ 9 v)= S _ O �• " ':,+ohV 0 2018, DDC Enelneerinq, Inc. ri v _o 0 N a PLUMBING SPECIFICATIONS AND STAINLESS :ASTEEL B306, TYPE 2. COPPER PIPE: ASTM 306TYPE DWV WITH CAST BRONZE OR WROUGHT COPPER FITTINGS AND GRADE 50B SOLDER JOINTS. SECTION 15400 D. EQUIPMENT DRAINS AND OVERFLOWS: PLUMBING FIXTURES AND EQUIPMENT Q 1. STEEL PIPE: ASTM A53/A53M, GRADE B, SCHEDULE 40 BLACK STEEL, MALLEABLE PART 1 - GENERAL IRON OR FORGED STEEL FITTINGS, THREADED OR WELDED JOINTS. 1.1 SUMMARY 2. COPPER TUBING: ASTM B88 (ASTM B88M), TYPE M OR L, HARD DRAWN, CAST BRASS, A. SECTION INCLUDES: WROUGHT COPPER OR MECHANICALLY EXTRACTED FITTINGS, LEAD FREE SOLDER 1. WATER CLOSETS JOINTS. E. COMPRESSED AIR: 2. LAVATORIES 3. SINKS 1. STEEL PIPE: SCHEDULE 40 BLACK. JOINTS: THREADED FOR PIPE 2" AND SMALLER; 1.2 CLOSE OUT SUBMITTALS WELDED FOR PIPE 2.5" AND LARGER. OWNER MAY ELECT TO USE SCH. 40 PVC AS AN A. OPERATION AND MAINTENANCE DATA: SUBMIT LITERATURE AND PARTS LIST. 2.3 ALTERNATE. VALVES 1.3 QUALITY ASSURANCE A. MANUFACTURERS: A. PERFORM WORK IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 1. NIBCO B. MAINTAIN ONE COPY OF EACH DOCUMENT ON SITE. 2 APPOLLO C. REFER TO DISTRICT MASTER SPECIFICATIONS FOR FURTHER REQUIREMENTS. NOTE B. BALL VALVES: DISTRICT SPECIFICATIONS WILL OVER RIDE ALL SPECIFICATIONS LISTED ON THIS SHEET. 1. UP TO 2 INCHES (50 mm): BRONZE OR STAINLESS STEEL ONE PIECE BODY, CHROME PLATED BRASS BALL, TEFLON SEATS AND STUFFING BOX RING, BOX SEALS AND PART 2 PRODUCTS (NOTE: REFER TO DRAWINGS FOR REQUIREMENTS) 2.4 LEVER HANDLE. PLUMBING SUPPLY SPECIALTIES 2.1 WATER CLOSETS A. 1. BACKFLOW PREVENTERS: OWNER TO SELECT a. WATTS 909RP 2.2 LAVATORIES, TUBS, ETC. b. WILKENS RPZ-975 OWNER TO SELECT 2.3 SINKS 2. REDUCED PRESSURE BACKFLOW PREVENTERS: ASSE 1013; BRONZE BODY WITH A. ELKAY OR JUST STAINLESS STEEL INTERNAL PARTS AND STAINLESS STEEL SPRINGS; TWO B. SINGLE COMPARTMENT BOWL: DOUBLE COMPARTMENT 20 GAUGE (.09MM) 18 GAUGE INDEPENDENTLY OPERATING, SPRING LOADED, CHECK VALVES; PRESSURE RELIEF VALVE LOCATED BETWEEN CHECK VALVES; THIRD CHECK VALVE OPENS UNDER THICK TYPE 304 STAINLESS STEEL, SELF -RIMMING WITH UNDERCOATING, 3Yz° CRUMB CUP ACID CHROMED BRASS DRAIN, LEDGE BACK DRILLED FOR TRIM. BACK PRESSURE IN CASE OF DIAPHRAGM FAILURE; NON -THREADED VENT OUTLET; ASSEMBLED WITH TWO GATE VALVES, STRAINER, AND FOUR TEST COCKS. C. TRIM: CHROME PLATED BRASS SUPPLY WITH SWING SPOUT, WATER ECONOMY AERATOR 3. DOUBLE CHECK VALVE ASSEMBLIES: ASSE 1012; BRONZE BODY WITH CORROSION WITH MAXIMUM 2.2 GPM (8.3L/M) FLOW, INDEXED LEVER HANDLES; CHROME PLATED RESISTANT INTERNAL PARTS AND STAINLESS STEEL SPRINGS; TWO INDEPENDENTLY BRASS P-TRAP WITH CLEAN OUT PLUG AND ARM WITH ESCUTCHEON. OPERATING CHECK VALVES WITH INTERMEDIATE ATMOSPHERIC VENT. D. PLUMBER TO VERIFY ACTUAL SINK SIZE WITH CABINET SUPPLIER/INSTALLER PRIOR TO B. WATER HAMMER ARRESTERS: PURCHASING SINK. 1. STAINLESS STEEL CONSTRUCTION, BELLOWS OR COPPER CONSTRUCTION, PISTON TYPE TP PDI WH 2O1, PRE CHARGED SUITABLE FOR OPERATION IN TEMPERATURE PART 3 EXECUTION RANGE OF -100 TO 300 DEGREES F (-73 TO 149 DEGREES C) AND MAXIMUM 250 psi 3.1 EXAMINATION (1700 kPa) WORKING PRESSURE. A. VERIFY ADJACENT CONSTRUCTION IS READY TO RECEIVE ROUGH -IN WORK OF THIS C. HOSE BIBBS/HYDRANTS: (STAINLESS STEEL ONLY) SECTION. 1. MANUFACTURERS: B. REVIEW MILLWORK SHOP DRAWINGS. CONFIRM LOCATION SIZE OF FIXTURES AND a. ZURN OPENINGS BEFORE ROUGH IN AND INSTALLATION. b. JOSAM 3.2 PREPARATION 2. INTERIOR HOSE HIBBS: STAINLESS STEEL, REPLACEABLE HEXAGONAL DISC, HOSE A. PROVIDE INSERTS FOR PLACEMENT IN CONCRETE FORMS. THREADED SPOUT, CHROME PLATED WITH VACUUM BREAKER. 3.3 INSTALLATION 3. WALL HYDRANT: NON-FREEZING, SELF -DRAINING TYPE WITH STAINLESS STEEL WALL A. INSTALL WORK IN ACCORDANCE WITH GOVERNING CODES, ORDINANCES AND PLATE, LOCKABLE RECESSED BOX, HOSE THREAD SPOUT, REMOVABLE KEY, AND REGULATIONS AND CONFORM TO FLORIDA BUILDING CODE, PLUMBING (6TH EDITION), VACUUM BREAKER. FLORIDA BUILDING CODE, FUEL GAS (6TH EDITION), AND FLORIDA BUILDING CODE, D. RELIEF VALVES: ENERGY CONSERVATION (6TH EDITION). 1. BRONZE BODY, TEFLON SEAT, STAINLESS STEEL STEM AND SPRINGS, AUTOMATIC, B. PERFORM EXCAVATION, BACK FILLING, AND COMPACTION IN ACCORDANCE DIRECT PRESSURE ACTUATED CAPACITIES ASME CERTIFIED AND LABELED. WITH BUILDING DEPARTMENT STANDARDS. E. GARBAGE CHUTE C. INSTALL EACH FIXTURE WITH CHROME PLATED RIGID OR FLEXIBLE 1. PROVIDE' WATER TO CHUTE AREA. COORDINATE WITH EQUIPMENT SUPPLIER. SUPPLIES WITH SCREWDRIVER STOPS, REDUCERS, AND ESCUTCHEONS. D. ADJUST STOPS OR VALVES FOR INTENDED WATER FLOW RATE TO FIXTURES PART 3 - EXECUTION WITHOUT SPLASHING, NOISE, OR OVERFLOW. 3.1 EXAMINATION 3.4 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM A. VERIFY EXCAVATIONS ARE TO REQUIRED GRADE, DRY, AND COMPACT. A. DISINFECTION SHALL BE PERFORMED AT EACH INDIVIDUAL BUILDING. 3.2 PREPARATION B. ALL LEAD TESTING TO BE PERFORMED IN ACCORDANCE WITH EPA AND THE LOCAL A. REAM PIPE AND TUBE ENDS. REMOVE BURRS COUNTY HEALTH DEPARTMENT STANDARDS AND REGULATIONS AND MEET OR EXCEED B. REMOVE SCALE DIRT, ON INSIDE AND OUTSIDE PIPING BEFORE ASSEMBLY. THEIR ALLOWABLE SAFE DRINKING WATER PARAMETERS. C. PREPARE PIPING CONNECTIONS TO EQUIPMENT WITH FLANGES OR UNIONS. C. PRIOR TO STARTING WORK, VERIFY SYSTEM IS COMPLETE, FLUSHED AND CLEAN, 3.3 INSTALATION-INSERTS D. ENSURE PH OF WATER TO BE TREATED IS CORRECT. A. INSTALL INSERTS FOR PLACEMENT IN CONCRETE FORMS. E. INJECT DISINFECTANT, FREE CHLORINE IN LIQUID, POWDER, TABLET OR GAS FORM, B. INSTALL INSERTS FOR SUSPENDING HANGERS FROM REINFORCED CONCRETE THROUGHOUT SYSTEM TO OBTAIN 50 TO 80 MG/L RESIDUAL. SLABS AND SIDES OF REINFORCED CONCRETE BEAMS. F. MAINTAIN DISINFECTANT IN SYSTEM FOR 24 HOURS. C. PROVIDE HOOKED ROD TO CONCRETE REINFORCEMENT SECTION FOR G. IF FINAL DISINFECTANT RESIDUAL TESTS LESS THAN 25 MG/L, REPEAT TREATMENT. INSERTS CARRYING PIPE OVER 4 INCHES (100 mm). H. FLUSH DISINFECTANT FROM SYSTEM UNTIL RESIDUAL IS EQUAL TO THAT OF INCOMING D. WHERE CONCRETE SLAB FORM FINISHED CEILING, LOCATE INSERTS FLUSH WATER OR 1.0 MG/L. WITH SLAB SURFACE. I. BLEED WATER FROM OUTLETS TO ENSURE DISTRIBUTION AND TEST FOR E. WHERE INSERTS ARE OMITTED, DRILL THROUGH CONCRETE SLAB FROM BELOW CONTAMINANTS AND LEAD CONTENT AT ALL THE REMOTE LOCATIONS AND AT SEVERAL AND PROVIDE THROUGH -BOLT WITH RECESSED SQUARE STEEL PLATE AND INTERMEDIATE LOCATIONS. TEST LOCATIONS SHALL BE AT THE SERVICE ENTRY TO NUT RECESSED INTO GROUT FLUSH WITH SLAB. THE PROPERTY LINE, THE WATER ENTRY AT EACH BUILDING AND AT THE MOST REMOTE 3.4 INSTALLATION SYSTEMS LOCATIONS OF THE CONSTRUCTED DOMESTIC WATER PIPING SYSTEM. A. INSTALL INSERTS FOR PLACEMENT IN CONCRETE FORMS. J. TAKE WATER SAMPLE NO SOONER THAN 48 HOURS AFTER FLUSHING AT EACH BUILDING B. INSTALL UNIONS DOWNSTREAM OF VALVES AND AT EQUIPMENT OR APPARATUS AND ANALYZE IN ACCORDANCE WITH AWWA C651. CONNECTIONS. K. ALL WATER SAMPLES FOR LEAD SAMPLING SHALL BE 250 ML IN VOLUME. C. ROUTE PIPING PARALLEL TO BUILDING STRUCTURE AND MAINTAIN GRADIENT. L. TESTING OF THE WATER SAMPLES SHALL BE PERFORMED BY THE CONTRACTOR. D. INSTALL PIPING TO MAINTAIN HEADROOM. GROUP PIPING TO CONSERVE SPACE. GROUP M. OWNER'S REPRESENTATIVE TO WITNESS ALL TEST. PIPING WHEREVER PRACTICAL AT COMMON ELEVATIONS. 3.5 SERVICE CONNECTIONS E. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING A. INSTALL SANITARY SEWER SERVICES. BEFORE COMMENCING WORK CHECK INVERT PIPE, JOINTS, JOINTS, OR CONNECTED EQUIPMENT. ELEVATIONS REQUIRED FOR SEWER CONNECTIONS, CONFIRM INVERTS AND VERIFY F. PROVIDE CLEARANCE IN HANGERS AND FROM STRUCTURAL AND OTHER EQUIPMENT PROPER SLOPE FOR FOR DRAINAGE AND PROPER COVER TO AVOID FREEZING. FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. B. INSTALL NEW WATER SERVICE COMPLETE WITH WATER SHUT-OFF VALVES.INSTALL G. SLEEVE PIPE PASSING THROUGH PARTIONS, WALLS AND FLOORS. SLEEVE IN WALL FOR SERVICE MAIN AND SUPPORTED AT WALL,CAULKED AND MADE H. INSTALL PIPING SYSTEM ALLOWING CLEARANCE FOR INSTALLATION OF INSULATION WATERTIGHT. INSTALL SLEEVE AROUND SERVICE MAIN TO 6 INCH ABOVE FLOOR AND 6 AND ACCESS TO VALVES AND FITTINGS. FEET MINIMUM BELOW GRADE. I. INSTALL IDENTIFICATION ON PIPING SYSTEMS INCLUDING UNDERGROUND PIPING. 3.6 SCHEDULES A. SEE DRAWING FOR SCHEDULES J. PROTECT PIPING SYSTEMS FOR ENTRY OF FOREIGN MATERIALS BY TEMPORARY END OF SECTION COVERS, COMPLETING SECTIONS OF THE WORK, AND ISOLATING PARTS OF COMPLETED SYSTEM. 3.5 INSTALLATION -VALVES SECTION 15500 A. INSTALL VALVES WITH STEMS UPRIGHT OF HORIZONTAL, NOT INVERTED. BUILDING SERVICES PIPING B. INSTALL BALL VALVES FOR SHUT-OFF AND TO ISOLATE EQUIPMENT, PART OF SYSTEMS, PART 1 -GENERAL OR VERTICAL RISERS. SUMMARY 3.6 INSTALLATION - PLUMBING SUPPLY PIPING A. SECTION INCLUDES: A. INSTALL WATER PIPING IN ACCORDANCE WITH ASME B31.9. 1. PIPE HANGERS AND SUPPORTS B. C. EXCAVATE AND BACKFILL IN ACCORDANCE WITH FLA. BLDG CODE. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO OBTAIN NOT 2. PIPE AND PIPE FITTINGS LESS THAN TWO FEET OF COVER. 3. VALVES 4. PIPING SPECIALTIES D. PROVIDE SUPPORT FOR UTILITY METERS IN ACCORDANCE WITH REQUIREMENTS OF 5. PLUMBING DRAINAGE SPECIALTIES E. UTILITY COMPANIES. SLOPE WATER PIPING AND ARRANGE DRAIN AT LOW POINTS. 6. PLUMBING SUPPLY SPECIALTIES 1.2 CLOSE OUT SUBMITTALS F. INSTALL PIPING FROM RELIEF VALVES, BACK -FLOW PRESENTERS AND DRAINS TO , A. OPERATION AND MAINTENANCE DATA: SUBMIT SPARE PARTS LISTS AND MAINTENANCE G. NEAREST FLOOR DRAIN. INSTALL WATER HAMMER ARRESTERS COMPLETE WITH ACCESSIBLE ISOLATION VALVE PROCEDURES. 1.3 QUALITY ASSURANCE ON HOT AN COLD WATER SUPPLY PIPING TO LAVATORIES, SINKS, WASHING MACHINES A. PERFORM WORK IN ACCORDANCE WITH WITH GOVERNING CODES, ORDINANCES AND H. AND ALL OTHER FIXTURES. PROVIDE BUILDINGGWATER ER SERVICE COMPLETE WITH APPROVED REDUCED PRESSURE REGULATIONS AND CONFORM TO FLORIDA BUILDING CODE, PLUMBING 6TH EDITION), ( ) DOUBLE CHECK, BACK FLOW PREVENTER, AND WATER METER WITH BY-PASS VALVES, FLORIDA BUILDING CODE, FUEL GAS (6TH EDITION), AND FLORIDA BUILDING CODE, PRESSURE REDUCING VALVE, AND SAND STRAINER. ENERGY CONSERVATION (6TH EDITION). B. FLORIDA BUILDING CODE. I. INSTALL FLOW CONTROLS IN WATER CIRCULATING SYSTEMS AS INDICATED ON C. MAINTAIN ONE COPY OF EACH DOCUMENT ON SITE, J. DRAWINGS. TEST PIPING AT PRESSURE LISTED BELOW: 1.4 WARRANTY A. FURNISH ONE YEAR MANUFACTURER WARRANTY FOR ALL EQUIPMENT. 1. HYDROSTATIC PRESSURE TEST: a. SANITARY AND ROOF DRAINAGE PIPING: TESTED UNDER THE REQUIREMENTS OF PART 2 PRODUCTS THE FLORIDA BUILDING CODE - PLUMBING, BUT NOT LESS THAN EQUIVALENT TO 10 FEET OF WATER. 2.1 PIPE HANGERS AND SUPPORTS (MUST BE HOT DIPPED GALVANIZED STEEL OR STAINLESS b. WATER PIPING: 1-1/2 TIMES THE OPERATING PRESSURE, BUT NOT LESS THAN 100 STEEL) PSIG AT THE TOP MOST OUTLET. A. MANUFACTURERS: 2. PNEUMATIC PRESSURE TEST: 1. CARPENTER AND PATERSON INC. a. GAS PIPING: TESTED AND INSPECTED BY THE GAS UTILITY COMPANY AS 2. CREATIVE SYSTEMS INC. REQUIRED BY SAID COMPANY'S REGULATIONS. PROVIDE OWNER'S 3. FLEX WELD INC. REPRESENTATIVE WITH 36 HOURS NOTICE. 4. GLOBE PIPE HANGER PRODUCTS INC. b. WHEN COMBUSTIBLE GAS LINES OR OTHER PARTS OF EQUIPMENT ARE BEING 5. MICHIGAN HANGER CO. PURGED OF AIR OR GAS, SOURCE OF IGNITION SHALL NOT BE PERMITTED NEAR 6. SUPERIOR VALVE CO. UNCAPPED OPENINGS. B. PLUMBING PIPING- DRAIN, WASTE, VENT, COMPRESSED AIR AND DOMESTIC WATER: K. ADJUST ALL PIPING, HANGARS AND RELATED DEVICES AFTER SYSTEMS HAVE REACHED 1. CONFORM TO: ASME B31.9, ASTM F708, MSS SP 58, MSS SP 69, MSS SP 89. NORMAL OPERATING TEMPERATURES. 2. HANGERS FOR PIPE SIZES Y2 TO 1Y2 INCH (13 TO 38 mm): MALLEABLE IRON, CARBON L. OWNER'S REPRESENTATIVE TO WITNESS ALL TEST. STEEL, ADJUSTABLE SWIVEL, SPLIT RING. M. INSTALL WORK IN ACCORDANCE WITH GOVERNING CODES, ORDINANCES AND 3. HANGERS FOR PIPE SIZES 2 INCHES (50 mm) AND OVER: CARBON STEEL, REGULATIONS AND CONFORM TO FLORIDA BUILDING CODE, PLUMBING (6TH EDITION), ADJUSTABLE CLEVIS. FLORIDA BUILDING CODE, FUEL GAS (6TH EDITION), AND FLORIDA BUILDING CODE, 4. HANGERS FOR HOT PIPE SIZES 2 TO 4 INCHES (50 TO 100 mm): CARBON STEEL, ENERGY CONSERVATION (6TH EDITION). ADJUSTABLE, CLEVIS. N. INSTALL %" ARMAFLEX ON ALL HOT WATER PIPE IN CONFORMANCE WITH FLORIDA 5. MULTIPLE OR TRAPEZE HANGERS: STEEL CHANNELS WITH WELDED SPACERS AND BUILDING CODE, PLUMBING (6TH EDITION) 607.5. HANGER RODS OR UNISTRUT SUPPORTS. 3.7 INSTALLATION - PLUMBING DRAINAGE PIPE 6. WALL SUPPORT PIPE SIZES TO 3 INCHES (75 mm): CAST IRON HOOK. A. INSTALL SEWER DRAINAGE PIPE IN ACCORDANCE WITH FLORIDA PLUMBING CODE. 7. WALL SUPPORT FOR PIPE SIZES 4 INCHES (100 mm) AND OVER: WELDED STEEL B. EXTEND CLEAN OUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE THREADED BRACKET AND WROUGHT STEEL CLAMP. CLEAN OUT PLUGS WITH MIXTURE OF GRAPHIC AND LINSEED OIL. INSTALL WITH 8. VERTICAL SUPPORT: STEEL RISER CLAMP. CLEARANCE AT CLEAN OUT FOR RODDING OF DRAINAGE SYSTEM. CLEANOUTS SHALL 9. FLOOR SUPPORT FOR COLD PIPE: CAST IRON ADJUSTABLE PIPE SADDLE, LOCK NUT, BE A TWO-WAY CLEANOUT. NIPPLE, FLOOR FLANGE, AND CONCRETE PIER OR SUPPORT STEEL. C. ENCASE EXTERIOR CLEAN OUTS IN CONCRETE FLUSH WITH GRADE. 10. FLOOR SUPPORT FOR HOT PIPE SIZES TO 4 INCHES (100 mm): CAST IRON D. INSTALL FLOOR CLEAN OUTS AT ELEVATION TO ACCOMMODATE FINISHED FLOOR. ADJUSTABLE PIPE SADDLE, LOCK NUT, NIPPLE, FLOOR FLANGE, AND CONCRETE PIER E. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE BUILDING TO PROVIDE NOT LESS OR SUPPORT STEEL. THAN TWO FEET OF COVER. 11. COPPER PIPE SUPPORT: COPPER -PLATED, CARBON STEEL ADJUSTABLE, RING. F. INSTALL PIPING PENETRATING ROOFED AREAS TO MAINTAIN INTEGRITY OF ROOF 2.2 PIPES AND TUBES ASSEMBLY. A. SANITARY SEWER PIPING, BURIED WITHIN 5 FEET OF BUILDING AND SANITARY SEWER G. EXCAVATE AND BACK FILL IN ACCORDANCE WITH LOCAL CODE. PIPING: H. ESTABLISH INVERT ELEVATIONS, SLOPES FOR DRAINAGE TO Y, INCH PER FOOT (I 1. CAST IRON PIPE: CISPI 301, HUBLESS, SERVICE WEIGHT, WITH NEOPRENE GASKETS PERCENT) MINIMUM. MAINTAIN GRADIENTS. AND STAINLESS STEEL CLAMPS. I. TEST DRAINAGE PIPING IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 2. COPPER TUBE: ASTM B306, TYPE DWV WITH CAST BRONZE OR WROUGHT COPPER J. INSTALL WORK IN ACCORDANCE WITH FLORIDA PLUMBING CODE. FITTINGS AND GRADE 50B SOLDER JOINTS. 3.8 INSTALLATION - PIPE HANGERS (IN ACCORDANCE TO SEC. 308 OF FLORIDA BUILDING 3. PVC PIPE: ASTM D2665 OR ASTM D3034 WITH PVC FITTINGS AND SOLVENT WELD CODE, PLUMBING (6TH EDITION) JOINTS. A. SUPPORT HORIZONTAL PIPING AS SCHEDULED. B. WATER PIPING ABOVE GRADE: 1. COPPER TUBING: ASTM B88, TYPE L, HARD DRAWN WITH CAST BRASS OR WROUGHT B. INSTALL HANGERS WITH MINIMUM Y2 INCH SPACE BETWEEN FINISHED COVERING AND ADJACENT WORK. COPPER FITTINGS AND GRADE 95TA SOLDER JOINTS. C. PLACE PIPE HANGERS WTTHING 12 INCHES OF EACH HORIZONTAL ELBOW. 2. CPVC PIPE: ASTM D2846/D2846M WITH CPVC FITTINGS AND SOLVENT WELD JOINTS. D. USE HANGERS WITH 1% INCH MINIMUM VERTICAL ADJUSTMENT. (INSTALL AT OWNER'S REQUEST ONLY) E. SUPPORT HORIZONTAL CAST IRON PIPE ADJACENT TO EACH HUB, WITH 5 FEET C. STORM WATER PIPING, BURIED WITHIN 5 FEET OF BUILDING AND STORM WATER PIPING, MAXIMUM SPACING BETWEEN FLOORS. ABOVE GRADE: F. SUPPORT VERTICAL PIPING AT EVERY FLOOR. SUPPORT VERTICAL CAST IRON PIPE AT 1. CAST IRON PIPE: CISPI 301, HUBLESS, SERVICE WEIGHT WITH NEOPRENE GASKETS EACH FLOOR AT HUB. O. WHERE PIPING IS INSTALLED IN PARALLEL AND AT SAME ELEVATION, PROVIDE MULTIPLE PIPE OR TRAPEZE HANGER. H. SUPPORT RISER PIPING INDEPENDENTLY OF CONNECTED HORIZONTAL PIPING. I. PROVIDE COPPER PLATED HANGERS AND SUPPORTS FOR COPPER PIPING, SHEET LEAD PACKING BETWEEN HANGER OR SUPPORT AND PIPING. J. DESIGN HANGERS FOR PIPE MOVEMENT WITHOUT DISENGAGEMENT OF SUPPORTED PIPE. K. PRIME COAT EXPOSED STEEL HANGERS AND SUPPORTS. HANGERS AND SUPPORTS LOCATED IN CRAWL SPACES, PIPE SHAFTS, AND SUSPENDED CEILING SPACES ARE NOT CONSIDERED EXPOSED. 3.9 INSTALLATION - COMPRESSED AIR A. INSTALL DRIP CONNECTIONS WITH VALVES AT LOW POINTS OF PIPING SYSTEM. B. INSTALL TAKE -OFF TO OUTLETS FROM TOP OF MAIN, WITH SHUT OFF VALVE AFTER TAKE OFF. SLOPE TAKE -OFF PIPING TO OUTLETS. C. INSTALL TEES INSTEAD OF ELBOWS AT CHANGES IN DIRECTION OF PIPING. FIT OPEN END OF EACH TEE WITH PLUG. D. INSTALL PIPE SLEEVES WHERE PIPES AND TUBING PASS THROUGH WALLS, FLOORS, ROOFS, AND PARTITIONS. E. INSTALL FIRE -STOPPING AT FIRE RATED CONSTRUCTION PERIMETERS AND OPENINGS CONTAINING PENETRATING SLEEVES AND PIPING. PENETRATIONS IN FIRE RATED ASSEMBLIES WILL BE PROTECTED IN ACCORDANCE TO SECTION 714 OF FLORIDA BUILDING CODE, BUILDING (6TH EDITION) F. INSTALL STRAINERS ON INLET SIDE OF PRESSURE REDUCING VALVES. INSTALL PRESSURE REDUCING VALVES WITH BYPASSES AND ISOLATION VALVES TO ALLOW MAINTENANCE WITHOUT INTERRUPTION OF SERVICE. G. LABEL: "COMPRESSED AIR" END OF SECTION CODE COMPLIANCE REQUIREMENTS ALL WORK SHALL BE IN COMPLIANCE WITH THE FOLLOWING CODES, BUT NOT LIMITED TO: 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - BUILDING (FBCB) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - EXISTING BUILDING (FBCEB) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - ACCESSIBILITY (FBCA) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION (FBCEC) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - MECHANICAL (FBCM) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - PLUMBING (FBCP) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - FUEL GAS (FBCFG) 6TH EDITION OF THE 2017 FLORIDA FIRE PREVENTION CODE (FFPC) NFPA 70 - 2014 NATIONAL ELECTRICAL CODE (NEC) DRAWING LEGEND DETAIL DESCRIPTION SS SANITARY WASTE PIPING -- CW COLD WATER PIPING _HW_HOT WATER PIPING 140° HI -TEMP HOT WATER PIPING HWR (TEMPERED) HOT WATER RECIRCULATION PIPING CD CONDENSATE DRAIN PIPING ------------------- VENT PIPING SD STORM DRAIN CHECK VALVE MIXING VALVE - - FCO/ECO FLOOR CLEANOUT & EXTERIOR CLEANOUT - - --il WCO. WALL CLEANOUT e CONNECT TO EXISTING - - ---Da- GATE VALVE OR BALL VALVE RD ROOF DRAIN RWL RAIN WATER LEADER VTR VENT THROUGH ROOF SS SANITARY SEWER GWH GAS WATER HEATER TMX THERMOSTATIC MIXING VALVE GW - - GREASE WASTE -A -A -A COMPRESSED AIR GAS SERVICE ® DEMO NOT IN CONTRACT (N.I.C.) II IMPORTANT NOTE II ALL DRAWINGS ARE SCHEMATIC. EXACT LOCATIONS SHALL BE DETERMINED BY THE CONSTRUCTION AND STRUCTURE OF THE BUILDING AND SHALL BE VERIFIED AND COORDINATED IN THE FIELD. EACH TRADE CONTRACTOR SHALL CERTIFY IN WRITING TO THE OWNER AND ARCHITECT THAT HE HAS THOROUGHLY REVIEWED AND COORDINATED ALL LOCATIONS AND ROUTINGS WITH ALL OTHER TRADES PRIOR TO FABRICATION OF CONDUITS, DUCTS, OR PIPING, AND START OF INSTALLATION OF SAME (INCLUDING SPRINKLER PIPING WHEN PRESENT ON JOB). ANY INSTALLATION OR CONSTRUCTION CONFLICTS WHICH OCCUR IN THE FIELD SHALL BE RESOLVED BY THE TRADE CONTRACTOR TO THE SATISFACTION OF THE OWNER AND ARCHITECT AND AT NO EXPENSE TO THE OWNER, ARCHITECT AND/OR ENGINEER. F_ ELECTRIC WATER HEATER MARK STORAGE XW PER NUMBER TOTAL VOLTAGE/ RECOVERY THERMAL GALLONS TEMP ELEMENT ELEMENTS KW PHASE (GPH) @ 100°F EFFICIENCY MANUFACTURE/MODEL NOTE EW14-1 40 110°F 3.0 2 3.0 208-240/ 1 21 94% A.O. SMITH ENL-40 SEE BELOW NOTES: PROVIDE THE FOLLOWING: 4. HEAT TRAPS 1. EXPANSION TANK 2. PRESSURE RELIEF VALVE 3. AUXILIARY DRAIN PAN F_ ELEVATOR PUMP SCHEDULE MARK MOTOR CAPACITY (GPM) HEAD (FEET) MANUFACTURE/ MODEL NOTES VOLTAGE RPM HP EP-1 208-240/ 1 3/4 65 12 LIBERTY PUMP ELV SERIES SEE BELOW NOTES: 1. PROVIDE WITH CONTROL PANEL WITH OIL DETECTION ALARM. 2. PROVIDE BACKFLOW PREVENTER. PLUMBING FIXTURE SCHEDULE TAG I EQUIPMENT I DACCESSSORIES E SWASTE HMO ELF / I NOTES CW HW I VENT COLLECTION PLASTIC ODDITIES PLASTIC ODDITIES SEE CD-1 DRAIN WITH TRAFFIC 4" OR EQUAL BELOW RATED LID DISH WASHER OWNER FURNISHED SEE DW 3/8" 5/8" BELOW POLISHED BRONZE TOP W/ ZURN SEE FD-1 FLOOR DRAIN TRAP PRIMER - 3" 1-1/2" Z-400 SERIES BELOW HOSE BIBB PROVIDE VACUUM WOODFORD SEE HB-1 BREAKER 1/2" OR EQUAL BELOW LAVATORY VITREOUS CHINA KOHLER/AMERICAN STANDARD SEE LAV-1 COUNTERTOP SINGLE LEVER FAUCET 1/2" 1/2" 2" 1-1/2" OR EQUAL BELOW LAVATORY VITREOUS CHINA KOHLER/AMERICAN STANDARD SEE LAV-2 WALL HUNG SINGLE LEVER FAUCET 1/2" 1/2" 2" 1-1/2" OR EQUAL BELOW ADA ADA TYPE ACID RESISTANT DRAIN SEE DETAIL SEE OSD-1 OPEN SITE DRAIN WITH OPEN GRATE - - 2" 1-1/2" BELOW ROOF 15" DIAMETER RD-1 DRAIN MAIN ROOF DRAIN - SEE DWG ZURN Z100 SERIES REFRIGERATOR PLASTIC BOX OUTLET GUY GRAY SEE REF WITH PLASTIC VALVE 1/2" - - OR EQUAL BELOW SHOWER SEE BELOW KOHLER/AMERICAN STANDARD SEE SH-1 FOR VALVE 1/2" 1/2" 2" 1-1/2" OR EQUAL BELOW SINK STAINLESS STEEL ELKAY/JUST SEE SK-1 DOUBLE (18 GA.) 1/2" 1/2" 2" 1-1/2" OR EQUAL BELOW WITH GOOSENECK FAUCET TUB SEE BELOW FOR VALVE KOHLER/AMERICAN STANDARD SEE TB-1 1/2" 1/2" 2" 11/2" OR EQUAL BELOW WATER CLOSET PLASTIC ELONGATED SEAT, KOHLER/AMERICAN STANDARD SEE WC-1 (15" HIGH) FLOOR MOUNTED 3/4" 3" 2" OR EQUAL BELOW TANK TYPE WATER CLOSET PLASTIC ELONGATED SEAT, KOHLER/AMERICAN STANDARD SEE WC-2 ADA FLOOR MOUNTED 3/4" 3" 2" OR EQUAL BELOW (17"HIGH) TANK TYPE WASHING MACHINE OWNER GUY GRAY SEE WM TO SELECT 1/2" 1/2" 3" 1-1/2" BELOW NOTES: 1. PROVIDE SHUT OFF VALVES AND P-TRAPS AT ALL PLUMBING FIXTURES. 