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HomeMy WebLinkAboutBuilding PlansCRI GAY CONDOMINIUM HUTCHINSON ISLAND INDEX OF DRAWINGS ARCHITECTURAL DRAWINGS STRUCTURAL DRAWINGS ELECTRICAL DRAWINGS DWG NO. DRAWING CONTENTS DW6 NO. DRAWING CONTENTS DWG NO. DRAWING CONTENTS AO.00 COVER SHEET B DRAWING INDEX E-100 ELECTRICAL SPECIFICATIONS A1.00 GODS REVIEW � N E-101 LIGHTING TABLES N5 E-200 ELECTRICAL SITE PLAN ft1.02 MP.HI-MAHI LIFE SAFETY PLANS 9�Jl�h N E-201 PHOTOMETRIC 511"E PLAN A1.10 ARCHITECTURAL 51TE PLAN 91@4" 5 5 E-400 GARAGE ELECTRICAL PLANS ft N5 �1 IL5 E-401 MAHI-MAHI HALLWAY ELECTRICAL PLANS NS N5 5 E-403 ROOF ELECTRICAL PLANS A1.23 MAHI-MAHI GARAGE ff 2ND FLOOR PLANS E-500 UNITS D 8 E ELECTRICAL PLANS A1.24 MAHI-MAHI 3RD 8 4TH FLOOR PLANS � _..._.._.. __.._. _ ._ .._ ,_5 5 A1.25 MAHI-M,4H1 ROOF PLANS °M1!9- So , W F�I I I I I5 A1.30 GARAGE PLANS 12 51.1 M,4HI-MAHI FOUNDATION PLAN E-503 UNITS G 8 F ELECTRICAL PLANS 1:2 51.2 MAHI-MAHI 2ND FLOOR FRAMING PLAN E-600 ELECTRICAL PLAN DETAIL5 �.� 5 12 51.3 MAHI-MAHI 3RD FLOOR FRAMING PLAN E-i00 51NGLE LINE DIAGRAM U jS 1251.4 M,4HI-MAHI 4TH FLOOR FRAMING PLAN E-101 SIRE ALARM 4 COMMUNICATION PLAN .._ . _, -, ..., _ , _.., .5 12 51.5 MAHI-M,4H1 ROOF PR,4MIIV6 PLANS E-800 PANEL SCHEDULES 8 LOAD TA8LE5 12 5 2.1 MAHI-MAHI COLUMN B NWLL DETAILS AMIii� 5 1253.1 MAHI-MItHI SECTIONS PLUMBING DRAWINGS A1.38 2ND FLOOR UNIT D PLANS 1255.2 MAHI-MAHI SECTIONS DWG NO. DRAWING CONTENTS A1.39 3RD B 4TH FLOOR UNIT D PLANS 1253.5 MAHI-MAHI SECTIONS A1.40 UNIT E PLANS 1254.1 MAHI-MAHI 6ENER,4L NOTES P-1 PLUMBING LEGEND 8 SPECIFICATIONS A1.41 UNIT F PLANS 1254.2 MAHI-MAHI TYPICAL DETAILS P+! it1.42 2ND FLOOR UNIT G PLANS P-3 PLUMBING PLANS - Mr4Hl-MAHI MECHANICAL DRftWINGS 1k1.43 3RD & 4TH FLOOR UNIT G PLANS P-4 PLUMBING PLANS UNITS A, B ff G DWG NO. DRAWING CONTENTS 11l1s 'S P-5 PLUMBING PLANS UNITS D, E, F d G A2.11 MAHI-MAHI EXTERIOR ELEVATIONS P-6 PLUMBING DETAILS ow!1s NS M-1 MECHANICAL LEGEND 8 5PEGFIGATION5 P-'1 PLUMBING RISERS A3.11 MAHI-MAHI BUILDING SEGTION5 P-8 PLUMBING RI5ER5 A4.10 5T,41R SECTIONS M-3 MECHANICAL PLANS - MAHI-MAHI A4.11 STAIR 4 TRASH CHUTE SECTIONS 8 DETAILS M-4 MECHANICAL PLANS UNITS A, B 8 G ' A '""'=='^= ^' ^• ""^N5 M-5 MECHANICAL PLANS UNITS D, E, F 4 G 5 M-6 MECHANICAL DETAILS A4.22 UNIT D 8 G INTERIOR ELEVATIONS A4.23 UNIT E 4 F INTERIOR ELEVATIONS A6.10 DOOR, WINDOW 8 FINISH 5GHEDULES A6.11 WALL, DOOR AND WINDOW DET,41L5 REVIE ED CODE COMPLIANCE ST. LUDIE 0,01 NTT r BOCU .: i ►z 1/m" M41+I D 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 j Q Q �z N< cc LLREG. 8698 0 w w N� H fD 7 U} m Or pJ ]JJ LL @W 4Z4- WU 0w 29 !0 J LL N z U Q � Ez °° a [ w 1 wg, ;oo L�U� ❑ UiN wcc Q CODE REVIEW FOR GRISTELLE GAY CONDOMINIUM GRISTELLE CAY 15 A CONDOMINIUM DEVELOPMENT CONSISTMa OF (2) FOUR -$TORT STRUCTURES, WiTH (3) FLOORS OF RESIDENTIAL CONDOMINIUM UNiTS ABOVE A (1) STORY PARKING STRUCTURE. SAILFISH 15 A 9-UMT BUILDING WiTH 3 UNITS PER FLOOR CONNECTED BY AN EXTERIOR WALKWAY AND A SINGLE ELEVATOR ABOVE A PARKING GARAGE WITH (9) PARKING SPACES. MA141-MAHI 15 A 12-UNIT IBUILDING WITH 4 UNITS PER FLOOR CONNECTED BY AN EXTERIOR WALKWAY AND TWO ELEVATORS ABOVE A PARCING GARAGE WITH (12) PARKING SPACES. THERE ARE (21) PAVED ONSiTE PARKING SPACES. SITE AMENITIES INCLUDE A POOL AND A RAISED WOOD DUNE CR05SOVER WITH iNTEG:RAL. GAZEBO. CODE REVIEW REFERENCE CODES FLORIDA BUILDING CODE SIXTH EDITION (2011) - BUILDING FLORIDA BUILDING CODE SIXTH EDITION (2011) - ACCE55151LITY FLORIDA BUILDING CODE SIXTH EDITION (2011) - PLUMBING FLORIDA FiRE PREVENTION CODE SIXTH EDITION (2011) FAIR WOU51NG ACGE55151LITY GUIDELINES NFPA 101 - LIFE SAFETY CODE (2018) USE AND OCCUPANCY CLASSIFICATION FLORIDA BUILD INS CODE SECTION 310 RESIDENTIAL GROUP R-2 FLORIDA 5UILDING CODE SECTION 311 STORAGE GROUP 5-2 LiFE SAFETY CODE SECTION 6.1.8 RESIDENTIAL AND CHAPTER 30 - NEW APARTMENT BUILDING5 FEMA FLOOD ELEVATION INFORMATION FLOOD ZONE: VE NAVD 88 ELEVATION: 11' FEMA FLOOD MAP PANEL: 12111C@093K (6/22/11) PROPERTY 15 LOCATED IN SPECIAL FLOOD HAZARD AREA. BASE FLOOD ELEVATION: STRUCTURE CATEGORY I I (ASCE 24 TABLE I -1) MINIMUM SLAB ELEVATION = 12' (B>*EW) (A5CE 24 TABLE 5-1) NO HABITABLE SPACE 15 LOCATED BELOW 12' 5LAB ELEVATION. ELEVATOR PiTS ARE LOCATED BELOW MINIMUM ELEVATION AND SHALL BE PROTECTED THROUGH DRY FLOODPROOFING AS DESIGNATED IN ASCE 24 CHAPTER 6. ALL EQUiPMENT AND UTILITIES ARE LOCATED ABOVE MiNIMUM ELEVATION 12' (ASCE 24 TABLE 1-1). TERMITE PROTECTION IL FLORIDA BUILD INC CODED CHAPTER I8 PRIOR TO POURING CONCRETE, BUILDING AREA SOiL SHALL BE TREATED FOR TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE 51.113MITTE❑ TO AUTHORITIE5 PRIOR TO POURING CONCRETE. SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY FLORIDA BUILDING CODE CHAPTER 4 1) SECTION 406.4 - PARKING GARAGES THE PARKING GARAGE MEETS THE DEFINITION OF ENCLOSED PARKING GARAGE AND SHALL BE PROVIDED WITH MECHANICAL VENTILATION SYSTEM AND AUTOMATIC SPRINKLER SYSTEM (1) SECTION 420 - GROUP R-2 INDIVIDUAL DWELLING UNiT SHALL BE SEPARATED BY FIRE RATED CONSTRUCTION. UNITS SHALL BE EQUiPPED WITH AUTOMATIC SPRINKLER SYSTEM. ii0 SECTION 454 - SWIMMING POOLS AND BATHING PLACES DE51GN BY OTHERS. DESIGN AND CONSTRUCTION SHALL COMPLYWITH THIS SECTION. 9EPARATE SANITARY FACILITIES ARE NOT REQUIRED ACCORDING TO SECTION 454.1.6 EXCEPTION. GENERAL BUILDING HEIGHTS AND AREAS FLORIDA BUILDING CODE CHAPTER 5 R-2 OCCUPANCY 16 TYPE III -B CONSTRUCTION 5-2 O1GUPANGISTYPE IIi -CONSTRUCTB iON I) BUILDING HEIGHT - TABLE 504.3 MAXIMUM BUILDING HEIGHT: 601 ACTUAL 5UILDINCs HEIGHT: 48'-2" 11) ALLOWABLE STORIES - TA5LE 504.4 MAXIMUM STORIES: 4 ACTUAL STORIES: 4 INCLUDING PARKING III) SAILFISH; 16,000 S.F. PERMITTED (15ASED ON R-2) 6032 SF, ACTUAL MAN i -MAHI: 16r000 S.F. PERMITTED (BASED ON R-2) 1200 SP. ACTUAL IV) M[Xr;p Ugg SEPARATION - TABLE 505.4 MINIMUM REGUIRED SEPARATION: 1 HOUR ACTUAL SEPARATION: 2 HOURS TYPES OF CONSTRUCTION FLORIDA BUILD INC: CODE CHAPTER 6 CONSTRUCTION 15 TYPE lit-B SPRINKLERED 1) FIRE RESISTANCE RATINInS pEQUIRED - TAE PRIMARY STRUCTURAL FRAME = 0 RATING BEARINGS WALLS EXTERIOR = 2 HR. INTERIOR = 0 RATING NONBEARING WALLS AND PARTITIONS a 0 RATING: FLOOR CONSTRUCTION - 0 RATING ROOF CONSTRUCTION - 0 RATING FIRE PROTECTION SYSTEMS FLORIDA BUILDING CODE CHAPTER 9 AND NFPA 101 A FULLY AUTOMATIC SPRINKLER SYSTEM WILL BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13R 1) STANDPIPE SrSTEMS - SECTION, WEB FBC SECTION W53.1 - STANDPIPE NOT REQUIRED SINCE FLOOR LEVEL OF HiGHEST STORY IS LOCATED LESS THAN 30' ABOVE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS 11) ej29TAI'3LE FIRE EXTINGUISHERS SECTION 9@63 - PORTABLE FIRE EXTIN63U15H1ER5 ARE To BE INSTALLED. SEE LOCATION ON LIFE SAFETY PLANS III) FIRE ALARM AND DETECTION 5Y,O19MO LSC SECTION 303.411 - A MANUAL FIRE ALARM SYSTEM SHALL BE INSTALLED. FBC SECTION W12.112 4 L5C SECTION 30.3.4B SMOKE ALARM$ SHALL BE INSTALLED IN AND IMMEDIATELY ADJACENT TO SLEEPING ROOMS MEANS OF EGRESS FLORIPA BUILDING: CODE GRAFTER 10 AND NFPA 101 CHAPTERS i AND W 1) OCCUPANT LOAD OCCUPANT LOAD PER FLOOR SAILFISH 2ND FLOOR - 5142 S.F-1200 = 29 OCCUPANTS 5AILF15W 3RD ; 4TI-I FLOOR - 55W 5F_n00 - 28 OCCUPANTS MAHI-MAHI 2ND, 3RD 4 4TH FLOOR - 655S BPJ200 ■ 33 OCCUPANTS OCCUPANT EGRESS WIDTH FOR STAIRS: 03 X 33 ■ B.S. OCCUPANT EGRESS WIDTH OTHER AREA: 0.2 X 33 - 6.6" TWO EXITS ARE PROVIDED. i l} MQUItt>O M1Ni1 U W 12Ti13 FBC TABLE 10202 CORRIDOR 1N DWELLING UNIT: 361r EGRESS BALCONY: 36" BASED ON OCCUPANT LOAD FBC SECTION 1010JJ EGRESS DOOR MINIMUM: 34" EGRESS DOOR PROVIDED: �If 8XUV - Pro Resistance Ralings - ANSKIL 263 CartlRed for United Suatea BXUV7 - Fire Reslstance Ratings - CANIUL"W Certified for Canada Ossign N& 04" OCIWer 10. 2017 TABLE 722.2.1.1 " 1 MINIMUM EQUIVALENT THICKNESS OF A CAST -IN -PLACE OR PRECAST CONCRETE WALLS, LOAD -BEARING OR NONLOAD-BEAMING CONCRETE TYPE MINIMUM SLAB THICKNESS (inches) FOR FIRE -RESISTANCE RATING OF 7 hour V12 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 5.7 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 For SI: I inch = 25.4 mm. Nantmenng )call Rating - f and 2 hr (see lteme 3 and 5) lftei"tes suds produole shag bear the UL ar OUL CastlBcaiion Mark for ludsdictine empl rirgg the NL or COL C&OWheaaon Isuth es. Canada), rasyvecllvety. 2 W. ConGgtiraW A is - ----- 4 s L� s ) 21*. oxisgumion 5 (R, sj� 21 �6 2 Hr. t.oiWaatilton C 1 81e91 Floor and Gelling Runners- (Not SPWm) -Clrsl"nel shaped, 31M ex Lida by 9 1l41n. deep, lshnmNclfro min 20 PASO R0.0379 in., min harp metal 1h;c1oms)g6mncad steel. Altadred 10 toot and Cd4fl g nsih Steel fasteners spared 24 in. OC max, 2. Steel Studs - Channel :Taped MbFknted from min 20 N$G corrojfon.prokCkd orgair skef, 3-112 In. mkt Mditl, min 1.1t2 in, Ranges and 19 in, mtum, spared a maid 16 i.. OC. Studs frUl-,M No flow and casing mnrem. $tuda t0 be owl V11 to W4 im lase than aesemaiy nelgt"L. 3. cemerdld s S..kar UAW - W In. w5fE in Ric#, appfi.O Wrtltaly or hodxrntslly nth vartinl tents cerdarsd river shwa, fastened to afuds Arid mnnan with pprmalon mmatan L, dha mierad, r0ol wafer head wows wM a minimum [lead i5amelar Gf .400 %ch. Fornmboadng 6y6L@M. fattened b stains Wd bctp ntnners WIM the uppenaN:anus placed V2 in. to 2 in. bdf the bodom edge of the leg of the tip rurmer. Fi i-W juirls need nW ha baslooed by Mamie. 1 Hr Sy.ham - Shrews shall f 4 min 1.114 m long and aruced a max of 8 In, CC- All vartca l lolMa staggered ire stud cavity fmm gvp-ara+" bored vsrs.W Jodms - ma.1ir-1la side of studs. HaromMl ttti;e yinin and II MOT tal butt pills no oppaara sdee of MLds need not be ara0garM. 2e4r System • Fnr tub base lever m Cmfigurohrm 8, are x ahae he min 1-iM in. long and spaced a max d 12 n. OC. For tho faro layers, screws shag be 1-W Ln. long and spaced a mx 48 In. 00. All face layet johns oFsat min t2 In, from urWerlysng haea ley"Intl- Jons it oltw layer mead not be staggered from joire on On upposlfe Hde of the we M, UNFMF l STATES 13YPSUM CO - Type UCR 4. Batts and Mankole - shin 3 in lt4ek mlrraral wool insulaLbn bath, frk_1h 4itLwJ between studs INDUSTRIAL INWLAVOR GROUP L L C - Type SAFE JOHNS MANVILLE - Type SAFE ROGI(MaL - Type AFB THa WAMBER M -Typa SAM SAFE FF a. G wn Ek*H-- 2in, M,ck v41h s were or to e-ad li cal o hwiawnal with ve cal I p ad Vert f d ants Cerhtaretl oyef Ea103. Florfzmta rAB need net lla backed 0 fnaml - Faslma@o wRh T S 12 avows. 1-Hr a[em - Ffr yanlcat a ILuU n Wstenad to C1uds and runFiere ntl T 1 YPF P ad9asr ape "Y Y t }al PM o I Y rt9 YF'o sY In. I ed mez a n. DC a! vediral ed a and x soap cell 521n OC tuna Fkld. Fa Fh xstonlas kcalun last fo studs and inn s wlh 1 In. fin ac I or>8 a�� apse edge. P ape eruad g caws apawd max 6 n. OC Verteal johns staggered one stud cattily tram tenant hoard vwlcar lohla eat vppael"a side IN studs NOr¢ontal edge jrNMe all huiiOmol NO JoMts on oppoal® Srde9 eF stud. need net he wnggemd Mr System - Bast Layer with an ovgr"yypewm floe rd tat. layw. tnWied wllh 1 ir. ong spews &paced max 16 in.00 La 0, d. and wnnnm Base layer with on overlying cement board faW lay', fsarahed with 1 In, long straws spaded FnAx t2 in, 0C to Saida and mnn erm. race ku"O 1RBtoned with 1.5M M_ hang Anon: spaced max 18 0- OC to etude and mamma with xrers offiel8 in. from fare layer screw.. Fare layer pints offset mil I21n. from base L.yer)Orrts. Aoimis in either layer Woad Mbe @Laggrned Iran Joints pn law oppasifa side of dv wit VVhan raaad In wldiha other then 4S In., gypsum panels to bin installed Wumte ay, CGC END -Types AR, C, WAR, IP-Xt, F-X2, WC -AR. SCX. SHY. SGX. ULX. USGX, WRC or WPv (Joint tape and compound, 110mrs fs and 7, opt anal for nacre with Type USGX), LIMMID STATES GYPSUM 00 -Type AR, C. FRXA IP,AR. IP-A 1, IF-X2, IPC AR, SOX SHX, ULM, ULX. WRC, WRX., USGX (Joint tape and caenpowd. Rana S and 7. oOonel Fnr y "im Type US'GYJ USG BORAL ORYPfALL SFZ LI.0 - Types C. SCX, $GX. USGX (Ja1n1 tape and cclrpowd. 1lorrra E and 7, wiionai for use whh Type IJSC'.4 USQ MF-L'" S A DE C V - Typ 5 AR, C, IP-AR, IP-Xl, IF-)UIPC.AR 3CX. SH9. ULK U90X, WRC, WRX {JoM UpH and w pound, ,Hams 9 and 7, oytkna9 for on N9tn Type USGki. Sk Gy$nw Board" -- (As an altem eta to Item 5 may be Lied as the t.. layer on One or hMh aifa- of %till. Far direct attachment mnyj - Rom d8 M, rhtk bad bred gypsum perms with beydced, square or lapared edges, appled venrc Hy. venmei pints a tared error st ft aM staggered nun 1 alyd oe [y on opposRa sidasof aluds. Wallboard setraed 0 studs with 1-JA in. tong Typo s-12 9L9al awawa rpoced S In- Or at perimeter and 12 in. OC In thn Aald. RAY$AR ENGINEERING CORP - Type RB-LBil 58. Gypsum Board'- [As an attemsta In Itsm 5 may b. used es the bwe Layror on one or brAs sifts of WWI. For deed Sttachrr-L anty J. Nominal 5ft in. thbk lead Decked gypsum panel; with beveled, agnara or taporad edges. @Dplltd vorticalr, Vertcel joafW oantoad over awde and ela99ared min 1 alud CaWy an nllp']Slte -idea Or 51u15. Wmlb� Rid sCtured to aaldb with 1-t12 in. Long Type S-12 (or 08 by 1-1A in. long bugle head Rip dnlkr) aged screL:s spared 9 in. QC at padmetar and 12 h OC h d's r: Id. NEW F; GLAND LEAD BURNING CO INC, DBA WLC0 - Ndoo 5C Gypsum Soard' - (As an @110M w to hem 51 For Dilred Applleedoh to SRa de Orly- For We as the base layer or as the fx .layer. N= SA In. lhtck lead backed grypoum panels w m beveled, square ortapered edges, applied �iAcaky. Vertical jahtts G&rwed O"r shads and alaggm.d mm 1 stud cavity wn oppo ila Slams of studs- Wallboard Secured ig muds with I-Va In. long Type S-12 crud strers spaced B In. OC a1 parknew and 12 In OC In ma raid wi Arw applied as 111e bees layer, When apood as the few layer -wow le n•h W he Inueased to 2-172 n. Lied badsn strips required behind r.,bnl jcinrs of lead badkied gypsum wa114w"rd and opriarraI at w,aining stud IocaMdts. Lead baten strips, mil 2 in. wide, max 10 8. kmg ox9 a max thidrnasa of 0.140 In. plaoad on the face of owds and allacifad LD 9w stud with tm 1 In. 7[ahg Typo -8 pen head sred Km-. am: m the tap d the ship and one at the b.*- d he drip. Lead discs. max 5M,+. dam by max R140 in, ihck umpraswun fitted or dhared over the screw heeds- Lead baLlan a1r1w and d" to here a pudly oFg9.$g5 madtrg the Fedorat speacation OQ-L-20I i, Gradaa -B, C ur D' Faannms mr face Iayar gypsum panels J item 5 j YM9n Maki tad Doer land backed boa rd to be mn 2A P2 in. YAYOO INDLWMES INC - Type X-RRY $hiekfed Gyp-ua" 5D. Gypatnn Board'- ((As p atamata to hums 6may to u d as the base layer on one of ba8" $idea of wall, For direw a mchmem oruy)) For Giant ApptloeLkn to S1t.ds Oruy- Rom 5ft in. thick lead backed gypsum panols Mh haaekd, square ortaparod ado.. applied vmtcally. W rim.1 prds to lumd aver studs and etaggerad min i stud eaylly 0n apP0110 Cld"s Of SLUdL Watboald Secured to Mtna ntm 1-114 Fri. I..g Type &12 Asel aclawe.pit d 8 ML OC at permeter aria 12 In OC In the AeO. Lead baton sMpb. min 2In. wide, eatx 8 h long mW a max thickness of 0 14 n ylarad on the face. 01 anrd., and Mla Zto fhe stvN win mn9twtic , ad}rsha and i-I in. long Type 812 pan head sled straws, era ai tare top of the ship and vita at eta bottom of the S16p. Lead dlsm], n Ift f W81n. dfam by rFlau 0.085 In. thlCk. Colgt&GrJm Liss or adierad War the sc . heads. Laed batten amps and discs . W have a Petry of 09.9% meeting she Federal spWfikellmr 00-L-20t f, GmAs'C'. Fastener. for face layer gypsum panels ptem 5) when inablled Vy Iaad baokad beard io be min 2.112Im Type S-12 b ve head stool. RADIATION PROTECTION PRODUCTS [NC - Type RPP - Lead Lined Drywall 8. Jotntc - Cayomd wth glass Abor mesh tape and kkt modlAsd Poland psi (m.d., ❑r baaarFaet. wType I oMsria adhesive 7. Joints ---ONO layarededge gypwm board Is uw, lace layer Jot nla covo red with joint Ganpounn and paper taps. AU tin igtsnLne. gyyleum Yenaer p4mter may lie appled to the andre Stirtocc d Gamdlad veneer hnsaboerd mlh joints minfo i. Wheo sqo "dga gypsum board's ad.d, boatmen of polnls Is optonai. S. Vapor RSterdaF, Wa1w Barrier aMather Resmtl" Itan1w- (OptlanM - Not shown) - As r@epirod. g, Lad Batt.n S01ps --(Not Shown. Fa use WW Item 5A) - Lead hattan tuba, min 1-112 Irk wide, mare 10 fi lung WO a max Inlcknma of 0.125 In. Slips placed an the interior lace of studs and attadiod from the exterior r- of Lie awd with twin 1 h Dry Type 5.12 par head steal rr✓aws, ane at the top 0th L hp and Ora al the bolmm Art m eirip. Lead betion stdps to have a puny of 99.9%=iib"g Ure Federal ap..Nt Arm QA-L-201 F. Grade -C". Load ltatt@n M ps raWlFed behind mewl jMts of lead backed gypsum wagboard (Iffim 5A) end qAm k at nemstxng stud locafmns. Required behind vertical janis, 9A. Lead Safben Slrlps - (NA Shown, for use with Item 5C) Wad b.U.n ruler„ 2In. nid%max 10 R keg with a max 1*krwsa vF-Of40 In. Stdds placed wI lire fooe W etWs ax1 and W. to tho sM wlLh SITS min. 1 In. lung nyn. Typo 8-8 pen head aleel sc,mB, we at the top of the strap all or,o al ma hotlom of tha strip a wah one min. i in- tong min. Typo 9.8 pan head 9"1 screw at 010 Lop 01 the strip. Lead halm strips tv have a pun Wof 99.E meaning to Federal specirinabpn QQ-L.2011. Grados'B, C DF D'. Lead hatlen {Jape roWlrad betlnd verdral Jrdnts of lead hacked gypsum kMtnord ("hem 5) and CfMmg ar remalftg Wald lonW& 10. Lead Bias or Tabs -mot Shawn, For uae Wth Ain BA Usedin Ne u of or n additinn to the lead batten strips i twin 9J m opfienal at ArborI ns -Aiax 3f4 n_ diem by max 0.125 in. mlcklead discs. mwreWon ltled or adharod Wa r Baal ecnlw heads ar max 1 f2 In. by 1.114 in. by max 0.125 In. thide. raid leba pkurad on typal boats (Item 5A) underneem aF ew location prior to Um inNtalletim or 1he.r-rews. Lead diasor tabs to have a {.unity pf 129.9% mewling the Federal bpeciflcalion OC-L-201 f, Dade "M 1 OA. LWad Wsts - (Hoff SNc . tun visa VA" Mm SC Mier EO6 n. diem by max G. 140 in. Hack lead discs conax"sl" fitted a adhered over sieW scree heads. Lead cfi a to have a purl* 911ag,5%, Matlrg the Faderai SP"Cation 00-L.2g1 f. GM60 "B, C or l7-. 11. Wad Bitten Strips -tNotshown, For LJM WAR tam 5B) Lead batten a1rim.2in.wide, max 10 A long with a maxlhicknass or 0.tit In. Sutra placed on the Face of atuds and ab dc ,l 19 the 0ud with two mini la long min: Type eS4 pa n hold 91neremewo, one at the lap of Ma strip and one at fit. botom or the aMp or what ane In, 1 In- Iwtg man. Type s•B pan Mod stet screw at the top Gt the amp. Lead F lien wbip. b� have a panty of 99 9%-eeetinq the Fedeal ap,edfi�rcn r1Q.L-20t f. Grad.'C^. tsad batten sups mgWred behind v�arkO Joints of lead backed gypsum w itboard Lem 5B arhd Iona a[ rvmatal studlaa[larc. [ 1 op ng stud 12. Lead Tat& -(Not Shorn, Far Uae AM Ham 5B) 2 in. wWa, 5 In. Iwo alth a max MiGknes- of 0142 in. Tabs MCUM-Mil -nd Pant[ fa 9 d Stud, the ahrd folded bark nege, all ttvl badh few oL the atud. Tabs mQuI ed at aad,location where a earow {mat aftFae gla gypsum bw1J@, tam 581 wlf par"wLrato the steel stud. Lead Labe to have a puro or 99.99t mealing ate Federat eporAvaton 00 L-201 f, Grede"C". Lead tabs may M held in place VAM star"dwd adhesive tape R nacassary. ' Indlsalw buen prod ucta see 11 beer the UL or WL Ceclihcatlnn Nark Pot lurisdetiam employing the UL or ctaL Certifitmion (such as Car -do mope ft-ly, Lau Updatactw eon-10.10 BXUV - Fire Resistance Ratings - ANSIIUL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CANIULC-S101 Certified for Canaria 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 - CANIULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. K913 September 14, 2009 Restrained Assembly Rating-1-112 or 2 Hr. (See Items °I 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. 