4. PROVIDE PRESSURE BALANCING VALVE AND ANTI SCALD DEVICE FOR ALL 2. PROVIDE HANDICAP FIXTURES IN ALL HANDICAP DESIGNATED SHOWERS AND TUBS. RESTROOMS. 5. COORDINATE SINK SIZE WITH CABINET INSTALLER. 3. ROUTE %" DRAIN, %" HW TO ALL DISHWASHERS FROM NEAREST SINK. 6. PROVIDE ANTI SCALD DEVICES AT ALL LAVATORIES AND HAND SINKS. CONTRACTOR TO PROVIDE A SEPERATE COST FOR ALL PLUMBING FIXTURES IN BID PACKAGE. OWNER TO MAKE FINAL SELECTION OF FD TIIRES. (CONTRACTO-To rnnn--- - - WATER BOOSTEI - MOTOR (GPM) M HP DWP-12 1 208/3 1 1800 11.5 60 DWP-9 208/3 1 1800 1 1.5 1 50 NOTES: 1. ALL BRONZE 3. VARIABLE Sl 2. PROVIDE AQUASTAT 4. AUTOMATIC *ACCEPTABLE MANUFACTURER - VC SYSTEMS & CONTRO, 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engincers.com dasilva.david@dde-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS DATE NOVEMBER 8, 2018 REVIEW SET El PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS mommommom U PA � a 1�1 CO 00 O 0 z U 14 W C1 00 00 14 g o __- W I I 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@dde-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS DATE NOVEMBER 8, 2018 REVIEW SET C PERMIT SET B . BID SET C CONSTRUCTION SET C AS BUILT C REVISIONS III II- li i I I EWEDF�'� L' OMPLI, CE' LA CIE COI ITY Q SOCC 0 z U 04 U Wes° �D > 0o a�w Cn Ca. 5 C0 �l Z (.1) SHEET NO.: _2 DRAWN: JS CHECKED: DAD //�� APPROVED: DAD i-y-i David A. DaSilva 1154 q, s Q P/'ti O —� -rt ��III I1\1 --411 - - ---- ECO - 3" SS I 12 CW I 4" SS I I 6" SD 3" VEN7 ET111 :__.---------1 r--I--...-- ----- --_.:._ ..._-- ----- I i I i I 11 MITI T. T P-4 P-4 ��.SL5 ELEC 2" SS UP B' 3S UP .................... — I GREATnOOM M eEDRLUM M.9E[ Um TYPE A SS ELE/--Y ' e KITCHEN SS 4" DN JL V MACH. 1 I+. 131NING ROOM CL CLO$/ RM ' ' STORM I �� 4" SS DN i ` - i 1 3" SS UP STORM DRAIN i i BAT UP UP " SS UP 1 1 CD i STORM DRAIN4,i 6" SD ' " Egg] � a - _ T" yi/yG I BFOROOM2 FOYER ' 1Jl i. 1.2BECw 3" SS UP 411 SS UP 3" SS UP , 1 " W DN 1 � C _1 1" CD UP i I OROOMB cW UP i , r - -..-._ 1 1 4' SD a . mm_— — — I 4" SS UP / i 4' SS UG 4' SS UG 1 C 2 CW 1IICW UP ' i 2" l � II ----:J ------ ---- I. - PLUMBING PLAN C P-4 1 1 1 1 1 1 V1 DRAIN' i KTCHEN , e 1 1 1 1 1 1 l 1 BeDmoMz I 1 e I 1 I 1 - r 1 � 1 1 1 ....... . S , ND FLOOR 1 ;-T-]%,,j�- - �uV 1/16"=r-0" TRASH RM i i �. 4", SS UG — f I a vi �-_llI KI ■ l w� 1/8" = I'-0" B C B P-4 P-4 P-4 .. ----- ---- -.---------- --------------------- ... 1 , GREAT N[lOM M. BEDROOM M. BEURCbM GREAT ROOM M. BEURGOM.. GREAT ROOM , 1 - U111T 7RPE Um TYPE UAIT TYPE A B C ; •1 ,. RM DRAIN KRCkIEN -- KITCHEN KITCHEN , UINING ROOM CL CL UININGROOM C. I , STORM 1 1 ® ElffO CT — M. BATH M 2 __ L ATH2I. 6A 2 FOYER UEUROOM2 L FOYER FOYER UEUROOM2 I Z' CW DN - 1 W DN 1 W DN BEDROOME i i BEDRGGM3 , 1 1 ' , 1 EDROOMJ _ BEUROOM9 1 q 1 �--- ----------------------------------------------"J6--------------------------J NG PLAN - 3RD FLOOR/16°=1'_0" engm...,®�d 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.45221 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8, 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET' AS BUILT REVISIONS IL it O ,,V m q ��I w ' Q 0 CNN tZ �Y , 7 i 00 1M �r :n crj zH � (64 x Q a $, $'^' I w T"k P" B C B P-4 P-4 P-4 r ;;In ......-... ........� ......... . ...1 r. I GRLAT RClOM MBEURWM .'BED. GREgT ROOM- M. BEUROCM GREATROOM n Um TYPE =T TYPE UNIT TYPE 1 1 P 1 11 KITCHEN __- - _- RM DRAIN KI CHF 1 1 I ' I UININGROJM CL CI KITCHEN DININGROJM �..=.' � I ,- :yry STORMDININGROOM STORM � I �i3Y. W+Y'. 3.iim.>}T'` ".ABC'}' t-e✓§h�9 —OR7 ® ILI ® i D STOO F I QI— O.. 1 1 FOYER 1 I I BEDROOM2 FOYER 1 #E CW DN _ 1 #" FOYER W DN BEDROOM I I � DN BEDRGGMz i — P { 1 1 1 1 1 - ELEV0.TOfl 1 BEDROOMS 1 t 1 1 T I I k ----------------1---. .. ---------.-.1__...--•---- .J ROOF PLUMBING PLAN - 4TH FLOOR (PENTHOUSE) 1/8" = 1'-0" l/16" = 1'-0" I 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 1018 I REVIEW SET PERMIT SET BID SET CONSTRUCTION SE [ . AS BUILT RE IONS 1. BEDROOM GREAT ROOM M. BEDROOM GREAT ROOM s1 P-7 I S1 P-7 2' SS DN , TYP.T22'SSDN TYP. i i o L 2'CW�HW°CW/HW - TIT. I VIEWED FOR 4 I DW 1 C TYP. 3 1 �DW I c E COMPLIANCE TA LUCIE COUNTY SK-1 DITCH SK-1 BOCG' DaSilva 8§111.111/ /�/ PVID ..... >ti . 1/ �R u+V. 9 - 7nc. I ,II II, enginoenng Inc 4083 South U.S. Httivay 1, Ste. 101 Rockledge, Florida 82955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-enginem.com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: I DATE NOVEMBER 8, 2018 MMEMMUN REVIEW SETEl PERMIT SET av BID SET El' CONSTRUCTION SE4 :iS BUILT El - I I ' III �! M. BEDROOM s1 1 GREAT ROOM M. BEDROOM M''" BEDROOM GREAT ROOMGREAT ROOM P_7 2" SS N S Sl « p-7 2" SS DN TYP. 2 2 SS DN I - i i 0 i I j n CW HW " CW Hw" CW/Hw / / � I TY'P. 1 _DW \ DW CO _ _ C C DW I I — � I TYP. 3 r I I , w I I v SK-1 --- — — --- — SK 1 --- SK-1 - - KITCH ITC EN CLOD KI HEN r� I� Q - 2' CW/HW S5 ----- P 7 RM DRAIN $" CW/HW i , ® 52 _ _ _� C L S p_7 STORM DRAIN 1 S2 3" SS DN 4" SS DN C I~O 5 _ P 7 y P-7 ----- 3" SS DN - S3"/ I a" CW 3" 53 DN P 7 10 4 SS DN _ -7" HW _ Z / ' 4" SS DN - ;„ �cW/HW-- — _ / DWING OOM REF a CW/HW 4 S D W2 - - -- STORM DRAIN OW/ DINING ROOM ----- — _ CW REF --- DINING ROOM REF °cur —= — LAV-1 P 8 STORM DRAIN ,- 1 � cw/Hw �« cw/Hw \ -_ �" Cw/HW " S N S6 SH-1 SH 1 --- - wC 1 SH-1 P 7 3 SS DN I g 3 S D P-7 \ , I , � 1Iw - � - - _ 1 �q" cw/IIw - _ WC-1 TB 1 S6 « _ TB-1 Wl _ WC-1 SH-1 F D CW/HW , -. CW HW TB 1 3 SS DN LAV-1 SH-1 W D SH-1 / Cw P 7 W D _ P-8 _L A 1 _- -- 11 CW C _ Z M.. BAT} M. BATH AT 2 M. BATH 1"cw/ -- ' ---- 1" cw ' Hw ' � � � � — a - / a' cW/ -- 3„ I , i" CW/xw 1 F , } I - 3 CW/HW cw IIw wH IAV-1 LAV_1 / V 1 _ HW LAV-1� - =--- LAV-1 rLAV-1 T Q Z 0 _ - 1 Cw/�q HW -- --- 1 " " -CW DN 2 TYP. �' 1 CW DN i CW/ CW� Hw _ - --" CW/HW FOYER -__: __ p' �-+ [vI ;- " 1 w 1,, cw 3„ HW 3« cw �" BEDROOM 2 BEDROOM,- P-a FOYER cw /� " "Cw HW " CW/HW 4" SS DN 4" SS DN W" CW/HV✓ ,CW/HW 4 SS DN / 4 TYP. a S4 S4 S4 5 TYP. O P-7 I ` P7 x P7 IBEDROOM 2 FOYER..a BEDROOM 3 - - BEDROOM 3 WC-1- ----- — — — ELEVATOR w 1nv DROOM 3 r 7 4" SS DN - -- - 4" SS P7 - cw C o" -- ,— *m a. A's"fw 4 e,.:a•,gYy . , T IR 1 LLL Fel -- ,a .m PLUMBING PLAN 2ND FLOOR - UNIT A B PL,UMBING PLAN 2ND FLOOR - UNIT B C PLUMBING PLAN 2ND FL P-2 SAILFISH - 3RD i 4TH FLOOR SIMILAR 1/4° = 1'_0" P 2 SA141SH - 3RD & 4TH FLOOR SIMILAR 1/4" = P-W P-2 SAILFISH - 3RD & 4TH FLOOR SIMILAR -- r I Y d zl O p 2 2 d 1 1 A O � , 4 0 , O O 4' O _ �- •- A ii B 1 4 2 SECTION A A ' SECTION.A-A A SECTION A -A 2 ,. SECTION .A A CT N A -A ' SEC IO i 1. Wall Assembly The 1 or 2 hr fire rated sum wallboard/stud all assemb shall be constructed -- - concrete. em 1. Floor Nall As sembly m 4 1 2 in. flick reinforced normal weight 100 150 concre e Y $YPY or Y. P� R NORMAL .. W ASSEMBLY MIN 4-1 IN HICK REINFORCED LIGHTWEIGHT 0 fire - rated L FLOOR O R ALL B 2 .T _ / 1. Wall Assembly The d wall assembly sh -- - 1 e fire rated sum boazd board/stud all be constructed of the I. Floor or W _ Wall Assembly Min 4 1 2 in, flock reinforced lightweight t or tt w o Y Y�S'P normal weight 100 1 0 of the. materials. and in the manner described in the individual U400 Series :wall or partition /Y / 5 Max o opening is 10 m.$h >co _ Maxwall may also beacons constructed of anUL concrete blocks*. ax di f P Y _ HT R NORMAL 1 O PCF CONCRETE 5 IN:`T THICK REINFORCED LIGHTWEIGHT, 0 WEIGHT. 1 00 5 C E OR H (. materials and in the manner individual U300 or U400 Series w an e e specified in the indi a all d partition concrete Wall may also b on I e constructed of an 'UL classified concrete design in the UL fire resistance directory .and shall include the following construction features: P P P�fl a blocks*.Mdiem of directory for names of manufacturers. gn ry $ s Y Y See con rete blocks cant category in the fire resistance du c ry ( ) $ rY - : • ' CONCRETE WALL. WALL MAY O B CONSTRUCTED OF UL CLASSIFIED• WEIGHT CONCR AL ALSO E ANY designs in the UL fire resistance directory and shall include the construction features noted opening is 1 m. A. Studs Wall framing may consist of either wood studs or steel channel studs. Wood studs to gn IY e P $ 1 S*. g Y CONCRETE '. _ below. See concrete b Crete blocks cazt category in the fire resistan ce directory for n t in o` 1 s b min 1 in d names of manufacturers. __ consist of Nom 2 b 4 in. lumbers aced 6 c. steel tads to e 2 2 in.wide a and ( J $ ry acture s v Nom 10 in. diem or smaller Schedule or heavier steel pipe or uted Y P / ry 2. Steel Sleeve ) P P D F IN N BLOCK S*. .MAX IAM O OPENING IS 32 I The hourly Rating T 2:`Thro P F and Rating of the firesto system is al to the hourly r u Penetrants One nonmetallic o fire rating of a C pipe to be stalled either eccentrically hen steel studs are used and the diem: of opening exceeds the width of the i"or concentrically with both floor or wall surfaces. spaced max 24 m., oc. W p nuig Y $ $ P Y � Y $ 8h P P Y into floor or wall assembly, flush P , FOR i : , RESISTANCE DIRECTORY CONCRETE BLOCKS. CAZ CATEGORVIN THE FIRE SIST CE .SEE CON RE ( Wall assembly in which it i stalled. within the firesto system. The annular _ hall b framed on all sides us lengths of feel stud installed s m ann az space shall be rniii 0 in: (point contact to max 1 3 8 in. stud cavity, the opening s e using gth s afl Y P Ys P (P ) / NAMES OF MANUFACTURERS. rigidly A . _ i et be A. Studs W o dl supported on both sides f d all framing may consist of either wood studs or steel channel s des o floor or w anuri th a tads Wood studs o all assembly. The el f each rid. The framed to a Toll '� _. between the vertical studs end screw-attached.to the ste studs a e c e e amed pipe Y P following es and sizes P n ant... n metallic pipe, tube or conduit to be installed either concentrically or e$ Y !'� P y g types 3. Through -Penetrant e etr 0 Y PP 2. THROUGH PENETRANTS ONE METALLI PIPE OR TUBING TO BE INSTALLED G - of nonmetallic pipes may be eccentrically within the stop system: The annular space between penetrant and periphery of CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diem of the consist of nom 2 by 4 in. lumber spaced 16 in. oc. Steel studs to be min 2 1 /2 in. wide and p p s y used: -' A. Pol • 1 Chloride PVC Pi e -- N s aced max 24 ' . oc.om 8 in. diem or smaller Schedule when the penetrating item is installed in the opening, a 2 to 3 in. ine ale 40 cellular or soli core penetrating item such that wh tr in Y�Y(PVC) P d t to be rigidly su orted on both c P1 J 0 in. (point contact to max 2 in. Penetrant , P $ P $, opening shall be minP $ P $ IP ) PP FOLLOWING WING TYPES BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. THE 0 0 ' assembly. following es and sizes of metallic penetrants may be used: clearance is resent between the penetrating item and the framing on all four sides. B. Gypsum board -Nom 5/8 in. thick gypsum wallboard, as specified in the individual wall 'PVC pipe for use in closed (process or supply) or vented (drain,. waste or vent) piping stems. sides of floor or wall a y $ types P Y P P $ • . systems. D SIZES OF METALLIC PIPES O TUBING MAY BE USED. .. , -AN S S R B. Chlorinated Po lyvinyl of 1 Chloride CPV e C A .Nom 8 in: diem: ores sum wallboard a thickness, number of layer fastener ' " e and and altition desi :max diem of o enm is 7 in. smaller) SDR 13.5 CPVD pipe B. Gypsum Board* The Y�Y ( P type, Y type P gn P$ ) P P PIPE. YP $YP . E R HEAVIER) EL I STEEL PIP NOM 24 IN. DIAM OR SMALLER SCHEDULE 10 0 A STEEL .: A. S E ( ) _ for use in clo sed (process or supply) piping systems. ' e as specified in the individual U300 or U4 0 aeries design in the UL 2. Through -Penetrants Penetrants -0ne nonmetallic i - conduit or tubing to be install nn A. Steel Pipe - Nom S m. dram or smaller Schedule 10 or heavier steel pipe. sheet orientation shall b0 gn gh p pe, g installed thin the firesto IP PP YI P P $ ( ) 1 ) PPP , TUBING. . HEAVIER) COPPER UBI GB. COPPER C PPER TUBING OM 6 "IN. DIAM OR SMALLER TYPE L OR HE VI OP B 0 N E 3:- st Fire o rem The sys tem em shall consist of the#olio " w i f inn _ Foe Resistance Directory. diem of opening in steel stud ells s 32in: Max diem o system. The annular space pipe d periphery of opening shall be min 0 P B. Iron Pie Nom 8 in., or smaller castor ductile iron pipe. es ry p g ys p p p an pep ry p g in (point System P Y $ ( ) P P IP P_ , COPPER PIPE. COPPER PIPE NOM 6 IN DIAM (OR REGULAR OR HEAVIER • . -- . C. CO 0 * , ( SMALLER) ) - :Fill V -- `- A. Void or Material ..Caulk Min 1 r 2 in thickness f ss o fill _ openings in wood stud walls is 14 1 2 in. contact o max 1 2 m: pipe or conduit rigidly supported' n o material a tied vnthin smaller) regular ar o heavier) copper pipe. en t c o dwt to beo both sides of the wall Cavity / C. Copper` Pie Nom 4 > diem ors e r avi P P $s / ) / P P $i. YPP P ( ) $m ( ) PP P WHEN THROUGH PENETRANT A 1S USED; THE T RATING IS 2 HR. WHEN THROUGH : .: - the annulus flush with to surface of floor or both surfaces of w' ' `_ , :all. A e ea o' system is equal to the hourly fire rating of the wall assembly in t point contact location Nom 4 :.diem (or smaller) e I or heavier copper tubing. The hourl F satin of the fir t s s assembly. following es and sizes of nonmetallic pipes may be used. p in D. Copper"Tubing N m ( ) Type ( ) PP_ Y $ P Y 4 Y $ Y Y g ti'P P P Y P -• I USED, IN `IS 1 3 PENETRANT B OR C IS THE T RATING <PEN 4 HR , / : bet ween concrete pi pe, e aminl 4m:di am bead of fill mate rial shall b a _ which it is installed. P , ell a tied to the smaller) rigid steel conduit. A. Polyvinyl Chloride PVC Pie Nom 6 in, diem or smaller Schedule 40 solid -core or cellular P / E. Conduit Nom 6 in. am ors alle o . P ( ) $i Y�Y (PVC) P ( ) P MATERIALS- O N. THICK UNF CED MINERAL FIRER PIPE INSULATION. 3: 'PIPE COVERING MA RIALS N M 3 I H A .'. : concrete/pipe in terface on to surface f floor. __ N . diem r schedule 4 r vier steel i sleeve friction fit in -` 0 00 . 2. -Steel Sleeve Nom 32 in or smaller) s edul 0 o heavier e c EMT.P smaller) steel electrical metallic tubing core. PVC pipe for use m closed (process or supply) or vented dram waste or vent i F. Conduit Nom 4 m. am or small ) ( J 1 pipe , ( ) $1 P P IP PP YJ ( ) piping OUTSIDE D R TUBE. INSULATION.. SECURED WITH NOM 16 SIZED TO THE OUTS IAM OF PIPE 0 TU E HILTI CONSTRUCTION MI 0 CHEMICALS, DIV OF>- nom 32 in: diem circular opening cut throw sum wallboard layers. length of steel sleeve to , 9P $ $h $YP Y $� system. P H ANNULAR SPACE BETWEEN THE INSU LATED Y AWG STEEL WIRES ACED MAX 12 IN OC THE ULAR S C ETWE . '. HILTI INC: -- FS-ONE Sealant u thickness of wall h following: be al to The f st stem shall consist the f B. Chlorinated Polyvinyl Chloride CPV Pi Nom 6 in; diem or smaller SDR17 CPVC i 4. F�restoP SystemoP sY $ - e4 Y�Y hl ( C) Pe ( ) P Pe H P PENETRANT AND PE PHERY OF OPENING SHALL BE MIN 1 2 IN. TO MAX 1 1 2 THROUGH E RI / / * , • Fill, Void or Cavity Material Wrap Strip No m 3 16 m: thick 3:Through-Penetrant One metalli i e rid r tubing installed either concentrically 6r , tY 1 3 in: wide c pipe, , conduit o gY for use m closed (process or supply) or vented dram, waste or vent piping systems. P P � by /4_ IN. IP PP YJ ( ) p P $ Ya - . . - intumescent a ntwra 'stn . Four'la layers f __ s o wrap strip are individually wrapped n tightly packed call within the fires h ann s b tw n i o ndwt or and a ed and the A. Packing Material M 4 m. thickness of 4 cf mineral wool insulation eccentn to s stem. T e ulaz ace a ee e, o tubm C. A lomtnle Butadiene S ene S A Nom 6 in, diem or smaller Schedule 40 - P P Y P P ally around B P � Y P CORNING HT OF Y P Y P P P $ ciY tYi' (�) Pe ( ) PP : , OWENS INC,, through -penetrant • ou enetrant with ends butted and held in lace with r _tape. Butted recessed from surface of floc or `. the steel sleeve shall be min of 0 in. (point contact to max 1 7 8 in. Pipe, conduit or tubing to be Bh P ed ends in successive the opening as a permanent form: Packing material to be c p ._ IP ) / P , $ solid -core or cellular core ABSASS pipe for in closed (process or supply) or vented drain P P_- P $ P $ SCORNING HIGH TEMPERATURE PIPE INSULATION 1 00 HIGH TEMPERATURE PIPE P P (P PP Y) ( : • : OWEN H 2 ,• • la yer er shall be offset. Wrap strip butted tightly a amst b ottom surface f of fill material. ` ;n rigidly supported on both sides of wall assembly. following es and sizes o metallic pipes, Yo floor or both surfaces both surfaces of wall t accommodate there aired thickness Y $ types f P P , waste or vent piping systems. P P $ 4 INSULATION BWT OR HIGH TEMPERATURE PIPE INSULATION IP Y PP ) p p g y ins of w _ -- all.::: s f fill applied within the n r bin m bused. _ at nal Sealant. --Min 1 4 in:alucknes o h conduits o to a e B. Fill void or cave m PP g Y D. Flame Retardant Polypropylene lene FRPP Pipe Nom 6 m. diem or smaller Schedule 40 F , cavity / FIRESTOP SYSTEM THE STOP. SYSTEM SHALL CONSIST OF THE FOLLOWING. YP PY ( ) P iZPP 4 F S FIRE M : ( L HI LTI 1LTI CONSTRUCTION. CHEMICALS DIV F f wall. in diem (or Schedule l0 or heavier steel pipe. , 0 surface of the floor or both surfaces o the A. Steel Pie Nom 30 e annulus flush with the to s p ( ) 1 J P P pipe for use in closed rotes or supply) or vented. (drain, waste v P A. PACKING MATERIAL MIN 4 IN. THICKNESS OF MIN 4 PCF MINERAL WOOL p p (process pp y) (r ste or vent) piping system. : HILTI INC CP - W o smaller service we t or heavier cast iron soil. a or Glass C 648E 45 1 3 4 Wrap Strip B. Iron Pie Nom 30 m: diem ri _ / / P P ( )i$ti ( ) pipe E. Pol hdene Fluoride PVDF Pipe Nom 4 : d1 r smaller) F INSULATION. FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKINGyviiiy ) m am o s alle PVD a for use in; ( P 1 I P1P : C, S - Steel Collar Collar' fabr icated Cate from coils of d recut min 0 17 pressure pipe. .0 in. flock No: 28 SG aiv steel C MICALS DIV OF 50 or heavier ductile iron M HILTI CONSTRUCTION, - ) P P P P ( ) $ ES F ( closed rocess orsu 1 orvented dram waste or i in s rem. MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR BOTH O (p pp y) ( ) p p g ys . - available b e from the sealant manufacturer. u cturer. Collar h rsmaller)el 1 m tubin . * s all be nom 1-3/4 m. deep with 1 in. wide HILTI IN( CP 601S Se ant:, C. Conduit Nom 4 m. diem o ate electrical metallic g _ -p by WALL TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. ( 3: Firesto Device Firesto Collar.. Firesto collar shall be installed in accordance with the , c_ Q P P P _ 2 in. Ion anchors tabs on in.cen 2 less for secure merit to floor *Bearing the UL Classificauo Mark * °b. Copper Nom 5 in, diem or smaller e 1 or heavier copper . $ or or wall assembly.The anchor ILL VOID OR CAVITY MATERIALS -.SEALANT MIN 1 2 IN: THICKNESS OF FILL MATERIAL PP $ ( ) Type ( ) PP $ accompanying installation instructions. Collar to be installed and latched around the pipe and B. F / P Yin$ P P _ .. tabs shall be bent 90 e outward E; Co er Pie Nom 6 in. diem or smaller re ar or heavier co er i e: d ainfor 1/2 in. wide b the floor or wall assembly.The APPLIED WITHIN THE ANNULUS FLUSH WITH TOP SURFACE OF FLOOR OR BOTH PP P ( ) $� ( ) PP pipe. secured to both. sides of the wall us the anchor hooks rovided with the collar. Minunum 2 > ,_ : �$ P : (. < opposite side incorporates -• 4. Fill, Void or Cavity Material Sealant Min 5/8 in. and 1 14 in: thickness of fill material applied ppor sretainer tabs, ed v wide p strip, p, long, p ing m toward the SURFACES OF WALL. tl' anchor hooks for 1 1/2 and 2 m. diem pipes, 3 anchor hooks for 3 and 4 in. diem pipes, and 4 , P e surface.. Collar shall s tightly wra pped ed over the wrap stn overlapping within annulus flush with both surfaces of wall assembly for 1 or 2 hr rated walls respectively. • pipe $h Y erla in min. 1 in at HILTI CONSTRUCTION CHEMICALS DIV OF , YPP P P,_ PP $ :.anchor hooks #or 6 m. diem pipes). .The anchor hooks are to be secured to the surface of wall : se : : seam. nom 1 2 in. wide stainless steel hose '" 1 c am shall be secure d to Min 1 2 in. diem bead of caulk applied to the penetrant/wallboard wallboard interface at the point contact /the collar at its HILTI INC -- FS-0 E SEALANT OR ELASTOMERIC FIRESTOP SEALANT / PP P / p _P H N with 3 16 2 1 2 in. ion toggle bolts along with washers. , mid -height. Eve other anchor tab of collar secured to concrete s *BEARING location on both sides of wall. e1$ Every e lab with 1 /4 m. diem by BEARING THE UL CLASSIFICATION MARK HILTI CONSTRUCTION DIV O 1-3 4 in. in steel expansion a masonry fasteners, o a s 3 16 in. di IL CONSTRUCTION CHEMICALS DIV OF „ � / am b 1-1/2 in long'steel H TI CO 0 - $ �P type rY / Y HILTI INC CP 643 50 1.5 N CP 64 63 2 N CP 43 90 3 N C 643110 4"N OR P 4 , / 3 / 6 / P / C 6 3 _ concrete screws or 0:145 i HILTI INC FS ONE SEALANT � m d am by 1 1/4 m. to powder actuated fasteners utilizing a 160 6 N FIRESTOP COLLAR n$ P $ 1 7 16 diem m : 1 16 ,thick steel washer: In floor assemblies, on Bearing the UL Classification Marking / by / e e collar to be used at the Bearing the UL Classification Mark bottom of the concrete floor only. In wall assemblies, a collar is used on both surfaces. *Bearing the UL Classification Mark CONC. FLOOR/WALL PIPE INSULATED PIPE METAL PIPE PENETRATION NONMETALLIC PIPE THRU NONMETALLIC PIPE PENETRATION DETAILP20 PENETRATION DETAIL 1 AND 2 HR ASSEMBLY. 