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 weiaht of 145 +1- 5 ocf. Minimum Slab thickness and reinforcement rover described in the tnhlw. helow- Min. Concrete Cover Over Restrained Unrestrained Positive Assembly Assembly Min. Total Slab Reinforcement. Rating (hr.) Rating (hr.) Thickness (in.) (in,) 2 1-112 6-1 12 1 2 2 6-112 1-1/2 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 318 in thick "PVC" or steel brackets. Thp maximum amntlnt of tilhinn shall hp riafinod ac chnwn in thin tnhlp h rlw- Max, Density of Tube per ft.3 Restrained Unrestrained of concrete Assembly Rating (hr.) Assembly Rating (hr.) (in .3) 2 1-112 13 2 2 13 UPONOR WIRSSO 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. -3140 Pi Id 35" "-' Mint_ to Sec i10 i cxt t tisn r r 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. ❑LDCASTLE T 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. 318 in. thick, of not less than 2-114 and not more than 3-112 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster - Add 112 hr to Classification if used, Attached to concrete blocks (Item 1). Folow A♦r 1 I■ ' Il v; 1 �I ■ I < J Q Q via Q U Q Il.l 09 t*! !FL Z L) U I..i.J Z j U CCLL �.L REG. B898 • <� • O w ■ yin 4 H � � a r� x C-) k-l-I Fr■Mlr� �' l Q 4. Foamed Plastle-- (Optional -Not Shown) -1-112 in, thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). REVIEWEDr • r ATLAS ROOFING CORP - "EnergyShield Pro Wall Insulation", ""EnergyShield Pre 2 Wall Insulation", EnergyShield CGF Pro and EnergyShield Ply Pro W CARLISLE COATINGS & WATERPROOFING INC - Type R2+ SHEATHE FIRESTONE BUILDING PRODUCTS CO L L C - "EnvergeTN Cl Foil Exterior Wall Insulation" and "EnvergeTM Cl Glass Exterior Wall Insulation" HUNTER PANELS - Types Xcr-Class A, Xci 286 RMAX OPERATING L L C - "TSX-8500", "TSX-8510", "Thermasheath-XP", "ECOMAXci", "Thermasheath-3", "tDurasheath-3" CODIE CCU. ST. LUCIr : Bu(;c THE DOW CHEMICAL CO - 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 I 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 polylsocyanurate composite foamed plastic insulation boards, nom, 48 by 48 or 96 in. RMAX OPERATING L L C - "Thermasheath-SI""ECOBASEci"r "ThermaBase-Cl" 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 2018-04-09 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. r 0 W 00 Z 0 rn Ln r• 0 a J CODE REVIEW FOR CRISTELLE GAY CONDOMINIUM .SCOPE OF WORK CRI5TELLE CAY 15 A CONDOMINIUM DEVELOPMENT CON515TING OF (2) FOUR-STORY STRUCTURIpS, WITH (3) FLOORS OF RESIDENTIAL CONDOMINIUM UNiTS A60VE A (I) STORY PARKING STRUCTURE. SAILFISH 15 A S-UNIT BUILDING WITH 3 UNITS PER FLOOR CONNECTED BY AN EXTERiOR WALKWAY AND A SINGLE ELEVATOR ABOVE A PARKING GARAGE WITH (S) PARKING 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. SITE AMENITIES INCLUDE A POOL AND A RAIBED WOOD DUNE CROSSOVER WiTH INTEGRAL GAZEBO. CODE REVIEW REFERENCE CODES FLORIDA BUILDING CODE SIXTH EDITION (201-1) - BUILDING FLORIDA BUILDING CODE SIXTH EDITION (2011) - ACCESSIBILITY FLORIDA BUILDING CODE SIXTH EDITION (2017) - PLUMBING FLORIDA FIRE PREVENTION CODE SIXTH EDITION (201-1) FAIR HOUSING ACCE5315I1-ITY 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 S-2 LiFE SAFETY CODE SECTION 618 RE51DENTiAL AND CHAPTER 30 - NEW APARTMENT 5UILDING5 SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY FLORIDA BUILDING CODE CHAPTER 4 1) SECTION 4016.4 - PARKING GARAr;E- THE PARKING GARAGE MEETS THE DEFINITION OF ENCLOSED PARKING GARAGE AND SHALL BE PROVIDED WITH MECHANICAL VENTILATION 5Y5TEM AND AUTOMATIC SPRINKLER 5Y5TEM 11) SECTION 420 - GROUPS-2 INDIVIDUAL DWELLING UNIT SMALL BE SEPARATED BY FIRE RATED CONSTRUCTION. UNITS SHALL BE EQUIPPED WITH AUTOMATIC 57RINKLER SYSTEM. III) 5ECTiQN 54 - °+tali-11!ING POOLS AND BAIHIWa PLAC3 5 DESIGN BY OTHERS. DE5f6N AND CONSTRUCTION 'SHALL COMPLY WITH TH15 SECTION. SEPARATE SANITARY FACILITIES ARE NOT RIEaUIRED ACCORDING TO SECTION 454.1.6 EXCEPTION. GENERAL BUILDING HEIGHTS AND AREAS FLORIDA BUILDING CODE CHAPTER 5 R-2 OCCUPANCY 18 TYPE lil-E3 CONSTRUCTION 0-2 OCCUPANCY 15 TYPE III - B CONSTRUCTION 1) BUILDING HEIGHT - TABLE 504.E MAXIMUM BUILDING HEIGHT: 60' ACTUAL BUILDING HEIGHT; 48'-2" i1J ALLOWAMLE MAXIMUM STORIES: 4 ACTUAL STORE5: 4 INCLUDING PARKING 111) A O - BAlLF18H: 16,000 S.F. PERMITTED (BASED ON R-2) 6032 5 F. ACTUAL MAHI -MAHi: 16,000 S.E. PERMITTED (BASED ON R-2) 1200 S.F. ACTUAL IV) T MINIMUM REQUiRED &EPARATION: I TOUR ACTUAL SEPARATION; 2 HOURS TYPES OF CONSTRUCTION FLORIDA BUILDING CODE CHAPTER 6 CONSTRUCTION IS TYPE ni-B 5PRiNKLERED 1) 1 01 PRIMARY STRUCTURAL FRAME - 0 RATING BEARING WALLS EXTERIOR - 2 HR INTERIOR = 0 RATING NONPEARING WALLS AND PARTITIONS No 0 RATING FLOOR CONSTRUCTION - 0 RATING ROOF CONSTRUCTiON ar 0 RATING FIRE PROTECTION SYSTEMS FLORIDA BUILDING CODE CHAPTER S AND NFPA 101 A FULLY AUTOMATIC, SPRINKLER SYSTEM WILL BE INSTALLED THROUGHOUT IN ACCORDANCE WITH NFPA 13R I) TA 1 5Yr 2TEM5 - SECTION FBC SECTION S053.1 - STANDPIPE NOT REQUIRED BINCE FLOOR LEVEL OF HiGHEST STORY 15 LOCATED LESS THAN 30"ABOVE LOWEST LEVEL OF FiRE DEPARTMENT VEHICLE ACCESS 11) PORTABLE FI XTI 5ECTION 906.3 - PORTABLE FIRE EXTINGUISHERS ARE TO BE INSTALLED. SEE LOCATION ON LIFE SAFETY PLANS 111) iAND 12ETECI:JIQN SYSTEMS LSG SECTION 303.4.1.1 - A MANUAL FIRE ALARM 5T5TEM SHALL BE iN3TALLED, F-BC SECTION W7.2.11.2 4 L5C SECTION 303.4.5 - SMOKE ALARMS SHALL BE INSTALLED IN AND IMMEDIATELY ADJACENT TO SLEEPING ROOMS MEANS OF EGRESS FLORIDA BUILDING CODE CHAPTER tO AND NFPA 101 CHAPTERS i AND 30 I) OCCUPANT LC7AD OCCUPANT LOAD PER FLOOR SAILFISH 2ND FLOOR - 5142 SP./200 = 2"3 OCCUPANTS SAILFISH 3RD E 4TH FLOOR - 5593 5.F./200 ■ 28 OCCUPANTS MAHI-MAHI 2NID, 3RD 4 4TH FLOOR - 6559 8.R/2200 33 OCCUPANTS OCCUPANT EGRESS WIDTH FOR 5TAIRS: 0.3 X 33 No S. OCCUPANT EECsREOS WIDTH OTHER AREA: 0.2 X 33 = 6.601 TWO EXITS ARE PROVIDED. 11) I MINIMUM WIPT FBC TABLE 1020.2 CORRIDOR iN DWELLING UNIT: 36" EGRE55 BALCONY: 36" BASED ON OCCUPANT LOAD FMC SECTION 1010.1.1 EGRE55 DOOR MINIMUM: 34"f EGRESS DOOR PROVIDED: 3611 13XUV - Fir, Rea is ranee Ratings - ANSUUL 263 Certified for United Stages EtXUV7 • Piro Resistance Re bngs - CANJULC,13i 01 Cartirtod for Canaria - Design"U404 Odubar 10, 2017 NerrbesAng wall Reting -1 and 2 Hr(see Itame 3 and m k allestoa such pra l-te shall boar lb. UL or cUL Cer(luc mion Alark For jurbill.irons amploylrtg the LA, or cub CsrilNsarkM (such as Csr[sdal, respectively, yIl- ib J 7e ja :Ate r. �i 1. steal door and Col line Ru nnare - (Hal S'nawn) -Channef airapsd, 9•1ro21n, wide by 1-'U4 in. deco., radicand from min 20 M913 (6.0329 in, min bee metal tNdmees) gahranked meal. Attached to Ow and Dolling v41h steal favienera epacad 24In. 00 max. 2. Sl®sl studs - dlannel shaped. fabdwlad from min 20 MSG swrwlonirrWe tad orgati steel, 31n In, min w'cdlh, sin 1.1R In Monies and 1141n rerun, spaced a max air 16 in. or, 54da 4letlon-911 inmfloar and cdllrq rumors. Studs to be cul Sib to 9i41n. Was than assennblyhaght- S. CemenRUalm Hooker- Units' - V21n. or 5A in. Nita, applied yerlica5y or horizontally with vertical joint. cantered Dyer studs. Fastened Io studs and -nons wan corrosion sae We nr, chartered, robed wafer head acrawa w4h a mirilmum head diameter of ADO Inch, For nonbaaring systems, famoned to eWds and Mitorn runne ns wqh the uppermost straws pfaced 1l21n. b 2 in. b►aow the bodem edge at the lag nl the top mrin,r. Horimntaf joints rued act be backed try framing. 1 Hr System - Screws shall be FriaI - lid In, long and spaced a max or 9 in, CO. All vertical jonts slaggorod oner3lud Canty Frpn gypsum haeid vernal joints on he cMusb side al sv ds. Hotneonld edge juhth and hormoMW butt joints an oopos6a a ides of anlds need not be staggered- 2-Hr System • Fa the base sayer In CpAllWatlon 0, the screws ins! be min 1.1A In. to rg end Spaced a max W 12 m. OC. Far the lace layers, %maws frail be 1 Va In. long and spored n max of B In. OC. M lace t9yerjoima offsol min 12 in from underlying bees, 19yerjoAls. Joints In elthei War need not be staggered fro.jYAs on one cipporae ride of the wee. UNISEX STATES GYPSUM CO -Type CC6 a. Beirut and Blankets• - Min 3 in. thick minoral wool Im.lstlen bstla, Mction-lktad baNraan sSJdc .. I NIM5TRIP.L INS ULAPON GROUP L L C -- Typo SAES JOHNS MANWLLE-Type 6AFR ROCKWDGL - Typ , AFB THMMAN SEA INC - Type SAFE, SAFE FF S. Gypsum Board- 579 In. Nick. with square a laperad es, gas, applied verllcolly W hor-17 ally with radical J6Irxa owlFarad War studs. Hod2arrlal joints need not be hacked by framing. FeAli-d with Type 9-!2 we" 1•Hr System - For we.rlinal appllcetlgn, fastened to elide an it runiare with 1 ir:long scrrwre spscad max a k+. OC st vertical edges and spaced max f21n. 0C b the gold. pot hwitarlai appAwlloN faslenod to studs and mnnenF with 1 in. long screws spared max 9In. DO. Venial Joints slag god arse sled do'Aty from camam board vortical Joirns on opposta side dalWs. HgdmbeiI edgB junta end Nor k l9l bun joints on apposite atdea or studs need not be staggered. R•Nr Syatime -'Rasa layer with an owertti rg gypsum hoe rd face layer, fastened Will.1 In. long stews apel';ed max IB In. 00 to mtuds and runnsm. Base toyer with on awadyAg cement beard Laos layer, faillenad whir 1 in. long screws spaced max 12 In- CC fa studs end nm cress Face layers fastened wtlh 1-Sfg In, long strewn Spaced max 16 hr. QC to studs ercl rur near Y* h acrems, offset a In. from race layer snows, Face layer jdnis ofr%et min 12 In. hem bete lays, JolnlE. 40nor In rUnhar layer need, sit be staggered fnm Joints an IM onp ?W Elie of the well, When used In.,idths other then 48 In., gpywm panels to be Inralled rxnmnteey. 00C INC -• Type. AR, D, IP-Aft, M LX1, IaX2, IPC-AR, SCX, SHK 0GX, ULX, U89X, WRC tit W RX (JOlra tape and compound. ILama E mnd 7, optional ip.,a with Type y790X1. UNITED STATES GYPSUM CO - Type AR. C, FR%-G, IP-RR, 115•%1, IP-X2, IPC-AR, 8CY, SHX, UL IX, ULX, WRC, WR](. USOH JJdm nape arid cVmpcund, dims 6 and 7, optional fo, um with Type USG]() USG SO RI,L DRYWALL SFZ LLC - Types C, SGJ SGX, USGX J Wnl two and com ptiurd. peens 9 and 7, aplkxnaI for use with Type US". USG MRXID0 6 A DE C V -Type6 AR. C, IP-AR, IF-X1.1P-X2, IPC.AR, SCY, SHX, ULX, VSCGX. WRC, VYRX I.1an[ tape &ad ccmpaurd, Ileum 6 end 7, opllomel for nie wjdh Type USGxj. 