1 AND 2 HR ASSEMBLY 5PENETRATION DETAIL P-DO01 N.T.S. P-D003 P-D020 P-D021 P-D044 2'-0" ,.. System No. W-L-1165' yS 0 ATTACH TO COVER COVER ' F Ratings - 4 Hr STRUCTURE T Rating- 0`Hr FOR WALL CONST. o CONCRETE BASE ' FIN. FLOOR coNTINlrous "t SEE ARCH:DWGS. THREADED ROD . �--`-- _ .. —.-. :T —_ n a U BOLT :' CLEANOUT — __ - .:.' : -:.- . _.... : — .— — : ..—.. _ e... ,. : MAY EXTEND . ' I UG EXPANSION - r ` ! PIPE INSULATION AS WASTE di II-L11� - - - 1 - L I -I ...TANK � .T _...- -; OR VENT E.... COUNTERSUNR PIP 1111 PH'E : SCREW : Ld d • -' CLEANOUT TEE' I :` MJUSTING COLLAR l ADJUSTING COLLAR .POLISHED S.S. EARTH IA 3/4„ Te6P I ACCESS COVER CLEANOUT PLUG AND CLEANOUT PLUG AND A 4 RELIEF VALVE EWH _ BODY. SEE SPECS. BODY. SEE SPECS. IB 1 PIPE SADDLE .: _ ' ' RISER (18 GA:, 18 LONG) ; � RISER 3/4 PIPE SADDLE WASHER (TYP.) Y BEND FULL Y BEND FULL 3 FA WE, 4" MAX: S�ZE; 4" MAX. TO DRAIN PAN fry} UNIBTRUT OR ALL INSULATION PASSES ANGLE IRON WASTE LINE w/ " ANTI -SYPHON LENGTH 1'O SUIT PLUG IF END PLUG IF END VACUUM BREAKER THRU HANGER UNBROKEN LOCKNUT PP.) OF LINE OF LINE :. 1' TO MOP SINK : BALL VALVE OR EXTERIOR SIZES UP TO 3" MULTIPLE �'-1/8 BEND AT Erro - -_-- h ' SINGLE " �r OF LINE CLEANOUT -. FLOW . FLOW 4'^ DRAIN VALVE a ------------ A : DRAM PAN DIELECTRIC. SEWER LINE 'UNION (fYP) WASTE LINE 2 SECTION A -A INSULATED EXTERIOR CLEANOUT P7 WATER HEATER DETAIL` PIPE HANGER DETAIL WALL CLEANOUT DETAIL DETAIL FLOOR CLEANOUT DETAIL N.T.S. P-D### N.T.S. :'M-DO09 N.T.S.` N.T.S. P-DO06 N.T.S. P DO06 PUMP: ZOELLER OIL GUARD N0.940 0007, EXPANSION TANK ELEVATOR PROVIDE WITH FLOAT ` WASHING MACHINE SHAFT WALL ALARM PANEL .SWITCH ROUGH -IN UNIT I w assembly shall be constructed of HOT COLD SIMPLEX ELECTRICAL OUTLET 1. Wall Assembly The 4 hr a rated gypsum wallboard/stud all y y .' e . HOSE BIBS PRESSURE C ONTROL the materials and in the annex described in the individual U400 Serves Wall or Partition Design ON DEDICATED EMERGENCY gn SUPPLY.: VALVE (SEE D GIGRAM) IyQQ •. •.. ,.. :. CIRCUIT: PROVIDE PERMANENT:CONTROL m the UL Foe Resistance irecto and shall include the following construction features. FITTINGS ' , r ?3' 8 .: FI LABEL "SUMP PUMP ONLY":' .'PANEL - i f steel channel' Studs. Steel studs to be min 3-1 2 in. wide — FINISHED FLOOR A. Studs Wall framing shaft consist o t / DIELECTRIC by 3 STAND PIPE ELECTRICAL POWER CORD'; by 1-3/8 in, deep channels spaced max 24 in. OC: E VALVE -COUPLIIVG e an 12 x12 ACCESS PANEL _8 B. Gypsum Board The sum walboard a thickness number of layers, fastener d JI YP tYP . > Y ,type NON-SL4M BRONZE FLEX) "sheet orientation shall a as specified in the individual U400 Series Design in the UL Fire CHECK VALVE - vALV e Resistance Directory.Maxdiem of opening is 8 in: I� ry P $ a LIQUID SMART swrrcx „ _i 2. Steel Sleeve Nom 8 in. or maller diem Schedule 40 or heavier steel pipe sleeve friction fit in _.. " 3 :ANCHOR HEATER ,. ( J ( ) PP ,... 2 DISCHARGE � ;, r> - OIL SMART SWITCH:. TO WALL W Y.. v : n of steel sleeve to be nom 8 in. dram circular opening cut through sum wallboard layers. Length << lv, VENT , ' ROUTE UNDERGROUND $ $ Y CONCRETE IN22ERTS ELEVATOR a O TO STORM DRAIN. C ELECTRICAL equal t0 thlCkrie99 of wall. ` SHAFT FLOOR SUMP GRATE `. ) 13 DRAIN.TO : SUPPLY On metallic pipe or bin installed eitherconcentncall or eccentrically � � , 3. Through-PenetrantC P p tU g Y Y °� BAN. SEWER ELECTRICAL MOUNTUNG- n pipe or tubing and the steel sleeve shall be „, POWER c P s within the firestop system The annular space between pp g _ WE CORD RE SURE 4.i FIHISHED o BRACKET min o 2 in. to max 1-1 4 in. Pie or tubing to be rigidly su orted on both sides of wall GAUGE f1 / P $ PP N .. :.. " . .. FLOOR " � UNION may a used: assembly. following es and sizes of metallic pipes o; tubing y b y " Q 0 ... _. 3 P-TRAP CLEANOUT '* BOOSTER PUMP �Y�P steel pipe. � SUMP TO � ., ,...:> .,, A. Steel Ape Nom 6 in. diem (or smaller) Schedule 10 (or heavier) p p • : : ARCHITECTURAL/STRUCTURAL „.. FLOAT B. Steel Conduit Nom 4 in. diem (or smaller) steel electrical metallic tubing 2 -o AT : DRAWINGS FOR SWITCH C. Copper Tubing Nom 6 .dram (or smaller) Type L (or heavier) copper tubing. LOCATION AND SIZE : '�`(SQUARE)'I` D. Copper Pipe Nom 6 in. iam (or smaller) Regular (or heavier) copper pipe. 4. Fill, Void or Cavity Material* -Sealant Min 1-1/2 in thickness of fill material applied within annulus, flush with bath uffaces of the wall CONSTRUCTION C ICALS DIV OF HILTI CON M , R LEVATO TANKLE WASHING MACHINE E PIT SS WATER I - FS-ONE Seal t ; HILTI NC *Bearing t e UL Classificatto Markin h DETAIL. SUMP PUMP DETAIL B TERPUMP DE7.AIL � HEATER: HOOK-UP DE A � OOS _ MOUNTING DETAIL N.T.S. , N.T.S. N.T.S. r. .:. '.. N.T.S. �: :: i METAL PIPE PENETRATION P(G 4 HR ASSEMBLY P-D047 �.�. �.. .,,.._.a,..�,.,.:-.�,L--.�.m-..,.ems---gym— -•mv.esn..e.. , - - ... _ -„ro*a�s^.+,a�efsr-.. .... .. .. _ :. ,- ._ .. -,.. . _ .rte ._ - _. _ ... ... - •.^•em„„m:n.• ----•„may---ro.: sf _ _. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321,633.4528 www.ddc-engineers.com dasUva.david@dde-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8. 2018 REVIEW SET El PERMIT SET BID SET ElCONSTRUCTION SET AS BUILT REVISIONS O �yV/ C BO �✓ z ■ ®R N M E U 04 F�1 A V !4 0A F O W o1. U Q0 0 494 F 1..E7 U �iHxa W�P� �® a `W i �1 pZy U1� �N w U V SHEET NO.: I-4 P 6 DRAWN: JS CHECKED: DAD ^H APPROVED: DAD F 4 David A. DaSilva 547yjgII11, oPA\O ANTya'/.. S Q i77 S - : a 0 if �39 : r � IIII1111„ :. (`ol+•rt�i 10 8 nDO ) Emma" System No.`C-AJ-1498 F Ratings - 2 Hr T Rating - 0 Hr W Rating - Class 1 A A 1 � Nk a System No. C-AJ-5184 F Ratings - 3 Hr T Rating - 1% & 2 Hr (See Item 2) System No. W-L-1164 F Ratings - 1 and 2 Hr (See Items 1 and 4) T Rating - O Hr System No. W-L-2078 F Ratings - 1 & 2 Hr (See Item 1) T Rating - 1 & 2 Hr (See Item 1) uz v A — SECTION A -A SECTION A -A 2 SECTION A -A SECTION A -a 1. Floor or Wall Assembly -- Min 4-1/2 in. thick reinforced normal weight (100-150 pc0 concrete. 1. Wall Assembly The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed 1. FLOOR OR WALL ASSEMBLY MIN 4-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL 1. Wall Assembly The fire -rated sum board stud wall assembly shall be constructed of the 1. Floor or Wall Assembly Min 4-1 2 in. thick reinforcedlightweight or normal t 100-150 wall may also be cons d of any UL classified concrete blocks*. Max diem of opening is 10 in. of the materials and in the manner described in the individual U400 Series wall or partition Y - gypsum / lY Y -- / weigh ( See concrete blocks (cazt) category in the fire resistance directory for names of manufacturers. WEIGHT (100-150 PCF) CONCRETE OR 5 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL design in the UL fire resistance directory and shall include the following construction features: materials and in the manner specified in the individual U300 or U400 Series wall and partition pe0 m concrete. Wall may also be constructed of any UL classified concrete blocks*. Max diam. of WEIGHT CONCRETE WALL. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED A. Studs Wall framing may consist of either wood studs or steel channel studs. Wood studs to designs in the UL fire resistance directory and shall include the construction features noted opening is 10 in. CONCRETE below. See concrete blocks (cant) category in the fire resistance directory for names of manufacturers. 2. Steel Sleeve -- Nom 10 in. diem (or smaller) Schedule 10 (or heavier) steel pipe cast or grouted , consist of Nom 2 by 4 in. lumber spaced 16 in, oc. steel studs to be min 2-1/2 in. wide and BLOCKS MAX DIAM K OPENING IS 32 IN. The hourly F Rating and T Rating of the fresto system is to the hourly fire rating of the 2. Through Penetrants -- One nonmetallic I to be installed either eccentrically or concentrically into floor or wall assembly, flush with both floor or wall surfaces. spaced max 24 in. oc. When steel studs are used and the diem of opening exceeds the width of Y g � P � equal Y �g � pipe Y Y SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR stud cavity,the o mg lengths wall assembly m which it is installed: within the frestop system. The annular space shall be min 0 in. (point contact) to max 1-3/8 in. NAMES OF MANUFACTURERS. opening shall be framed on all sides us' ken s of steel stud installed Y 3. Through -Penetrant -- On metallic pipe, tube or conduit to be installed either concentrically or between the vertical studs and screw -attached to the steel studs at each end. The framed A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to pipe to be rigidly supported on both sides of floor or wall assembly. The following types and sizes 2. THROUGH PENETRANTS ONE METALLIC PIPE OR TUBING TO BE INSTALLED Pik Y eccentrically within the stop system. The annular space between penetrant and periphery of opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diem of the consist of nom 2 by 4 in. lumber spaced 16 in. oc. Steel studs to be min 2-1/2 in. wide of nonmetallic pipes may be used: CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO A. Polyvinyl Chloride PVC Pipe -- Nom 8 in. diam or smaller Schedule 40 cellular or solid core opening shall be min 0 in, (point contact) to max 2 in. Penetrant to be rigidly supported on both penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. spaced max 24 in. oc. Y'anY (PVC) P ( ) BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. THE FOLLOWING TYPES * _ PVC i for use in closed (process or supply) or vented drain w ) piping y sides of floor or wall asset ably. The following types and sizes of metallic penetrants may be used: clearance is present between the penetrating item and the framing on all four sides. B. Gypsum board Nom 5/8 in, thick gypsum wallboard, as specified in the individual wall pipe (P PP Y) ( rite or vent i systems. AND SIZES OF METALLIC PIPES OR TUBING MAY BE USED: B. Chlorinated Polyvinyl Chloride CPVC Pipe -- Nom 8 in. diam or smaller SDR 13.5 CPVD pipe � A. STEEL PIPE NOM 24 IN. DIAM OR SMALLER SCHEDULE 10 OR HEAVIER STEEL PIPE. B. Gypsum Board" The gypsum wallboard type, thickness, number of layers, fastener type and and partition design. max diem of opening is 7 in. Y�Y ( ) P ( ) P�P A. Steel Pi Nom 8 in. diam or smaller Schedule 10 or heavier steel pipe. ( ) ( ) sheet orientation shall be as specified in the individual U300 or U400 series design m the UL 2. Through -Penetrants - One nonmetallic pipe, conduit or tubingto be installed within the fresto for use in closed (process or supply) piping systems. ( ) ( ) P P B. COPPER TUBING NOM 6 IN. DIAM OR SMALLER TYPE L OR HEAVIER COPPER TUBING. P P P ' B. Iron Pipe -- Nom 8 in.. • or smaller cast or ductile iron i ( ) ( ) Fire Resistance Directory. Max diam of in steel stud walls is 32m. Max diam of system. The annular space between i andperipheryof o shall be min 0 in. (point P 3. Firestop System -- The firestop system shall consist of the following I� ( J P1Pe• rY• opening Ys Pa pipe • opening IPo• C. Copper Pipe -- Nom 4 . diam or smaller re or heavier co C. COPPER PIPE NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. openings in wood stud walls is 14-1 2 in. contact to max 1/2 in. i or conduit to be rigidly su orted on both sides of the wall A. Fill, Void or Cavity Material" -- Caulk -- Min 1/2 in. thickness of fill material applied within PP P ( ) �� ( ) copper WHEN THROUGH PENETRANT A IS USED, THE T RATING IS 2 HR. WHEN THROUGH P mngs / ) / P PP the annulus, flush with to surface of floor or both surfaces of wall. At point contact location D. Copper Tubing -- Nom 4 in. diem (or smaller) Type 1(or heavier) copper tubing. The hourly F rating of the fireatop system is equal to the hourly fire rating of the wall assembly in assembly. The following types and sizes of nonmetallic pipes maybe used: P Po PENETRANT B OR C IS USED, THE T RATING IS 1-3/4 HR between concrete floor and r / pp E. Conduit -- Nom 6 in. (or smaller) rigid steel conduit. 3. PIPE COVERING MATERIALS" NOM 3 IN. THICK UNPAGED MINERAL FIBER PIPE INSULATION �� it is installed. A. Polyvinyl Chloride (PVC) Pipe -Nom 6 in. diem (or smaller) Schedule 40 solid -core or cellular pipe, a min 1 4 in. diem bead of fill material shall be applied to the. F. Conduit -- Nom 4 in (or smaller) steel electrical metallic tubing (EMT). 2. Steel Sleeve - Nom 32 in. diam (or smaller) schedule 40 (or heavier steel pipe sleeve friction fit in core Pr vented was VC pipe for use in closed (process or supply) or (drain, waste or vent) piping concrete/pipe interface on top surface of floor. SIZED TO THE OUTSIDE DIAM OF PIPE OR TUBE. PIPE INSULATION SECURED WITH NOM 16 non 32 in. diem circular opening cut through gypsum wallboard layers. length of steel sleeve to system. HILTI CONSTRUCTION CHEMICALS, DIV OF 4. Firestop System - The;ment o system shall consist of the following: AWG STEEL WIRE SPACED MAX 12 IN. OC. THE ANNULAR SPACE BETWEEN THE INSULATED HILTI INC - FS-ONE Sealant P P °�ng' THROUGH PENETRANT AND PERIPHERY OF OPENING SHALL BE MIN 1 2 IN. TO MAX 1-1 2 be equal to thickness of wall. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe -Nom 6 in. diem (or smaller) SDR17 CPVC pipe / / B. Fill, Void or Cavity Material Wrap Strip --Nom 3/ 16 in. thick by 1-3/4 in. wide 3. Through -Penetrant - One metallic pipe, conduit or tubing installed either concentrically or for use in closed (process or supply) or vented (drain, waste or vent) piping systems. A. Packing Material -- in. thickness of 4 pcf mineral wool recessed insulation tightly packed into IN' eccentrically within the firestop system. The annular space between pipe, conduit or tubing and C. A lonitrile Butadiene Styrenei Nom 6 in. diam or smaller Schedule 40 intumescent wrap strip. Four layers a wrap strip are individually tape.. wrapped around the OWENS CORNING HT INC, DIV OF � (ABS)( ) � ( ) through -penetrant with ends butted and held in lace with to Butted ends in successive the opening ss a Peform. Packing material to k recessed from top surface of floor or OWENS CORNING -- HIGH TEMPERATURE PIPE INSULATION 1200, HIGH TEMPERATURE PIPE the steel sleeve shall be min of 0 in. (point contact) to max 1-7/8 in. Pipe, conduit or tubing to be solid -core or cellular core ABS pipe for use in closed (process or supply) or vented (drain,P surface both surfaces of wall t accommodate the required thickness of fill material. rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, waste or vent piping systems. Of wall. layer shall be offset. Wrap strip butted tightly against bottom surface of floor or both surfaces P , INSULATION BWT OR HIGH TEMPERATURE PIPE INSULATION THERMALOC J P P g Ys B. Fill, void or cavity material* - Sealant -- Min 1 /4 in. thickness of fill material applied within the 4. FIRESTOP SYSTEM THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: conduits or tubing may be used: D. Flame Retardant Polypropylene (FRPP) Pipe - Nom 6 in. diam (or smaller) Schedule 40 FRPP HILTI CONSTRUCTION CHEMICALS, DIV OF annulus flush with the top surface of the floor or both surfaces of the wall. A. PACKING MATERIAL MIN 4 IN. THICKNESS OF MIN 4 PCF MINERAL WOOL BATT A. Steel Pipe - Nom 30 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING B. Iron Pipe - Nom 30 in. diem (or smaller) service weight (or heavier)cast iron soil pipe or Class E. Polyvinylidene Fluoride (PVDF) Pipe - Nom 4 in. diam (or smaller) PVDF pipe for use in HILTI INC - CP648-E W45/ 1-3 J4" Wrap Strip HILTI CONSTRUCTION CHEMICALS, DIV OF MATERIAL TO HE RECESSED FROM TOP SURFACE OF FLOOR OR BOTH SURFACES OF 50 (or heavier) ductile iron pressure pipe. closed ss or supply) or vented drain, waste or vent piping tem. C. Steel Collar -- Collar fabricated from coils of precut min 0.017 in. thick (No. 28 MSG) galy steel (prose pply) ( ) P P g HILTI INC -- CP 6015 Scant WALL TO ACCOMMODATE THE REQUIRED THICKNESS. OF FILL MATERIAL. C. Conduit -Nom 4 in. diem (or smaller) steel electrical metallic tubing. 3. Firestop Device" - Firestop Collar - Firestop collar shall be installed in accordance with the available from the sealant manufacturer. Collar shall be nom 1-3/4 in. deep with I in. wide by *Bearing the UL Classification Mark B. FILL VOID OR CAVITY MATERIALS* SEALANT MIN 1/2 IN. THICKNESS OF FILL MATERIAL D. Copper Tubing - Nom 6 in. diam (or smaller) Type 1(or heavier) copper tubing. accompanying installation instructions. Collar to be installed and latched around the pipe and 2 in- long anchors tabs on 2 in. centers for securement to floor or wall assembly. The anchor APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR BOTH E. Copper Pipe - Nom 6 in. diam (or smaller) regular (or heavier) copper pipe. secured to both sides of the wall using the anchor hooks provided with the collar. (Minimum 2 tabs shall be bent 90 degree outward for 1/2secin. wide b the floor or wall assembly. The SURFACES OF WALL. 4. Fill, Void or Cavity Material* -Sealant - Min 5/8 in. and 1-14 in. thickness of fill material applied anchor hooks for 1-1/2 and 2 in. diam pipes, 3 anchor hooks for 3 and 4 in. diam pipes, and 4 pipe Sur side incorporates retainer tabs, ed in. wide by p s 6 p, long, pring m toward the within annulus, flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. Pipe surface. Collar shall s tightly wrapped over the wrap strip, overlapping min. 1 to at HILTI CONSTRUCTION CHEMICALS, DIV OF Y l�Ve Y• anchor hooks for 6 in. diem pipes). The anchor hooks are to be secured to the surface of wall cep; a nom 1 /2 in. wide stainless steel hose clamp shall be secured W the collar at its HILTI INC -- FS-ONE SEALANT OR CP601S ELASTOMERIC FIRESTOP SEALANT Min 1/2 in. diam bead of caulk applied to the penetrant/wallboard interface at the point contact with 3/ 16 2-1/2 in. long toggle bolts along with washers. by *BEARING THE UL CLASSIFICATION MARK location on both sides of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF mid -height. Every other anchor tab of collar secured to concrete slab with 1 /4 in. diem to HIL71 CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 643 50/ 1.5"N, CP 643 63/2"N, CP 643 90/3"N, CP 643 110/4"N OR CP 643 concrete to long steel expansion type masonry fasteners, 3/ 16 ct diem by en /2 u long steel HIL71 INC - FS-ONE SEALANT concrete screws or 0.145 in. diem by 1-1/4 in. long powder actuated fasteners utilizing a System No. C-AJ-2305 F Ratings - 2 Hr T Rating - 1-1/2 Hr �A 00 0 2 C (J 04 O O 3C A 2 SECTION A -A Rockledge, Florida 32955 Phone 321.633.4522 Pax 321.633.4528 www.ddc-engineers.cdm dasilva.david@ddc-eng*meers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: a DATE NOVEMBER 8, 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET is BUILT REVISIONS 160/6 N FIRESTOP COLLAR 1-7/16 diam by 1 / 16 in. thick steel washer. In floor assemblies, one collar to be used at the z *Bearing the UL Classification Marking *Bearing the UL Classification Mark bottom of the concrete floor only. In wall assemblies, a collar is used on both surfaces, 0 *Bearing the UL Classification Mark CONC. FLOOR/WALL PIPE INSULATED PIPE METAL PIPE PENETRATION NONMETALLIC PIPE THRU NONMETALLIC PIPE W P I PENETRATION DETAIL F2 PENETRATION DETAIL P3 1 AND 2 HR ASSEMBLY P4 1 AND 2 HR ASSEMBLY Pq7i PENETRATION DETAIL N016 P-DO01 N.T.S. P-DO03 P-D020 P-D021 P-DO44 System No. W-L-1165 2"-0COVER " OCOVER COVER F Ratings - 4 Hr ATTACH r iN Ni S aM M RE T Rating - 0 Hr P FOR WALL CONST. Co +I CONCRETE BASE FIN: FLOOR CONTINUOUS SEE ARCH. DWGS, THREADED ROD t ITT—TTlT7— Tl�(-1 a <- U BOLT MAY EXTEND PLUG _j_ EXPANSION / 1 PIPE INSULATION AS WASTE ^' PLUG II :._I I I= I i .._ 7k�� TANK /--- _ OR V"� — — 1 111—III —I 11-1 I 1-111 - d SECTION A -A 1. Wall Assembly The 4 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the runner described in the individual U400 Series Walt or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs Wall framing shall consist of steel channel studs. Steel studs to be min 3-1/2 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Gypsum Board* The g1psurn walboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 8 in. 2. Steel Sleeve Nom 8 in. (or smaller) diam Schedule 40 (or heavier) steel pipe sleeve friction fit in nom 8 in. diam circular o pening cut through gypsum wallboard layers. Length of steel sleeve to be equal to thickness of wall 3. Through -Penetrant One metallic pipe or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe or tubing and the steel sleeve shall be min of 1/2 in. to max 1-1 4 in. Pipe or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used: A. Steel Pipe Nom 6 in. dam (or smaller) Schedule 10 (or heavier) steel pipe. B. Steel Conduit Nom 4 in. diam (or smaller) steel electrical metallic tubing. C. Copper Tubing Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. D. Copper Pipe Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 4. Fill, Void or Cavity Mate ' •-Sealant Min 1-1/2 in. thickness of fill material applied within annulus, flush with both urfaces of the wall HILTI CONSTRUCTION C EMICALS DIV OF HILTI INC - FS-ONE Sealant *Bearing the UL Classification Marking 1 � ■ ■ 1 1 , 1 I 3/4" T&P RELINF VALVE EWH I 1 3/4" 1 TO DRAIN PAN 1 ANTI- SYPHON VACUUM BREAKER (iz 1" TO MOP SINK BALL VALVE I OREXTERIOR DRAIN VALVE DRAIN PAN DIELECTRIC UNION (IYP) P7 WATER HEATER DETAIL N.T.S. - P-D### WASHING MACHINE. ff ROUGH-IN UNIT HOSEBIBB SUPPLY FITTINGS �3" STAND PIPE ,12"x12" ACCESS PANEL vr-FINISHED IW VENT T DRAIN TO SAN. SEWER J SSES THRU HANGER UNBROKEN SIZES UP TO 3" SINGLE �(18 GA., 18" LONG) WASHER (TYR) UNISMUT OR ANGLEIRON LOCKNUT "P.) MULTIPLE INSULATED PIS PIPE HANGER DETAIL - -_ N.T.S.: M-DO09 SP-1 PUMP: ZOELLER OIL GUARD NO.940-0007, ELEVATOR PROVIDE WITH FLOAT SHAFT WALL ALARM PANEL SWITCH SIMPLEX ELECTRICAL OUTLET ON DEDICATED EMERGENCY - CIRCUIT. PROVIDE PERMANENT LABEL "SUMP PUMP ONLY". FINISHED FLOOR ELECTRICAL POWER CORD NON -SLAM BRONZE CHECK VALVE .• .� . LIQUID SMART SWITCH OIL SMART SWITCH T DISCHARGE ' ELEVATOR ROUTE UNDERGROUND SHAFT FLOOR SUMP GRATE TO STORM DRAIN. ELECTRICAL POWER CORD 0 1 SP-1 UNION SUMP PIT - REFER TO ARCHITECTURAL/STRUCTURAL 2.-0^ FLOAT� DRAWINGS FOR (SQUARE)' SWITCH LOCATION AND SIZE NG ELE R PIT p 1� HOOKIUP MACHINE E p 1, 3 SUMP PUMP P DETAIL N.T.S., CLEANOUT TEE ---� LLF COUNTERSUNKSCREW j _�—POLISHED S.S. EARTH ACCESS COVER LINE w/ I TO SUIT !ID AT END I r—ml CLEANOUT NoFLOW SEWER LINE fleL p-,�i, - s WALL CLEANOUT DETAIL N.T.S. ADJUSTING COLLAR CLEANOUT PLUG AND BODY. SEE SPECS. RISER Y BEND FULL 3IZE, 4" MAX. PLUG IF END OF LINE - FLOW. ADJUSTING COLLAR, CLEANOUT PLUG AND BODY. SEE SPECS.. }, RISER 1/ BEND FULL 4" MAX. 4 a 3�ZE, PLUG IF END Q OF LINE --------� a 'T- b M -----.-----✓ EXTERIOR CLEANOUT ETAIL 1.,0 FLOOR CLEANOUT DETAIL x -� ., P-D006 - -- N.T.S. P-D006 rr EXPANSION TANK PRESSURE CONTROL �ONTROL VALVE (SEE DIAGRAM) iIVALVE " 11 1 PANEL 1 DIELECTRIC JJ COUPLING FLEX VALVE r - ANCHOR HEATER / TO WALL ELECTRICAL IN6ERTS CONCRETE SUPPLY BRACKET RACKENG GAUGE BRACKET BOOSTERPUMP 4 4 [_ TANKLESS WATER P14 BOOSTER PUMP DETAIL P , HEATER MOUNTING DETAIL N.T.S. N.T.S. -� -- % O ui w k� ti F �i a� 2" SS 3� 2" SS 2j 2" SS STUDOR VENT 2" SS I co STUDOR VENT 2" S5 i V co STUDOR VENT 2" SS I J% SEWER RISER - UNIT A T.S. UNITS B,C,D,E,F,G SIMILAR I� 2" VTR l 2 2" SS 2" SS 3" SS 3" SS 55 SEWER RISER - UNIT A -4/5 N.T.S. UNITS B,C,D,E,F,G SIMILAR �3" VTR I 2" 7 ;/ 12'! 3" J I I I I I 1c Uj 2" SS 3" SS i I 3" Ss 4T I $ 2�� I I " I .1 I i I I '-2" 1 3" SSVA WCO II I i I tj 1 I 3" SS Yw1 2" SS 1 3" SS I $ 2"" 3 i .i I .T 2" I I 1 1 I I 4" SS 1 ' /00 I ' I 1 WC-1 2" SS 3" SS 2� 3" SS 4" SS ')EWER RISER - UNIT A T.S. UNITS B,C,D,E,F,G SIMILAR j I I 1 1 I I 1 I I I 1 1 I 3" SS 3" SS 3" SS 56 SEWER RISER - UNIT A 4/ N.T.S. UNITS B,C SIMILAR S3 �3" VTR I r\ i` Z 1 1 `, 1 I � 2"' I , I CO I 1 I 1 I I 2" SS 2 3" SS I 1 3" SS i i i 1 \ I ' 1 V(((--- �� 2" I 1 ' CO I i I I I 2" SS FL 3" SS 3 2" 4" SS 1 I 1 r`\ I ` I I 1' CO I 2" ss D pL 3" 4" SS R RISER - UNIT A UNITS B,C,D,E,F,G SIMILAR f 2" SS 3� l2" I V'l I�1 I I I 2" SS 2" SS ^ 2" IM I 2" I I 1 1 r1,2,� 1 I I 1 I k�I I I I I 3" SS 3" SS / I ' I 2" f) 1 2 I j � I 1 �1/ gL 3� I I I 1 3" SS ' I I 1 2" 4" SS 2" % 2 � � I j 3" SS 4" SS SEWER RISER - UNIT D T.S. UNITS E,F,G SIMII'' �2" VTR I 2" I� I I 2" ----- I lI" l If I" 2 l Y' I I �0 1 - y I I I I I 3" SS 2" SS 2" I u� 2" —I K�xy 2" SS 1 1 1 I 1 I I I� I I 3" SS 4" SS 4" SS SEWER RISER - UNIT A N.T.S. UNITS B,C SIMILAR 2" VTR r\ 1 `\ `\ I ' I I i 2i ol ' I ill 1'l ' 11 2" SS 4v0 1 3" SS 2„ 3" SS ' r`\ 3" SS 1 , �`\ I 'V�' I 1 2„ SS 3" SS 3gD fD 2„ 3" SS r` 4" SS I `\ I jjll I T`, I I N I 2, $�,1 VA .1 /2 SSWCA I411C 3" SS L 3" SS 2� 4" SS EWER RISER - UNIT E S. UNIT F SIMILAR "i ti. Fd. engine ring inc 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engincers.com dasilva.david@dde-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8, 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET ❑ AS BUILT REVISIONS „a n O n c”) O O N P WATER HAMMER ARRESTORS (rYP') 2' CW/HW 2' CW/HW C 1 ��-j 2"cW/xw\ 2' CW/HW ` ` 2" CW/HW `` Y a" CW/2, HW `-2° CW/HW 4 CW12' HW \ 1" CW/d' HW TO EWH-1 1" CW DN \ " CW/HW 1 2' CW/HW C 1' CW VA CW/HW 1 2" CW/HW - 4" CW/HW S\ 4" CW/HW WATER RISER - UNIT A (UNIT C SIMILAR 3RD & 4TH FLOOR SIMILAR N.T.S. 4' CW/2' HW 2' CW/HW r2' CW/HW 2" CW/HW I 2' CW/HW \Si 4\ 4 CW 1" CW DN 1" CW/4" HW j TO EWH-1 �Iy' '— 3' CW/2" HW 4" cw 2' CW/HW /-- 2" CW/HW D ' 2" CW/HW WATER HAMMER ARRESTORS (Tn'•) d'CW/HW 4, CW/HW a" CW CA 2" 2" CW/I 1 �� 2"" CW/HW \CW/HW \` 1" CW DN 1" CW/4" HW TO EWH-1 WATER HAMMER ARRESTORS w 4"CW/HW ,CW/HW 1 2 r CW/HW ,WATER RISER - UNIT E (UNIT F SIMILAR & 4TH FLOOR SIMILAR N.T.S. C 1"C..,g __.. q" cw n f 2' CW/HW 2" CW/HW A� 2' CW/HW ' CW 2 CW/HW 1 2'CW/HW 121 CW/HW 1 t" CW/2' HW / WATER RISER - UNIT B & 4TH FLOOR SIMILAR N.T.S. kT\ i i" CW vb PRESSURE REDUCER (TYP.) I,CW� 2/ 12 CW TYPICAL WATER RISER N.T.S. 2" CW/HW 2' CW/HW \' y" CW/HW a' CW/2' HW / -. WATER HAMMER ARRESTORS 1"CW DN ' 1" CW/J" HW \ TO EWH-1 \\ CW/ a, CW/HW 2' CW/HW T\ - 1 \ Bw 2' CW/I 2' CW/HVA W' CW CA \\ \' CW/HW CW/HW y' CW 1 2' CW/HW 21'CW/HW Wj " CW/2HW VA ;" cw j W3_ WATER RISER - UNIT D (UNIT G SIMILAR) P-5 3RD & 4TH FLOOR SIMILAR N.T.S. it r- 6 F� 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS DATE NOVEMBER 8, 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS F Q z U s � 1� Q� W�� U W�mm 0 OHO Qax� z� w i, y ' :: . .. . -, , , I , 11 ELECTRICAL " L WORK, 0 GENERAL q `I E RAL - 2.01 A. GENERAL ALL E UIPMENT OF A PARTICULAR KIND, SUCH AS WIRING DEVICES AND SAFETY SWITCH DISCONECTS SHALL BE THE PRODUCT OF : Q � OWNER THE CONTRACTOR SHALL NOTIFY IN SERVICE INVOLVES SERVICE OR CONNECTION FROM ANOTHER CONTRACTOR OR THE THE OWNER IN WRITING WHEN THE EQUIPMENT WILL BE READY. THE OWNER SHALL BE NOTIFIED AS FAR IN ADVANCE AS CARTRIDGE FOR THE JOINT OR CONNECTION.WATE PIPE O ICI BRONZE APPROVED MECHANICAL R C NNEC710N 5 CON E CQNNECTOR DESIGNED FOR THE PIPE AND CABLE TO BE BONDED. I ' , THE SAME MANUFACTURER. I IPOSSIBLE EQUIPMENT THE DATE THE VARIOUS ITEMS OF E UIPMENT WILL BE COMPLETE.. PART 1 -GENERAL - B. PROVIDE ACCESS PANELS FOR ALL EQUIPMENT AND DEVICES REQUIRING SAME. SIZE AS REQUIRED FOR PROPER ACCESS AND C. THE WORK OF THIS TRADE INCLUDES ROUGH -IN FOR AND FINAL CONNECTION Et REQUIRED TO ALL MISCELLANEOUS EQUIPMENT 3.07 PANELBOARD INSTALLATION : I A N I LE IS 12 IN. BY 12IN. CLEAR OPEN NG WHERE HAND CCE55 0 LY IS RE IRED. MAINTENANCE M NIMUM ACCEPTAB U INCLUDE POWER AND CONTROL WIRING. FURNISHED BY OTHERS OR UNDER OTHE DIVISIONS OF THE WORK: THIS SHALL INCL R A. E P DSERVED, :PAN L DIRECTORIES AS AMINPMUM SHALL Bf TY EWRITTEN AN ITION N MBER E UIPMENT INbICATE BREAKER POS U 1 1 .0 DESC C:.'. Y PANELB ARD CONTRACT PROVIDE LABELS FOR EACH MOTOR CONTROLLER; SAFETY SWITCH; RELA , 0 OR, TIMER; CONTROL •- - FTHIS IVI 10 FETY DIS NNECTSAND D S N. SA CO DEVICES AND COVEF. PLATE$ FOR BUILT IN EQUIPMENT ARE INCLUDED IN THE WORK O R - AN NUMB R AND THE PANEL IDS IFICATION THE.P THE PANEL TRIM OOM NAME D E NT ANEL IDENTIFICATION SHALLBE LOCATED ON A. ' DIVISION 16 OF T HE 6OFTN H PR JECT. WORK SHALL INCLUDE LABO R MA TERIAL ERS ALL LECTRICAL WORK.FOR T E 0 , PE IFICATIONS COV E C LAMINATED, PHENOL( TRIPS 1 /1b INCH ' DEVICE, METER AND CIRCUIT BREAKER. LABELS BE LAM NA C S HICK, AND ENGRAVED TO :IN THE WORK OF HIS DIVISION. DO ALL R MISCELLANEOUS E )US PROTECTIVE I E DEVICES E REQUIRED BY N.E.DE ARE INCLUDED DED : OTHER SC CAN 0 CT V D V C S QU N . C NC U F I T P E MATCHING ' 'AND SHALL CONSIST 0 A BLACK NA ED PHENOLIC LABEL, SC IDENTIFICATION ION MA CH SCREW MOUNTED, WITH THE PANEL D T " AND ACCESSORIESN THE WORK SPECIFIED AN DSHOWN.ON THE DRAWINGS INCLUDING CONNECTION CESSARY TO ACCOMPLISH,.. I 1 TO P SHOW BLACK LETTERS ON A WHITE BACKGROUND NOT LESS THAN 1 /4 INCH HIGH. SIZE STRIPS PROPERLY FIT : D F A CONNECTIONS F DRAWINGS Y : ROUGHING IN AN INAL CO NEC ONS FROM APPROVED SHOP W NGS ONLY. PANEL IDENTIFICATION N DRA ING ENGRAVED N 1 /41N.. WHIT WITH ADHESIVE WRAP AN L0 W S,I E LETTERS. LABEL ALL CONDUCTORS T AND CHECKOUTS 0 ERA D OTHER CONTRACTORS). OTHERS OTHER TRADES THE OWN N EQUIPMENT FURNISHED BY 0 ) Q. , NER NUFACTURERS BRACKETS ARE NOT PROVIDED MOUNT LABELS WITH MANUFACTURERS BRACKETS AND BE LEGIBLE. WHERE MA D. OPENINGS AND SLEEVES FOR ELECTRICAL "COMPLIANCE WITH fHE DRAWING AND ANY NOTES THEREON IS REQUIRED. PROVIDE 0 N SLABELS Q WITHiN.21N: Of THE CONDUCTOR TERMINATION PRIOR TO INSTALLATION OF TRIM. ' B. THE MECHANICAL SF NERAL - CONDITIONS ALL L SUP EM ENTSISSUED ECI (CAT ONS A SUPPLEMENTS F I AND DRAWINGS INCLUDING THE GE ,.. PROPER SCREWS OR AN APPROVED ADHESIVE. WORK: : B MOUNTPANELBOARDSW 7H CENT RUNE A FT-bIN. ABOVE F H HIGHEST BREAKER HANDLE MOU I E T S 0 FINISH FLOUR EXCEPT THAT THE G J STRU THERETO, N CE: PE PERTINENT ISSUED B Y THE ENGINEER ARE A PART OF THESE IONS TO BIDDERS, OTHERS R PROVIDE OPENINGS THROUGH WALLS, PARTITIONS, FLOORS, AND ROOFS AS REQUIRED FOR ELECTRICAL WORK: ' SHALL BE BELOW fi F(:-5 IN. ABOVE FINISH FLOOR. ARRANGE BREAKERS 50 THAT THE BREAKER RATING IS VISIBLE WITH THE SPECIFICATIONS AN[ ELECTRICALDRAWINGS. T THEM FOR INSTRUCTIONS THIS. TRADE SHALL CONSUL WHICH APPLY TO HIM. 2.02 :� RACEWAYS ! :. F. PROVIDE SLEEVES FOR ELECTRICAL WORK PASSING THROUGH WALLS PARTITIONS ROOFS AND FLOORS. SLEEVES SHALL EXTEND - PANEL FRONT IN PLACE. DRAWINGS INDICATE RA F THE ELECTRICAL LAYOUTAND WORK INCLUDED. ELECTRICIAN SHALL THEGENERAL ARRANGEMENT0. A. T ACCORDANCE WITH AN51 STANDARD C80.L. CONDUIT, RIGID STEEL, GALVANIZED OR SHERADIZED ANDMANUFAC MANUFACTURED IN... - E OTHERWISE SPECIFIED. F .THROUGH FLOORS WALLS AND PARTITIONS AND SHALL BE CUT FLUSH WITH EACH SURFACEUNL SS 0 RW SE SPEC E IRE FOLLOW AND LAYOUTSOF.OTHER TRADES TO T THE DRAWINGS WORK AND CONSUL.. NLAYOUT:THE ELECTRICALW ' -FITTINGSSHALL BE PIPE THREADED, MALLEABLE IRON. WALL AND/OR FLOOR INTEGRITY SHALL BE RESTORED AFT R PENETRATION. SLEEVES IN CONCRETE AND MASONRY WALLS, L HE N S A 3.08 LIGHTING FIXTURE INSTALLATION I: LOCATION A VERIFY D SPACES IN WHICH WORK WILL BE INSTALLER B. - PIPE SPECIFICALLY AN LABELLED UL STANDARD FOR ' CONDUIT; PVC. POLYVINYL CHLORIDE 40 P SEC D ( ) FLOORSAND F SHALL B FABRICATED F STANDARD GALVANIZED ED STEEL PIPE WITH ENDS FINISHED SMOOTH CONCRETE FL00 S ROOFS, S L E CATED FROM STAN LVAN Z N S S , A. DESIGNATION AND FIXTURE SC REDUCE -':PROVIDER LIGHTING FIXTURE FOR EACH AND EVRY OUTLET IN ACCORDANCE WITH TYPE DESIGNA ON USE AS ELECTRICAL CONDUIT. FITTINGS SHALL BE EITHER SOCKET:. WELDED TYPE OR PIPE THREADED. THE CONSTRUCTION AND THROUGH BURR FREE WITHOIfT SHARP EDGES. IN WALLS ROOFS AND FLOORS OF OTHER ONSTRUC ON N ROUE H ARCHITECTURAL REGARDLESS OF THE CA OG THE DRAWINGS. VERIFY THE ARCH T CTURAL FINISHES AND CEILING CONSTRUCTION AND EGA 5 CATALOG -ON H S T S LNG CONSTRUC 1.02 A .LODES PERMITS N IN PE TION 5 C INCLUDING THE REQUIREMENTS OF. APPLYING TO ELECTRICAL WORK iN EFFECT R ALL LAWS A LNG Q : G R HERADIZED CONDUIT FLEXIBLE METALLIC. GALVANIZED, INTERLOCKED SPIRALLY WOUND STEEL STRIP WITH GALVANIZED 0 S ' SUSPENDED SHALL BE FABRICATED FRO 2 2 U :GAUGEGALVANIZED STEEL. FLOOR SLEEVES SHALL EXTEND THREE U 2 .5 RT HANGER AND OTHER PREFIXES UFFIXES SHOWN PROVIDE F I I FRAMES SUPPORTS, NUMBER AND FIXTURES WITH THE PROPER TRIM, A. c1N INSTALLATION SHALL S COMPLY WITH CONDUIT, I U DT H FITTINGS. LISTED PER UL-L. FITTINGS SHALL BE OF THE SQUEEZE TYPE WITH INSULATED THROATS. CON UI , L Q. I 1G T H ABOVE FINISHED FLOOR LEOTHERWISETED PA E E FLOOR SLEEVES AND PASSING CONDUIT SHALL BE 1NC ESA OV N RUN SS NOTED. SPACE BETWEEN 0 EAPPURTENANCEST PROPERLY T I MISCELLANEOUS 000ORDINA E WITH SAID FINISHES. THE NATIONALELE ELECTRICAL CODE, THE NATIONAL ELECTRICAL CODES AND ORDINANCES, SAFETY CODE ALL LOCAL.GOVERNING ID I Y METALLIC: GALVANIZED INTERLOCKED. SPIRALLY WOUND STEEL STRIP OVERALL JACKET OF TIGHT P C, UL 'i: �. ILLED WITH D CT.,EAL PACKING AN CAULKED WITH WATERPROOF MP ND AS A ROVED. WHERE CONDUITS PASS ". F W U C G DCOMPOUND B. FINALINSPECTION: TINCLUDING"PLASTICS N IMMEDIATELY PRIOR TO FINTHOROUGHLY CLEAN ALL FIXTURES INSIDE AND OUT, T WITH THEREGULA. DE TH ;: OF SERVING ELECTRICAL IfTILITYCOMPANY. PROVIDE ALU RE REQUIRED PERMITS AND INCLUDE E ON5.0Q .FLEXIBLE , :LISTED. FITTINGS SHALL BE STEEL OR MALLEABLE IRON WATERTIGHT. - TWATERPROOFED.F AL E E HFABRICATEDH THAT WATERPROOFING CAN BE FLASHED THROUGH FLOORS OR WALLS, SLEEVES 5 SHALL BE SUCH E -: T T D INSTALL NEW LAMPS.. GLASSWARE. ADJUST TRIM 0 fl ADJACENT SURFACES. BROKEN OR DAMAGED PARTS. T F SAME IN T COS 0 PA FOR (WITHOUT EXPENSE 0 THE W L E COST OF PROJECT: OBTAIN AND Y W ) F OWNER) AL11 D. • WITH ASTANDARDONTO `ELECTRIC METALLIC TUBING GALVANIZED SHERADIZED AND MANUFACTURED IN ACCORDANCE W NSI C80.3. AND AROUND HE SLEEVE: - - TAN ELECTRICALLY - D ME MECHANICALLY TEST THE SYSTEM F PROPER C M OR RO R OPERATION. EDINSPECTIONS REQUIRED Q AND REVIEWS. FITTINGS L/2 INCH THROUGH 2 INCH TRADE SIZE SHALL BESET- SCREW TYPE � C. ` -THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM LOCAL CODE AUTHORITIES AND MAKING ANY REVISIONS 11 .: 3.02 RACEWAYS DIRECTED BY THEM ON EMERGENCY AND EXIT LIGHTING. TEST EACH WALL OR STEM MOUNTED FIXTURE FOR PROPER SUPPORT 8 Y 1.03 A., QUALITY 'THE"FOLLOWING IN F I DIVISION USTRY STANDARDS AS APPLICABLE TO ELECTRICAL WORK SHALL APPLY TO THE WORK 0 THIS VIS ?2.03 .CONDUCTORS AND CABLE HANGING A DEAD LOAD OF 150 CBS. FROM THE FIXTURE. FIXTURE T HALL SHOW NO PERMANENT DISTORTION OR AND SUPPORT S - A. • - EIGFIT PERCENT 98% CONDUCTIVITY.SOFTDRAWN COPPER NEW INSULATED IH GENERAL. ALL CONDUCTORS SHALL BE.NINETY ( ). A. A X EPT WH E IFICALLY TED. GENERAL. CONDUCI ORS FOR ALL POWER CIRCUITS SHALL BE RUN IN METALLIC RACEW YS E C ERE SP C NO DAMAGE. "' P THAT, WHE EXCEPT RE THAN THE LISTED REQUIREMENTS OF SPECIFICATIONS ARE MORE ETHE U , Q NOTED, ALL ELECTRICAL C SHALL E ;. ACCORDANCE WITH N.E. CODE FOR THE TYPE OF SERVICE. UNLESS OTHERWISE .0.. CONDUCTORS S L B D H P L B OTHERWISE: THESE RACEWAYS HALL BE RUN CONCEALED IN ALL FINISHED AREAS, AN WHERE RUN EXPOSED SHALL E SQUARE 5 A Q -SPECIFICATIONS LURKS PRECEDENCE: -: ,•. - INSULATED WITHTYPE. THWN INSULATION AND HAVE STRANDED CONDUCTORS: '. TI T T OUTING. THE INSTALLER IS RESPONSIBLE FOR TO THE BUILDING AND HELD TIGHT 0 HE BUILDING CONSTRUCTION. R 3.09 - CLEANING ::1. UL - UNDERW W TERS' LABORATORIES `. 6. CONNECTORS FOR SPLICING CONDUCTORS:SLO AWG AND SMALLER SHALL BE LIVE SPRING TYPE PRESSURE. CONNECTORS AS PERCOORDINATION ITH $ ILDIN R R A K F H TRADES. ALL REQUIRED BENDS ELBOWS PRO W BUILDING STRUCTURE E AND THE WORK 0 OTHER RA Q , , A, H AN ALL EQUIPMENT, SWITCHES, ET DSHALLBE FREE OF THOROUGHLY CLEAN Q S, C. ALL SURFACES SHALL PROPERLY POLISHED AN '2.. _NEMA NATIO 'A S CIATION I AL MANUFA TURERS S 0 AL ELECTRICAL C - . .• •: MANUFACTURED BY3M. SCOTCHLOK OR EQUAL. '. FITTING - JUNCTION AND PULL BOXES WHETHER R N SPECIFICALLY H NA DRAWINGS THAT MAY BE REQUIRED TO S, , W 0 NOTSOW N Q PAINT AND ALL OTHER DIRT OR DEBRIS. TOUCHUP OR COMPLETELY FURNISHED WITH FACTORY Y REFINISH EQUIPMENT FUN TI NECA. NA 0 3.- ALELECTRICAL CONTRACTORS ASSOCIATION C. I TYPE WITH INCOVER, CONNECTORS FOR #8 AWG AND LARGER BE TWO-WAY LONG BARRED COMPRESSION I H INSULATING : ATI SATISFY ODES AND THE STANDARDS F GOOD PRACTICE. WHERE CONDUITS F BOTH BRANCH AND FEEDER CIRCUITS ARE RUN ` 5 S C A 0 00 C CE W R C UI S OR 'FINI FINISHES THAT I$ DAMAGED DURING DELIVERY OR CONSTRUCTION. OF ALL PANELBOARDS S U .PROPERLY PROTECT THE FRONTS , 4. ANSI I AMERIC N NATIONAL S7ANDARDS'INSTITUTE - E TTER TAP ARE REQUIRED CONNECTORS ARE TO BE H TYPE THOMAS & BETTS COLOR KEYED OR APPROVED EQUAL. WHER GU 5. Q SHORTEST POSSIBLE R IUTILIZED. "CONCEALED THEY p1AYBE RUN OUT OF SQUARE TO THE BUILDING PROVIDING THE $H T ST.UN 5 . Q. GQ SWITCHBOARDS AND. SIMILAR EQUIPMENT TO PREVENT MARRING A E AND OTHER DEFACING. - 5 ASTM AMERI I TERIALS. NiOCIETY OF TEST NG MA WITH INSULATING COVERS. : SIZES ARE BASED ON THE USE OF COPPERCONDUCTORS A D N.E: ODE FILL RACEWAY5 C N C B F - THE `AT ALL TIME KEEP THE PREMISES FREE FROM ACCUMULATIONS TIONS 0 D BY WORK OF S, C LA F WASTE MATERIALS RUBBISH CAUSE B. ::ALL MATERIALS SH LED HERE LABELED MATERIALS ARE AVAILABLE, UNDAMAGED ANDFREE OF ! BE NEW, UL LISTED AND LASE W _. '- D. TERMINATIONS FOR MOTORS WITH #10AWG AND SMALLER CONDUCTORS IN INTERIOR LOCATIONS MAYBE MADE WITH SPRING B. •' Y AN SHALL CONFORM TSURPLUS H INDICATED, T D ELECTRICAL RACEWAYS D A CON 0 0 HE USAGE. CONDUIT, W ERE N CAE ,SHALL BE CONSTRUED AS ELEC C L RACEW TRADESMEN I ELECTRICAL WORK'. AT COMPLETION THE L EQUIPMENT, AND SU US .. TRAD S EN DOING E ON OF E WORK REMOVE RUBBISH, TOOLS, DEFECTS AT TIMED T O D SHIPMENT OR OTHERWISE DAMAGED PRIOR 0 R TIONi MATERIALS OR EQUIPMENT DAMAGE IN M INSTALLATION. E Q , ., ETT M TOR PIGTAIL CONNE TORS WITH SLIP-ON TYPE PRESSURE CONNECTORS,#8 AWG LARGER BE & B S 0 G C - "- FOLLOWING: CONCEALED IN HUNG CEILINGS AND PARTITIONS EMT WITH SET SCREW TYPE FITTINGS. L MATERIALS. BROOM ALL ASSIGNED SPACES PRIOR TO LEAVING `MA THE PREMISES. DURING INSTALLATION NOT BE REPAIRED AT THE JOB SITE : BUT SHALL BE REPLACED WITH MATERIALS: WHEN THE.: SHALL ,. CT"REk , - ` INSULATORS SECURED BV TY-RAPS C. EXPOSED ON BUILDIIG EXTERIOR - GR$ - : MANUFACTURERS NAME ' 1 1 SHALL BE CONSTRUED THAT THE MANUFACTURER R THESE SPECIFICATIONS AND DRAWINGS, T 5 L APPEA S IN H ' ' E• . ,. APPROVED EQUAL. " ELECTRICAL INSULATING TAPE SHALL BE SCOTCH N0: 88 OR D CONDUIT BENDS BE T THE LARGEST POSSIBLE.RADIUS FOR. EASE IN PULLING CONDUCTORS AND TO PROVIDE A D 01'H0 3.1 `TESTING b LOAD BALANCING AN HAS TO MEET THE FULL RE UIREME NTS OF THE SPECIFICATIONS AND DRAWINGS ANDTHAT HIS STANDARD CATALOGED ITEM MAY Q - F. C L T D GOVERNING CODES. `.. MC TYPE CABLE CAN BE USED IF AND WHERE ACCEPTED BY LOCAL AUTHORITY AN GOV N CONDUIT BENDS SHALL CONFORM TO THE NEATLY INSTALLED APPEARANCE. EQUIPMENT AND. CONDITIONS PERMITTING, POWER E N N RCON N G, 0 A. - THE l TEST ALL CIRCUITS TO ASSURE THEM TO BE FREE OF GROUNDS A P. PROVE AND TEST 0 AND SHORTS. LIGHT AND TEST EACH LAM V . ,. �_-,_..--� •_,- ' UNACCEPTABLE BE UNACCEP E WITHOUT MODIFICATION;— '�'-• M - NEC. C AVAILABLE NTHEL D ID OF HDISCONNECT.-ERIFY THE AVA LAB E VOLTAGE 0 LOAD SIDE EACH VERIFY OPERATION OF THE DISCONNECT. V ":" - : 2:04 BOXES E. V ., ..A GRS CONDUIT SHALL BE WITH POWER OR HACKSAW AND CLEANLY REAMED TO REMOVE ALL BURRS AND ALL FIELD GUT PHASE SEQUENCE, VOLTAGE AND ROTATION AT EACH MOTOR IN T INSTALLER. RUN EACH MOTOR WITH ITS Q HE PRESENCE OF THE NSTA 1.04 -SUBMITTALS ,.. - A. I ER RINGS OR RINGS TO OUTLET BOXES. GALVANIZED PRESSED STEEL WITH. GALVANIZED EXTENSION RINGS OR PLAIT 0 T. PAINTED D WITH I I THREADS SHALL BE ANTE WI WHITE LEAD BEFORE COUPLINGS ARE APPLIED. T- POSSIBLE IBLE UNDER OPERATING CONDITIONS TIME TO DEMONSTRATE CONTROL AS NEARLY AS 0 S UN 0 ERA G COND ONS FOR A SUFFICIENT LENGTH OVER T A. 