5A Gypsum Board'-- (As an alummo to Clem 5 may be.sod the base toyer an one or both tidOo of wall. Fat direct anaehment only) - Nam 5Je In, thick lead backed gypsum wnelo with pa bewaled, square ar to red edges, applied rnrticafru., VerdrAr Joints centered aver studa and aleggered Fri in 1 stud , ;sway on cpp.gA. and as oI studs, Wallboard secured to studs with 1.19 In Iong Type S•12 sts, 9cre n spaced el in. OC at partnater and 12 in. GC In the field. RAY43AR I_FIGI N FE R INC £CRP - Type RB•LBG 66. "r000!n Based' - (As an alternate to tens 5 may be used as one base IayaF on pea or both seas of wall. For inrec aHahmml: ally]. Nominal 5%e m. thick lead lb -lied gypsum panels Win llBveled, agVan dg qr WOBW mas. appled vwlcelly, Vertical Johia Centered pyer surds and staggered min 1 suud awlty on apposite, sldas or.tuds. Wallboard secraad k. Studs with 1.1l4 in, long Type S-12 (or A'6 by $-1f4 In. long bugle head foe drllar) ate, scroyoi specad 6In, QC At perimeter and 12 In. CC In the rold. NEW E NGLANi7 LEAP SU MNG CO I NC, DB A NELC 0- Nolco 5C. Gypsum Bbe,d' - (A. an .Ramat. tq tam S i For fl irect Applksll- In Sb di Cnly For See as Ina base layar or a i the face layer. Nom tiJ6 fin. think laad bsckad gypsum panals with be waled, aq.- or iWared edge a, as plied wodialry. Verna* Mm. centered war stud s and afaggerad min ; start ca tty on opposNe .Mee of studs. wallboard aacur8d In studs win 1.5J8In. feng Typo S•12 steal s;rlfwa spouse! 8In OC at perimeter and 12 in CC In the ilokc when applied as, Grit base gayer. When applied ea the race layer &crew larrglh to he Incraosed rri P-V,$1, Lead ha@er, atHps required behind vassal joints of lead belied gypsum walltuamM and option, at rarraalrang sLud Id®llPHS- Load peman ZliVG. rrin 2In. wide, max 11) ff lorgi wwn a max NcIL-.ess of 0. 140 in. play -ad on the face of studs and attached to hra SW wltn goo 1 in. long Type S-0 pan hand sleel screws, one of the top or One slap and are al the bottom at the strip. Land dlacs. max Brie In. clam by mac 0.i4G In. thick. compression flitted For sdlr Bred vvar pia screw heads. Lead Limas tfdps and 0- -.. here a purity of 99 5%meetng ilia FaderN spisaftarlon pQ•L•201 It Grade. "a, C cr D". Fasteners for Pecs layer gypsum pe note (Ifarm 6} whan Inslallad overload badked hoard to be min 2-1I21n. M AYCO INDUSTRIES IN C -Type %-Ray 5111elded Oypau m 50. Gypsum Board'- (;As, W allil to Ileus 5 may be used ON has base laywon one or both skis. of 'air fWd:rM.t alfacn moot oriyj) For Olrecl Apptoe6on to Studs Only- Noon Erg In. thick lead backed gyMm Wale wdh beveled, square w capered edge., applied werically. Verttcnl joints centered pvEr studs mid staggered min 1 stud carlty on oppoeile aides of .title. VNallboe'd secufod [d swtlo an 1•114In. long Type $-12 Bleel spews almond 8 n.00 at perimeter and 12 In. OC In thhe Auld. Lead beLan sbips, min 2 in. wide, max a ItINV with a me 6 Icknass ol 0 14 In, pieced on the face of Must and Moored 10 mo stud with omatrucoan edhecva and two 1 In, long Type S- 12 pan head efealspews, pea of!inn 6w o!Ne slop and ono et t,e trollonhINthe strip•Lead d4u,namkTer Gca In. diem by mans 0.6951n. Ihick Campm ion ntPnd dT adheml over the ta,e r,ea 09. Lead be non strips and d1aFs to have a purl ty qF B9,g% mae6ng the Federal spactice0m 00•L-201I. Grade "C'. Fasteners for race layer gypsum panel. ONM 5) when 6eiaked aver bead backed board to be min 24Q In. Type S.12 bugle hood Miss AADIATIQN PROTECTION PRODUCTS INC --Type PPP - Lead lined Dryrwall S. Joints -Cq Nrad with glass fbar mash lope pod latex modified Portland cement mortar a ba socoal, or Type I organic adneEfw. 7. Joint. - When taparad edgo gypsum hoard Is used. raw layer Jolrkm covered MN Joint wmpwnd and paper jape. A. an akerne le, gnmum ven.ar Plaster may be appl ad to the arm re sur!eae of Clasasted vanper haeptrpn rd with fogird reinforced. When aqumr dge gypsvm board la used. treslmant of Junta ire opgan al. P. vapor Palo rder, water Barrh r or weather Rest sure Earrlw-ICptonar- Not warm( -As required. 9. Load Baton Strips - (Not Show r, Far use With term W- Lead batten aIrlpe, eta 1.1r2 in. wide, max 10 It rung w.il, a max thickness air 0.12$ h. 61ripo pieced on the Interior face of atice and areached from the exterlor ra us of the stud wIn r io 1 In. long Type 5-12 pan head steel ocre s. pre at the top or the strip and ore al the bolt]m .1 the strip. Lead bellow ships to have a punhy al99,9a, maebng the Federal ape cation 00-L-201f, Grade "C Ladd oration atnpo ter(uE9d behind wrilWj foin[e or?eacr backed gypsum --bland (Item 5A) and oplionat al remaining stud k-klans. Required behind Yekcal JoMta. 9A, Lead Bauer Strlpa- (fiat Shorn, for use with rem 5C) Lead b~ mMps, 21n. w1de, snap, 10 t lonp with B max Ihlcknesa of .0140 In, Slrgas plead on pia ram of elude and attached to the sad wim twosin- r In. Long on. Type $-8 pan heed steel straws, a e A the lop or the. strip and me At the bdlrbm or the ship or With one min. 1 In, frog min. Type S-0 pan head surel apraw al the top of the atrtp. Lead bottom sLTlpm to have a purity at S0.5%maelfrq Bhs F-aderal spod6ce[hn QGQ L-201 f. Grade. ^B, C or U'. Lead harms strops ramilred behind 1ertleal joints d lead badred gypsum rvallbosM [Hem 5] and 1XNfonal at remalnlrq a1W topatIcer; 10. Lied Ofsca or Tri - (Not Shown, Fp, use W9rh Rem 6A) - Used In Ilan of or In %drill to the land hadarl SUtpa (ltmm 9j or optional at alter locations • Max 314 In. dlam by max 0.125 in. thick land discs compmaahn lined or 9dhemd over stool screw hea e a max. 1Q tn. ry 1.106 In. by min r 0.125 in, thick lead toba piano on gyps inn boards (I Lam 5A) undarnman screw lcxsa6ons prior b the holailtallm of the screws. Lead claps or labs to have a potty of 99.9%meeting the Feder%; spec6tcaS9n QD-L-201 F. Grade rC 10A. Lead Of ics - ININ Shown, far Use with I[e, SC) Max Sry6In. dorm W max 0-140 in- nick, land Nicompression filed or adho and eVnr Waal screw head., Laud dl.cs 1. Elewea polity bi M 5%maeltng pie Federal Spa rMitaticin QQ•L-Wlf, Gra Ift'B, C or ET ,,. Lead Bed.n Strip. - (Nit Etown, For use Win Item BE) Lead batten shlna. Z Inad we. nlax lhk*ne 101t long Wih a max ea or 0. 1421n. 8Mp6 placed on lie faaa of sL.ds and attached fa the stud with Iwo min. 1 lm long min. Type S•S pan head steel straw%, on at the top ql the strip and we at Ib-e boner, bt ere atrlp or with ono min, I In, long min. Type 8-8 pan head stool screw el rho top or the strip. Lead banter, stripe to have a purity of 99.9% meetng Lha Fadaral SpenYtc9lten Q.4L-20tf, Grade 10^- Lead batten snips required behl no venlcal pints of lead Lucked gypsum weliboard (Ram 6B) and optional ar remaining stbd locations. 12. Lead Tab%- (Nal Shaver% For 000 with Rem 5B) 2 in, wide, s In. long with a msx mloknesa of 0.142 In. Tabs frce iction-M arou no Iron Taos of stud, the scud lidded back Gang a• and the back faof Ow crud. Turbo required at each fopation whxa a screw (that secures the gypsum bmrda, loin 561 will psilasago the stool stud. Load tabs to have a purity or t!9.n rmadr-q Ina Fedora{ spedhcsilcn 0Q-L•20if, Gredo'C'. Lead Labs may be hold In pace with standard adhesive tap. B necassary. • Ind loalea each wasimera %half bear the UL or eI.L Cannixot oo Mark for Jurtadctl ant employ Ing tM UL w oUL Cort6calfon (such as Canada), map ecWply Las( U peeled an 201 T-to- I o BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CANIULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSifUL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CANIULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. K913 September 14, 2009 Restrained Assembly Rating - 1-112 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. 1. Normal Weight Reinforced Concrete -- Reinforced slag and beam designed in accordance with the current ACI-318, Carbonate aggregate, minimum compressive strength of 3500 psi., and unit wuinht of 14r; +1- 5 nnf. Minirnum Slah thickness and rPinforramerlt rnvar rlacrrihaei in the tahlp halnw- Min. Concrete Cover Over Restrained Unrestrained Positive Assembly Assembly Min. Total Slab Reinforcement. Rating (hr.) Rating (hr.) Thickness (in.) (in.) 2 1-112 6-112 1 2 2 6-112 1 - 112 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 poiyethelene 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 1-112 in wide by 318 in thick "PVC" ❑r steel brackets. The maximum amount of tubing shall he defined as shown in the table below - Max. Density of Tube per ft.a Restrained Unrestrained of concrete Assembly Rating (hr.) Assembly Rating (hr.) (in.) 2 1-1/2 13 2 2 13 UPONCIR WIRSBQ 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 U} t3 M Issass- U U W Y � Z I Q U Cl OC IL�o �� Q Bearing Wall Rating -- 2 HR, Nonbearing Wall Rating - 2 HR. V (50 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 BXUII 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, ti , C-31 �1 �i. 1. Concrete Blocks" - Nofninal 6 by 8 by 16 in, hollow or solid. Various designs. Classification (2 hr). See Concrete Blocks cateslory for list of eligible manufacturers. ANCHOR CONCRETE PRODUCTS INC GAGNE & SON CONCRETE BLOCK INC GLENWOOD MASONRY PRODUCTS Allowable compressive stret,s 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 Ailowable compressive stre!,s of 75.6% of max allowable compressive stress in accordance with the empirical design method. 2. Mortar - Blocks laid in f All bed of mortar, nom. 318 In, thick, of not less than 2-114 and not more than 3-112 parks of clean sharp sand to 1 part Portland ce 3. Portland Cement Stucc{s or Gypsum Plaster - Add 112 hr to C4assification if used. Attached to concrete blacks (Item 1). 