'SHOPbRAWING AN S • : INDICATED UNDER EACH SECTION OF SUBMIT SAME FOR UIPMENTAND/OR. SYSTEMS PRODUCT DATA. SUBMT S Q "- •• • - "PROVIDE EXPOSED SURFACE FLUSH WITH WALL 9R CEILING FINISH. CEILING OUTLET S WITH NO BOLT OR F EMPTY CONDUIT SYSTEMS INSTALLED FOR:COMMUNICATION. YSTEMS-PUBLICTELEPHONES AND OTHER SYSTEMS AS INDICATED S P THAT THE PROPER OVERLOAD CORRECT ALIGNMENT WIRING CAPACITY, SPEED AND OVERALL SATISFACTORY OPERATION: CHECK 1 DIVISION. SHO TH S : COMPLETE COMPLIANCE WITH INFORMATION TO INDICATECOM DRAWINGS SHALL INCLUDE SUFFICIENT0- :THROUGH AND LOCKNUT TYPE FIXTURE STUDS. N-0RA LNG HA .. BE INSTALLED COMPLETE IT NYLON PULL WIRES PROPERLY LY TAGGED AT BOTH ENDS FOR IDENTIFICATION. 0 DRAWINGS S L S ET WITH LO 0 ER 0 ' E. TABLE, AND THE HEATER COD HEATERS HAVE BEEN INSTALLED BY READING THE MOTOR NAMEPLATE; THE OVERLOAD A , SPECIFICATIONS. B. REQUIREMENTS INSOFAR D STANDARDS AND E UI M NTS S R AS - : JUNCTION AND PULLBOXES. FABRICATE IN ACCORDANCE WITH NEMA AND N.E. CODE S Q G. BUILDING ENT TI N D SUCH THAT Y FL CONTINUOUSLY IN CONDUITS, N - WHERE BU LD NG V ILA 0 CONDITIONS ARE SUC HA R MAY OW CONTINUOUS CO U 5 CAUSING ' DE RAT ALL MAIN AND FEEDER ADJUST 7H SIZE F THE OVERLOAD TER AS REQUIRED MAT NAMEPLATE. OPERATE A N AD US E S E 0 E HEATER Q 0 CH THE MOTOR NAM B. • PRODUCT DATA. EA 0 PROGRESS FOLLOWING DATA IN DUPLICATE SHALL ACCUMULATE M LAT DURING THE JOB FROG S H CONTRACTOR 5 AL C U U E , . . : - R N SIZED I N AND FABRICATION METHODS. SHALL BEAR THE UL LABEL.WHE E BOXES ARE NOT S E MATERIAL; GAUGES, DIMENSIONS, 5, CONDENSATION AND, THE COLLECTION EMOISTURE, THE OND. IT HALL. BE SEALED AT EACH END WITH A PLIABLE D T CON S ON N C N 0 CONDUITS S S WX DUCT SWITCHES AND BREAKERS BUT NOT NECESSARILY AT FULL LOAD. :- N A PREPARED IN A E N OVER TO THE D PRESENTATIVE' BROCHURE OR POCKET FOLDER AND TURNED OV 0 0 -::, ' ON THE DRAWINGS, THEY SHALL BE SIZED IN ACCORDANCE WITH N.E. CODE REQUIREMENTS: FINISH IN STANDARD GRAY ENAMEL, SEALING COMPOUNC. ALSO SEAL ALL CONDUIT ENTERING AND LEAVING REFRIGERATED EQUIPMENT. B. THE VARIOUS BRANCH CIRCUITS SERVED FROM THE LIGHTING PANELBOARDS VARY IN LOADING. CAREFULLY BALANCE THE ACTUAL -1. :ALL WARRANT A ES; GUARANTEES AND MANUFACTURERS DIRECTIONS ON EQUIPMENT AND MATERIAL COVERED BY THE D WITH BRASS MACHINE SCREWS.:-` WITH SIDES AND BACK SPOT-WELDED IN POSITION AND THE REMOVABLE SCREW COVER MOUNTS W H` ALLCONNECTIO 51"0 MOTORS PRESSURE SWITCHES HVAC E DIP: LIMIT SWITCHES AND SIMILAR APPARATUS SHALL BE N Q PRATING AT 100% DEMAND THE OPERATING LOAD ON EACH PANELBOARD WHEN ALL LOAD. IS TURNED ON AND THE IS OPERATING CONTRACT• FLEXIBLE CONDUIT WHERE PERMITTED. WHERE .E EQUIPMENT IS INSTALLED OUTDOORS OR EXPOSED TO MOISTURE USE :. Q : 'UNBALANCE SHALL NOT EXCEED 0%. DURING FINAL INSPECTION, I ETE T INSTRUMENTS AND QUALIFIED PERSONNEL 1 D N S FURNISH THE S S .2..' COPIES OF AN REPAIR PARTS 3., ROVED SHOP DRAWINGS. NTELEPHONE N BER OF LOCAL IST OF ALL MAJOR ITEMS AND EQUIPMENT INCLUDING NAME ADDRESS AND UM -.-2:05 WIRING DEVICES' 1 DT T FLEXIBLE CONDUIT ITHWATERTIGHTFITTINGS. L UI IGH EW N S Q'TO P P TE TE TI 0 F ALL TESTING, N D FOR RETESTING 8Y ERFORMCOM LE TESTING. COSTS O A 5 1 G INCLUDING THE 0 E : A. SWITCHES: GENERAL DUTY AC; RATED 20 AMPERES, 120/277 VOLTS; SINGLE -POLE, DOUBLE -POLE OR THREE -POLE AS NOTES ON : DEFECTS AND FAILURES OF THE EQUIPMENT TO MEET THE SPECIFICATIONS; SHALL BE BORNE BY THE CONTRACTOR. G IE R.. SUPPLIER AT THE TIME OF EA N GENT. BE CALLED TO THE ATTENTION OF HSUBMISSION,ANY DEVIATIONS FROMTHECONTRACTDOCUMENTS SHALL C `: •• •: • 2 - 2 - - ARRANGEMENTS TS IN EACH HUBBELL#L 2 SLATER AG OR DRAWINGS OR REQUIRED FOR THE SWITCHING ARRA G MEN C T,. •: .. - 3.03 EQUIPMENT LEVELING HANGERS AND SUPPORT S C. - FURNISH T F T' FINAL INSPECTING AUTHORITY. .URN SH AT HE COMPLETION 0 THE A NAL INSPECT( FROM THE LOCAL INS N ON CERTIFICATE OM IT EN ::THEARCH ARCHITECT -ENGINEER DRAWINGS AND PRODUCT DATA. ". I HALL BE PLAINLY MARKED AN THE SHOP 1 INEER IN WRITING, AND S G " T DESCRIBED BELOW UNDER PLATE APPROVED EQUAL.tOORDINATE SWITCH COLORS WITH COVERPLA ES AS DESC S :. A. GENERAL- SET EACH PIECE INSTALLED UNDER THIS DIVISION TRUE AND LEVEL D. • 'RECORD DRAWINGS. ' CONDITION, INDICATING ALL N LEAN UNDAMAGED LON ION I P E COMPLETE SET OF CONTRACT DRAWINGS I C PROVIDE ON C B. GRADE, 2 AMPS DUPLEX UNLESS : RECEPTACLES: THREE WIRE GROUNDING TYPE 120 VOLT RATED SPECIFICATIONGRA E 5 OR 0 AMPERES DU EX U S A "PLATES". :B: - - STRUCTURE USING SCREW CLAMPS TO SECURE TO. HANGERS AND SUPPORTS ADEQUATELY SUPPORT ALL RACEWAYS FROM THE STRUC S R Q PART _ 4 FIRE ALARM SYSTEM : SIGNIFICANT{HANG , SPROMTHE WORK AS SHOW N. USE: MULTIPLE PENCIL COLORS TO AID IN DISTINCTION BETWEEN WORK WITH CO ERPLA AS DESCRIBED BELOW UNDER PLATES :SIMPLEX 15 OR 20 AMPERE : NOTED- T, E RECEPTACLE COLOR W T V TE , E WITHOUT BENDS. FP AND W ENTRANCE TO BOXES W OUT 8 N S. INSTALL SAME: ARRANGE SU PORTS TO PREVENT MOISTURE COLLECTION ALLOW EN 4.01 GENERAL r OF PARATE ELEC SE F:ELECTRI AL WORK WHICH EVERY SUBSTANTIVE INSTALLATION 0 C (CAL SYSTEMS. IN GENERAL RECORD E '<; -t GRADE. SPECIFICATION 20 VOLT SPECIFICATION G D ' < E APPROVED SPACERS TO PREVENT`: MULTIPLE f CONDUIT! SING CHANNEL SUPPORTS TO STRUCTURE ABOVE. USE C M L L 0 U E U REA V - 1"A PROVIDE A NEW ADDRESSABLE FIRE ALARM E UL-LISTED, F - T L PANE R SYST MM INDICATED DRAWINGS. CONTROL L FM -LISTED AS INDIC TE ' PREVIOUSLY IS EITHER ,OTH W SHOWN INCOMPLETELY OR FIELDMODIFIED. NOT SHOWN, 5 C. T BOXES. PLATES SHALL BE OF SUITABLE CONFIGURATION FOR THE NUMBER AND TYPE PLATES. PROVIDE PLATES FOR ALL OUTLET 0 H L M MEMBERS T SUPPORT CONTACT WITH BUILDING. bl SIZE, LAMP INSERTS, CHANNEL D ALL ER EM S 0 SU 0 A LOAD ,CONTINUOUS CON C W U L NG. S CLAMPS, NS S S AN -.. , SHALL BE MICROPROCESSOR BASED AND SHALL CONTAIN A BATTERY E RUNNING ENTIRE SYSTEM FOR AS D RY BACKUP SYSTEM CAPABLE OF 5 - E . SHOW COCA W _- INCLUDING SIMILAR STRUCTURES BOTH ' CABLE AND CONDUITS C IONOF UNDERGROUND C L E AND ROOM SURFACES, AND SHALL BE SMOOTH OF DEVICES SERVED SHALL BE ONE PIECE -SHALL BOX EDGE 0 S H IA P THE WEIGHT 0 A MAN. -E UAL T 200%OF HE COMBINED WEIGHT Of ALL SUPPORTED MATERIAL PLUS H F Q 0 - FOUR HOURS. U OU INTERIOR AN D EXTERIOR, COLUMN FROM BUI DING COLUMN LINES:- BUILDING 1 DRAWN TOSCALEAND FULLY DIMENSIONEDL I TYPE. ': FINISH P . N . , C. I TRAPEZE A SUPPORTS HALL: BE SPACED T ACCOMMODATE W HERE SEVERAL RACEWAYS ARE SUPPORTED ON COMMON TRAPS HANGER, SU S 0 ACCOMMO A , B. PROVIDE REMOTE GRAPHIC ANNUCIATORA DP POWER EXPANDER E AS REQUIRED. N 0 R OR OUTPUT ALARM DEVICES U Q F. : A MAINS AN INDICATE LOCATED AND TR LS DEVICES COCA WITH WITCHGEARPANELBOARDSANDCON 0 C BRANCHES W S .` D. - E. TA WITH OWNER, PLASTIC ACCEPTABLE. E STANDARD INTERIOR. COORDINATE WI OW L ' --PROVIDE -_r : INTERIOR DAMP CATIONS: GALVANIZED. • � LOCATIONS: D. THE SMALLEST SIZE RACEWAY INVOLVED; SPACE HANGER PER NEC. - SMA S S C C S •�,. '. ATTACHMENTS: ATTACH SUPPORTS TO CONSTRUCTION BY METHODS RECOMMENDED IN NECA C: ( P INTERFACE O T E MP LANCE PROV DEWITH ELEVATOR RECALL SYSTEM COORDINATE WITH ELEVATOR MANUFACTURER TO ENSURE COMPLIANCE I 0 NUMBERED. LOCATE AT RANGES IN EQUIPMENT RATINGS SETTINGS AND REQUIRING MAINTENANCE.:INDIC E C , ALL DEVICES Q Q F. i EXTERIOR LOCATIONS: DIE CAST ALUMINUM BAKED LACQUER FINISHED WITH HEAVY RUBBER GASKETSAND GRAVITY CLOSED SOLID - E Q ' .,. STANDARDS OF INSTALLATION" MANUAL COORDINATION WITH MECHANICAL TRADES. THE INTENT Of THE ABOVE CEILING' . D WITH H APPLICABLE CODES. O '. PROVIDE ELECTRONICR T D R / N 0 HORNS, S ROBS AN HO N STROBE COMBINATION DEVICES. G. ' :. LOCATION. INDICATE L SUBMIT THE FOLLOWING I CHANGE ORDER NUMBER.. EACH RANGE ORDER, NOTING SCOPE OF AC C 0 , P ETION OF THE WORK: CERTIFICATE OF FINAL INSPECTION FROM LOCALAUTHORfIY. UPONCOM L W RI R LOCATIONS WITH SURFACE LOCATIONS 0 C LOVERS U.L.LISTED OR WET AND DAMP OCA O SUPPORTS IS TO COMBINE AS PIPES CONDUITS ETC. AS IS POSSIBLE: WITHIN SAFE STRUCTURAL .LIMITS -0N EACH ,. , E. ' PROVIDE FAN SHUTDOWN REQUIRED. 5 S U Q TABULATION OF AL MOTORS LISTING RESPECTIVE MANUFACTURER HORSEPOWER NAMEPLATE VOLTAGE AND CURRENT, ACTUAP. ITT( THE INSTALLED E FITTING NEATLY TO BOX WITH OPENING PROPERLY F NG �MOUNTED.BOXES. RAISEDNON OVERHANGING TYPE G T OF HA P I TSELECTINGTHE HORI N7 HORIZONTAL SECTION 0. A TRAPEZE HANGER. PRIOR 0 HORIZONTAL MEMBER ALL TRADES MECHANICAL AND ,. F. PROVIDE ADDRESSABLE MANUAL PULL STATIONS; PHOTOELECTRIC SMOKE DETECTOR,. DUCT SMOKE DETECTORS AND HEAT ,: :. -WIRING DEVICE: . ET N T ELECTRICAL SHALL ,.00RDINATE ACTUAL NUMBER OF PIPES .CONDUITS,C. SUC THAT FINAL SELECTION RESULTS IN A : ' 'DETECTORS. S RUNNING CURRENT R AN OVERLOAD HEATER RATING. FTER:INSTALLATION D V :: G. • LE F ALL P YM UR LEVI ON. NOTE. NOT ALL ITEMS AVAILABLE FROM L :ACCEPTABLE MANUFACTURERS. SLATER HUBBELL A55 & SE 0 T ` , NEATLY DISCIPLINED AND ACCESSIBLE INSTALLATION. , ' END OF SECTION LISTED SUPPLIERS. 1.05 'OWNER RECORDS 3.04 WIRING INSTALLA71(IN G. : HIS REQUIREMENT INCLUDES ALL FLEXIBLE CONDUIT. A ACCUMULATE DURING BROCHURE R DATA IND PLICATE AND PREPARE IN A NEAT0 THE FOLLOWING DA THE PROGRESS OFTHE.JOB U , 2. 07 SWITCHGEAR AND PANELBOARDS A. GENERAL EXCEPT F)R SUCH ITEMS AS ARE NORMALLY WIRED AT THEIR POINT OF MANUFACTURE AND SO DELIVERED -AND E 0 �- : PACKET FOLDER T : PAC 0 SUBSTANTIAL COMPLETION: RECORD DRAWINGS PER ABOVE. E TURNED TO THE AT SUBSTANT A A. CENTERS FOR MAIN ELECTRICAL SERVICE AND DISTRIBUTION. PROVIDE FURNISH AND INSTALLSAND PANELBOARDS ANDENCLOSURE. UNLESS SPECIFICALLY NOTED TO THE CONTRARY HEREIN - THE ELECTRICAL TRADE SHALL DO ALL ELECTRICAL WIRING OF EVERY B. ALL WARRANTIES, G J ARANTEES, AND MANUFACTURER'S DIRECTION ON EQUIPMENT 8 MATERIAL FURNISHED. TIN-PLATED COPPER BUS AND NEMAOLDS 1 ENCLOSURE. PROVIDE MOLDED CASE CIRCUIT BREAKERS. SHALL BE IN NEMA-1 THESE SPECIFICATIONS AND DRAWINGS THAT ALL SYSTEMS AND EQUIPMENT SHALL . CHARACTER. IT IS THE INTENNECESSARY C. COMPLETE PLAIN EN LISH STEP-BY-STEP OPERATING INSTRUCTIONS FOR THE ELECTRICAL SYSTEM. ONE COPY OF THESE BE SNAP ON APARTMENT LOAD CENTERS MAY BE SNAP ON CIRCUIT BREAKERS. ENCLOSURE, WITH B LT -ON MOLDED CASE CIRCUIT BREAKERS. N 0 C ID PROVIDED WITH ALI NECESSARY UTILITY CONNECTIONS, COMPLETED TO ALLOW SAFE AND PROPER OPERATION OF SAID SYSTEMS. Y COON 0 W TY CO NE INSTRUCTIONS SHAL BE FRAMED AND POSTED AS DIRECTED ON THE PREMISES. - ELECTRIC, ORE UAL. ALL :EQUIPMENT N LL E ULLISTED. EATON UARE D GENERAL SHALL B SQQ I I E NECESSARY F TRADES PERFORMING WORK COVERED BY THIS DIVISION TO MAKE FINAL CONNECTIONS TO ITEMS OF WHEN T 5 NEC SS OR RA ORM NG WO EQUIPMENT BEING FURNISHED BY OTHERS OR OTHER TRADES UNDER OTHER DIVISIONS ALL SUCH WORK SHALL BE 1.06 MANUFACTURERS' N WES AND CATALOG NUMBERS: 2.08 DRY TYPE TRANSFORMERS .PERFORMED N ACCORDANCE ITH THE RE REQUIREMENTS OF THIS (VISION AND ALL MATERIALS USED SHALL BE AS SPECIFIED IW QU D A. IN SOME INSTANCES SPECIFIC REFERENCES HAVE BEEN MADE TO ONE OR MORE MANUFACTURERS NAME AND MODEL OR CATALOG �. A. (NOT USED). HEREIN - B :'USE OF N : NUM ERS.� ES AND CATALOG NUMBERS DOES NO T INDICATE THAT THE EQUIPMENT SPECIFIEDIN: NECESSARILY AN .OFF ,..; � B WIRE SIZE: MINIMUM WIRE SIZE FOR BRANCH CIRCUITS SHALL BE #12 AWG, EXCEPT THAT HOMERUNS LONGER THAN 50 FT.. S M C W . THE SHELF ITEM. V RIANCES MAY BE DUE TO REQUIREMENT OF DESIRED FINISH, MATERIAL OR OTHER MODIFICATION. : 2.09 CABINETS AND ENCLOSURES ' 'I LENGTH FROM THE PANEL TO THE CIRCUITS ELECTRICAL LOAD CENTER SHALL BE.#10 AWG MINIMUM: WHERE MORE THAN THREE .- B. IN THE CASE OF PAN LBOARDS, SAFETY SWITCHES AND OTHER EQUIPMENT REQUIRING. WIRE AND CABLE TERMINATIONS, , : A. FURNISH AND INSTALL FLUSH CABINETS AND ENCLOSURES AS SHOWN ON THE PLANS AND AS HEREIN SPECIFIED: UNIT SHALL BE CURRENT CARRYING CONDUCTORS ARE ENCLOSED IN THE SAME RACEWAY, CONDUCTORS ARE TO BE DERATED PER N.E. CODE AND • C ASCERTAIN THAT L ASC SIZES AND WIRING OR WIRING SPACE ALLOWED IS PROPER FOR THE WIRES AND PROVIDED WITH DEAD: FRONT SUB PANEL RECESSED AS REQUIRED; TO HOUSE CONTROLS. DOOR SHALL BE PROVIDED WITH WIRE SIZE INCREASED AS REQUIRED. WHERE THE INCREASED CONDUCTOR SIZE REQUIRES, INCREASE THE RACEWAY SIZE AS WELL: a CONTAINED THEREIN. O R AND TRIM SHALL BE PAINTED FOR FIELD PAINTING TO MATCH - CONCEALED HINGES AND FLUSH KEY OPERATED LOCK: D00 N E BYN.E. CODE USE #18 AWG MINIMUM. FOR FOR CONTROL USE#14 AWG MINIMUM. FOR FIXTURE WIRING AS PERMITTEDM C. :WHEN APPROVAL IS N N DRAWINGS IN REGARD IVEN FOR THE USE OF EQUIPMENT DIFFERING FROM THAT SHOW O ALL FINISHES. KNOCK -OUTS LOUVERS AND IDENTIFICATION ENGRAVING AS REQUIRED TO MEET FIELD CONDITIONS. < W HES Q SIGNAL AND COMMUIIICATIONS SYSTEMS USE WIRE SIZE AS SPECIFICALLY REQUIRED BY THE SUPPLIER.. i. FOUNDATIONS SPA ' E FOR PIPING,. DUCTWORK; WIRING, INSULATION, ETC. CHANGES REQUIRED TO ACCOMPLISH SUCH EXACT BACKBOX SIZE TO BE COORDINATED WITH EQUIPMENT SUPPLIER. C. MAKE CONNECTIONS TO TERMINALS USING PRESSURE TYPE CONNECTORS. SOLDERED JOINTS PROHIBITED. ALL JOINTS IN DIFFERENCES SHALL BE ACCOMPLISHED AT NO COST TO THE OWNER. : CONDUCTORS SHALL BE MADE AT AN ACCESSIBLE LOCATION WITHIN A BOX BY TWISTING THE BARE CONDUCTOR ENDS TOGETHER 2.10 CIRCUIT DISCONNECTS AND APPLYING A WIRE CONNECTOR IN ALL SIZES UP TO THE MAXIMUM CAPACITY OF THE CONNECTOR.' JOINTS SHALL BE TAPED 1.07 PROTECTION OF EQUIPMENT OT Q CONSIST OF A BOX, FRONT COVER AND CIRCUIT PROTECTOR DEVICE ALL -. A. SAFETY SWITCHES: SAFETY SWITCHES SHALL CO 0 , , WITH AN APPROVED ELECTRICAL TAPE. SPLICES FOR CONDUCTORS LARGER THAN #10 AWG SHALL BE MADE WITH AN APPROVED I A. ' ELECTRICAL .EQUIPMENT SHALL BE PROTECTED FROM THE WEATHER, IN PARTICULAR, DRIPPING OR SPLASHING WATER, AT ALL BLED I ACCORDANCE WITH NEMA STANDARDS WITH U.L. LISTING AND LABEL. THE CIRCUIT .MANUFACTURED AND ASSEMBLED N C COMPRESSION SQUEEZE CONNECTOR INSULATED WITH NOT LESS THAN TWO LAYERS OF ELECTRICAL FILL TAPE TO 1.5 TIMES. (SQUEEZE) TIMES DURING SHIPMENT, STORAGE AND CONSTRUCTION. MANUFACTURER'S RECOMMENDATIONS WITH REGARD TO STORAGE, '.- ' PROTECTOR DEVICE SHALL BE GENERAL QUICK -MAKE, QUICK -BREAK FUSED OR UNFUSED SWITCH RATED FOR MOTOR THE THICKNESS OF INSULATION, FOLLOWED BY TWO (MINIMUM) LAYERS OF HALF -LAPPED ELECTRICAL TAPE FOR MECHANICAL PROTECTION, AND HANDLING SHALL BE FOLLOWED: I ED R SURFACE OR FLUSH MOUNTING WITH :CIRCUITS AND/OR SERVICE ENTRANCE-0UTY;1F REQUIRED. UNITS SHALL BE{URN FURNISHED FOR - PROTECTION. LOCAIEALL SPLICES IN BOXES OR FITTINGS OF PROPER SIZE PER N.E. CODE. B. SHOULD ANY APPA TUS BE SUBJECTED TO POSSIBLE INJURY DUE TO WATER, IT SHALL BE THOROUGHLY DRIED AND PUT - EITHER GENERAL PURPOSE OR RAINTIGHT.ENCLOSURES, AS REQUIRED. FUSED UNITS SHALL FURNISHED COMPLETE WITH D. IDENTIFY ALL WIRES AND CABLES WITH BRADY ADHESIVE WIRE MARKERS AT EACH BOX; PANEL, AND OUTLET. IDENTIFICATION .THROUGH A DIELECTRIC TEST, AT THE EXPENSE. OF THE. CONTRACTOR, TO ASCERTAIN THE SUITABILITY OF THE APPARATUS OR IT - .' ' PROPER FUSES:. SHALL, AS A MINIMUM, INDICATE THE PANEL AND CIRCUIT SUPPLYING THE OUTLET: AT THE PANEL END, THE LOAD SERVED AND SHALL BE REPLACED WITHOUT ADDITIONAL COST TO THE OWNER. ITS LOCATION SHALL BE INDICATED. PROVIDE A MINIMUM OF 8 IN. SLACK WIRE AT EACH OUTLET FOR MAKING CONNECTION TO C. 'DAMAGED OR DEFEC IVE EQUIPMENT: INSPECT ALL ELECTRICAL EQUIPMENT AND MATERIALS PRIOR TO INSTALLATION. 2.11 OVERCURRENT PROTECTIVE DEVICES THE DEVICE OR TO PROVIDE FOR A FUTURE DEVICE IN THE BOX. `INSTALLATION OR P CEMENT INTO SERVICE OF DAMAGED MATERIALS WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER IS S E PROVIDED IN EACH FUSIBLE DEVICE. ': A. ' FUSES: FUSES OF THE PROPER SIZE; RATING AND ELECTRICAL CHARACTERISTICS SHALL B 0 PROHIBITED. REPLACE OR. REPAIR TO NEW CONDITION,. AS CERTIFIED BY THE MANUFACTURER, AND TEST DAMAGED EQUIPMENT IN •1 CURRENT -LIMITING, TIME -DELAY DUAL -ELEMENT 200,000 AMPERE FUSES 600 VOLTS AND BELOW SHALL BE UL CLASS RK ,. CUR L , 3.05 BOXES COMPLIANCE WITH I HALL BE PROVIDED I T REQUIRED FOR THE TESTING. DUSTRYSTANDARDS AT NO ADDITIONAL COST TO THE OWNER.EQU EQUIPMENT QU 0 BY THECONTRACTOR 'RMS SYMMETRICAL INTERRUPTING CAPACITY ON NON -MOTOR CIRCUITS AND UL CLASS RK-5 TIME -DELAY; DUAL -ELEMENT, 200,000 A. EACH BOX SHALL BE OF PROPER SIZE TO ACCOMMODATE THE DEVICE AND FUNCTION FOR WHICH IT IS SHOWN. BOXES FOR WALL cc S1 I S AMPERES RMS .SYMMETRICAL INTERRUPTING CAPACITY ON MOTOR CIRCUITS. DEVICES SHALL BE FURNISHED COMPLETE WITH PLASTER RING OR TILE RING ACCORDING TO WALL CONSTRUCTION WHERE B. APPROVED MANUFACTURERS: BUSSMANN OR GOLD SHAWMUT (ALL FUSES SHALL BE OF SAME MANUFACTURER TO INSURE REQUIRED. BOXES FOR INSTALLATION IN MASONRY WALLS SHALL BE SPECIAL SQUARE CORNER MASONRY TYPE. BOXES FOR 1,08 WORKING CLEARAN E SELECTIVE COORDINATION), - - : MOUNTING Of LIGHTING FIXTURES SHALL BE FOUR INCH. OCTAGON; EQUIPPED WITH 3/8 IN. "NO -BOLT" FIXTURE STUD. BOXES DRAWING IS BASED ON DIMENSIONS OF A PARTICULAR MANUFACTURER, A. THE SIZE OF ELECT (CAL EQUIPMENT SHOWN ON THE Sa . I CIRCUIT BREAKERS OF PROPER SIZE RATING AND ELECTRICAL CHARACTERISTICS BE PROVIDED FOR FLOOR OUTLET:" SHALL BE CONCRETE PROOF STEEL BOXES WITH ADJUSTABLE :TOPS AND DEVICES AS HEREINAFTER NOTED GENERALLY THE FIRST NAMED). WHILE OTHER MANUFACTURERS MAY BE ACCEPTABLE, IT IS THE RESPONSIBILITY OF THE TRADE ' C. CRCUITBREAKERS.0 CU , ( ) WHERE CALLED FOR ON DRAWINGS BREAKERS SHALL BE THERMAL MAGNETIC MOLDED -CASE WITH QUICK -MAKE, QUICK -BREAK, OR SHOWN. ALL BOXES SHALL REFURNISHED COMPLETE WITH PROPER COVER AND/OR DEVICE PLATE AND DEVICE. UNLESS TO DETERMINE IF THE EQUIPMENT PROPOSED. WILL PIT IN THE ALLOCATED SPACE. :: ALL BE ENCLOSED 1 A SUITABLE: :OVER CENTER TOGGLE TYPE MECHANISM AND TRIP FREE HANDLE MECHANISM: THE BREAKER SHALL ENCLO N OTHERWISE NOTED PLACE OUTLET BOXES AT THE FOLLOWING HEIGHTS X CENTER TO FINISH FLOOR): (BOX ) B. - INSTALL ALL EQUIP ENT IN A MANNER TO PERMIT ACCESS TO ALL SURFACES. MAINTAIN PROPER CLEARANCE TO MEET ALL SAFETY F MANUFACTURER AS THOSE IN THE PANELBOARDS. " NEMA RATED ENCLOSURE: BREAKERS SHALL BE 0 SAME 1. ` WALL SWITCHES 48' AND OPERATING CODES, PARTICULARLY N.E. CODE: INCLUDE ALL REQUIREMENTS DICTATED BY OPERATION, CONTROL, 2. THERMOSTATS 48" ADJUSTMENT, MAINTENANCE AND POSSIBLE REPLACEMENT OF EQUIPMENT IN DETERMINING. CLEARANCE. 2.12 1 LIGHTING 3.. CONVENIENCE OUTLETS 18" - C. SHOULD THERE BE APPARENT T LOCATIONS OF N.E.ODE CLEARANCE NOTIFY.THE ARCHITECT -ENGINEER BEFORE PROCEEDING< V 1 ' ' A. FIXTURES ARE SPECIFIED IN THE SCHEDULE BY TYPE; MANUF AND # TO BE SELECTED BY OWNER. B. TELEPHONE, ALARM, AND SIGNAL SYSTEM OUTLET BOXES SHALL BE STANDARD OUTLET BOX TYPE WHERE ONLY ONE CONDUIT - WITHCONNECTION RPLACEMENT OFEQUIPMEN T B.ALL RECESSED INCANDESCENT LIGHT FIXTURES SHALL BE PROVIDED WITH FACTORY INSTALLED THERMAL PROTECTION. .ENTERS SAME. OTHERWISE SPECIFIED OR INDICATED ON DRAWINGS; WHERE TWO OR MORE CONDUITS ENTER, BOX SHALL S C. LAMPS: ALL LAMPS USED ON. THIS PROJECT SHALL BE NEW DELIVERED TO THE JOB SITE IN THE ORIGINAL PACKING CASES AND BE 4-11116 IN.. SQUARE MINIMUM WITH SUITABLE ADAPTER RING. 1.09 COORDINATION SLEEVES SAND SHALL BE OF THE SAME MANUFACTURER: - C. LOCATE ALL OUTLETS AS INDICATED ON DRAWINGS HOWEVER AT INSTALLATION INSPECT ARCHITECTURAL DRAWINGS AND A. ,:INSTALLATION STUD WORK FINED TRADES. PREPARE ES ARE.REQUIRED.TO COORDINATE THE ELECTRICAL WORK WITH THE WO 0 D. BALLASTS: PROVIDE FLUORESCENT FIXTURES WITH CBM AND UL LISTED FULL LIGHT OUTPUT ENERGY SAVING CLASS P BALLASTS S LOCATE LOCAL SWIT,;HES ON THE STRIKE SIDE OF THE DOOR. .. . COORDINATION DRA INGS AT ACCURATE SCALE WHERE SEVERAL ELEMENTS OF ELECTRICAL OR COMBINED "A" SOUND RATED EQUIPPED WITH BUILT-IN THERMAL CUT-OUT WITH AUTOMATIC RESET A ONE YEAR GUARANTEE ON PARTS Q ' MECHANICAL/STRU BLE PACE TURAL/ELECTRICALWORK MUST BE SEQUENCED AND POSITIONED TO.FIT INTO THE AVAILABLE S AND LABOR AND AN IN -LINE FUSE (BUSSMANN TYPE MLR -PLR OR APPROVED EQUAL). - - B. ":' SHOW THE ACTUAL INTEGRATION OF E EQUIPMENT WITH BUILDING SYSTEMS. HYSICAL DIMENSIONS REQUIRED FOR PROPERQ b. APPROVED MANUFACTURERS. ADVANCE MARK III FULL LIGHT OUTPUT OR GENERAL ELECTRIC MAXI -MISER IL GROUNDING 3.Ob SYSTEM GROU NG C. ED PROVIDE APPROVED VERIFY FINAL ELECTRICAL CHARACTERISTICS BEFORE H P DRAWINGS TO ALL REQUIRED DISCIPLINES AND E L SHOP Q- E. RE HALL BE STANDARD CLASS P WITH IN LINE FUSE AND THE HIGHEST SOUND BALLASTS FOR OTHER THAN FLUORESCENT FIXTURES S A. GENERAL EQUIPMENT, RACEWAY SYSTEMS' WIRING SYSTEM NEUTRALS RECEPTACLES AND POWER OUTLETS MOTORS AND Q , 'ROUGHING POWER EEDSTO ANY.E EQUIPMENT. WHEN ELECTRICAL DATA ON SHOP DRAWINGS DIFFERS FROM Q - TIN AVAILABLE. ' RATING MOTORIZED EQUIPMENT, SHALL 8E GROUNDED .INACCORDANCE :WITH N.E. CODE ARTICLE 250. : `CONTEMPLATED DE AND BRANCH -CIRCUIT PROTECTION.: T T THE WIRING DISCONNECTS, GN MAKE NECESSARY ADJUSTMENTS 0 , A 'GENERAL ELECTRIC OR UNIVERSAL L' APPROVED MANUFACTURERS. ADVANCE, G N , .GROUND RECEPTACLES AND POWER OUTLETS TO THE CONDUIT SYSTEM WITH A GREEN GROUNDING CONDUCTOR SIZE IN ACCORDANCE FOR THE.EQUIPMEN T O ADDITIONAL NAL COST TO THE OWNER. ACTUALLY INSTALLED A NO 0 '. F. , :HID BALLASTS SHALL BE ALTO TRANSFORMER REACTOR, -HIGH POWER FACTOR POTTED AND ENCASED TO MINIMIZE SOUND. WITH N.E. CODE TAE LE 250-95 AND CONNECTED BETWEEN THE DEVICE GROUNDING SCREW AND THE OUTLET BOX: CONNECTION D.