4. Foamed Plastic* - (Oplional-Not Shown) - 1-112 in. thick max, 4 ft wide sheathing attached to concrete biocks (item 1). ATLAS ROOFING CORP -- "EnergyShield Pro Wall Insulation", "FnargyShield 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 - "EnvergeTM CI Foil Exterior Wall Insulation" and "EnvergeTM Cl Glass Exterior Walt Insulation" HUNTER PANELS - Types. Xci-Class A, Xci 286 RMAX OPERATING L L C - "TSX-8500"r "TSX-8510", "Thermasheath-XP", "ECOMA.Xci"` "Thermasheath-3", "Durasheath-3" THE DOW CHEMICAL CO - Types Thermax Sheathing, Thermax Light Duty insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Boardr Thermax Wt Insulation, Thermax Pius Liner Panel, Thermax Heavy Duty Plus (HOP) and TUFF-RT"" ci Insulation 4A. Building Units - As air alternate to Item 5, min. 1-in thick polyisocyanurate composite foamed plastic insulation boards, nom. 48 by 48 or 96 in. 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 c l j------------------------------n r-------------------------------- I I I I I I I I I I I 0 L-----L-r------ r--------------._—__--------- I ! P I I ! o MAHI-MAHI GARAGE FLOOR PLAN LIFE SAFETY PLAN LEGEND ravrCar�nMc+�[i�c rpr�p�wue4nprl iV4T LIGW MXn405 lase M MC14LPMAWP1 W M-AMEral++D IM C-�! 6 L0. CLA86 /SAC MRtt VMPLkWTW/parMW r eAC3QAafWE QLZCrMC W �Q FM ALAMI WAL Nod!! N li MOM OW WA= M72, IA:WT W! IMAMA'Tr [See ['] � ALA1f4}4LL arariare TeACPar MAH I-MAH 1 (12 UNITS) -LIFE SAFETY PLANS SCALE: 3/32"= t '-D" ------------ ----- � I I I i I I I I I I I _J MAHI-MAHI 4TH FLOOR PLAN (PENTHOUSE) MAHI-MAHI 3RD FLOOR PLAN imtl 04, W � C 7Q Nw W W N © J IL W J7J mw z J Qa w� Uw 0W �a J w[�? LLLL z U U W V y U cc L.L. REG. 6688 ci Z Z lu ]� O a _ a� Qo 0 0L, ❑- UN 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. w 10 LL <0� Z -------------------------------- ------------------------------------------------__ I I I Y I I I I I I I R I I I I ! I I I I I I I I I I R I I I I I I I I I I I f I I I ! I I I I MAHI-MAHI GARAGE FLOOR PLAN LIFE SAFETY PLAN LEGEND wIr.A.rM rM &CM MW WROWATM EXrr LICWr F'Dtr Wg f6MZ ELMCMCAL 6RAWrHo Ma �CL E6 L0. CLAW Al+C F4aE &M-LIQW WIBATTERY 5,A=c IF. f$U 9°r'TRWAL1 "MA1AWCOMWOIl116 &AWAClMML1dl4TW1 5AMAV 5A0*)P-(*Eri ©' RRA ALAMM PGLL MAT04 MJKL MCA4] MAHI-MAH[ 0 2 UNITS) LIFE SAFETY PLANS SCALE: 3/32"- 1 '-Q" I I I I I I I _J I I I I I - J MAHI-MAHI 4TH FLOOR PLAN (PENTHOUSE) MAHI-MAHI 3RD FLOOR P H 10 10 4A co Li]J L I © J LL m W V J Q Q W U w O n � ❑ Q J ui ❑ z u u W SL � z I < u If a: IREG. EE99 1 �y (A yy +CD CP co 57ATE P0,4Z:) A- 1 CP MEAN NIGH WATER L1NE �- 0.41 NAVE) 198e C� 1.W NGYO i929 �] C� Q NLD WLO �10 m [D I dJ 7 LL I I w d w Z J Qa w° vw Dw ❑ J d J w � U. O �3 IL z W U w z 1 U 4,L REG. 8698 lCnc>wc d z w U m rn a V w� H_: 0, ARC 1 1 I f C l 'V RAL SITE PLAN 2E SCALE" 11T"20' OJ 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 e--f rr} w 0 15bf'_Dl" Pi'-10' 17-o" T-l" 'T._ . W-10" IV-9" T-I. 2'-I0" 2'-10% XW 'W I'd 31'_4" 3`-617 3 A3.]} A3.11 I 1 I I [���J G/ 1 11LJ tiJ 1 I • .r-______ ___-.__._..� rrr _ I I __----._-__ may, ill I LI IT- IiI 1Vi I 111 111 �I !; - 111 III rr w � 1� IiI �I I� I d I j I I I I ! I I � _ 1E1 I f ] r� - �� �I 111 P 111 rr - �� I I l I I� E II I tl i Ild 11 Ill 11 II III i 2E II II 2� III I� - lf! II II - �I ! I f 1j 11 III I L.� .- ! I II I J L`- II - T I TT" I 1 l___J I I I f i l I! 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MAHI-MAH[ 4TH FLOOR PLAN (PENTHOUSE) PARTY WALL AND FLOORING SHALL BE INSTALLED TO COMPLY WITH FBC SECTION 120-7 ALL INTERIOR F-IN15HES SHALL COMPLY WITH FBC TABLE 803,11. A 3�a-4w b„ 3b,_b. 3b, ax Look 12'-10, M-5" 71-1" 7'-1" lb' -IPA" 12'-OJ" 1 '-2" 3 -6" 91'-4" 2'-dr" _b■ 31'-4" -10" '-1�" 31'-4" 2'-b" 31 -4Y � 2 A9 1 1 R3. t 1 I � V �J 0 ti J lJ (D (D �J � I ^ = ��1 - rr r ! � 4 IIII li II I �] .... I r�l 11 I - II II lit L� - -�J 1 1 I j I I I I L� 11! III I I I I I I III III r---� I Y I Ir---li 111 r=--� 1 1 I IE_ �I E I E I I I 1 I I I I I I I III r- T� r•-�=-� I p{ III Imo- �I Y� ,I III I I I E LIT_ ' 3G 1I 11Ifi Iri -- II I I I III III 111 IIC I I I 111 II I I II II I I I ]13 III I 1 p l I II \1 11 L=�J 6 i ��� j I r,�----- I I I I • r- r/ I I -----"�- r- I r I k I li 11 II .I II 1� L_ ! 1 ,. r -� 1 { % v __Ir --� L----- 11 11 \ f -------.-_J L. -- I` r � ----------- � , r 1 ----------, ------� �_---_-1 I I p f 1 I 11 p L ! - I I p �_--__J E J I! ----- _ ! 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A AHI-MAHI 0 2 UNITS) FLOOR PLANS SCALE'. 1 /8" 1 "-0!' 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. ST. 0 to N 1113 I � IA . ao d J I I > IL � e >t •-- ill e Z J Q a w U w D W D 1n LL z (0 U f.Y j cc cc IL.� FiEG. DDJB i L � o � �a H Ci] t--1 0 p-1 I D 0 Z Z w � Q�W� h-=I. Q p D Q 0 p = €� C]L_ N [p- a 0cv w IN Q7 z � ►�'7 IN I m V q 9 9 a0 0. 16`-10" !a'-9" ra'-a" IT-61' T-1" T'-1' 16'-10" 13"-6" 31-6" 3 I I I I � 1 I m a0 I Irtil Lr--r� I ! I I I I --------" Fr--r� �l LL V I III L _ =JJ III LL� - 111 I I I I III III III III p I III _ IIl I I ! 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I I 1 1 r�-W RW.L. -� J �I I -,-------------'- I w rr-1� I I ii II rrF- I --L----- ----- LJ LJ---------_ F II ll I I - I 11 III III 11 III IHI II I III III I I I �I I'I�JII L� I .._� I I II II I I I ll l III i �I IlLvjll I� - III III I I II IIL�fI I� 1 I -------- � � r --- --- � � -� r--� `� ✓'--�,; - ,'--- ---- 4-- Z� � � III _ - ---- - ---- � � �' I i I !/ fr�-ti [7 % 11111111HIIIIIIIIIII I ! 1 I I I 1 �_-- 1 ---� ELEV i ELEV 2 STAIR 1 � � � I � � � STAIR 2 _ - rzw� - .� n I W 3'-4" t3' t3'-0" B" t3 B'-rD" 8" 6" 3'-4' W-4* W V-4" b"-A" Im'-11" 3-6" 21'-4^ B=6* 6'-I;" 6°-S" V-4" W-T" 150'-0" MAHI-MAHI 3RD FLOOR PLAN MAHI-MAHI 0 2 UNITS) FLOOR PLANS SCALE: 1 /8'"= 1-Q" T-W COPYRIGH These w� to {U to _ i Q Cl 1 H l0 to m CE > tL ? IL W d w Z J Q � W U 0 0 W 7 u _a ®� _1 L�3 U- z W u W z u 111 11 ■ w H CI] C) )fo > NO MAHI-MAHI (12 UNIT,S) ROOF PEAKS SCALE: 1 /S"= 1 '-D" N I�0 U(0 r W LO Q io 03 ❑ J ] LL W d w z J 4 � W D Z❑ a IJ.,��` p�J UL z W U U y U If cc 1.L REG. 9996 • 0 z �i U Za A U a z H H z t REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY � � RCCC 0 COPYRI+GHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. EL ��� �•� Q Q N v LZ p ON MAHI-MAHI UPPER ROOF PLAN MAHI-MAHI MAIN ROOF PLAN MAHI-MAHI (12 UNITS) FROOF PLAN SCALE: 1 /S T r—oo r COPMGHT 20 These aria < � .1 N LD h LLA I Lk] In rr O] 03 p _1 III 7L- Lu dW Q Q W uU 0 W k© F- LU D LL del k1 z Co u u I u rr I.J. REG. GG9® a w w p r _. - -- - - - I I i I F I I I I a EXERCISE ROOM - ` I I I I I I II L—�.. �.. w--------------------------------------------------- STORAGE STORAGE STORAGE LOCKER LOCKER — LOCKER �€-4ie I EXERCISE ROOM FLOOR PLAN SCALE: 1/4 T1= 1 1_011 EXERCISE ROOM REFLECTED CEILING PLAN SCALE: 1 /4"=1 '-0" TOILET FLOOR PLAN SCALE: 1 /4'"= 1 '-0" ELEVATOR LOBBY FLOOR PLAN SCALE: 1 /411=1 -0" ENLARGED LOBBY CEILING SAILFISH GARAGE PLANS CONTINUOUS LED 5TRIP LIGs 4 FULL CEILING DETAIL(—,� SCALE: 1 1 '-0" .30 CEILING DETAILr2�) SCALE: 1 "=1 '-0" �,3 CEILING DETAIL 3 --) SCALE: 1 "=1 1-0" �.3 CONTINUOUS LSD 5TRIP LIG{4T Z.I A CONTIN1.101.15 LED 5TRIP LIGHT 4 y na ag AL Wa .23- 12%.. d ;.' K1 ... C EIL1NU DETAIL( 4 -� SCALE: 1 1 `-0" l .30 CONTINUOUS LED CONTNUOU5 LED STRIP LIGHT "TRIP LIGHT b' 6' 4' 14" 6" 7'-0' b" 4" I"-21" 4" 6" I. CEILING DETAIL-5 SCALE: 1 =1 T-0" 1 .30 a. ELEV 1 & TRASH RM. FLOOR PLAN SCALE: 1 /4' 1 '-0" ELEV 2 LOBBY FLOOR PLAN SCALE: 1 /4" = 1 " 0" ENLARGED LOBBY CEILING MAHI"MAHI GARAGE PLANS_ C COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.G. lu ID rW 4R pJ a w �' I W iw J d < 11.1 Q 0w Z d J � I � W 1010 W IL z U U z < U If rr U— REG. 6699 U� �g O r'" Q � U�w W o ED NPL_. COUNTS U a E OD w v - 0 N OIL r-4" AFF. 2'-0'r . GLG. HEIGHT d4' OL GLG. HEIGHT CL'6. WEIGHT .0 GI_G.. HE IGHT OL GLG. HEIGHT .rn . . 8'=8" AFF. .. .. .. GLG, HEIGHT .. oL n. GL.G. HE 1dH r . GLG. HEICxHT ` - . 4 F_ r-Ln, WF InHT GED MASTER )OM CEILING MASTER CEILW, ENLARGED ENTRY FOYER CEILING � SCALE: 1 l2" = 1 '-9" .3 8 REFLECTED CEILING PLAN SCALE: t I4"=1 -0" N� W W � li] 7 Q COW m 10 C] J JW m w 2 J as w° UCc ow Z ] a W J I UJ 11 I W I < U LLREG. 6698 I � 1 I h�1 i 1 E C.L.G. HEIGHT +43'-a" AFF. GLG. HEIGHT +W-4° AFF. Cl.-G. HEIGHT �rrhh V l a z a Ix REVIEWED ST. LUr,�-�E -f U 13C 2ND FLOOR UNIT D PLANS C COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. Those original apartment design plans are the exclusive property of Cardinal ocean Development L.L.C. z 0 w 11 ION 0 w QVW� U wed t� +-� `tom i Cho Wra=c� ❑ U ❑ U [V 0 W ' CD C] 10 cLr- ui is-iur FLOOR PLAN SCALE: 1 /4"= T '-O" +9'-4"A.FF. GLG. HE16HT 0 +8"-S AFF. GLG. HEIGHT 9'-0"AF.F. GL(S. HEIGHT ENLARGED MASTER BEDROOM CEILING SCALE: 1 /2"=1 "-a" ENLARGED FASTER BATHROOM CEILING SCALE: 1 /2"= 1 `0" ENLARGED ENTRY PLAN SCALE: 1 /2"= 1 "-0" ENLARGED ENTRY FOYER CEILING SCALE: 1 /2"= 1 "-Q" REFLECTED CEILING PLANT SCALE: 1 /4"=1 101" Cd LC i 1 r Lo En q �r Ul rrEE (j J LL LU d W V Z J as w0 vw ❑ C) Q � J wLPL z U U W �L U If LL REG. 9B9S U Q va C CLCs. HE ICzHT AL +s'- a H A.F.F. Cl-G. HEIGHTOIL �...� GL(S. HEIGHT L) 1�4 a z REVIEWED FL-,-P. CODE COMPLIANCE ST. LUC , COUNTY BCC 3RD & 4TH FLOOR UNIT D PLANS q—Ur x KIWI i zu t is LAXDINAL OCEAN DEVELOPMENT L.L.G. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. o Q z w C) co �• 0 4 t„ W � w [Li F- .� rt 0L- U L. 11— ©N z co LL n-I —ff FLOOR PLAN SCALE: 1 /4"=1 -0" OIL I -A" AFF. "F EIGHT ,Sl it CLG. HEIGHT of S'- S" AF.F. CLCm. HE IGWT CLG. HI=IGHT srt OL CLG. HEIGHT ' v �r�l�rr a 1v,2u rr06 ra 8'- 8 "• AFF. CLG: HE 1GHT S.f-4".AFF.. . GLG_ NE IGHT +9'-4" AF.F. OL ' CLG. Hr=iGHT F SG� lad r-i �I ENLARGED MASTER BEDROOM CEILING SCAJ--E: 1 /2 1 '-0'' CL<�. HE I.GHT •CLG. HEIGHT:, ENLARGED MASTER BATHROOM CEILING SCALE: 1 /2"= 1 '-0" AL +9'-4" AFF. CLG. HEIGHT +S "- S " ,A.F.F. CLG. +HEIGHT GLG. E IGI-IT 0 REFLECTED CEILING PLAN SCALE. 1 /4'f � 1 i 011 a ENLARGED ENTRY FOYER CEILING � SCALE- 1 /2 1'-4" �4O M La N I[] i � U W @ i LO In 'T q3 m p J ]Jw ® w Z .J B Q wcc n fj p w CI Z ] ID J w wJ J I— U U W U C1 11 ILREG. 6698 p + p w i z C/] o a 0 W x z REVIEWED � CODE OMPLI N C ST. LUCIE ' BOCC UNIT E PLANS z 0 w 0 0 ZCD w w� �n U ❑ p G L, U LE ❑ !' U N ENLARGED ENTRY PLAN SCALE: 1 /2"=1 '-0" V 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 N7 L V A 0, a m 1 h r-2" 9 171-rp11 e'._:.' M _J - I I — I I I r4l 14'-ll r r------ -- I i l l 1 fV I GREAT ROOM M.B EOPP001 M - I I I I I a L.