`. DAMAGE FROM INTE B RECTIFIED AT NO ADDITIONALLOST TO THE FERENCE CAUSED BY INADEQUATE COORDINATION SHALL E R C•• '1 APPROVED MANUFACTURERS: GENEXAL ELECTRIC SYLVANIA OR PHILIPS:.. •• TO THE 80X MAY BE A G CLIP OR BY A.10/24 SCREW THREADED INTO A HOLE IN THE BACK OF THE BOX AND USED FOR NO OWNER._ ,: : DIRER PURPOSE. BONDING JUMPER REQUIREMENTS MAY BE WAIVED, SUBJECT TO THE APPROVAL OF THE N.E. CODE >.. 3:13 CONTACTORS AND RELAYS ' - - REQUIREMENTS ENFORCING AUTHORITY PROVIDED THE RECEPTACLE CEPTACLE USED IS OF THE SAFETY GROUNDING TYPE LISTED BY UL AS Q ,. 0 E : : 1.10 - WORKMANSHI :' A. ELECTRICALLYHELD.TYPE I E - ALL CONTACTORS AND RELAYS SHALL BE UL LISTED AND LABELLED, GENERAL PURPOSE,ELECTR CA N NEMA T COMPLYING WITH EXCEPT( N : Z FARTICLE 2 -74 E EQUIPMENT CONNECTED TO THE ELECTRICAL SYSTEM SHALL COM G WI ON 0 0 N.E.N E CODE50 QU ENT CO A A. ALL WORK SHALL B D HALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN EXECUTED IN A WORKMANLIKE MANNER AN S � WHERE SPECIFICALLY NOTED ON DRAWINGS UNITS SHALL BE ELECTRICALLY HELD OR MOMENTARY OPERATIONAL - ENCLOSURES. W E SP C ': BE GROUNDED WITHIN INSULATED GREEN GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH N.E. CODE TABLE 250-95 AND - :COMPLETED. ' :TYPE. NITS SHALL E. FURNISHED WITH LINE OR LOW VOLTAGE CONTROL AS NOTED AND WITH THE CORRECT NUMBER OF POLES U B SCREW T ' INSTALLED IT I -1 RA WAY CONDUCTOR A BE CONTINUOUS B GROUNDING C EW IN HE E EQUIPMENT WITHIN N TIE RACEWAY. UCTO SHALL CON NUOUS BETWEEN AQ B ' ANY ERIAL ITEM MENTIONED IN THESE SPECIFICATIONS OR VISA -VERSA OR A WORK NOT SHOWN ON DRAWINGS BUTM, R , I INDICATED, PROVIDE PROPER P TRANSFORMERS ' AND CURRENT CHARACTERISTICS. WHERE LOW VOLTAGE OPERATION S STE DOWN. -. JUN TION B BOXAND A GROUND ATTACHMENT I THE NEAREST OUTLET BOX IN HE RIGID METALLIC CONDUIT SYSTEM. TTHE C M N. X T ANY ACCESSORIES N READY 'F R OPERATION SHALL BE PROVIDED T Y 0 CESSARY 0 MAKE THE WORK COMPLETE IN ALL RESPECTS AND R 0 RA AND RECTIFIERS. C NEUTRAL CONDUCTGR OF THESERVICE ENTRANCE SHALLBE.BONDED TO THE METAL ENCLOSURE OF THE MAIN SWITCH OR PANEL i : WITHOUT ADDITION N L COST TO THE OWNER. • - A F APPROVED PANELB FURNISHED. H t. APPROVED MANUFACTURERS. ALLEN BRADLEY, ASCO,.OR MANUFACTURER 0 OARDS FU N S ED. DIN ACCORDANCE WITH N.E.CODE TABLE : WHICH IN TURN SHALL BONDED H GROUNDING ELECTRODE DE CONDUCTOR, R SIZED 0 E CH U 5 ONE 0 E G OUN NG C 0 C UC 0 , S Z i C. THIS TRADE SHALL RY FOR THE O OR HAVE DONE BY TRADESMEN AL CUTTING AND PATCHING NECESSARY I STRENGTH SHALL' IS N0. CUTTING IN CONSTRUCTIVE OF THE BUILDING LIKELY TO IMPAIR ITS ST ENG B. , H U DIAL WITH SKIP -A -DAY AND OVERRIDE. CLOCK MOTOR SHALL BE TIME SWITCHES. TIME SHALL BE HOUR H THE REQUIREMENTS OF '250-94. ASSEMBLE THE GROUNDING ELECTRODE SYSTEM IN STRICT ACCORDANCE WITH N.E.N.CODE INSTALLATION OFT WORK. .PARTS ' RATED FOR 120VOLT AC. ' ARTICLE 250PART H. INSTALL BONDING JUMPERS AROUND METERS VALVES AND DIELECTRIC FITTINGS TO ASSURE AN : <"B NE WITHOUT E DO: HE ARCHITECT-ENGINEER'SI.WRITTEN.APPROVAL. ' EFFECTIVELY ROUNDED INTERIOR COLD WATER PIPING SYSTEM. IDEA SYSTEM COUNTERPOISE OF THREE DRIVEN GROUND G W STEM V S S 1 11 EXCAVATION AID BACKFILL .. ", PART 3 EXECUTION I : RODS, MINIMUM; IN ADDITION TO THE COLD WATER PIPE SYSTEM GROUND. e • A. EXCAVATION TREH -. -A TIO TRENCHING AND BACKFILLING FOR NINE AND BACKFILLING ARE SPECIFIED IN SECTION EXCAVATION N '.3;01 - :. , HPROCEDURE - METHOD N D P. I T AWG CONDUCTOR TO EACH PROTECTOR'. :. B. .GENERALLY FOR TELEPHONE AN SUPPLEMENTAL COMMUNICATION SYSTEMS A #b E OTHER AI (NET OR DEVICE INSTALLATION SHALL BE CONSIDERED SUFFICIENT, FROM THE SERVICE GROUND UNLESS CABINET, HE C V NS SU (. `. - UTILITIES CONDUIT IS TO BE INSTALLED AS SPECIFIED FOR PIPELINES. CONDUIT INSTALLED BENEATH FLOOR SLAB SHALL 6E A':" A. N E I THE EXECUTION TO I IMIZ INTERFERENCES AND DELAYS N TON ERECT EQUIPMENT PARTS AT SUCH TIME AND IN SUCH MANNER AS M N E Q INDICATED OTHERWISE). �• MINIMUM OF b BEL W SLAB. BACKFILL OVER CONDUIT SHALL BE COMPACTED AS FOR SLAB MATERIAG..REFER TO MATERIALS TO AVOID MARRING E USED I THE ERECTION AND INSTALLATION OF ALL EQUIPMENT OF THE WORK CARE SHALL B US N Q C: GROUNDING MATERIAL L D I STRUCTURAL RAW S FOR DETAILS OF CONDUIT. PIPE PENETRATION OF EXTERIOR FOOTINGS. G D L (PIPE) REPD 0 THE OWNER. : SURFACES OF THE WORKS DAMAGES SHALL AIRED AT NO ADDITIONAL COST T 0 R , p 1. GROUND RODS. 5/8 IA., 0. LONG; COPPERWELD -: i > B.-.;EQUIPMENT'REQUIRING.ELEC7RIC AL SERVICE HALL NOT BE ENERGIZED OR PLACED IN SERVICE UNTIL ALL INTERESTED PARTIES E SE S , i PAR-(- Z -PRODUCTS -i E. EQUIPMENT TO BE PLACED. RE PRESENT OR HAVE WAIVED THEIR RIGHT TO BE PRESENT. WHERE HAVE BEEN NOTIFIED AND A S Q 2. GROUND CONDUCTOR .SIZE AS PER NEC REQUIREMENTS, BARE STRANDED SOFT DRAWN OR SOFT ANNEALED COPPER WIRE N Q , CO : JOINTS CONNECTIONS ;!I I 3.. AND -MOLDED FUSION WELDING PROCESS USING PROPER MOLD AND THE NUMBER SIZE AND TYPE - . ;I 1 T . , _,I ( 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 55 Phone 321,633.4522 Fax 321.633.4528 www.ddc-engineers.com dasflva.david@ddc-engincers.com C.O.A.: 25488 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS I i i• I z o I 1 I U V N i D FOR IE�IV E. M P i L C) BOCC z 1.4 I, . i 0 • Y 0 M�mo 1 to Z I Q U W U I.1J Q_ Ln SHEET NO,: -I < R 100 0:� DRAWN: DP U LLJ CHECKED: MP -•I LLJ APPROVED: MP Michael Pilo 50067 IIIIIIIIII/// \ AGM .. p r/ `\ EN / i1 N11 _ 0 1500 6 q 74' _ C3 I �'. 1.TAT.b '. Y F (7f J l J �✓ p \ i I. F \ \ Copyright�7n1F DDC Engin eri 211c. '. I ,„'., �, ,�--, ELECTRICAL LEGEND A aO RECESSED LIGHTING FIXTURE. UPPER CASE LETTER INDICATES FIXTURE TYPE. - SINGLE POLE SWITCH, 20A; 120V @ 48" A.F.F. TO TOP OF DEVICE U.O.N. LOWER LOWER CASE LETTER INDICATES CONTROLLING SWITCH WHERE REQUIRED FOR c CASE LETTER INDICATES FIXTURES TO BE SWITCHED WHERE REQUIRED FOR WIRING CLARITY. WIRING CLARITY; TYPICAL FOR ALL TYPES OF SWITCHES. SAME AS ABOVE, WITH BATTERY BACKUP. $3 THREE WAY WALL SWITCH, 20A; 120V 49" A.F.F. TO TOP OF DEVICE U.O.N. IX a�} XTURE TYPE.SURFACE MOUNTED LIGHT FIXTURE. UPPER CASE LETTER INDICATES FI FUSIBLE DISCONNECT SWITCH WITH SWITCH SIZE AND FUSE SIZE - 3POLE ' LOWER CASE LETTER INDICATES CONTROLLING SWITCH WHEREREQUIRED FOR 30 H=3 UNLESS OTHERWISE NOTED: ASTERISK INDICATES FUSES TO BE SIZED ACCORDING WIRING CLARITY: TOEQUIPMENT MANUFACTURERS RECOMMENDATIONS. NF =NON-FUSEp SAME AS ABOVE, WITH BATTERY BACKUP. :: `per ', COMBINATION MAGNETIC MOTOR STARTER: COORDINATE STARTER AND FUSE SIZING WITH MECHANICAL CONTRACTOR. � WALL MOUNTED LIGHTING FIXTURE LETTER INDICATES FIXTURE TYPE, SEE LIGHTING A FIXTURE SCHEDULE. PANELBOARD; SEE PANEL SCHEDULES. DESIGNATION LETTER SHOWN. �� SAME AS ABOVE, WITH BATTERY BACKUP. 59/UT ALCDE I I TELEVISION OUTLET, 15 TO BOTTOM OF UNIT WITH RG 0 DEVICES WITHIN UNIT HOME RUN S 0 , Q , T/ TO CABLE TV TERMINAL BOARD IS BY CABLE TV PROVIDER. SEE CABLE T.V. RISER DIAGRAM. INDUSTRIAL OR STRIP LIGHTING FIXTURE, LETTER INDICATES TYPE, SEE FIXTURE SCHEDULE. CODE. OJ JUNCTION BOX, 4"x2"x2" (FYP) UNLESS OTHERWISE NOTED OR REQUIRED BY SAME AS ABOVE, WITH BATTERY BACKUP. I i I I GROUND AS INDICATED LIGHT POLE, DOUBLE OR SINGLE. \ MOTORIZED EQUIPMENT AS NOTED; COORDINATE WITH SUPPLYING CONTRACTOR. 0-0 o 0 o MIRROR LIGHT �l3 100 CIRCUIT BREAKER, 3 POLE, 100 AMP FRAME, 70 AMP TRIP SHOWN. y ! 70 p I ® EXIT SIGN, SEE LIGHTING FIXTURE SCHEDULE. ALL WITH EMERGENCY BATTERY PACK AND CONNECTED DWELLING UNIT DOOR BELL AND CHIME WITH 12V TO 24V OPERATING TRANSFORMER AND WIRING. (BROAN POWER. TO EMERGENCY 0 ®� CBP SERIES OREQUAL). LOCATE TRANSFORMER IN CLOSET WHERE SHOWN ON PLANS. ' ' BATTERY POWERED EMERGENCY LIGHTING FIXTURE, CONNECTED TO EMERGENCY POWER. O FIRE ALARM SYSTEM CEILING MOUNTED SMOKE DETECTOR LIGHT. WIRE UNIT TO ILLUMINATE UPON FIRE DO NOT USE ELEVATOR INDICATION G 'rM NOTE: INSIDE RESIDENTIAL UNITS, SYMBOL DENOTES SMOKE DETECTOR, 120 VOLT OPERATED, WITH ALARM SYSTEM ACTIVATION. COORDINATE WIRING REQUIREMENTS WITH ELEVATOR AND FIRE ALARM BATTERY BACKUP, SINGLE STATION, WITH AUDIO-VISUAL AND COMMON ALARM WIRING. INSTALL PER CONTRACTOR. APPLICABLE CODES, LISTINGS AND MANUFACTURER'S REQUIREMENTS. ' PHOTOELECTRIC SENSOR. 0 FIRE ALARM PULL STATION O$ OCCUPANCY SENSOR. FIRE ALARM /VOICE EVAC SPEAKER/STROBE DEVICE HEAT DETECTOR, CEILING MOUNTED, 190 DEGREE, BUT BELOW SPRINKLER HEAD MELTING DUPLEX CONVENIENCE RECEPTACLE - 15 OR 20 AMP - 125 VOLT, LOCATE 18 INCHES TEMPERATURE. COORDINATE WITH FIRE PROTECTION CONTRACTOR. ABOVE FINISHED FLOOR TO BOTTOM OF DEVICE UNLESS OTHERWISE NOTED. rAIAJIll aWAY&M■LVANW A AMPERES KAIC (THOUSAND) AMPERE INTERRUPTING CAPACITY AT AIR CONDITIONING KVA KILOVOLT AMPERES AC ALTERNATING CURRENT KW KILOWATT AFF ABOVE FINISH FLOOR KCMIL (THOUSAND) CIRCULAR MILS AFG ABOVE FINISH GRADE LT LIGHTING AHU AIR HANDLING UNIT MLO MAIN LUG ONLY AWG AMERICAN WIRE GAUGE MTD MOUNTED C CONDUIT N NEUTRAL CH COUNTER HEIGHT NA NOT APPLICABLE CCNC CONCRETE N.C. NORMALLY CLOSED C U COPPER NEC NATIONAL ELECTRICAL CODE D15C DISCONNECT NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION ES DISCONNECT SWITCH NF NON -FUSED DWG DRAWING NFPA NATIONAL FIRE PROTECTION ASSOCIATION EC ELECTRICAL CONTACTOR NIC NOT IN CONTRACT ECB ENCLOSED CIRCUIT BREAKER nE NIGHT LIGHT EF EXHAUST FAN NTS NOT TO SALE ELEC ELECTRICAL PNL: PANELBOARD EM EMERGENCY PVC POLYVINYL CHLORIDE ENS ENERGY MANAGEMENT SYSTEM RCPT RECEPTACLE E)AT ELECTRICAL METALLIC TUBING RM ROOM EXIST EXISTING RGS RIGID GALVANIZED STEEL - FA FIRE ALARM RCPT RECEPTACLE FRCP FIRE ALARM CONTROL PANEL SEC SECURITY IFPL FLORIDA POWER AND LIGHT SF SUPPLY FAN 1; GROUND SPEC SPECIFICATION CFI GROUND FAULT INTERRUPTER TYP TYPICAL GAD GROUND TV TELEVISION G2C GALVANIZED RIGID CONDUIT UNV UNIVERSAL HIP HORSE POWER V VOLTS HVAC HEATING, VENTILATING AND AIR COND. W '' WIRE ILI JUNCTION WP WATERPROOF I FAP FIRE ALARM CONTROL PANEL GFI DUPLEX RECEPTACLE - 20 AMP - 125 VOLT, LOCATE 4 INCHES ABOVE CASEWORK BUT BELOW 44" TO TOP UNLESS OTHERWISE NOTED. l/ COMBINED CARBON MONOXIDE AND SMOKE DETECTOR, 120 VOLT OPERATED, WITH BATTERY BACKUP, - SINGLE STATION, WITH AUDIO-VISUAL AND COMMON ALARM WIRING. INSTALL PER APPLICABLE CODES, +24" DUPLEX CONVENIENCE RECEPTACLE - 15 OR 20 AMP - 125 VOLT, MOUNT AT HEIGHT ` LISTINGS AND MANUFACTURER'S REQUIREMENTS. INDICATED TO CENTER OF DEVICE. DUCT SMOKE DETECTOR FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE 15 OR 20 AMP - 125 VOLT. PROVIDE CARPET FLANGE AND BRASS COVERPLATE. DIMENSIONS TO WALL ARE SHOWN SPD SURGE PROTECTION DEVICE ADJACENT TO DEVICE. VERIFY WITH OWNER PRIOR TO ROUGH -IN. WP DUPLEX CONVENIENCE RECEPTACLE WITH WEATHERPROOF COVER, 20 AMP - 125 VOLTS, HEIGHT AS AT SERVICE SHUNT TRIP STATION NOTED. GFCI DUPLEX CONVENIENCE RECEPTACLE. 20 AMP - 125 VOLT, LOCALE 18" A.F.F i QUADRAPLEX RECEPTACLE, 15 OR 20A 125V AC, LOCATE 15" A.F.F. TO BOTTOM UNLESS OTHERWISE NOTED. TWO DUPLEX RECEPTACLES UNDER ONE TWO GANG COVER PLATE. SPLIT WIRED DUPLEX RECEPTACLE FOR LAMP AND APPLIANCE, WITH LOWER DEVICE SWITCHED AND UPPER DEVICE UNSWITCHED. MOUNT AT 15' A.F.F. TO BOTTOM OF DEVICE. I DRYER OUTLET, 24 VOLTS, SINGLE PHASE, 30 AMP: TELEPHONE OUTLET, LOCATE 18 INCHES ABOVE FINISHED FLOOR TO BOTTOM U.O.N. RUN 4 PAIR #24 - AWG, CAT 5 COMM CABLE TO ALL OUTLETS IN DWELLING. SEE TELEPHONE RISER DIAGRAM. INTERIOR LIGHTING POWER DENSITY - GARAGE MAHI-MAHI ENERGY USE VS. ALLOWANCE SUMMARY - FBC C405.5.2.2.2 NOTE: A ARTMENT OUTLETS SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS, ALLOWANCE LUMINARIES IN ACCORDANCE WITH FBC ACCESSIBILITY FAIR HOUSING AREA ALLOWED ALLOWED DESIGNED DESIGNED GIIIDELINES, REQUIREMENT 5 AREA (ftZ) (W/ftZ) ` WATTS # TYPE WATT WATTS (Wlft2) GARAGE 5,542 0.2 1,108 8 C4 21 168 0.0 LOBBY 43 1.1 47 1 G 13 13 0.3 STAIRS (2x) 224 0.7 157 4 SL 21 84 0.4 i TRASH ROOM 43 0.8 34 1 G 13 13 0:3 , GARAGE STOR. (12x) 600 0.8 480 12 G 13 156 0.3 VARIOUS 112 0.8 90 ' 2 G 13 26 0.2 TOTAL 6,564 0 3 1,917 460 0.1 INTERIOR LIGHTING) POWER DENSITY - GARAGE SAILFISH ENERGY USE VS. ALLOWANCE SUMMARY - FBC C405.5.2.2.2 ALLOWANCE LUMINARIES AREA AREA (ftZ) ALLOWED ALLOWED # TYPE WATT DESIGNED DESIGNED . (W/ftZ)' WATTS WATTS (W/ft') Gi\RAGE 3,854 02 771 6 C4 21 126 0.0 LOBBY 43 1.1 47 1. G 13 13 0.3 STAIRS(2x) 240 0 7 168 4 SL 21 84 0.4 TRASH ROOM 150 01 8 120 3 G 13 39 0.3 G/\RAGE STOR. (9x) 430 O.B 344 9 _ G 13 117 0.3 VARIOUS 158 0,8 126 3 G 13 39 0.2 TOTAL 4,875 0.3 1,577 418' 01 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522''Fax 321.633.4528 www.ddc-engineers.com dasilVa@c-en`a.davi ddineers.com g C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOV TV BER 82018 REVIEW SET ❑ PERMIT SET BID SET: ❑ CONSTRUCTION SET AS BUILT REVISIONS 'F W 0 U A � 0 U a CW1 PO JIEWED CGIMUCIE PI,AN�t" F m NTY ~ occ mommummumommm 0.4 �a W_ �ZEm Z 0 A.' U 04 d�1 L1J 1< 9-4 LaJ LL! _j SHEET NO.: J Q LLJ DRAWN: DP J CHECKED: MP LL.J APPROVED:MP Michael qPilo AEA, P14 EN Gt� 1 67 Copyright 0 2018, DDC Engkeqring, Inc. ELECTRICAL RICAL LEGEND END RECESSED LIGHTING FIXTURE. UPPER CASE LETTER INDICATES FIXTURE TYPE. LOWER CASE LETTER INDICATES CONTROLLING SWITCH WHERE REQUIRED FOR - WIRING CLARITY. $ SINGLE POLE SWITCH, 20A, 120V Ca 48" A.F.F. TO TOP OF DEVICE U.O.N. LOWER 0 CASE LETTER INDICATES FIXTURES TO BE SWITCHED WHERE REQUIRED FOR WIRING CLARITY; TYPICAL FOR ALL TYPES OF SWITCHES. ` aQ Q 5AME AS ABOVE, WITH BATTERY BACKUP. $3 THREE WAY WALL SWITCH, 20A, 120V Ca 48" A.F.F. TO TOP OF DEVICE U.O.N. A a ' RETYPE. SURFACE MOUNTED LIGHT FIXTURE. UPPER CASE LETTER INDICATES FIXTURE WIRIER CASE LETTER INDICATES CONTROLLING SWITCH WHERE REQUIRED FOR WIRING CLARITY. FUSIBLE DISCONNECT SWITCH WITH SWITCH SIZE AND FUSE SIZE 3 PO LE y=13 30 UNLESS OTHERWISE NOTED. ASTERISK INDICATES FUSES TO BE SIZED ACCORDING TO EQUIPMENT MANUFACTURERS RECOMMENDATIONS.. (NF - NON -FUSED) EXTERIOR LIGHTING POWER DENSITY ENERGY USE VS. ALLOWANCE SUMMARY - FBC C405.5.2.2 - ZONE: 2 ALLOWANCE DESIGN AREA LINEAR (ft) POWER (W/ft) AREA (ft2) POWER (W/ft2) TOTAL # TYP WATT . TOTAL 18 Xi 131 2,358 PARKING AREAS - 31,700 0,06 1,902 16 W2 9 144 MAIN ENTRANCE & 965 0.7 - - 676 61 ' W1 20 1,220 OTHER DOORS . ... ..... BASE ALLOWANCE - - - 600 t-7-- TOTAL 3,178 TOTAL 3,722 d ' SAME AS ABOVE, WITH BATTERY BACKUP. `ZI COMBINATION MAGNETIC MOTOR STARTER. COORDINATE STARTER AND FUSE SIZING WITH MECHANICAL CONTRACTOR. A' A LIGHTING FIXTURE LETTER INDICATES FIXTURE TYPE, SEE LIGHTING WALL MOUNTED H A G FIXTURE SCHEDULE. PANELBOARD; SEE PANEL SCHEDULES. DESIGNATION LETTER SHOWN:" WITHIN IT HOME RUN TELEVISION OUTLET, Ca +15 TO BOTTOM OF UNIT WITH RG-59/U TO ALL DEVICES WI IN UNIT; H INTERIOR - POWER DENSITY GARAGE - MAHI MAHI INTERIOR LIGHTING POWER - ESAILFISH DENSITY GARAGE CM - SAME AS ABOVE, WITH BATTERY BACKUP. TO CABLE TV TERMINAL BOARD IS BY CABLE TV PROVIDER. SEE CABLE T.V. RISER DIAGRAM. INDUSTRIAL OR STRIP LIGHTING FIXTURE, LETTER INDICATES ENERGY S S. ALLOWANCE SUMMARY - FBC C405.5.2.2.2 USE V ENERGY USE VS. ALLOWANCE SUMMARY - FBC C405.5.2.2.2 SEE FIXTURE SCHEDULE. TYPE, E J ❑ UNLESS OTHERWISE NOTED OR REQUIRED BY CODE. JUNCTION BOX, 4 x2 x2--{TYP) U S Q ALLOWANCE LUMINARIES ALLOWANCE LUMINARIES SAME AS ABOVE WITH BATTERY BACKUP. AM � I GROUND AS INDICATED AREA AREA ALLOWED ALLOWED DESIGNED DESIGNED DES GN # TYPE WATT AREA AREA ALLOWED ALLOWED i DESIGNED' DESIGNED # TYPE WATT (ft2) (W/ftZ) WATTS WATTS (W/ftZ) (fe) (W/ft2) WATTS WATTS (W/ftZ) .. MOTORIZED EQUIPMENT AS NOTED; COORDINATE WITH SUPPLYING CONTRACTOR. 5,542 0.2 1,108 8 C4 21 ` 168 0.0 GARAGE 3,854 0.2 771 6 C4 21 126 0.0 Lam"❑ LIGHT POLE, DOUBLE OR SINGLE. GARAGE I d LOBBY 43 1.1 47 1 G 13 13 03 LOBBY 43 1.1 47 1 G 13 13 0.3 e e s } 100 /3 CIRCUIT BREAKER 3 POLE 100 AMP FRAME, 70 AMP TRIP SHOWN. STAIRS (?z) 224 0.7 157 4SL 21' 84 0.4 STAIRS.(Zx) 240; 0.7 168 4 SL ; 21 84 0.4 `MIRROR LIGHT. 70 TRASH ROOM 43 0.8 34 1- G < 13 13 0.3 TRASH ROOM 150 0.8 120 3 G 13 39 0.3 E EMERGENCY B ATTERY PAC CONNECTED AND CO LE. ALL WITH M EXIT SIGN SEE LIGHTING FIXTURE SCHEDULE. TRANSFORMER D )RING. BROAN OPERATING SF RMER AN W D CHIME WITH 12V TO 24V 0 0 DWELLING UNIT DOORBELL AN ( __-_ _._ _. GARAGE STOR.(12x) 600 - 0.8` 480 - _ __ _._ - _T- _ 12 G- 13' _--- _-- 156 =0.3 GARAGEST R 9x 0_.{ ) 430' -0�8 344 9 'G � 13 117 - tl .3 T TO EMERGENCY POWER. [�I H WN O LA ET WHERE S 0 N PLANS. TRANSFORMER IN CLOSET CBP SERIES OR EQUAL). LOCATE S - _ - ` _ _.:_- 13 _ .: - - 26 0.2 --- P VARIOUS - -- 158 _ 0:8 126 - - 3 G 13 39 - 0.2 VARIOUS 112 0.8 90 2 G e � u EMERGENCY POWER. CONNECTED TO EM BATTER POWERED EMERGENCY FIXTURE CONNE Y TOTAL 6,564 ' 0.3 _ 1917 , 460 0.1 TOTAL 4 875 0 1 577 .3 , 418 0.1 S 0 FIRE ALARM SYSTEM CEILING MOUNTED SMOKE DETECTOR. �� • LIGHT. WIRE UNIT TO ILLUMINATE UPON FIRE DO NOT USE INDICATION L R 120 LTOPERATED, WITH ITS SYMBOL DENOTES SMOKE DETECTO VO NOTE. INSIDE RESIDENTIAL UN , SYSTEM ACT)VTIO WITH ELEVATOR FIRE ALARM G INSTALL PER BATTERY BACKUP SINGLE STATION WITH AUDIOVISUAL AND COMMON N ALARM WIRING. ' .000RDINATEWIRINGREQUREENTALARM CONTRACTOR. APPLICABLE CODES, LISTINGS AND MANUFACTURER'S REQUIREMENTS. PHOTOELECTRIC SENSOR. © FIRE ALARM PULL STATION-". FIRE ALARM /VOICE EVAC SPEAKER/STROBE DEVICE ABBREVIATIONS OCCUPANCY SENSOR. �I HEAT DETECTOR, CEILING MOUNTED, 190 DEGREE, BUT BELOW SPRINKLER HEAD MELTING A AMPERES KAIC (THOUSAND) AMPERE INTERRUPTING CAPACITY DUPLEX CONVENIENCE RECEPTACLE 15 OR 20 AMP 125 VOLT,: LOCATE 18 INCHES TEMPERATURE.. COORDINATE WITH FIRE PROTECTION CONTRA A/C AIR CONDITIONING - KVA KILOVOLT AMPERES i ABOVE FINISHED FLOOR TO BOTTOM OF DEVICE UNLESS OTHERWISE NOTED. FIRE ALARM CONTROL PANEL AC ALTERNATING CURRENT KW KILOWATT GFI DUPLEX RECEPTACLE 20 AMP 125 VOLT, LOCATE 4 INCHES D NOTED. AFF ABOVE FINISH FLOOR KCMIL (THOUSAND) `CIRCULAR MILS ABOVE CASEWORK BUT BELOW 44 TO TO UNLESS OTHERWISE / ® COMBINED CARBON MONOXIDE AND SMOKE DETECTOR, 120 VOLT OPERATED WITH BATTERY BACKUP, GRADE LT LIGHTING _ E APPLICABLE CODES AND COMMON ALARM WIRING. PER , SINGLE STATION WITH AUDIO-VISUAL A AF - G ABOVE FINISH - ` _ _- MOUNT AT HEIGHT CONVENIENCE RECEPTACLE 15 OR 20 AMP. 125 VOLT, 0 DUPLEX N ' REQUIREMENTS. MANUFACTURER'S S AND MANUFACT E LISTING Q AHU '' AIR HANDLING UNIT. I M LO MAIN LUG ONLY +24 INDICATED TO CENTER OF DEVICE: DUCT SMOKE DETECTOR - AWG AMERICAN WIRE GAUGE _ ' `MTD MOUNTED ' FLUSHMOUNTED DUPLEX RECEPTACLE 15 OR ZO AMP 125 VOLT.. PROVIDE : C CONDUIT _ _ER . _, N NEUTRAL :CARPET: FLANGE AN D BRASS COVERPLATE: DIMENSIONS TO ALL ARE SHOWN SP p ❑ ION DEVICE .SURGE PROTECT D CH COUNTER HEIGHT NA NOT APPLICABLE r ADJACENT TO DEVICE: VERIFY WITH OWNER PRIOR TO ROUGH IN. , COVER 20 AMP 125 VOLTS AS' S T SERVICE SHUNT TRIP STATION CONC - CONCRETE N.C. NORMALLY CLOSED WP DUPLEX CONVENIENCE RECEPTACLE WITH WEATHERPROOF , , CU ' COPPER NEC NATIONAL ELECTRICAL CODE NOTED. DISC DISCONNECT NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION GFCI DUPLEX CONVENIENCE RECEPTACLE. 