---------J I I I Sr-c117rr I2'-1" 2'-4°' 51-2rr I I I i IIII I III — I I I- - ------I I I--- -------- I r------� I I L--- _—.—_I, �.� I 1 1 1 1 I I It --------------------------- //'77�� r I �------------------------�Q"L y �+e,'-o,, 21-®fr I R V VHIm ISKI CHEN GLOS_ __J I 4PP 111 rrr1 " —� -10 L 0----------i 24 l 1 �., DINI G ROOM 1 21 I LL i I PANTT2'1' OVEN REFRIG _ , I 11 23 Ilk I — )�-4" -------- 2. GL 2" 2'-11' 2�a P 1 4 tr W i' I B I H — Y- " 4 3'-2"% 1 i I1 — 5r-2,P I I 1 n 1 r rP I I L lr 11� I I r _ 4-9 4 r ' $- 4 3-4 24 22 EfJW II. '-6 3'-Illr 0 3+_p++ 31HER _g'' Lr-=-E=- -T=; [4 RYER i r I !I) r — 24 r ti °P i; FOYER `` _ P. RM BEDROOM r ` 231 � I --_ r �, ,`. '� i i WH 2r-2"1 + tfi I �� �� — rr t _ _ f 23 B5' T P-21r 4111.. .4' FLOOR PLAN SCALE: 1 /4IT= 1'-Q" ai i 4 "- 7 n ANiFFFFF s(} iv at-air I'-8Y 4'-2Yrl 35'-1011 ELEV g'-211 m ffJ CLG. HE IGHT +13'-4" APP, . �... 4� CLG. HEIGHT OL GLG..H1=1CsHT � .. oL �. CLG. HEIGHT . *W-4" AF,F. CLG. HEIGHT - gW-4" AFF. OIL G HEIGHT _ CLG. HEIGHT 6 -8 ". A,FF. W-O" APF. 14F CLG. HEIGHT CLG. HEIGHT $'-4".AFF. 1 OL w CLG. HEIGHTot . +V-4" AF.F. CLCs. HEIGHT ` J' 4% '.2 44' in 21-01'._ CLG: HEIGHT ENLARGED MASTER BEDROOM CEILING SCALE: 1 /2"= 1'-D" (P SEE CE I L 11_5 3EGT ION FOR DIMEN5ION5 AN>_7 HEIGHTS S'-4" AFF. CLG1 HEIGHT CLG: 'HEIGHT 8 °-0" A,FF. CLG. HEIGHT 2P-3. I 1 r— 6 ri , Sol, ENLARGED MASTER BATHROOM CEILING SCALE: 1/2 IT= 1 1_Q1' oL 6'-2 " A,FF, CLG. HEIGHT OL CLG.. HEIGHT- ' /. V-4" AF.F, " r—Lr HEIGHT 0" A.F. w ry CLG. HE IG T .y' 2 grl 21 - Iwo I B,r r . cv E W-a"'AFF.� CLG, H4EIGHT ENLARGED ENTRY FOYER CEILING REFLECTED CEILING PLAN, SCALE: 1 /41i= 1'-C7" CLG. HEIGH +g1_4,r A.F.F. CLG. HEIGHT ".++rCU Ll I _ <w i Lj a T u 4 1 • � as w❑ 0w 00 Z Q J WLL z 1 U e " z + U If El LL Rr=G, 669E i 1 � a 1 1 1 � � U � C) C) -4T a p d a z Con CA z U REVIEWED FOR,W CODE Ci Ml LJ, 6. 4CE �, < ST. LUCIE CCU ATY U V� E4CC UNIT F PLANS ❑ ❑ w OD 0 w���_ Q M ® O 0= ❑tL U ❑ ❑' U 64 ENLARGED ENTRY PLAN SCALE: SCALE: 1 /2"= 1 '_C)r. COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. w wLL V 0 ❑ J n.-, 1 —rr +15'- 4 " APP. CLG. HE IGHT +3'-4" A.F.F. CLG, HEIGHT � jj4$'-8" -Arr-. . CLG: HEIGHT. -CLG. HE IGHT +9'-4" AF.F. GLn. HE InHT CLG. HEIGHT ' 0 21- l m rr 1 r_ 2 ff. rjk.r rr +8"-8" A.F.F. CLG. HEIGHT CLG. HEIGHT 91—o" A,F.F. 8'-4" A.F.F. CLG. HEIGHT GLd.. HE IGHT CLG. HE IGHT 8'-4" AF.F. � CLG. HE16PT AGED MASTER EOM CEILING P-0 t I 5EE CEILING SECTION FOR DIMENVON5 AND HEIGHTS 1 MASTER J[ CEILING FP 'qVCLG, HEIGHT CLG. HEIGHT r �.r rr. ` eil We REFLECTED GELLING PLAN SCALE: 1/4"=1'-0" ENLARGED ENTRY FOYER EILIN SCALE: 1 / 2"=1 '-0'' k A _mm to W to r Wto fA � p J 7LL �I W 111 � J ,a Q w U w ❑0 a J ��j L.�..1 U o3 Q7 LLL. z w U w z U CE fT LL REG. 6698 CODE C'O PLI ` N' ST, LUCIE CW6 BCCC 2ND FLOOR UNIT G PLANS COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.G. °°°Z0 F�c L) C1 N +9'-4" A.FF. j4 GLCs. HEIGHT GLG. HEIGHT rr GLG. HEIGWT • .CLG. HEIGHT +9'-4" A.F.F. GLG. HEIGHT +9'-4" A.F.F. GLG. HE IGNT ' yr-��er .r ir_2r7 Air n 6 I.. GLG. HEIGHT L.G. HEIGHT V-0" AFF. V-4" A.FF. GLG, HEIGHT HE16HT GL.G. HE ICxHT a r .2 L- 101I IF[. I r-. !r S'-4" AF.F. GLG. HE i6HT AGED MASTER EOM CEILING I,oI I 5EE GE L ING SECT ION FOR 0 IMENS IONS AND 4IGNTS �'-S" AF.F. GL.G, E-4ElCnHi', CLG. HEIGHT cv f , CLG. HEIGHT ! 7 "- 8" A.F.F. GL.G. HE idw Al MASTER !I CEILING 0 GLG. HEM -0" AF.F. .�� LG.1-I^EIGHT 8'-4" AF GLG. EIGHT GLG. HE I HT SfJ .' ENLARGED ENTRY FOYER CEILING (- SCALL: 1/ 2'2 = 1'-O„ n REFLECTED CEILING PLAN SCALE. 1 1 n'r._ 1 -0" a, N ILA 6 `. r InU) ID 63 © J 3JJLL W mw z J as w� CC 0 LU z9 a W J w LL z U U w U cc If 11 REG. 6858 �Q .o w z d W l� V� O F--e N u � r� L REVIEWED FOR 101 CODE COMPLIANCL H ST. LUCIE COUNTY POc 3RD & 4TH FLOOR UNIT G PLANS d 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 z z y 4 3 L) w � 0 CCU I0 C) aN C] - ❑p U a M w SOUTH ELEVATION EAST E L E VAT I O N WEST ELEVATION ill i", i0s +44'-4" (563' N.A.V.D.) TOP OF PARAPET +40'-4" f 523' N.A.V.D.) MAIN ROOF SLAB +29'-a" (41.1' N.A.VD.) FOURTH FLOOR BLAB - PENTHOUSE THIRD FLOOR °SLAB +13'-a" (21.1' N.A.VD,) 5ECOND FLOOR BLAB *0'-0" (12Z' N.A,V.D.) FIRST FLOOR SLAB - PARKING NORTH ELEVATIOlei TOP OF STAIR ROOF CURB +40'-4" (52.3' N.A.V.D.) MAIN ROOF BLAB +29'-8" (41.1' N.A.V.D.) FOURTH FLOOR :SLAB - PENTHOU51 THIRD FLOOR BLAB +5'-8" C21.i' N..4.V.D.) SECOND FLOOR BLAB i0'- 0" C 12.0' N.A.vD.) FIRST FLOOR SLAB - PARKING +44'-4" C563' N A.vD.) TOP OF PARAPET +40'-4" (52.3' N.A.V.D.) MAIN ROOF BLAB +29'- 8 " (41,'T' N.A.V+V,) FOURTH FLOOR SLAB - PENTHOIJ5f +I V-8" (31.7' N.A.V.0.) THIRD FLOOR $LAB SECOND FLOOR SLAB 10'-0" (12.0' N.A.v.D.) FIRST FLOOR SLAB - PARKING +4a'-rJ" (60.5' N,A.VD.) TOP OF STAIR ROOF CURB +44'-4"(56 3' N.A.VD.) TOP OF PARAPET +40'-4" (523' N.A.VD.) MAIN ROOF BLAB +29'-8" (41Y N.A.V.D.) FOURTH FLOOR SLAB - PENTHOUSE THIRD FLOOR SLAB +9'- 8" C2I X N.A.V.D.) SECOND FLOOR SLAB *0'-0" (12.0' N.A.V.D.) FIR5T FLOOR BLAB - PARKING w-- N f[0 U d' H � N � Q7 < �w p J 7J U. LW ® W Z J Q Q W U a: 00 Z] Q � I I LO J W LLLL z (J F— U W III V z I U fT IREG. 8E98 ■ Q r w cr O a REVIEWED �U- E-• I� r� Q ST. LUCIE COUNTY O Z Y v Q W W N '1 U = U Q C7 0 L.' U Lam. 0 . I MAHI-MAHI EXTERIOR ELEVATIONS SCALE: 1 /BTI= 11_a,. (0 COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartmeflt design plans are the exclusive property of Cardinal Ocean. Development L.L.C. f— W [� 'W ■ vJ 0 T6F OF P,� +40'-4" f 52 MAIN ROO# 4T�4 FLOOF 3RD FLOC 2ND FLOO1 CSAR.��SE F s r� ■ TOP OF PARAPET •~ OF WALL ROOF SLAB f I�I�IFIrE I I %9 4TH FLOOR SLAB ----- 3RD FLOOR SLAB ----- ND FLOOR SLAB — GARAGE rr~ SLAB EWE %071!�I��� �it�I I i ' A Y ALL ROOFING SHALL BE GAF EV'Ef�sUARD 60 MIL FLEECEBACK WHITE TPO FULLY ADHERED MEMBRANE OVER CELCORE R-19 LIGHTWEIGHT INSULATING CONCRETE. ROOFING SHALL MAINTAIN MIN 190 Q }'4."/FT. SLOPE. PROVIDE WALKING PADS TO ALL ROOF TOP 190 EQUIPMENT. ALL FLASHING SHALL BE STAINLESS STEEL. TURN TPO ROOFING UP 12" ABOVE TOP OF CANT AND 81=CURE WITI-€ 3.8. TERMINATION]BAR, 9N5T4L L STUCCO A 4 K JOINT. CTY ) STOP AN TUC:CD ABOVE CAUL S P AND YEB R P v.. COY IN-ING OYER DINING GARAGE SECTION r2 N io L] 4 W ID 10 O] M ElIJ w � w J 4 < W ❑ 0 0 C) W ❑ Z ❑ to J i iI LL LL U U e U z < U 01 cc U_ REG. 6688 con W F t� W a ALL ROOFING SHALL BE GAF EV£i-sUARD 6D MIL FLEECEBACK WHITE TPO FULLY APHEREM MEMBRANE - - - -- -- OVER GELCORE R-IS LIGHTWEIGHT INSULATING CONCRETE. ROOFING, SHALL MAINTAIN MIN Y¢"/FT. SLOPE. OP OF TPARAPET - C� �.4 PROVIDE WALKING PA©5 TO ALL ROOF TOP EQUIPMENT. ALL FLASHING SHALL BE STAINLESS STEEL. -- -- . , . ti ,... a +44'-4" ,44'-4" (86.3' N.A.Y.D.) ---------- -- _ --_ +44'-4" C56.3' N.A.V.D.) TOP OF PARA'I= ET TOP OF PARAPET TURN TPO ROOFING UP 12" ABOVE TOP OF CANT AND TOP OF PARAPET SECURE WITH 5.5. TERMINATION BAR. INSTALL STUCCO STOP AND STUCCO ABOVE BAR CA{1LK JOINT. (TYP) I +4 -4 f 52.3 N.A.Y. r :. 0 D �„ I^1AIN ROOF SLAB ,. w GREAT RM A4O GREAT RM GREAT RM SL - ALL WALL WITH INt1=RIOR SPACE BELOW FINAL GRADE SHALL BE FULLY WATERPROOFED WITH SHCAPROOF A-05 FULLY ADHERED MEMBRANE (TYP) B RM DINING GREAT R +2 V- a" C 41.rt ° N.A.YD.) 4TH FLOOR SLAB C-BRM DINING GREAT R A�4 -- 3RD FLOOR SLAB REVIEWED FOR H CODE r%r'%i'APLIANCE ST. LLiCIE COUNTY B 2 FI RM DINING GREAT RM BOCC I _lu ----.----- F<< 11 HIM -----_ 2ND FLOOR SLAB f.�.. ; GARAGE FLOOR SLAB _�- L''• ` SECTION ION 3.1 JALL WALL WITH INTERIOR SPACE BELOW FINAL GRADE SHALL 8E FULLY WATERPROOFED WITH A 51KAPROOF A-05 FULLY ADHERED NEM15RANE (TYP) ❑ d z 3 w 0 art w o I w �, � so t F. ❑L_ 0U_ O QN MAHI-MA.HI EXTERIOR ELEVATIONS .7C!'t4-..I 1 18" 7 .-0" Q COPYRIGHT 2020 ORDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardin] Ocean Development L.L.C. r� W co L J SLOPE 5TUCC0 TO INTERIOR OF PLANTEFZ STAIR 1 SECTION (7� SCALE: 3/8"= 1'-Q" / - 1 1 STAIR `I PLAN -ROOF SCALE:. 1 /4"= 1 1-0" �;TAIP 1 Pr AN - ATH F1 nnR STAIR `I PLAN - 3RD FLOOR SCALE: 1 /4"= 1'-Q" -- ---- �qTAIP I P1 AN - qNn Fi nnp? r-.--. - • — — 1 - STAIR 1 PLAN -GARAGE SCALE: 1 /4",-- V-O" STUCCO CAP 4" CANT STMF W1 aTUCCO STOP 4 COUNTER FLASHING +4'S'-8"ril.i'NAYDa R!OOFIW; OVER TOI'" CfG I°ARAYET TAPERED 1 lBLILAT[ON ELEVATOR MACHINE ROOM THRESHOLD OVER FLASHIwa CH 12' HIGH CONCRETE CURIB LIQUID ArrLfM VIEMMANE FLOOR - COATING 4" X 4. STANLESe 8TEEL GUMM 4" X M" CONCRETE GAP WI 1 04 BAR CONTINUOUS 4" CONCRETE MASONRY WALL /- %" 5TUCG0 ON BOTH 91DE5. COAT INTERIOR OF PLANTER WITH LIGt ID APPLIED WATERPROOFIW3, in eL OP E BTUCCO TO F-XTERI OR FLOOR 5L,+5 4 20"t PLANTING SOIL WITH LIGHTWE1G14T (VERM(CULITE OR ! IMILAR FILLER) MIXTURE /4 PROTECTION BOARD LINER ABOVE FOAM FILL --I FILTER FABRIC BELOW SOIL WASHEP CRJJ5HE0 LIMESTONE IY" TO 2" DRAINAGE BED 4"MINIMUM DEPTH, WRAP WITH FILTER FABRIC OVERFLOW DRAIN TO 3" RW.L. BEE PLUMBIWB DRAWINGS. 18"PEEP EXPANPEP POLYSTYRENE FOAM FILL IN BASE OF PLANTER r v O FORM CONTINUOUS PRIP STOP AT EDGE OF SLAB STFELDOWN5FA BALCONY PLANTER SECTION 6 STEEL DOW�IS�DUT ROCIF COVER SCALE: 3/4"= 1'-0" TAPERED INSLLATIM ELEVATOR MACHINE ROOM SECTION SCALE: 3/8"= 1 10" 4J1, WALK - SOUTH EXTERIOR STAIR SECTION � SCALE: 3/811= 1 T_011 AA.J1, WkIJC SOUTH EXTERIOR STAIR SECTION � SCALE: 3/8"= [ •.01' A4. 1 1 5' N.A.V.D.J PALL 61 N,4 V D.J TRASH CHUTE SECTION 4 SCALE: 3/8"= 1'-U". 1 1 N C1 L] � D LO M p U 3 LL i' I W dw z J Q LU UW0 0 0 �C J w U3 SIT z U U z < U If U— REG. 6698 < t to w a Q F� U CT1 d U z 0 x ' LI A► CE H of MAHI-MAHI BUILDING SECTIONS SOUTH EXTERIOR STAIR PLAN SCALE: 1 /4"= 1 '-0" O COPYRIGHT 2020 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. w W {� ILL 10, w L . A Gi F— p!f r P1L *ToGP OF� +40'-4" (52 t•TAIN ROOF +2V-a" (41: 4TH FLOOD +9-8"(21.1 70 2ND FLOO t@`-0' (12A GaRA�FE � 1-%* ----------------------- 0) N ------------ / SECTION Tr — rr — L. 51GT CTIO ri +' ► r— C;F WZL11�►�1�I�I.�T�ii� IA ® • i/ ■ .,i, L�1�1111L�lll 5 ll�=! 10�11�M +2S'-8" (41.1' N.A.V.D.) _ 4TI� FLOOR SLAB _� +19'-8" (31.1' N.A.V.D.) 3RD FLOOR SLAB ---- +9'- 8" (21.1' N. A.V.D.) 2ND FLOOR SLAB ll Sli is®Ili t0'-0" 02.0' N.A.V.D.) . GARAGE FLOOR SLAEi --- ALL ROOFING SHALL, BE GAF EVERGUARD 60 MIL FLEEGEBACK WHITE TPO FULLY ADHERED MEMBRANE oVER CELGONE R-IS LIC714TWEIGHT INSULATIW-3 CONCRETE. ROOFIW4 SHALL MAINTAIN MIN � 5 Yq"IFT. SLOPE. PROVIDE WALKING PADS TO ALL ROOF TOP t EQUIPMENT, ALL FLASHING SHALL BE STAINLESS STEEL. IFOY Imi� GARAGE 'd .. f INING INING SECTION 31 GREAT RM GREAT RM GREAT RM SL +47-2 " (53.2' 1 T[?P OF PAR +44'-4" (Cjx^ .3' N.A.VD.) +44--4" (56 3' -TOP OF PARAPET TOP OF PAR MAIN ROOF ro I V NIP' 4TH FLOOR', A3.1Q +1V-8"(31.7' h 3RD FLOOR 2ND FLOOR SECTION ppi: AD co 10 I0 6 4 rw LD IA L co ®J 3J u- uim w Z J QQ w❑ �f 0 0 w � J WLL z 'cf) u u z u cc cc k.L AEG. EE+SE Q c� Q I� ,--4 w • ti; Q a F� H 2APET Un a z u MAIDI-MAHI EXTERIOR ELEVATIONS ATION SCALE: 1 /8"= 1'-fl" CGPYRIGH These origina �- r' -1 �`I_�'^.-�...- � .CAI �1lJy1YV \1 A�it•17 TOP aF PARAPET - I _ I IAAI ,VIlLi_^if 1,1 A r, ] I +40'-4" (523' N.A.V_P.) MAIN ROOF $LAB 4TI FLOOR SL.,45 -- 7PU3RR i'LOUR SLAB 2ND FLOOR SLAB ; RA r= FLOOR SLAB I I �----------- -�.___-�---------------� SECTION +48'-6" (b0.5' N.A.YD_ .) A�PVTIIP OF PARAPET +44'-4" (5h.3' N.A VD,) TDP +40'-4" (ra23' N.AYD.) MAIN ROOF 5L,A5 -T 4TH FLOOR SLAB -- 3RD FLOOR SLAB 2ND FLOOR SLAB -� tO'-O" GARAGE FLOOR 5L4 SECTION I.A.v.D.) PET 1 I I I I 4 Alk •'4 I'-2"{ 5S.2'R. tOP OF PARR +44'-4" r5&.3' h TOP OF PARA MAIN ROOF SL +2V-8"f 41.'1' N. 4TH FLUOR 5L 3RD FLUOR 5 2ND FLOUR 51 t0'-O" r 12.0' N GARAGE FLO, SECTION %;,; f - BOTTOM OF SLAB m 5 1� �7 fj Lil W Q 0 wQ U W 00 z< a J III W to LL L- 7 u u z < u Cc Cr ILREG Bess G� a T1 ho- MA.HI A.H I EXTERIOR ELEVATIONS SCALE. 1 ! all �= 1 10" SLOPE STUCCO TO INTERIOR OF PLANTER STAIR 1 SECTION SCALE: 3/8"- 1 '-O" A 1 1 STAIR I PLAIN -ROOF SCALE: 1 /4"= 1 -0" STAIR `I PLAIN - 4TH FLOOR SCALE: 1 /4"= 1'-0" STAID 1 PLAN -SRD FLOOR SCALE: 1 /4"= 1'-0" STAIR 1 PLAN - 2ND FLOOR SCALE: 1/411= 1'_o" STAIR 1 PLAN -GARAGE SCALE: 1 /4'' = 1 ,{j" rcnl OF PARAPET STUCCO CAP L�4"CAW TRP W ISTUCCO OUNTER FLAORWOVER ihlELiLATION 4" X 4" STAINLESS STEEL GEITTER ELEVATOR MACHINE ROOM THRESHOLD OVER 4"X 4'5TAINLE65 FL,40WW;a ON 12"HIW4 STEEL DOWNSPOUT CONCRETE CUM OP1NG OVER LICaUID APPLIED ETAFERUDD45UI-ATION FCOATING RANE FLOOK COAT -,--?.a 7 4" k BY2" CONCRETE CAP W/ 20"1 PLANTINCs SOIL WITH - -- _ 1 ■ 4 15AR CONTINUOUS l .IGHTWEIGHT (VERMICULITE OR SIMILAR FILLER) MIXTURE I " CONCRETE MASONRY WALL-- %w STUCCO ON BATH SIDES. COAT i f - E 3/a" PROTECTION BOARD LINER ABOVE FOAM FILL INTERIOR OF PLANTER WITH L 10 APPLIED WATERING. 4 ID FILTER FABRIC BELOW SOIL ca-- WASHED CRUSF+ED LIMESTONE 1" TO 2" DRAINAGE BED 4"MINIMUM DEPTH. WRAP WITH FILTER FABRIC SLOPE STUCCO TO — xTRIoR OVERFLOW MRAIN TO 3" IZW_L. SEE PLUMBING DRAWINt3. 18"DEEP E?CPaN1DI=D POLYSTYRENE FOAM FILL IN BASE OF PL NTER FLOOR SLAB ' FORM CONTINUOUS [DRIP STOP AT EDC� OF SLAB BALCONY PLANTER SECTION � SCALE: 3/4" = 1 '-011 �.l ELEVATOR MACHINE ROOM SECTION SCALE: 3/8"= 1'-0" �.l WALK T SOUTH EXTERIOR STAIR SECTION 3 SCALE: 3/8"= 1 -0" 4. �11 ,m'--T" 70 WA!_K SOUTH EXTERIOR STAIR SECTION (7� SCALE: 3/8"=1 1-0" �11 6' N,A.VJ7.} HALL impm N C3 � m owm ILo 7� �10 rr m co N p J I�� LJJ J>JIL m W z J IS w 0 a J L!J IA u_ de 7 u u LLI V < u CL If U— REG. 8898 MAHf-MAHI BUILDING SECTIONS SOUTH EXTERIOR STAIR PLAN SCALE: 1 /4"=1 -0„ I I J ! t a G �` --- _— ----------- � I � I I l a ti\ l 7 ----- --Y PAINT EP U J AINTED L� j l — GWB WB FULL MIRROR � N U) I i a PAINTED - PAINTED — i I ! l I I f DOOR GWB r\DOOR GWB MARBLE VESSEL SINKS MARBLE i 24"iB MC MG < w [t TE PERED LASS MARBLE TOP 4' h_ L0 24"TB $ wER ENCLO URE 4" ESPLASH J VE] LJ MARBLE LO _ 1 i - 44.2� 5 MARBLE .i4 (P 0 L! SI-4ELd= M 0 i' 4" BASE f------------------ L-------------------- i SPA `. .'V NIT'f r' SPA 0 cv MARBLE LPL -L F;45 _______________ kU5 —1 �}"DAGE � '+CU E ti\ �f� \fi.r Td�V wl r 'T M.:.J 11 LY FEK] J 2'-�" 2'—I" 2'-�" 2'-2" 2'-1" 2'—2'-1" Q 0 -- ------ — - 1 ------------ W 0 O ELEVATION 1 ELEVATION 2 ELEVATION 8 ELEVATION 4n La _j MASTER BATHROOM W z r , PAINTED G WB PAINTED w - PAINTED FAINTED % I FAIINNTED FULL MIRROR GWB TEi °(P GLASSMARBLE TB TB PAINTED SHOWER CL MARBLE TOP GWB - vESSEL 4 SPLASW% 4" TB DOOR U MARBLIE--, SINK 0 0 MARBLE \ MARBLE CE tit ' TPW a ' d' -' LLREG. 8398 MICA VANITY 477.�2 7 4"BASE e 4"ASE 4BS4--] ' AE � t A : I _I 4" CURB I I I �✓ I ' J ELEVATION b` p s ELEVATION 6 ELEVATION 7 ELEVATION 8 ELEVATION 9 BATHROOM 2 I I I 44,22 I I I I I I I i 14 I I r IFT — — 1 —7r--j — -10 n `tee \ yf Orr CJ5,HOC op r_'r r 4r �n ,�,It- f sr„`\�r_�" _ 1 � f O..` if WINDOW . stl c4r \�\ f�/ nl l r--------- — —, d — r �i - a I i I , PAN E 0 > OSLIDGAB -{ NATURAL = L U r i NATURAL _ � STONE SPLASH [NATURAL 5TONE �STONE 6ATURALSTONE SPLASH ¢ 1 REFRfG4-4 COUNTERTOf COUNTERTOF COUNTERTOP COUNTERTOP I I I I I I i I ©RAW --- 10 A4.22 12 rr DRA ER3 01/EN DRAWER I i I I ' 3=R DRAWER . i i?RARS DRAWERS � © it I l i 15 r44.22 DRAW I WINE r D/W i m � MICA MINA si MICAC� 2 CABINETSCA5fNETS CABINETS MICA RDRERIDRAWER CAeINET5 CABINETS RWEm I I --� �----------- I I I i I d I 2r_Orr 2r_lrr 2r_6" Ir-1 ^2,-2 rr '-® 3'—C�'r 2r—Orr r_Orr 2r_Orr 3r_Orr 2,_0" 2'^2u 3r_Orr 2r_®u j gi_r2rr 2'—An 2r_1 r+ '✓ - 6 �J 4 s4/ JJ G -t i I I I i ELEVATION 10 ELEVATION 11 ELEVATION 12 ELEVATION 18 � I z KITCHEN ST. LUI''f+COUN BOVC 1 m PAINTED I=ULL MIRROR PAINTED DOOR GWB MARBLE TCH GWB DOOR r' 1 44,22 11 24„ 4 SPLASH VESSEL NATURAL_ STONE NATURAL STONE J �,_- lti L 51w, [] COUNTERTOE' COUNTERTOP i \i ] C C51— L. f C ® 0 MICA MICA �� � ' 4 MICA - EnCABINETS CABINETS I VAN TY iPH ® W � LC 4115 .SE 4" ASE POWDER ROOM '-�rF I'-��+ o z z z �, ELEVATION 14 ELEVATION 15 ELEVATION 16 ELEVATION 17 ELEVATION 18 ELEVATION 19 � � v Q a oar - 0� � 4 UNIT D INTERIOR ELEVATIONS (0 COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. � SCALE: 3J8' V-0'' UNIT G SIMILAR BUT REVERSED These original apartment design plans are the exclusive property of w Cardinal Ocean Development L.L.C. V) U. d I I )� a r F --—--,I—II —_riI —_ —---i�—{ I IIl r— —/— fIl / / -- tlD FAINTED GW5CW13FULL MfRi OR I - - LO_ <P41NT=D PAINTED q 4 44- � 1 2 i ± i i MARBLE GWB 24" TB MALE MC MARBLE VESSEL SINKS GWB MC E` W f0 t TB Arl MARBLE TOP �„ T PE1�2ED GLASS y F ID SPLASH 24 ' B D MARBLE 9H W R ENCLOSURE L DOOR 4 ED 4.2i _____-� 1 - --1 I '� c MARBLE 1 SHELF 1 U 4" BASE { E I y LD iilto Lf tiA I ti yl r i r L---------------------� 7 I MICA r r`rr �`� . MIG�A. rrrr dti\ MICA SPA - VANITY �', SPA VANI ` `, VANITY �� ❑ 6S MARBLE _---------------------------- r,' 4 , BASE 1 TUB _� TIJB `�r/r `. rrf 4" CURB,, w 7 ' I 4 as r 2'�f�" 2r�I" �_I1�'I .y r��rr ri r_$aa 2r-(orrrr,rr W 1r �fQ W (—� < a ❑ ELEVATION 1 ELEVATION 2 ELEVATION 3 ELEVATION 4 ja J MASTER BATHROOM W RLL z PAINTED U - GWB f Y WINDOW .` PAINTED W PAfNtfrD FULL MI .' GWB GW5 Lj r� — n TEMP GLA PAINTED �E' �_ a -._. 24 B �WOWER E CL TB GWB - VESSEL MARBLETOP DOOR 24' T - ' MARBLE ��4.2 3 MARBLE- SINK 4 SPLAS a 13 U MARBLE - 1 PAINTED cc GWB - r � � 0 -1 TP�i n LL REG. B69.8 MICA ` MICA VA14ITY VANITY t` — L 1 1 4" BASE ' U 4" BASE 4"CURB 21_�rl I I'pJlr L N ELEVATION 5 BATHROOM ELEVATION 6 ELEVATION 7 ELEVATION 8 ELEVATION 9 !F-� I I lilt I a ,44.23 i I i I I I t I 14 I I I I - —3r„ r--------------- ---- / —J err/ram \o I rrr `ti g � " ♦ r`r . HOO '�'- " rf r2' 4"A Eq / m { ' SLIDE OUT I --- PAN GAB NATURAL _ r'r NATURAL. STONE �4 -t- I 1 I STONE SPLA5N �" 4 i I I L-__ SPLASH 4 COUNTERTOP I I 3 j REFRfCs NATURAL STONE NATURAL SCONE I 1 . 1 COUNTERTOP COUNTERTOP COUNTERTOP 1 DRAWERS DRAW. DRAWER DRAWER DRAWER OVEN DRA RS 11 n DRA ER5 r .\ WINE A C MICA MICA �` 61 I COO r' �. , r` `, MICA ® MICA Q MICA ► -- , CA53fNET5 DRAWER _ DRAWER DRAW CA ER fN T 1 8 E �' CA I BINET C4BfNET5 r CABINET r jj� L--------------------j 1 1 1 I -- 1 I 1 1 1 �y I — 1 I I f------------- --r I 3a_0rr r-m ar 2ry.�rr �r`-fry ill-/ n 2'_Iar 6'-01r 21-0ar 2r-IIr 2r-4n 3'— `" 2'-@" r_�'r a -a 2'- 3 -O 2 -® -d -m 4 rO 6 r n r n r n r rr r n r n Iel I ELEVATION 10 ELEVATION 11 ELEVATION 12 ELEVATION 13 � KITCHEN REVIE'>EO....@ o _ ,� CODE CCW'L iA CE H ST. LUCIE COUNTY H BOCC I T__L A4.23 PAINTED FULL MIRROR PAINTED GWB GWB DOOR MARBLE TOP DOOR 24"T5 VESSEL 4 SPLASH NATURAL STONE NATURAL STONE J � 5INK COUNTERTOP COUNTERTOP 1 .; EJ 7 1 _ tiSl f r r MICA MICA T �f MI A MICA CABINETS CAP INETS P; , V ITY r VANITY \ F POWDER ROOM °� ��4 ,{� 4"BA5E � 41 2 1^ 2 Ir 4 I - Ef 0Z4ELEVATION 14 ELEVATION 15 ELEVATION 16 ELEVATION`I7 ELEVATION 18 ELEVATION 19 W 0 Z; UNIT E INTERIOR ELEVATIONS 0 COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. r C'r] SCALE. 3/8"= 7 —0„ UNIT F SIMIL_AR BUT REVERSED These original apartment design plans are the exclusive property of w [D Cardinal ocean Development L.L.C.- 0 0 DOOR SCHEDULE DGOR FRAME YVIND PRESSURES DETAiL5 ILI [S] Uj U- u� �+ � DOOR SIZE Ct 7- tip T -7 ❑ L � YWDTH X HEIGHT THIGKNE55 N.O,A. REMARKS 1 5--0-- X 191-41, A ALUM LAM P 2 ALUM 6IAb.11 7/A6.I I &/A&.11 42/-46 60/-60 1-1-0420.12 1 2 14-10" X q'-4" B ALUM LAM P 3 ALUM b/Ab.11 '7/Ab-11 8/A6.11 40/-4q WI-60 17-0420.12 2 3 T-O" X q'-4" A. ALUM LAM P 2 ALUM 6/A6.11 -I/Ab.11 8/A6.11 42/-53 601-60 1i-0420.12 3 4 b'-0" X q'-4" A. ALUM LAM P 2 ALUM 6/Ab.11 T/A6.11 8/Ab.11 42/-53 60/-60 17-0420.12 4 5 3'-0" X 8`-01" 1 3/41" C: ALUM LAM I P 1 ALUM 3/Ab.11 4/At6.11 5/A6.11 47/-51 -10/-80 17-0504.01 -5- C, 51-0" X 5'-0" 1 5/4" G ALUM LAM P 4 ALUM 3/A6.11 4/A6.11 5/A6.11 47/-51 T0/-8O 1-T-0504.01 6 7 6'-0" X 10'-01" A ALUM LAM P 2 ALUM WA<b.11 T/Ab.11 8IA6.11 42/-46 60/-60 1,7-0420.12 S 14-10" X 10'-O" B ALUM LAM P 5 ALUM 6/A6.11 7/A6.11 8/Ab.11 40/-4q 60/-60 11-0420.12 5 q T"-0" X 10'--0" A ALUM LAM P 2 ALUM 6/As6.11 -I/Ab.11 WA6.11 42/-53 601-60 1"1-0420.12 a 10 6'-0"' X 101-0" A ALUM LAM P 2 ALUM 6/A6.11 7/A6.11 8/A6.11 42/-53 60/-60 17-0420.12 10 11 3'-0" X Y-1O'" 1 3/4" D STEEL P 5 STEEL 1/A6.11 2/A6.11 CIO 47/-51 65/--65 17-D426.02 12' CURB 11 12 5'-0" X 8'-0" 151411 D STEEL P 5 STEEL 1/Ab.11 2/Ab.11 q0 4'1/-51 65/-65 1'7-0426.02 12 15 3'-0'" X 7-0" 1 3/4'" G ALUM LAM P 1 ALUM 47/-51 70/-SO 1-I- 0504,01 15 14 12'-0" X -f'-0" 2" E 5TEEL P 6 STEEL q/A6.11 1O/Ab.11 4CI-44 60/-14 1'7-1026.18 SECTIONAL 14 15 3'-0" X 7'-0" 1 5/4" D STEEL P 5 STEEL 1/A6.11 2/A6.11 45 LATE 15 16 3'-0" X 7`-0" 1 5/4" C ALUM TEMP P 1 ALUM 1/A6.11 2/Ab.11 1 �' 17 3'-0"" X 7'-0" 1 3I4" F STEEL P 5 STEEL 1/Ab.11 2/A6.11 40 LOUVER W FU5IBLE LINK 1-7 18 (2) 4-0" X T-0" 1 3/4" G STEEL P 'I STEEL 1/A6.11 2/A&.11 q0 LOUVER I/V FU515LF- LINK 18 1 q 3"-0" X 71-0'. 