20 AMP - 125 VOLT, LOCATE 18" A.F.F DS DISCONNECT SWITCH NF NON -FUSED DWG DRAWING NFPA NATIONAL RRE PROTECTION ASSOCIATION QUADRAPLEX RECEPTACLE, 15 OR 20A 125V AC, LOCATE 15 A.F.F. TO BOTTOM UN LESS OTHERWISE' EC - ELECTRICAL CONTACTOR NIC NOT IN CONTRACT NOTED. TWO DUPLEX RECEPTACLES UNDER ONE TWO GANG COVER PLATE. ECB ENCLOSED CIRCUIT BREAKER nl NIGHT LIGHT EF EXHAUST FAN NTS NOT TO SALE D AND` WITH LOWER DEVICE SWITCHED C FOR LAMP AND APPLIANCE W SPLIT WIRED DUPLEX RECEPTACLE > „ PANELBOARD ELEC - ELECTRICAL PNL 'UPPER DEVICE UNSWITC HED: MOUNT AT 15 A.F-F. TO BOTTOM OF DEVICE. , EM EMERGENCY PVC POLYVINYL CHLORIDE EMS ENERGY MANAGEMENT SYSTEM' RCPT RECEPTACLE SINGLE PHASEp , -DRYER OUTLET 24 VOLTS,, EMT - ELECTRICAL METALLIC TUBING RM ROOM TELEPHONE OUTLET,LOCATE 18 INCHES ABOVE FINISHED FLOOR TO BOTTOM U.O.N. RUN 4 PAIR #24 EXIST '' - .EXISTING R GS RIGID GALVANIZED STEEL N D S FIRE ALARM "AWG :CAT 5 COMM CABLE TO ALL OUTLETS IN DWELLING. SEE TELEPHONE RISER DIAGRAM. FA RCPT :RECEPTACLE FACP FIRE ALARM CONTROL PANEL SEC SECURITY / FPL ' FLORIDA POWER AND LIGHT ;; SF SUPPLY FAN _- - ._ G GROUND _ SPEC SPECIFICATION i NOTE: APARTMENT OUTL S SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS ;i GFI - GROUND FAULT INTERRUPTER TYP TYPICAL IN ACCORDANCE ITH FBC ACCESSIBILITY FAIR HOUSING' P LIGHTING SCHEDULE - APARTMENTS MAX HEIGHT MARK DESCRIPTION TYPE POWER MOUNTING VOLT REMARKS (WATT) (aprox.) F R ESSED CAN, ROUND 61. LED 13 9' CEILING 120 RECESSED CEILING ET LOCATION Ft RECESSED CAN, ROUND 6" LED 13 9' 120 FOR W 0 RECESSED LIGHTING SCHE[ MAX MARK DESCRIPTION TYPE POWER (WATT) W EXTERIOR COMPACT WALL LED 30 MOUNTED X EXTERIOR POLE (PHILIPS) LED 50 LIGHTING SCHEDULE - COMMON AREAS MAX `HEIGHT MARK DESCRIPTION TYPE POWER (WATT) (aprox.) MOUNTING VOLT REMARKS G ROUND 6" LED 13 9' CEILING 120 SURFACE: - - 1X4 SURFACE MOUNTED CEILING C2 LED 21 .9 WRAPAROUND SURFACE 120 CEILING ' C4 1X4 GASKETED SURFACE LED 21 9 CEILING 120 W/ BATTER y BACKUP G R ESSED CAN, ROUND 4 LED 7 9 RECESSEDMOUNTED : 120 DUST RESISTANT SURFACE , GI R ESSED CAN ROUND 4" LED 7 9' CEILING 120 FOR WET LOCATION SL 1X4 LINEAR ' LED 21 9 CEILING SURFACE 120 W! BATTERY BACKUP RECESSED � - - - - J S RFACE LIGHT, ROUND 6" LED 13 9' CEILING 120 EL ELEVATOR PIT LIGHT LED 15 WALL ' 120 SURFACE P U DERCABINET LED 15 - UNDER 120 EM EMERGENCY LIGHT LED 9 WALL 120 , .:CABINET W P TIO LED 26 7' WALL 120 EX EXIT LIGHT LED WALL 120 R. DO NO EXCEED NOTE: FIXTURE MANUFACTURER AND MODELS SHALL BE SELECTED BY OWNER. I +; 7 WATTAGES SHOWN FOR EACH FIXTURE 4083 South U.S. Highway 1, Ste, 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddc-engineers.com C.O.A.`. 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 1312018 REVIEW SET PERMIT SET BID SET El CONSTRUCTION SET ❑ AS BUILT REVISIONS o_ W w A H Q z it METER CENTER MCM _ - I I 11114 r>'.F-'+-�.Ylri wse Iw'umnu+s[�ivit. _ + uiw .✓ r i x 1iai, ..N,� ..: ixw. xca .4:,:„ r - ..I .l : { i i' :: _. 7 1 <.,. '�} W.'m �. wr .=,nlf _M ,s,rhnJu, �� luresudrr.+m� rm{r Onrasx,m rl¢,rr r... ,u.my r I f� J ,.,i, .....� k PII v71 I.v 14t�F+',. t.r 4+'r rntl.lF` FN93,NWY VrLWYMTM.1%M1ltET.'GRi �p � I{[., q. ___�, �.I - ,• �jlIII i J Bt III' fr. I I d I - NVI ii 1 ?: r y - ! ' 1f ��.✓ -_ ryl �- '. .I 1 I :I I � i� 1"` ' i i II. T r—, r imucri`� rtt. t .'p1 �..� i _ .._.kumn�uru�uflnwum �"iI , j ., "rF �.:. jjj-_. 4- ":. ;I,. '. a r -_ z r . y ._t .,:'.it IC .,� I �_ L.� --.�`� '1 - �;.-as'' + k1 .:' -�� ll�f �it .;. /I r:,•`�I a. `�r ; ,,�..�ae-••U^'"'.�-" � L �lgj'�•� �''-z;:, Il :p,;:. —. --� ri_Ir tr >I . ,1 s./.,._.� ., `��:�q- r { '•.�F [Jr.. ', ,: ',. .. - -� a t =al i sa�rf ,Ir ' L l - = 1._. PANEL ��- 1 - I r -Yv )1 I 4!';� '_.✓ E ,,fi'; �n .. tV;T `4i`fr a I `:.'"N.3� � B O B B p,, ..,C. (fl (TYP);', 0 $-20 0 OS-20 __" 1 \ m,. !_.y l S-20 S-2o n _ r� �` ( ) �: — T // �r�� r II, 1 yV ( O �O P O O O V W I` wl F.. W �[ W \^(TYP)1 Bo B -20 Bo B -20 B20 SO M 26 M 26 1/ PANEL M I rwG' I: 1 a / M-26 M-26 c. a _. -_ r �� ..E g (TYP) W 3 W[ S ) i O S ZO S 20 S-2o 4 m ,. 5-20 5-20 -XI j I X METER CENTER MCS 1 i ( M 6 C M 26 1 i I B I �\ 1(� S /, I a 6 g0 BO 6 (�P) O S 20 1 lA \ \ i 1 / / ' % M 26 M-26 BO M-26 -X O520 S20 X� 1 XX � Xa XX I 5-20 1 5-20 5-20`� 4 M-26 / B 1� O B \ (TYP) / / 4 (TYP) i M-26 O S-20 1 3 2\ /' 2 I �J BO I / I M-26 O S-20 / - B 1 / I M-26 LIB / 1 HANDHOLE TO NEXT HANDHOLE SPLICE, USE WEATHER- PROOFED SPLIT BOLTS LIGHT POLE DETAIL POLE MOUNTED LIGHT FIXTURE TYPE X (ONE FIXTURE OR TWO FIXTURES W/ BULLHORN) CONCRETE POLE, TAPERED, IT MOUNTING HEIGHT. HANDHOLES LOCATED 18" BELOW GRADE AND 24" ABOVE GRADE, W/ ASTM-B240 COVERS AND STAINLESS STEEL FASTENERS. PROVIDE WITH #4 COPPER PIG TAIL FOR ELECTRICAL GROUNDING 12' GROUND ROD, COPPER CLAD STEEL, 5/8•'Dx10'. EXOTHERMICALLY WELD POLE GROUND WIRE NOTE: POLE AND FIXTURE AS AN ASSEMBLY SHALL MEET THE WIND LOADING REQUIREMENTS OF STATE CODE (F.B.C. BUILDING, CHAPTER 16, SECTION 1620), LOCAL CODES AND ORDINANCES, AND ASCE 7-10 (CHAPTERS 26 THROUGH 31), FOR 140 MPH HOUR WIND, CATEGORY 1, EXPOSURE C. PROSPECTIVE LIGHTING SUPPLIER SHALL SUBMIT CERTIFIED DATA OF COMPLIANCE. x BACKFILL WITH CRUSHED STONE AND PORTLAND CEMENT MIX. HOLE SHALL BE 20" IN DIAMETER. q ELECTRICAL SITE PLAN! 1 / 16" = 1' 0" PLAN NOTES O PROPOSED LOCATION OF NEW FPL PAD -MOUNTED TRANSFORMER. COORDINATE EXACT LOCATION AND PAD REQUIREMENT WITH FPL O UNDERGROUND CONDUITS FOR ELECTRICAL SERVICE. DIRECT BURIED SCHEDULE 40 PVC CONDUIT WITH 24" COVER MINIMUM (SEE RISER FOR QTY). 3O UNDERGROUND CONDUITS FOR DATA/ PHONE /CATV. DIRECT BURIED SCHEDULE 40 PVC CONDUIT WITH 24" COVER MINIMUM (2 X 3' CONDUITS). EXACT CONNECTION/TERMINATION POINT TO BE COORDINATED WITH UTILITY CO. .4D POLE MOUNTED LIGHT FIXTURE, TYP, SEE E-201 AND E-202 FOR TYPE AND ORIENTATION. FEEDERS SHALL BE 5O WALL MOUNTED LIGHT FIXTURE, TYP, SEE E-201 AND E-202 FOR TYPE AND ORIENTATION. O BOLLARD LIGHT FIXTURE, TYP, SEE E-201 AND E-202 FOR TYPE AND ORIENTATION. FEEDERS SHALL BE INSTALLED UNDERGROUND IN SCHEDULE 40 PVC WITH 24" COVER MINIMUM. GENERAL NOTES 1. ALL tx I eroUR LI(UH I S SHALL BE CONTROLLED WITH PHOTOCELLS. PHOTOCELL CONTROL SHALL BE BY A SINGLE PHOTOCELL PER CIRCUIT CONTROLLED. 2. ALL EXTERIOR LIGHTS SHALL BE ON BATTERY BACKUP POWER. CONTRACTOR SHALL PROVIDE A 500 WATT INVERTER FOR CIRCUITS M-18 AND S-18 (2 EA) 3. COORDINATE INSTALLATION OF PRIMARY CONDUITS WITH FPL. 4083 South U.S. Highway 1, Ste. 101 Rockledge; Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www. ddc-engineers. com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS DATE NOVEMBER 8, 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS H 'w 0 I c� w w is A OIU) iw �Ix 0 A w o,REV1EWED FOF DE COMPLIAI' r,, " . LUCIE COUN�''V' z I�ii 4 < - U � a � Z z W a A O� Z O > �+ ®Aaxo 1F�j U Fi WEW W W�aA 11-4 1■•1 d W SHEET NO.: J Q E-200 U DRAWN: DP W CHECKED: MP —1 APPROVED:MP L LI Michael Pilo 50067 ,r\tl(nlrrri,. 41.•' ENSF'.O ii 1 0 I F S�ONA�\`` 111111111t\` eopyr^'"! 9018, DDC Fn. m-ering, Inn. i y 1 r i d 'd J s Y r� 1 / C i f =- 4 POLE MOUNTEDlIGNT FIXTURE, TYP, SEE E-201 FOR TYPE AND ORIENTATION. FEEDERS SHALL BE INSTALLED .:. �- 11 � I I�.I I -I. I r... ..I - "I imnppf.Rf711 n im rrwrnIII F An D\/P WIYU 4A^ fnWC0 WK11UluI .. 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Y 0 _. 0.0. 00 0.0 0.0 0.0 D.0 0.0 0.0. -t + + + + 0:D-U0-0.0�q-DO.ir'0:0-'.'Ul)--0.0...-0 -. + + • + + + + _9O:q-D-0-0:0-,�0"Q_"0:0 :0:0-0:0 _ � . + + �1 B:B 0.0 0. 0 0.0. 0.0. 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 : 0:0.. 0 + 0.0 0,0 0.0 00 0.0 00 q0<: 0.00 + +:I + + 0.0 } .0 m 0.0 0,0 0.0 0. + : + 0.0 + 0.0 + 0.0 +0.0 +0.0 + + 0.0 0.0 0.0. 0.0 ,0.0.0:0 0.0 0.0 -0.0: + -' + + r + + + + + � -00 0.0-.-0.0 0.0 b.0.'0-0 0.0: 0.0 00 D.O `-:0.0 0.0- 0.0 0.0 'pp b + + + + + .. o.o o.o tl.a o.o o.o tl.o 0.0 0.0 o.D o.o D a o.o o.o o.q o.a o.D tl.q o.D o.a tl.tl � I C i d t-4 tM�. A 1 14 PHOTOMETRIC PLAN `� GENERAL NOTES zo H 1. SEE E-202 FOR LIGHTING FIXTURE SPECIFICATIONS AND SCHEDULES. O U W 2. FIXTURES SHALL BE ORIENTED AS INDICATED IN DRAWING. � � 3. FIXTURE MODEL SUBSTITUTION SHALL NOT BE ALLOWED: I aw F F C) III I 1 QZ V I O- U SHEET NO.: -2 1 I -- DRAWN: DP CHECKED: MP d APPROVED: MP Michael Pilo 50067 I O 00 IL F. FLOR0.• '%,/7SS/ONA� ` Cot2018, DDC En •I PY+1Bh pneeein8; t?€S• �, 4 f i 1 r f r L t I_ r-I ----_ -- Statistics IDescription FIXTURE TYPE W FIXTURE TyEEX z _ Avg : Maz I Min I MaxlMin Avg/Min Park lot general 11.4 fc 110.5fC 10.Ofc I N/A N/A { G D-Series Size 0 italag'smfi" �REBELL vl`a ry iT As-'i' {'y� 1I^� p rip �+ R h C H I T. F C i J R L Amber beir Series 4 L I J N T I N O �' LED Area Luminaire Al 45" z sn"'1 d-I,, �iype �Ha,rmhtorrmo F,Smrxj K"lI' la[xz iq,f, 10' A % N .. HFNIXY •1 ea "� Introduction »'= d°series j i .. .I - .. a' a� o The modern st tin of the D-Series is striking styling 9 � r yet unobtrusive - making a bold, progressive Specifications _ statement even as it blends seamlessly with a,. EPA, 0.95 ftz / its environment. The D Series distills the benefits l-. .. , _ ._ of the latest In LED technology into a high Len th.:: 26 9Y 9 9 gsaaJry performance, high efficacy; Gong-life1uminaire. The ' . _ :.a6.5" Width13 outstanding Photometric erformanceresults in paom,l sites with excellent uniformity, greater pole spacing Height,: 3" ' L and lower power It is ideal for replacingg u " P density. P 7 _ to 40OW metal halide with typical energy savings Height,, H d ,.... ozecmj - = of 70%and expected life of over: P Weight 16 Hod 100000 ours. _ h ,. (max): Otsligl lw :? 9 Sin le Double <` 1 z LED module: 2 x LED module Turtle Friendly _.... ;.. Tessera LE 3151 Bollard EXTERIOR MODEL LED MODULE -VOLT COLOR TEMPERATURE DISTRIBUTIONR OPTIONS COLOR: -3151 ';1x10L fowisttsr' 120' AM amber LED FL 30°flood C u o V cut tf visor WT wlri-e (ordure. • e fu85rtEXAMPLE. DSXO LED P4 AMBLW,T3M MVOLT SPA DDBXD M 208 5l5tn5nnmdl a PC phofocanfrol BT Mark texture wait :„, :.. ,, ..., -" . , 3 N� s' TN (even mount SM sAv vmetalAc ''- 2x10L 2z 10'�`.attS 277 ,., BCS base cover AN slur bourn natural.'. 2 x 887)rumens' v CF`:. ravr ror :f r 2x7L 2 7.3 tts' P a o BZ brarrze ® x w 172"coridml feed 2 x 633.,Nmens r GM urlmetal DSXO LED Forward optic AMBCW Limited Ti5 Typelshort TSS TypeVshort MytlLTs+ Shipped included 9 WS whee satin ' Wavelength + PI P4 - T25 Type short > TSM: T eVmedium 120 SPA Scare pole mounting Ambed YP - YP 9 P. :. BM tifark atte. o m P2 PS. T2M Type it medium TSW TypeV wide 208 RPA ' Bound polemounnng. i AMBPCPhosphor Phos hor - T3S TYPeIllshort BLC Backli h.tcontrol 240+ WBA Wall bracket 1. RAL s e--rfY noP3 Pfi converted Rotated otics Amber T3M .iyp-e Ill medium L((0 leheomer cutoff2771 SPUMBA Squarepold universal mounting ada ptor .5 P101 P121 T4M TYPeNmedlum A[CO Right corner cutoff 3471 RPUMBA Round poleuniversal mounting adaptor Pill TFTM Forward throw medium 480+ Shipped separately T5VS Typeilveryshort WAR DDBXDU Man arm mounting bracket adaptor. s : Pe ciNfinish ` ) Standard confi uraUon unless otharwrsaspecified Nom riot LED Power 9r Source lumens :SAMPLE CATALOG NUMBER: 315 1 1 R 1 x OL-AM.-12 -FL-W 0 T Usingthis catalo number would order i single head model 3151 bollard luminaire with ` t 9 9 a 0 Watt amber LED module, flood optic, wired to 120 volts, painted white .texture polyester powder coat H n -1 min Shipped installed DDBXD arkbr Shipped installed PIR ' i h/low mobo /ambentsensor8 5 mou D ooze PP 9 9 PP NLTAIR2 mightAlAgeneration 2enabled 'a i height ambientsensorenableda[Sfc LO HIS House side shield 15 DBBXD Black CONSTRUCTION : MOUNTING:. OPTICAL PROTECTION R w nun PI H W h>lo mmldnlamblemsensor 530'mou 9 + 9 9 PIRHN Network ul h low moron/ambien[sensor SF Single (use 120 277 347V DNAXD Natural alummu / I ( I m , 9 I:I) 9 Might ambient atSFc. Materials t Mete Ia s 9 The 3151LEDs re The 3151E series is designed to ED molded t n s t uses a The 3151 locations LED sere is listed for use i 9 PER NEMAtwas4lock receptacle only (conirol ordered separate)" I _ DF Double fuse (2(18, 240, 480V)" DWH%D` White : All aluminum construction stainless - PIRifOV HI hllow molloNambremsenior 8 15 moumm mount [o a concrete base b others). recision mottled lens to direct the m wet locations to U. and CS y.. 9 9. (Y ). P A 0.H ,5 L ' 90 : steel tamper resistantare' ` � PER .Five in receptacle only contra orderedse orate height, i s ' rn I at l Leffrotateda ua DBBT%b iexNred tlarkbronre: Anchor bolts: light t S p p y 1 I separate) - he g. , bent enso enabled silo ft p P provided m hot g t with a flood The Standards. L70.(mm mum) >50,000> , : silico ne a lens dipped alvamzed finish for new lummave comes standard n wuh hours. IP65 sled i 9 A h r PP 9r optical PERT Sev n inr tale only (leads exit comrol ordered in R 0 I [ otatedo na DBLB%D Textured biasP e ere e ( PIRH1FC3v H hllovrmouon/ambiemsensor15-30 mourn k P P Y ro 9 9 P + In In a t construction build. For tic r hone comb louver.. 0 optional retrofit compartment. separate) het ambientsensorenabledati@ P Y P height, DDL Diffuseddro lens DNATXD iexNnd nmu I i m P 'Electrical Com orients P bands no and banchor bolts a is would be i ,a DMG 0-10V dimmin extend out back oFhounn (or external control I aluminum FAO hedad adjustable ut 9 1 �p Shipped separately "Constant current driver 0 e 35 mA or provided PP P Y ov ded and bollard can b m p e Quoted gg 1. contra oNeredse rate i E / l l Pa F u DWHGXD Textured While Om 3 °C st din r \ C I BS Brrd spikes g p ature. with hilb type fasteners Chilli anchors V ,� y and hardware b others Base late ` fG5 Extemalglareshield'+ 25 A, 0 a tern a is welded to bollard shaftBase cover is offered as an option. Tenon mount P 3 is offered as anoption forc I n r concealed - 1, i.. mounting . m g hardware. J _--'bSXOtEDAMBERVA - c/iHVIVrA', Onetbon UiaWay • Carriers, Georgia G30012 • Phone: 80D7057378 • wwwhm thoacom COMMERCIAL OUTDOOR .Rev. 08/22/19 ^. Wildlife Lighting-, serve-: t%�raiiitr}c 020112019AaltyBrandsUghtrig,Inc Alinghpta d Page sof9 CertificetioFlNumber2018040 :wwwrebellellgMirg cum ' 0201BREBELLE Allrghtereserved R18 Specifications subject W change without hours Date: - Approve.fl: I Kill TIrIG f12 'n Type: FCW10 FIXtf11C: Project:. yr FCW1037 Architectural dome design, Directional Wall fixture is a functional IP65 rated down hgM. Conosion resistant, die-cast aluminum construction, this fixture provides ample illumination for damp, dry or wet areas. Find this light in with wildlife rated amber color temperatures for environments that require this specification. T PRO - , k" 11T R7 t {9 A F 4 1 1 ' �� ° k Yu 7' l�Hk. °�,�. �,li. -. 4'r.SrRu�:1`a s ��r'TS'�'.x;"Yk.v � Main,p .. .a...,, ,. _... ° .'s,. ?�°t�rsF :a?� U'w , .3L*y�tw 'Lh„ 1Lm } 311 s , �"°., M'.yyy'F ''s::[�$ry`�.:' -fy. @ rtS.Ya .,, lengths/dimensions r Lxuxu I fixture:18.4" W x 9.2' H x 9.2" D beam spread Spot I. Narrow Flood .Flood Wide Flood weight 101bs housing marine grade, corrosion resistant heavy gauge aluminum um dens Impact resistant clear, tempered la s. mounting -d_ mounts directly to standard junction box;masonry appIrcafi. or:s: We four (4) 0.25" x 0:75,,s. crews With lead anchors (fasteners not Included, j-box by others) Ingress protection g p IP65: d d dry, amp or wet locations with extruded sit gasket to seal out contaminants finis h - six stage chemical Iran phosphate - 9 p p e substrate pre-treatment process for a UV stable, super durable standard polyester powder coat color temperature p 2700K 3000K �3500K p 4000K I ` lumen output p 10001m 15 � OO lm 20001m 25001m 31501m (In 4000K only) lifetime > 70,000 hours / 130 or better dolor Consistency ., Step 3 McAdams Ellipse / standard. CRI 2t 85 0pL on al. CRI290 CRI ' temperature operating: -13°F to 104°F (2 ° Ctod °C) start_u :- 1 °Fto104°P(-25°Cto40nC storage: 40°Fto 1760F -40°Cto80° junction temperature 73°C @ 1� 25° c warranty 5 year limited ded warranty (refer r towebs'd e for details =g: l input voltage universal 120-277VAC I optional: 347VAC(integral) power supply Integral Class II, electronic, high power factor >94% @120V certifications ETUcETL Listed, CEC Title 24 JA8 compliant (only 90CRI qualifies) standards I UL1598/CSA C22 2 N 0 250 0 UI 8750/C SA C22.2 No 250 - 13/IES LM 79/LM 80 power consumption P 07 33W @ 120V 27 u maximum dimming interface standard: 0-10V (1 ) t optional: E LV(1 20U onlYlDMX (1 rite rat /DAU((integral) ) Expanded Disclaimer: Due to coin' ded D unrous tlevelo malt and improvements P p is edfica6onsaresa e W sp M to charge wi8wul ncuce. Lighting M nk TO end Solid Site Luminairesiss 9 n9ewes the right to change g lab test tletbils or sxcifca- tons I Product o swihout undue. use crudes agreement Solid Glate Luminak m n ag os terms and mnd'tlons FCW & FCWS Series faWms are ergkieered and produced in our IIMwrs manufacturing faality. ' . Specification p tltn Shea L I G H TIn C, a US Commercial Lighting htin Manufacturer , anu acturer Since i 2 z{+t3* 9 9 98 1�,' JS Rev. 1/25/2019 FIXTURE TYPE X FIXTURE TYPE B FIXTURE TYPE W LIGHTING FIXTURE SCHEDULE - EXTERIOR REFERENCE MANUFACTURER .LAMP FLORIDA FISH & WILDLIFE CERTIFICATION NUMBER MARK DESCRIPTION AND PART NUMBER QUAN. MOUNTING HEIGHT TYPE WATTS VOLTS LUMENS FIXTURE LAMP Wall Luminaire FC LIGHTING '/ FCW 1037A 10 AMBER LED 33 120 2050 WALL 8' AFF 2018-049 (included)' Limited Wavelength Amber Type Directional X Area Luminaire LITHONIA / DSXO LED P1 AMBLW T5M EGS 10 AMBER LED ' 28 5 120 1229 POLE 12 ' AFF 2018-047 (included) Limited Wavelength Amber Type;' T3M Distribution with External Glare Shield B Bollard Luminaire REBEL LIGHTING / TESSERA 3151 1X10L 21 AMBER LED 10 120 887 BOLLARD 4' AFF 2018-040 (included) Limited Wavelength Amber Type Path Lighting 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasflva.david@dde-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: i DATE NOVEMBER 8, 203 REVIEW SET , PERMIT SET BID SET ° CONSTRUCTIONSET L I AS BUILT P I I REVISIONS i i it W 0 O U I i W a A A zz 6 z 0 x ` R V w ED FOR i i i C O MP L IA►N , T. , E Ci OU Irt i CC cD O U 0.4 � IIa IH Z W a ads 0 > -.4 U ®W Z 0 aUW Ii� U 0 Z) 0 z I:) W a _ W Z U � x U F- LJ SHEET NO.: J E-202 0 LIJ DRAWN: DP E— CHECKED: MP X APPROVED: MP LLJ Michael Pilo' P�� 777Ti \G \CENSE O /may 0. 67 D. LLi 41 it It Cur •.'.r" 'j8 DDCFnpjyr,fi r�r= , KEYED N, A!1\�lCn CYl \� I.1 f I 1 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321,633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 812018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT Fj REVISIONS j, I �L I i III fI I I; I o U w � III Q REVIEWED FOR F )DE COMPLIANCE . LUCIE C:OUNTXI 0 Lmmd o� r r a w A ^ z 1>4 l ; U i W r P� z 6/1 r z s v v W SHEET NO.: J W E-400 DRAWN: DP CHECKED:MP APPROVEDMP Michael Pilo 50067 Gk� L A($p 50 Yi— U! O F ATE 1 SION • 11 O.• DqR L Ci i �S I i �I LL EXTE 1 P 1 I i f 4o 19 �'fill III111 \ J IF,,..R ME Em mm METER CENTER, MCS 2#12, 1#12 G,3/4" C 120/208V, 8 O POWER COMPANY 3Ph-4W, 600 A TRANSFORMER 120/208 MCB, WITH VOLT SERVICE. ; SHUNT TRIP e O 225 KVA, 3.5% Z (EST.) 22,000 AIC FAULT: 17,845 AMPS TO BE UPDATED WITH FPL BO M FAULT CURRENT LETTER N 2#12, 1#12 G, 3/4" C ME METER CENTER, MCM 120/208V,` 3Ph-4W, 600 A MCB, WITH SHUNT TRIP 22,000 AIC N METER CENTER, MCM 120/208V,` 3Ph-4W, 600 A MCB, WITH SHUNT TRIP 22,000 AIC N OB +4 08 oa � Oe Oe PANEL M 12 A �• •• 225 A MCB 0/208V, 3PH, 4W 225 A MCM a WITH SHUNT TR'P AFC: 12,156 A AFC: 12,210 A WITH SHUNT TRIP F° MAIN BREAKER 22,000 AIC MAIN BREAKER 22,000 AIC Nq O Z (4 #500 At, 4" C) 2x (4 #50(I Al, 4" C); N o U AFC: 4,302A AFC: 9,181 A ge+ a LL r1 CA F 4 #300 AlCD , 3" C 4 #300 Al, 3" C i 1 p� gF� *� 1#3/0 COPPER I I ' ACCFSSIRI F INTFR4YCTF'M TERMINATION - I. I ' ACCESSIBLE INTERSYSTEM TERMINATION .. _ NOTES 4 ELEVATORS RECALL F TE ELE SHALL ACTIVATE TI OF ELEVATOR LOBBY NEAT OR SMOKE DETECTORSH 1. ACTIVA ON'i r IESYSTEM OPERATION. ELEVATOR SHAFT AND 1066Y SMOKE,DETECTORS SHALL BE UPERVSED BY THE FIR I: K I0 ?, CONTROL SYSTEM. � m ALARM S( DEVICES. XIMITY ) STATION AND STATUS LIGHT IN CLOSE PRO;z 44 2 PROVIDE DUCT DETECTOR REMOTE TEST 5 N . '. ROOF ` ROOF I, x„ (i 3. AFIRE ALARM INITIATION SHA LL SHUTDOWN ALL AIR HANDLING UNITS IN GENERAL COMMON AREAS OF >l (ELEVATORLOBBYSM KE.DETECTOR): dt... ..... w THE RESPECTIVE BUILDING. 0 fi T LENGAGE A CERTIFIED ALARM CONTRACTOR F T CONTRACTOR R OR 4. ,THIS LAYOUT INDICATES INTENT. C ;y . SYSTEM AND INTERFACE WITH FIRE :SUPPRESSION SYSTEM AND UNITA UNIT UNIT UNITD UNIT E _,,... ;;. DETAILED DESIGN OF FIRE SYS EW , 'V-t/V W./V�VVVV'VY�'JV ELEVATOR RECALL SYSTEM. in '' UNITA: UNIT -.UNIT _U VITD UNITE ff� own F ADDRESSABLE SHALL CONSIST OF 110 VOLT UNIT SEPARATE ROM A ESSABLE 5. APARTMENT UNITS SMOKE DETECTORS� ®$m-" 0-0-" ")_0-i9-® 0$0$0 4083 South U.S. Highway 1 Ste. 101 T FI T I Y SHALL BE INTERCONNECTED SUCH THAT ' CENTRAL SYSTEM. ALL DETECTORS WITHIN AN APARTMENTS A i ._ _ p p 'CORRIDOR & COMMON ::. ?r MPA AREAS Rockled e Florida 32955 D T R <NOTE $ , F E DETECTOR TRIGGERS ALARM ON ALL UNIT ETEC 0 S. r B ACTIVATION 0 ON -, 4TH FLOOR Phone 321.633.45 2 Fax321:633.45 8 FSWITCHESFOR ELEVATOR MACHINE ROOM AND " 2 2 FIRE SUPPRESSION LOWCOORDINATE LOCATION OFF E SU Swww.ddc-en ' eers.com b O :E EVATOR LOBBY K DETECTOR)' L BE C CONNECTED TO L 0 SMOKE CONTRACTOR. FLOW SWITCHES SHALL 0 ELEVATOR HOISTWAY WITH FIRE SUPPRESSION0dasilva.david@ddc-engincers.com eers.com RI VE ACTIVATE SHUNT TRIP DEVICE FOR. ELEVATOR CIRCUIT BREAKER, SEE E 5. 4 C.O.A..25988 DDC PROJECT NO.: 18070 .. -. UNITA'.. B UNIT - UNIT ;- T LOCATION ACCEPTABLE TO THE FIRE OFFICIAL. . � N - -UNIT N C UN UNITE 7, AFIRE FIGHTER ACCESS BOX SHALL BE PROVIDED A IOCA 10 C " CONSULTANTS: `' I 8. .PROVIDE MONITORING UNIT AND.ANNUNCIATION PANEL FOR BI-DIRECTIONAL ANTENNA EMERGENCY UNITA UNIT UNIT UNITD UNIT E SERVICES COMMUNICATIONS SYSTEM. -. CONTRACTOR SHALL PROVIDE A TWO-WAY RADIO, BI-DIRECTIONAL ANTENNA EMERGENCY SERVICES j . CORRIDOR &COMMON AREAS , 1 ' SAFETY, CONSISTINGOFAMPLIFIERS,. COMMUNICATIONS SYSTEM FOR IN BUILDING PUBLIC S'NOTE 8 ' . 3RD FLOOR FLOOR, 2 3 l T AS RE UIRED FOR NFPA1 NFP 72 01 BI-DIRECTIONAL ANTENNAS, A MONITORING SYSTEM Q A ( , r EDITION); AND NFPA 1221 (2016 EDITION) COMPLIANCE: (ELEVATOR DETECTOR. D Y B ARD COUNTY OFFICE ) SYSTEM SHALL BE DESIGNED AND PROVIDE COVERAGE AS REQUIRED B .THE REV COU OF 5" EMERGENCY MANAGEMENT (PUBLIC SAFETY DISTRIBUTED ANTENNA SYSTEM FOR IN -BUILDING TWO-WAY RADIO 80 MHZ COMMUNICATION). 1 -LTA NI T .: UN UNIT -U I C. ..UNITD UNITE. RADIO SIGNAL STRENGTH IS IN N SYSTEM SUPPLIER SHALL PROVIDE DOCUMENTATION TO DEMONSTRATE10 ACCORDANCE WITH NFPA 1, SECTION 11.10 (TWO-WAY RADIO ENHANCED SYSTEMS) UNITA : UNIT B UNIT C UNIT D UNIT E tom® 5 5 m$A© C}Cr©0©Q04©m F {� DATE NOTE 8 . CORRIDOR Ft COMMON AREAS ' .. {-}E� 1VOVEk�IRER S- 2018 PHAN AL MERIC U ANNUNCIATOR RECALL SYSTEM RECALL SYSTEM CONTROLLER CONTROLLER ELEVATOR k1. ELEVATOR #2 2NO FLOG :2NDFLOOR. ' ELEVATOR LOBBY SMOKE DETECTOR) = ' ( B .: BI-DIRECTIONAL ANTENNA ,.: :; :I .. . " f :. NORTH TOWER, (TYPICAL, PROVIDE AS REQUIRED) : VOICE ONLY IN �S-_'�_ AMP F -• EMERGENCY SERVICES RADIO SYSTEM FIRE' ALARMGARAGE ':MAHI-MAHI - .. : GF GROUND FLOOR ` - MONITORING AND CONTROL .. -.._ .-.-__... .. —,.. _ -'_ �. - ANNUNCIATION PANEL _ PANEL ADDRESABLE `I (ELEVATOR LOBBY SMOKE DETECTOR) EMERGENCY ANTENNA.:a ANTENNA " LOOP - - SERVICES o AMP SYSTEM BOA AMP. AMPLIFIER r AC POWER - STATUS BATTERY � ' ^ AC POWER CHARGER " . VOICE EVAC. z COMM SYSTEM BATTERY CHARGER I= ....STATUS BATTERY ALARM BATTERY BACKUP MODULE BACKUP' BOARD (CM). 4' W.x 8' H z3/4" ' ^ ,,:. '� BOARD. CS . 4' W x 8' H x 3/4" ' PLYWOOD BACKBOARD WITH 2 NOTES: COATS OF FIRE KRETARDANTRH 2 T COA S OF FIRE RETARDANT 1.5'' CONDUIT CONTRACTOR, 1.5' CONDUIT BY CONTRACTOR, ': WHITE PAINT '' � - WHITE PAINT FIBER OPTIC CABLE BY FIBER OPTIC CABLE BY I. ..ALL CONDUITS PENETRATING RATED WALLS AND FLOORS SHALL BE ,,, ,,,,,-;:,; AND AB WITH B, 3, ;INCREA :TENSIO' d r -. . . :TCI FI FCTRICAI SFRVICF : :I _. Tr) cr CfTIWAI. EEkvlf F �I IF24 pD Imp 9 4i R4 A .40 co (� ®u® �uj �� Hma a Z O U .. O u Ogg cd J CL SHEET NO.: E-7O1 Q DRAWN: DP LJJ cl� CHECKED: MP APPROVF:D!MP : LL_ micnaei ruo / I / l i , r i J- 1 , 1 16E O 1 x.� v s . F I� y 0.50067 - k TE� ORI i PANEL. S RATING: 225AMP MCB LUG LOCATION: BOTTOM A.1•C.: zz,000 SERVICE: 208/120 V. 3-P, 4-W MOUNTING: SURFACE CKT KVA CKT. BREQUIPMENT SERVED K. BRANCH CIRCUIT CKT KVA CKT. EQUIPMENT SERVED BRK. BRANCH CIRCUIT --- No. A B C PL. TP. 0 N GND C NO- A B C PL. TP. 1 0 1 N GND C 1 -3 5 GARAGE RCPT ELEV. SUMP RCPT ELEV. SUMP PUMP GARAGE DOOR MOTORS ELEV. TOP L+R 1.1 1 ZO 12 12 12 12 12 3/4" <2 GARAGE LTS 0.2 1 20 20 12 12 12 12 3/4" 0.4 0.3 - 0.5 1- 1 1 200 20 12- 12 12 3/4" 4 GARAGE LTS 0.2 1 12 12 3/4" 3/4" 3/4" 1.0 12 3/4" 6 STAIR LTS 0.5 1 20 12 12 12 7 20 12 12 12 3/4" 8 2nd FLOOR HALLWAY L+R 0.7 1 20 12 12 12 9 1 20 12 12 12 3/4" 10 3rd FLOOR HALLWAY L+R 0.7 1 20 12 12 12 3/4" 11 ELEVATOR MOTOR 1.9 3 40 2 8 1.5" 12 4rd FLOOR HALLWAY L+R 0.7 1 20 72 12 12 3/4" 13 1.9 14 ROOF L+R 0.7 1 20 12 12 12 3/4" 15 17 " 1.9 16 GARAGE BATHROOM 0.1 1 20 12 12 12 3/4" T 1 ve- 19 _ 20 EXTERIOR LIGHT S 0:5 1 20 8 8 10 3 23 AC-S1E 0.1 2 15 12 12 3/4" 24 - - 25 0.1 26 27 AC -SIB AC-S1A.1 TO S1A.4 0.1 2 15 12 12 3/4" 28 CU-S1E -- - -- 1.2 -- 2 15 12 -12 - 3/4" 29 31 33 0.1 30 1.2 0.4 0.4 2 15 12 12 3/4" 32 CU-S1A 1.2 2 15 12 12 3/4" 34 1.2 35 AC-S1CA TO S1C.3 0.3 2 15 12 12- 3/4" 36 CU-51B 1.2 2 20 12 12 3/4" 37 0.3 38 1.8 39 41 AC-S1D� I TO S1D.4 0.4 2 15 12 12 3/4" 40 CU-SIC 1.2 2 15 12 12 3/4" 0.4 42 1.2 „ 43 44 CU-S1D 1.2 2 15 12 12 3/4" 45 46 1.2 47 49 SPD 3 30 10 10 10 3/4" 51 152 -53 TOTAL 4.8 3.5 3.3 EQUIPMENT SERVED CONN. LOAD LF TOTAL TOTAL 5.1 4.6 5.0 DF DESIGN LOAD LIGHTING Et RECEPTACLES EQUIPMENT HVAC 14.4 1.0 1.0 14.4 6.9 7.4 28.7 79.8 6.9 1.0 1.0 7.4 1.0 1.0 TOTAL -- --- -.._ - -- --- - -- AMPS PANEL. M RATING: 225AMPMCB LUG LOCATION: BOTTOM A.I.C.: 2z�m - SERVICE: 208/12o V. 3-P, 4-W MOUNTING: SURFACE CKT. KVA BRANCH CIRCUIT CKT. KVA CKT. BRK. BRANCH CIRCUIT EQUIPMENT SERVED - EQUIPMENT SERVED -- No. A g 0 N GND C NO A B C PL. TP. 0 N GND C 1 GARAGE RCPT GARAGE RCPT 1.4 tCjKT.BRK. 12 12 12 3/4" 2 GARAGE LTS GARAGE LTS STAIR LTS 0.4 1 20 20 12 12 12 12 12 12 3/4" 3/4" 3 1.1 12 12 12 3/4" 4 0.3 1 5 7 GARAGE DOOR MOTOR 1.012 1 12 12 3/4" 6 0.5 1 20 12 12 12 3/4" 1.0 20 12 12 12 3/4" 8 2nd FLOOR HALLWAY L+R 0.7 1 20 12 12 12 3/4" 9 11 ELEV. TOP L+R ELEVATOR MOTOR 0.6 1 3 20 40 12 12 12 3/4" 10 3rd FLOOR HALLWAY L+R 0.7 1 20 12 12 11 3/4" 3/4" 1.9 2 8 1.5" 12 4rd FLOOR HALLWAY L+R 0.7 1 20 12 12 12 13 1.9 14 ROOF L+R 0.7 1 20 12 12 - 12 3/4" 15 17 19 ELEVATOR MOTOR 1.9 16 1.9 3 40 2 8 1.5' 18 GARAGE EXHAUST (2) 0.2 1 20 12 12 12 3/4" 1.9 " 20 CU-M1E 1.6 2- 30 10 10 3/4" 21 23 AC-M1E 1.9 4.5 22 1.6 2 50 8 10 3/4" 25 27 29 31 33 AC -MI A.1 TO M1A.4, MIB.1, M1B.2 AC-MIC.1 TO M1C.4, MID.1 0.6 0.5 0.6 4.5 26 EXTERIOR LIGHTS 0.5 1 20 8 8 10 3/4" 2 15 12 - 12 3/4" 2 1 •• 3/4" 30 1.2 0.5 2 15 12 12 3/4" 32 CU-M1B 1.2 2 15 12 12 34 1.2 „ 35 39 AC-MID.2 „ AC -MI IB 3 0.1 0.1 2 2 15 12 12 3/4" 36 CU-MIC 1.2 2 15 12 12 3/4" 38 0 CU-MID 1.2 1.2 2 15 12 12 3/4" 15 12 12 314" 43 45 1 42 1.2 44 46 47 ELEV. SUMP PUMP - - 1.0 - - 1 20 12 12 12 3hf 48 49 ELEV. LIMP PUMP 1.0 1 20 " 12 12 12 3/4" 50 SPD - - - - 3 30 10 10 10 3/4" 51 53 I 52 54 - - TOTAL7 7.4 10.8 9.9 1 TOTAL TOTAL 6.3 6.2 5.0 EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD LIGHTING E RECEPTACLES EQUIPMENT HVAC �T. 6.5 1.0 1.0 1.0 1.0 6.5 14.2 26.9 1.0. 14.2 1.0 26.9 TOTAL - - AMPS 47.6 132.3 161 RATING: 20DAMPMCB LUG LOCATION: BOTTOM A_1.C.: PANEL. 2R (ALL 2 BEDROOMS UNITS) 10,000SERVICE: 208/120 V. 1-P, 3-W MOUNTING: SURFACE CKT. KVA CKT. BRK. BRANCH CIRCUF: CKT KVA CKT. BRK. BRANCH CIRCUIT NO EQUIPMENT SERVED -- - - EQUIPMENT SERVED - A B C PL. TP. 0 N GND C NO A B C PL. TP. 0 N GND C 1 3 KITCHEN RCPT (**) 0.7 _ - -_ 1 1 20 20 20 12 12 12 1 2 12 12 12 12 3/4" 3/4 3/4 2 4 HALLWAY L+R (") . . M _ SECD. BEDROOM + OOM L R ( 0.6 0.2 1.1 1 20 12 12 12 3/4" KITCHEN RCPT «* - -- 12 12 12 3/4.. - 3/4" 3/4" 3/4 " 3/4" 5 GARBAGE DISPOSAL ("p 0.5 12 6 SECD. BEDROOM R/R ("I) 1 -- 20 - 12 --- 12 - 12 7 - DISHWASHER (««) - -- 1.2 - 1 20 _ . - 20 _ - 40 12 - 12 -- - 8 12 - 12 - 123/4" ----- 12 10 --- a/4" 3/4" 8 AUX. R/R (*")---- - - - _.-- --_..- WASHMACHINE (**) DRYER ("") 0.2 1 20 12 12 12 9 11 MICROWAVE/HOOD (") T RANGE (`*) --- 1.2 1.5 --- 1 2 10 12 - 1.2 - 1 30 10 1 -- 1.5 2 30 10 10 13 1.5 14 1.5 „ 15 REFRIGERATOR (**) 1.2 1 20 20 12 12 12 3/4" 16 WATER HEATER ** ( ) 2.2 2 30 10 - 10 3/4" 3/4" 3/4" - 17 KITCHEN LTS (..) 0.1 1 1 12 12 12 12 12 12 12 :1/4" ? /4" c /4" 3/4" --- 18 - .._. - --- -- 2.2 - -- " 19 LIVING ROOM L+R (*`) 1.1 20 20 20 12 20 A/C (**) 2.2 2 50 8 10 21 23 MASTER BEDROOM L+R (**) MASTER BEDROOM R/R ("") 1.7 0.2 1 1 12 12 12 10 12 12 22 2.2 " 24 CU (") 2.1 2 30 10 10 25 KITCHEN CABINET LTS 0:2 0.8 0.8 1 2 1 1 20 30 20 20 12 12 10 2/4" "s/4" 262.1^ 28 - -- ` - -- -- - ------ 27 KITCHEN OVEN (*") - -- 29 30 - - 31 12 12 12 12 12 12 3/4" 314" 32 - 33 WINE COOLER 1.8 34 35 37 39 41 ICE MAKER 1.6 36 38 SPD 3 30 10 10 10 374" 40 -- -- -- " - " 42 ,. .. TOTAL 8.5 8.3 EQUIPMENT SERVED CONN. LOAD LF TOTAL TOTAL 10.0 9.3 DF DESIGN LOAD (") BRANCH FEEDER LENGTHS OVER 80' SHALL BE INCREASED TO THE NEXT SIZE. ARC -FAULT C.B. (*"") GFI-CIRCUIT BREAKER. LIGHTING Et RECEPTACLES Is APP FIRST 10 KVA -- -- - -- _ _ LIGHTING E RECEPTACLES REST HVAC 10.0 -' 27.5 4.4 1.0 ---- 1.0 1.0 10.0 - 11.0 4.4 -0.4 1.0 1.0 TOTAL AMPSI 25.4 122.1 RATING: 200 AMP MCB LUG LOCATION: BOTTOM A.I.C.: 10,oO70 PANEL. 3R (ALL 3 BEDROOMS UNITS) SERVICE: 208/12o V. 1-P, 3-W MOUNTING: SURFACE K. BRANCH CIRCUIT KVA CKT. BRK. BRANCH CIRCUIT CKT. EQUIPMENT SERVED KVA CKT. BRCam' EQUIPMENT SERVED No.1 -- A B C PL. TP. 0 N GND No. A 6 C -PL. TP. 0 N GND C KITCHEN RCPT ("*) 0.7 1 20 20 20 20 12 12 12 12 12 12 12 12 12 12 3/4" 3.'4" 3.'4" 3/4" 2 HALLWAY L+R ("") 0.6 1 20 12 12 12 12 12 12 3/4" 3/4" 3 5 KITCHEN RCPT ("") GARBAGE DISPOSAL ("`) -0.5- 0.7 1 4 SECD. BEDROOM L+R ("•) 1.1 1 20 1.2 1 1 12 12 - 6 SECD. BEDROOM R/R (**) _ _AUX. R/R "` ( ) 0.2 1 20 12 12 12 3/4" 7 DISHWASHER (") 8 0.2 1 20 12 12 12 3/4" 9 MICROWAVE/HOOD (`") 1.2 1 20 40 12 8 12 12 10 3,'4" 3r4" 10 WASHMACHINE (") 1.2 1 30 10 10 10 3/4" 11 RANGE ( ) 1.5 2 12 DRYER (") 1.5 2 30 10 - 10 -- 3/4" 13 15 - 1.5 -- 1 14 1.5 - --- -- REFRIGERATOR (") --- - 1.2 - 20 -- 12 12 - 12 ------ 3/4" 16 WATER HEATER (*") 2.2 2 30 10 10 3/4" 17 KITCHEN LTS "* ( ) 0.1 1 20 12 12 12 3) 4" 18 2.2 - " --- -- 19 LIVING ROOM L+R ( ) 1.1 1 20 12 12 12 3i4 20 --- A/C("*) - 2.2 2 50 8 - 10 3/4" 21 23 MASTER BEDROOM L+R ("") 1.7 1 20 12 12 12 12 12 12 314" 3i4" 22 2.2 MASTER BEDROOM R/R ("") 0.2 1 20 24 CU p1 2.7 2 30 10 10 3/4" 25 KITCHEN CABINET LTS 0.2 1 2 20 30 12 12 12 3/4" 26 2.7 " --- - - 27 KITCHEN OVEN ('*) 0.8 10 - 10 -- 3/4" 28 � 29 0.8 30 31 33 AUX. R00 M 1.1 1 20 12 12 12 12 12 3/4" 3/4" 32 WINE COOLER 1.8 1 20 20 12 12 12 12 3/4" 3/4" 34 35 37 - ICE MAKER 1.6 1 - 36 - - - - - --- 38- SPD 3 30 10 10 10 3/4„ 39 40 - 41 42 10.6 9.9 „ TOTAL 8.5 9.4 EQUIPMENT SERVED CONN. LOAD LFtDF TOTAL TOTAL DESIGN LOAD (*) BRANCH FEEDER LENGTHS OVER 80'SHALL BE INCREASED TO THE NEXT SIZE. ARC -FAULT C.B. ("**) GFI-CIRCUIT BREAKER. LIGHTING E RECEPTACLES E APP FIRST 10 KVA LIGHTING Et RECEPTACLES REST HVAC 10.0 28.6 4.4 1.0 1.0 1.0 10.0 11.4 4.4 25.8 - 124.2 TOTAL AMPSI VOLTAGE DROP AND SHORT CIRCUIT SUMMARY # PANEL FROM VOLT AMP (RP (ft) DIST MAT # 0 N GND C Volt Drop AFC AMP 1 2 3 MCS MCM MAIN XFMR MAIN XFMR MAIN XFMR MAIN XFMR MCS MCS MCS MCS MCS MCS MCS - MCS MCS MCM 208 208 600 311 402 145 AL AL 2 500 500 4" 0.81% 12,156 600 115 2 500 500 - -4" 0.83% 12,210 S 208 225 54 148 AL 1 300 300 3" 0.47% 1 9,302 4 12 13 14 -- 15 16 --- 17 18 19 _ 20 M UNIT 2A UNIT 3A UNITPHA UNIT 2B UNIT 3B -- UNIT 46 UNIT2C UNIT 3C UNIT 4C UNIT 2D 208 225 63 112 AL 1 300 300 3" 0.42% 9,181 208 200 142 -- 59 ------------ 69 79 45 55 65 Cu 1 3/0 3/0 6 2" 0.54% 7,004 208 208 208 208 200 142 Cu 1 3/0 3/0 6 2" 0.63% 6,722 6,463 200 142 - Cu 1 3/0 3/0 - 6 2" 0.72% 200 142 Cu 1 310 3/0 6 2" 0.41% 7,440 7,123 200 142 Cu 1 3/0 3/0 6 2" 0.50% 208 ------------- 200 142 Cu 1 3/0 3/0 6- -- 2" -- --- 0.59% - 6,832 208 208 208 208 208 200 142 86 Cu 1 3/ - 200 142 96 Cu 1 3/0 3/0 6 2" - 0.88% - - 6,064 200 200 200 142 106 Cu 1 3/0 3/0 6 2" 0.97% - 5,852 21 142 142 108 118 Cu Cu 1 1 3/0 3/0 3/0 3/0 6 -6 2" 2". 0.98% 1.08% -1.08% 5,764 _ 5,572 5, 572 . 22 _23 UNIT3D ------ - MCM - --- 23 UNIT 4D MCM 208 200 142 128 Cu _ 1 3/0 3/0 6 24 UNIT 2E MCM 208 200 142 58 Cu 1 3/0 3/0 6 2" 0.54% 6,964 25 26 - UNIT 3E UNIT 4E- - - MCM - MCM - - 208 208 200 _ 200 _ 142 142 68 78 Cu Cu 1 1 3/0 3/0 3/0 3/0 6 6 2" 2"- 0.63% 0.72% 6,686 6,429 27 UNIT 2F MCM 208 200 142 37 Cu 1 3/0 3/0 6 2" 0.34% 7,631 28 29 30 31 32 UNIT3F MCM 208 200 200 200 200 200 142 47 Cu 1 3/0 3/0 6 2" 0.43% 7,298 UNIT 4F MCM 208 142 142 57 Cu 1 3/0 3/0 6 2" 0.52% 6 993 UNIT 2G MCM MCM MCM 208 208 208 78 Cu 1 3/0 3/0 6 2" 0.72% 6,429 UNIT 3G -- - UNIT 4G 142 88 Cu 1 3/0 3/0 6 2" 0.80% 6,183 142 98 Cu 1 3, 3/0 - 6 --- 2" - -- 0.89% - 5,970 APARTMENT UNITS: DEMAND, MAINS, AND SERVICE CALCULATIONS TYPICAL APARTMENT CONNECTED LOADS - BY APARTMENT TYPE: TYPE: A' "B' "C': 25.4 KVA TYPE: ' D', "E", "F , "G': 25.8 KVA }(FROM PANEL SCHEDULES) SAILFISH: • METER CENTER MCS: ("A" + "B" + "C") x 3 FLOORS _ (76.2 KVA x 3 FLOOR) = 228.6 KVA -PER NEC 220.84, FOR 9 UNITS DEMAND FACTOR IS 43% 230.0 KVA x 0.43 = 98 KVA -COMMON AREAS PANEL S: 37 KVA -TOTAL SAILFISH 135 KVA MAHI-MAHI: METER CEN TER MCM. (D + E + F + G) x 3 FLOORS (103.2 KVA x 3 FLOOR) = 309.6 KVA -PER NEC 220.84, FOR 12 UNITS DEMAND FACTOR IS 41% 310 KVA x 0.41 = 127 KVA • COMMON AREAS PANEL M: 45 KVA • TOTAL MAH I-MAH I TOTAL BUILDING: SAILFISH: MAHI-MAHI 172 KVA 135 KVA 172 KVA 307 KVA 307 000 VA = 853 P 2L08V . 1.73 _ J dd.0 engineenng 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engincers.com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJ ECT NO.: 18070 CONSULTANTS DATE NOVEMBER 8, 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET ❑ AS BUILT El z 0 U m Q H Q O z REVISIONS g -WED FC OMPLI� o "ifq ir,0UN) rn a F�1 'Zi IFi W � 0 a 0 A Zi r4 C�0Z U q ®Aa�W Z O x W U�arn z o l/1 W W a 00 C a U Q � o V J SHEET NO.: W E-800 N _J W DRAWN: DP Z CHECKED: MP APPROVED:MP Michael Pilo 115PPP17 �0 11111 0 1 3 a 7 9 ,. 11 13 .. _ 25 AMP B . 2 MC 6 RATING. G LOCATION: 0TTOM z LUG N. A I z o00 S "SERVICE 208/120V.3-P 4- W SURFACE • PANEL: NEL 211 RATING. 200 P AM MCB LU.' G LOCATION: C I ON BOTTOM -` A LC.. 1 o 000 - MOUNTING. R ALL Z • ( BEDROOMS UNITS) _ � SERVICE: V CE. zoan2ov.1- P 3 -w MOUNTIN • G. SURFACE I KVA - :NT SERVED CKT, BRK. BRANCH CIRCUIT C EQUIPMENT SERVED Q K A Y CKT. BRK. BRANCH NCH CIRCUIT CKf. KVA CKT. BRK. BRANCH CIRCUIT KVA I A B" C PL. TR � N" GN D C PL. TP. 0 N GND C No. A B C No. EQUIPMENT E SERVED KITCHEN A 0.7 B C PL. 1 TR 20 0 Nc ' 12 12 GND C 12 CKf No. EQUIPMENT SERVED HALLWAY L+R *« w --- A B: CKT. - - C PL. BRK. TP. 0 BRANCH N CIRCUIT UI GND C VOLTAGE D DROP AND SHORT T - CIRCUIT 1 1. 1 1 _ 20 _ 12 12 12 3/4 2' GARAGE LTS 0. 2 - 1 -- 20 -- 12 -T 12 12 -- 3 4RCPT:(**) lCP7 0.4 >1 20 i2 1T 1 2 3/4 ,,zo 4 ' GARAGE ` ,1 - - -- -- �z --- - - - -'- - _ - .3/4" __ c) o.b 1 1 z 1 z' 12 /4 „ 3SUMMARY RY _ - LTS 0.2 20 12 12 12 ,._ R« KITCHEN R CPT: ) _ _ `+ -- UMP 0.5 1 20 1 2 12 12 3/4 6 STAIR L TS 0.5 1` 2 0 ' _ _ -- ; - 1 - 20 12 12 - 1 2 -3l4 � - - - S ECD: BEDR OOM RO M 0 L R - : 1 2 „ 12 3/4 AMP AMP DIST R T MOTORS, - 1.0 _� -,___ --._.,_-_ 2nd fL OR HALLWAY L R 0 7_ 12 12 12 3/4"' ,. 5 GARB GE DISPOSAL «« 4 L A ( ) � 0.5 _. 1 20 . - 12 12 12 3/4 „ . 6 - - - - SECD,I3E RR - BEDROOM R/R -_ - - _ - 0 - '12 - - ;� 12 3!4 1 # P PANEL F FROM - VOLT T R ft MAT # Volt AFC, H N GND C (% AMP :, 3 4 _ - - _ - - --- MA ' - _ -.... D:3 1 20 : 12 1 10 _ -�-- LL- _ 3rd FLOOR HALLWAY + - -- - : _...- - ,- _ - - __ _ ___ 7 _ .. -9 H S ER (. ) DISHWASHER H56 -_ -- - --- MICROWAVE/HhOD.( 1 : - - a �-. T2 �- _.. - 1 :_,.. 20 on. 12 12 ,, „. 12 ., 3!4 _ .__. .... �..., :....,. 8 kUX . R/R - - ---- --- - ...�..�...�..,:,�-:>.,._. ,.. 2 ,.. _ 1 20 12 -- ;. 12 i 1 MCS IN F - : _ : X MR -- _ CM MAIN 2 _ 08 60 0 311 -- 70R..-"-:enn ;ern. 14 5 AL 2 - .__ -- �at,.,ni.. a 50 _ .: 0:8 121 ---_ - :d:.,, ,-.,...::..--- 12 3/4 2 8 CU S1E 25 KIT KITCHEN H B CABINET T A L S 0.2 >'1 20 ' 12 1 '' 2 12 3/4 6 ,� --- , , - S 20 8 -- : 2 00 1 42 86 CuCu' 1 3/ 0 3! 2 i 0.'L 7 6,292 „ 1 - + ,u- 12' - - - - ,12 "-=- 27 KITCHEN OVEN ) 0,8 30 : 10 - __ t 9 'UNIT 3 C MCS OS `200 1 42 9b < u 1 3!0 6 2 ,. _ 6 - -- r,,064 - _ __30 __ 29 i1 I' 0.8 .. 30` - _`. _ _---._ _ -- _, _ __ UNIT MC S _ _ . 2 8 4 _ 2 42 1 C u Cu 1 2 0. 4 : -- - --- _ ._ --' - - -_ , - _ _� _ _ 12 3/4 32;` _ C 51A ' U - 12 - 12 3/4 -_ _ _. c31 ,, -'- -- __ - - ___ - _-- - -- >__ _ - UNIT , U 12D -_ _ - i MCM '- -- 14 8 Cuu 3 0 / 3 0 ' 6 2 : 0. 5,764 _ 0.4 34 f -_ _ _ ------- - UNIT 3 0. 3 _ '2 _ 15 2_ - ' I _ `I - -- 3 3 WIN C E LER 0 � 1 2 12 12 2 i 3/4 34 -_ - 22 - CM ' OB 142 - - 3/0 6 - 1.08 5 57 , 1 . 1' 3 : 36' CU 516 1 .2 ? I 20 12 . , _ ___ _:- _ _ - - - _: 2 3 UN T 4D MCM 00 142- 128 3 0 - _ ..__ - -- ;, 392 0. 3 „ 38` .# 9 8 <;. >_ ICE MAKER -_-_-' _ _ - ��- _ __ -: 12 t 2. 12 3 /4 3E 24 _ UNIT2 E MCM 20 8 `200 1421 1 58 C ' „ -_ 0.4 > 2 1 5 12 1 2 314 40 CU S1C '- 1. 2 5 1 „ 7 _- - �._ _ D 3 30 10 10: 10 3/4 25 UN 3E MGM 2 08 20 0 142P 6 8 u- Cu% 3! 6 ., _ D DATE _ 2 - _ - _ 3 0 686 0.4 „ .. 42: ,. „ :: - 39 _.�- _.__` _ _____� _ __ �.._ 4 0 ,. c. 26 UNIT 4E MG M 2 08 0 2 0 1 ` 42 7 8 --- <, 2 > 0.72% _� 6 429 N �1 0 E B M 1E12 8 e 2Ai8 44'' CU _ 51D :- _ 42' - t 27 - UNIT 2F142 _- _ �-�___- _ _ _ MCMRE 08 200 i42`' 37 C Cu u 1 3/ 0 3 /0 ' fi 2 10.3 _ 7 631 VIEW EVIE W SET 12 - „ 4 -- - ,. - :� - - T 1 TOTAL 8.5 $ 3 -- TOTAL- : TOTA 3 28 _ - :UNIT 3F _,: ` _MCM _ : , zoa 'zoo 1 4 2, _ 47 _._ Cu ., --- 1 3/0 -_- / _, --- 2 ;` -----' 0.43% 7 298 ; PERM IT SET - - --- m _-- ---1- -- -- -- _SERV _E - _-- --- --. _UNI EQUIPMENT D CON N. LOAD : LF '' :..DESIGN LOAD B RANCH F SEDER NGTH LE S OVE O R 80 SHALL BE- __ T4 2 08 200 1 42 57 G Co 1 3/0 / 3 0 G Z 0.52 6 993 I D SET LIGHTING 8 RECEPTA CLES AP : & FI P R T 1 0 _. __ $ __,,__ KVA ' 1 0.0 1.0 1. 0 10 .0 1NCREASEb T 0 THE NEXT SIZE ., 3 _ : MC ' M " 208 200 142': 78 Cu 1 3/0 3/0 b 2 ,. a7 '642_ CONSTRUCTIONSET S D 30 0 10 3 LIGHTING R CEP A L 27.508 1 --_ 11.a ARC FAC .«00 _ BREAKER: - MCM ? 2 14' t 3io / 3 0 ,6 , 2 0 80% 6 18 3CIRCUIT As BUILT 52 '4.4 .....CFI HVAC3 4.4 MC M L 2 08 200 u 1 3/0 310 .6 ,. 2 ;-0.89% 5,970 5 q -- _ -- - REVISIONS TOTAL, 25,4 3.5 TOTAL TOTAL 4.6 4.6 ,5.0 - t AMP., 122.1 CONN. LOAD LF DF DESIGN LOAD 43.4 to 1,0 r 43.4 ### 1.0 1.0 ### 15.2 1.0 1.0_ 15.2 ' • PANEL: 3 R RATING. 200 P AM Mc6 LUG LOCATI ON. Bo1TOM A.I. • C., 10 000 �_ -�1 _ - ---___ -, _ � .-_ TOTAL:. 5 8.6 -------_-_ : _ ( ALL 3 BEDROOMS UNITS ) SERVICE: V CE. 208/120 V. 1- P - 3 w ,, MOUNTING.. SURFACE APART• MENT UNITS. DEMAND MAIN AWNS, AMPS 162.9 GK1: EQUIPMENT U PMENT SERVED Q veD KVA CKT. BRK: BRANCH CIRCUIT - CKT. K VA CKT.BRK. B RANCH CIRCUIT cull , AND r SERVICE CALCULATION, No, A B C PL. TP, 0 N GND C No. EQUIPMENT SERVED A B C PL. TP. � N '' GND C - 1 `' KITCHEN RCPT "" ( )< 0.7 1 20 -12 12' 12 3/4 2 HALLWAY L+R "« ; ( ) 0.6 :1 20 12 12 92 3/4 „ 3 Rys :. KITCHEN RCPT ( ) __ -- - 0:7 1 - 2 0 1 2 12 12 > .: 3/9 4 _ «R EC : B ; S BEDROOM D OM L R O - 1.1 1 2 0 1 2 ------- 12 12 3/4 , TYPICAL PICA RTM .'" L APARTMENT ENT CON CONNECTED LOADS BY APART MENT TYPE 5 j GARBAGE DI SA L ( ) 0.5 1 20 z 1 2 ,12 / 3 4 6 _ _ _.___: - SECD. «« C .BEDROOM R/R _ -. __ _ ..__ 12 12, 9 2 ,, 3/4 z 7 DISHW WASHER ( ) 1.2 " 0 `12 12 12 3/4 8 ' AUX. R R/ - :-- ' ; _ , KVA OM PANEL L SCHEDULES) TYPE D E F G ULES 25.8 KVA ) � o .. -_, - 1 20 12 12 -12 3/ . ; 9 MICRO VE/ HOOD- 1.2 1 20 1 2 12 ` 12_ 3/4- 1 0 WASH MACH N - IE 1' 30 1 Q - -- 0 - --- ;, 3 4 SAILFISH U 1 1 RANGE 408 _ 103/4 1 2D DRYER 1.5` 0 10 3/4:: METE' CENTER R MCS.A+ B + 3 FLOORS rco 4 r� > 13i `1 .5 `�� 14' .. -- --_ . „ - 76.2 KVA x 3 FLOOR) ( 0 ) ' 1 5«: REFRIGERATOR -, 1 20 1? 12 12: 3/4 16 --- WATER H EATER « 3 0 10 -- - 228.6 KVA r 1 7 KIT... KITCHEN LTS «« _ .t _ _ 1 _ 20 _ 12 1 Z 12 3/4 ,; -= 18 - - - - ., a. z - - ., t0 3/4 E R NECNE C 220 .84 F OR 9 UNITS , DEMAND FACTOR I R S 43% : I LIMN R «_ 9 M R __,. 23 _ 0.0 1 1 KVA x ( ) 0.43 Y 98 KV A VA 0 12 12 i A/ 225 P 2 3/4 C - RATING: AM MCB 20 TI G. Bono _ _ - ' . _ _ � 2. - LUG LO M r _ -.__ .:: - 2 2 CATION. ._�._ _ _ 5o s 22 000 - _ 10 '3/4 - _■ ■ ■ ■ ■ PAN EL: M + MASTER EORO 21 0 L R ., M 1.7 20 12 2 12 COMMON a _ 3/4 ARE 2 - 22 AS PANEL S 08/120 V 3 4 2 2 37 KVA SERVICE P W • SURFACE MOUNTING.. CE -3 1 - CKT: EQUIPMENT Q MENT SERVED KVAC _:_' � , � - C KT. BRK: " BRANCH C CIRCUIT T CI CKT KVA CKT. BRK. BRA NCH CIRCUIT 23_ R MASTSI")- _ �-� EDROOM R/R,, _-.,.___ _ _ : 0.2 _:_: 1 -- : - 0 2 12 _:. 1 2 - 1 2 3/4 24 :. U « O - „_-___ -- 2:7 - 2 30 - - 0 _ : - - 10 ; 3/4 ,; T *TOTAL SAILFISH SH -13 5 KVA No. _ a.A B C PL. T N GND C No. E UIP T MEN SERVED Q ° KIT CHFN A I C NET IE B TS 0.2 f 2 0 12 12 i 2 26 ' - - - --- - -- R - --- - _ PL. P.25 T16 N -GND C _ -3/4 1 G GE RCPT .4 1 2 0 . 1 2 12 12 3 /4 2 G ARAGE LTS ,. 27 KITCH EN OVEN 0.8 30 10 10 `I 3!4 28'- -- - 2 >. __ r-nQnr_rornr ::. : , , --- -... - -- - - , :-. -- -- ----- :.._.._ :.,r �-:.:- - �:`- -,__-.::. - 12 .__.._- 12 12 -- 3/4 - .:::, _-_ 29.:' __ ___....� ^`� _ __ - ':'.n n > : 1 '-.� :. -' - - -- --- -- ----:-� - --- '_- -__ -:. _ .: MAH I MAHI. . �,�6�. ; t2 53 TC QUIPMENT SERVED IGHTING Ft PFCFPTACI Fc