1 5/4" D STEEL P 5 5TEEL 1 /Ab.11 2/A6.11 _ 1 IN5ULATED 1 a 20 (2) 2"-6" X 7-O" 1 5/4" G STEEL P 7 STEEL 1/A6.11 2/A6.11 q0 LOUVER YV/ FUSIBLE LINK 20 FULL LOUVER 21 21 7'-0" (2) 3'gni 1 5/4" G STEEL P 7 STEEL 1/Ab.11 2/A6.11 22 2"-100"' 1 3/8'" H YVOOIQ P 8 YVOOD 11/A6,11 22 23 2'-1O�0" 1 3/8" H YVOOD P 8 YVOOD 11/A6.11 _ _ 23 24 2'-10" 1 3/8`" H YVOOD P S YVDOD 11/Ab.11 - 24 25 2'-10O" 1 3/5" 1 YV000 P q Y+OOD 25 26 2'-4" " 1 5/8" H YVOOD P 8 HOOD 11/A.6.11 - 26 2T (2) 1'8'-0" 1 3/8"' J YVQOD P 10 YNOCJD 11/A6.11 _- -- 27 28 (2) 2S'-0 " 1 3/S" J Y400D P 10 WOOD 11/A6.11 28 2q (2) 3V 0" 1 5/S" J ADOD P 10 VFOOD 11/A6.11 -- 30 2'-6'" " 1 5/8" H NOOD P 8 YVOOD 11/A6.11 50 31 (2) 2'-b" X 8"-O" 1 3/8" J WOOD P 10 Y400D 11/A6.11 31 32 21-0" X 8'-0" 1 3/8" H YyOOD P 8 YNOOD 11/A6.11 -_ 52 35 1"-6" X 5'-0" 11 3/8" H WOOD P 8 YdOOD 11/Ab.11 35 WINDOW SCHEDULE X ua Ci i� kNNDOYV SIZE YNIDTH X HEIGHT A V-,2" X 5'-3" 8 (2) 5-1" X 4'-11 1/2" C 4'-5 116" X 3'-2 5/5" 5'-1" X 4`-11 1/2'. D E 2-8" X 5-0" F 1'-8" X 7'-10" WINDOW sus IL < i s 1:>25HR ALUM LAM P ALUM 2-24E SH ALUM LAM P ALUM 33HR ALUM LAM P ALUM 24E FG ALUM LAM P ALUM 2850 514 1 ALUM LAM P ALUM 51DF-LITE I ALUM I LAM P ALUM DETAILS YVIND PRESSURES z Q s -fir 4i 4 Et 13/Ab.1 114/A6.11 15/A6.11 47/-51 63/-63 13/A6.11 14/Ab.11 15/Ab.11 47 /- 51 80/-60 13/Ar6.1114/A6.1115/A6.11 42/-53 '15/-75 13/A6.11 14/Ab.11 15/A6,11 42/-53 80/-80 13/A 6.11 14/A6.11 15/Ab.11 4"7/-51 80 /- 60 13/A&-1114/Ab.1115/A6.11 4'7/-51 i0/-50 N.O.A. REMARK5 1-1-0411.06 EORE55 1'7-0630.C]S 17-0411.06 1-7-00614.11 1-f-01b50.06 1T-6504.04 ISIDE LITE TO MATCH DOUR ROOM FINISH SCHEDULE LOCATION ROOM NAME FLOOR WALLS BASE CEILING NOTES MATERIAL I HEIGHT GARAGE FLOOR PARKING AREAS LIGHT BROOM CONCRETE PAINTED 5TUC40 NONE PAINTED CONCRETE q'-o" SAR OE FLOOR STORAGE LOCKER TROWEL FIN15H CONCRETE PAINTED S'TUCGO NONE PAINTED CONCRETE q'-O" GARAGE FLOOR ELECTRICAL ROOM TROWEL FINISH GONGRETE PAINTED 5'fUGC.O NONE PAINTED CONCRETE q -O" GARAGE FLOOR TRASH ROOM TROWEL FINISH CONCRETE PAINTED STUCCO NONE PAINTED CONCRETE q-0" GARAGE FLOOR 5TORAGE ROOM TROWEL FINISH CONCRETE PAINTED STUGC.O NONE PAINTED CONCRETE GARAGE FLOOR LOBBY NATURAL STONE PAINTED GYV 6" STONE PAINTED GYVE VARIES SEE REFLECTED CEILING PLAN GARAGE FLOOR TOILET ROOM CERAMIC TILE PAINTED 6Y45 4' CERAMIC TILE FAINTED GYVB 5'-0" 4' TILE Y4AIN5COT GARAGE FLOOR EXERCISE ROOM REBILIANT VINYL. TILE PAINTED GAB VINYL COVE PAINTED GYNB 8'-10 1/2" SEE REFLECTED CEILING PLAN GARAGE FLOOR ELEVATOR MACHINE ROOM TROYNEL FINISH CONCRETE PAINTED STUCCO NONE PAINTED CONCRETE q'-0" 2ND FLOOR FOYER ENGINEERED Y'dC7OD PAINTED GY'0 6" NoOD PAINTED 6144B VARIES SEE REFLECTED CEILING PLAN 2ND FLOOR GREAT ROOM ENGINEERED YVOOD PAINTED GWE 6" AOOD 5rrrA FINISH ON CONCRETE 9'-4" 2ND FLOUR DINING ROOM ENGINEERED YNOOD PAINTED GYM 6" Y100D SKIM FINISH ON GONCKETE q'-4" 2ND FLOOR KITCHEN ENGINEERED YVOOD PAINTED OAB 6" etL o PAINTED GWB VARIE5 SEE REFLECTED CEILING PLAN 2ND FLOOR MASTER BEDROOM ENGINEERED YNOOD PAINTED GYVE 6" YVDOD PAINTED GY'1I3 VARIES SEE REFLECTED CEILING PLAN 2ND FLOOR BEDROOM 2 ENGINEERED AOOD PAINTED GWB 6" V400D SKIM FINISH ON CONCRETE q'-4" 2ND FLOOR BEDROOM 3 ENGINEERED INOOD PAINTED GYVE fa" YVOOD SKIM FINISH ON CONCRETE 01"-4" 2ND FLOUR HALL ENGINEERED ADOD PAINTED GAB 6" YNDOD PAINTED GYVE VARIES 5EE REFLECTED CEILING PLAN 2ND FLOUR CL05ET ENGINE.EREP IAOOD PAINTED GYV$ 61" WOOD PAINTED GYVE VARIE5 SEE REFLECTED CEILING PLAN 2ND FLOOR MASTER BATH MARBLE MARBLE/PAINTED GAB MARBLE PANTED GY B VARIES SEE REFLECTED CEILING PLAN 2ND FLOOR BATH 2 MARBLE MARBLE/PAINTED GYVE MARBLE PANTED GYVB VARIES SEE REFLECTED CEILING PLAN 2ND FLOOR PONDER ROOM MARBLE MARBLE/PAINTEP GYO MARBLE PAINTED GYVB VARIES SEE REFLECTED CEILING PLAN 3RD FLOOR FOYER ENGINEERED WOOD PAINTED O NB 6" YVOOD PAINTED 6W5 VARIES SEE REFLECTED CEILING PLAN 5RD FLOOR GREAT ROOM ENGINEERED YNOOD PAINTED GYNB 6" AOOD SKIM FINISH ON CONCRETE q"-4" 5RD FLOOR DINING ROOM ENGINEERED HOOD PAINTED GY�B 6" NOOD SKIM FINISH ON CONCRETE q'-4" 5RD FLOOR KITCHEN ENGINEERED YNOOD PAINTED GAB 61' YNOOD PAINTED GYYB VARIES SEE REFLECTED CEILING PLAN SRD FLOOR MASTER BEDROOM ENGINEERED YVOOD FAINTED GYVB 6" YVOOP PANTED GWB VARIES SEE REFLECTED CEILING PLAN 5RD FLOOR BEDROOM 2 ENGINEERED WOOD PAINTED GYVB 6" AOOD SKIM FINISH ON CONCRETE q'-4" 3RD FLOOR BEDROOM 5 ENGINEERED YN000 PAINTED GAB 6" AOOD SKIM FINISH ON CONCRETE T-4" 3RD FLOOR HALL ENGINEERED YVOOD PAINTED GYM 6" WOOD PAINTED GYVB VARIES SEE REFLECTED CEILING PLAN 5RD FLOOR GL05ET ENGINEERED YNOOD PAINTED 6;^6 6" WOOD PAINTED GAB VARIES SEE REFLECTED CEILING PLAN 3RD FLOOR MASTER BATH MARBLE MARF31LE/PAINTED GYVB MARBLE PAINTED GYNB VARIES SEE REFLECTED CEILING PLAN 51RD FLOOR BATH 2 MARBLE MARBLE/PAINTED GYVB MARBLE PAINTED GYVB VARIES SEE REFLECTED CEILING PLAN 3RD FLOOR POYVDER ROOM MARBLE MARBLE/PAINTED GAB MARBLE PAINTED GYVE VARIE5 SEE REFLECTED CEILING PLAN 4TH FLOOR (PH) FOYER ENGINEERED Y400D PAINTED GYVE b" YVOOD PAINTED GYVE VARIES SEE REFLECTED CEILING PLAN 4TH FLOOR (PH) GREAT ROOM ENGINEERED YVOOD PAINTED GAB 6" YVOOD SKIM FINISH ON CONCRETE 10'-01, 4TH FLOOR (PH) DINING ROOM ENGINEERED WOOD PAINTED GWB 6" YVOOD SKIM FINISH ON CONCRETE 10'-0" 4TH FLOOR (PH) KITCHEN ENGINEERED W00D PAINTED GYNB 6" Y400D PAINTED GYNB VARIES SEE REFLECTED CEILING PLAN 4TH FLOOR (PH) MASTER BEDROOM ENGINEERED WOOD PAINTED GWB 6" WOOD PAINTED GYNB VARIES SEE REFLECTED CEILING PLAN 4TH FLOOR (PH) BEDROOM 2 ENGINEERED YVOOD PAINTED GAB 6" YVOOD SKIM FINISH ON GONGRETE 10'-0" 4TH FLOOR (PH) BEDROOM 5 ENGINEERED I UD PAINTED GYVE 6" YVOOD SKIM FINI5H ON CONCRETE 10'-0" 4TH FLOOR (PH) HALL ENGINEERED Y400D PAINTED GWB 6" NOOD PAINTED GWB VARIES SEE REFLECTED CEILING PLAN 4TH FLOOR (PH) CLOSET ENGINEERED Y400D PAINTED GWB 6" WOOD PAJNTED GYNB VARIES SEE REFLECTED 'CEILING PLAN 4TH FLOOR (PH) MASTER BATH MARBLE MARBLE/PAINTED GAB MARBLE PAINTED CvA5 VARIES 5EE REFLECTED CEILING PLAN 4TH FLOOR (PH) BATH 2 MARBLE MARBLE/PAINTED GAB MARBLE PAINTED 6AB VARIES SEE REFLECTED CEILING PLAN 47H FLOOR (PH) PONDER ROOM MARBLE MARBLE/PAINTED GAB MARBLE PAINTED GAB VARIES SEE REFLECTED CEILING PLAN ROOF ELEVATOR MACHINE ROOM TROWEL FINISH CONCRETE PAINTED STUCCO NONE PAINTED CONCRETE S"-0" ALL STAIR 1 LIGHT BROOM CONCRETE PAINTED STUCCO NONE PAINTED CONCRETE VARIES ALL STAIR 2 LIGHT BROOM CONCRETE PAINTED STUCCO MARBLE PAINTED CONCRETE VAIRIE5 D2 HR 2-24E SH HORIZONTAL DOUBLE ROLLER SINGLE HUNG WINDOW TYPES 3 HR HORIZONTAL eOLLER 24E FG FIXED CsLASS 2850 SH SINGLE HUNG A B C D E F G H I XX SLIDING OXXO 5LiDING GL455 FULL FLUSH FLLek FACE STEEL SECTIONAL STEEL STEEL LOUVE% WOOD WOOD PANEL GLASS GLASS STEEL LOUVEfR PANEL f=OCKET DOOR TYPES I ALUMINUM I 2 ALUMINUM 3 4 5 6 7 8 9 4LU1tNUI" I 4LU1 IINUt-T HOLLOW F.T. 2 X 3 BUC< TO RECEIVE FOLLOW WOOD WOOD POCKET TUBE 5TEEL DOOR TRACK E3RACKET6 STEEL FP.. r-IE SIDELITE i WOOD PANEL 10 WOOD U z LL REG. 6698 w w U) w Cj J ]J IL mw Z J aQ w C] Q w 00 w J LL U W U Q .4 U° a o w O O � � w Orl � v a w 0 Z z 0 U w O H o z oREVIEWED FOR CODE COMPLIANCE ST. LUCRE COUNTY BOCC oa0Zw- Ew DOOR FRAME TYPES Q COPYRIGHT 2018 CARDINAL OCEAN .DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardinal Ocean Development L.L.C. H w w I 256 LL DOOR SCHEDULE 7- V (] DOOR SIB REMARKS L) �y L L r �I�Ji Q } 7 L 1�iY TAILS z L L] Lu 4.,O.A. li.l 1L d iz da < -r p A S� I ! 2 ICI z IIYt c YNIDTH X HEIGHT TH"NES - 1 b- 0" X °P-4" A ALUM LAM P 2 ALUM 6/A6.11 7/Ab.11 5/A6.11 42/-46 60/-60 1-T-0420.12 1 2 14'-10" ,X 9'-4" 5 ALUM LA1M P 3 ALUM b/A6.1i '71Af-5.11 a/A6.11 40/-4q 60/-6,0 17-0420.12 2 5 7-0" X R'-4" A AWMI LAM P 2 ALUM 6/A6.11 7/Ab-11 8/A6-11 42/-53 60/-60 17-0420-12 3 4 6-0 " X q'-4' A ALUM LAM P 2 ALUM 6/A&.11 -1/Afa.11 8/A6.11 42/-53 60/-60 1-1-0420,12 4 5 31-01" X 5"-0" 1 3/4" G ALUM LAM P 1 ALUM 3/Ab.11 4/A b.11 5/P1ra.11 47/-51 "To/ -Do 11-0504.01 5 6 x 8'-0" 1 5/4" G ALUM LAM p 4 ALUM 3/A6.11 4/A61.11 5/A6.11 4i/-51 '70/-80 1-1-0.504J 01 b 7 5'-0" x 10'-0" A ALUM LAM P 2 ALUM 6/A6.11 7/Ab.11 D/A6.11 42/-46 60/-60 1-1-0420.12 7 S 14'-10" X 10'-0., 6 ALUM LAM P 3 ALUM b/Ab.11 `7/Ab.11 5/A6.11 40/-49 60/-60 11-0420,12 S q "7'-01, X 101-0" A ALUM -..AIM P .2 ALUM 6/Atb.11 '7/Afb.II 61Ab.11 42/-53 60/-00 1.7-0+420.12 q 10 61-0" x 10'-0" A ALUM LAM P 2 ALUM 6/A6.11 7IA6.11 $/A6.11 42/-59 60/-60 1?-0420.12 10 11 51-01" X 6-101, 1 3/4" D 5fEEL P 5 STEEL 1/Ab.1 i 2/AFl.11 City 47/-51 155/-65 111-0426.02 12" G,R5 11 12 x 8'-O"` 1 3/4" D 5TEI L P 5 STEEL. 1/Ara.1 i 2/Ab.11 4'7/-51 65/-65 17-0426.02 12 15 5'-O" X 7'-O" 1 3/4" G ALUM LAM p 1 ALUM 47/-51 70/-80 17-0504-01 1r 14 12-0" X 7'-0" 2" E STEEL F b STEEL Q/A6.11 10/,A6.11 40/-44 60/-714 17-1026.15 SECTIONAL 14 is 31-0" x 7'-0" 1 3/4'" D STEEL P 5 5TI» EL 1/,Afa.1 I 2/A b.11 45 INSULATED 15 16 5'-Li" x 7'-0" 1 5/4" G ALUM TEMP P 1 ALUM 1/,A5.11 2/A6-11 16 1"f V-0" X '7' 0 1 3/4" F 5TEEL F 5 STEEL 1/Ab.11 2/A6.11 FULL LOUVER 1i 18 (2) 4'--0" X 'T'-0" 1 3+/4" 6 5TEEL P '7 STEEL 1/Ab.11 2/A6.11 FULL LOUVER 18 1Q 34-0" X 7-0" 1 3/4" D 551-EEL_ P 5 STEEL 1/A6.11 2/A6.11 1N5ULATE171 1q 20 (2) 26" x T-0" 1 5/4" 6 5TEEL P 7 STEEL 1/A6.11 2/A6.11 4 FULL LOUVER 20 21 (2) 5'-0" X 7-0" 1 3/4" G STEEL. P -1 STEEL 1/A6.1': 2/A6.11 FULL LOUVER 21 22 2'-1C7" x 6'-01, 1 9/6" H YVGcOI2 F S YNOOD 11/A6.11 22 23 2-10" X 6'-0" 15161, H Y+D P 6 YVr.00L7 11/A6-11 23 24 2'-107" x 8'-0" 1 3/5" 14 YNOC7D F 8 WOOD 11/A6." 1 24 25 2'-10" X 6'-O" 1 3/5" 1 YVOOT7 F q YqooD 25 26 2'-4"' X S'-O" 1 3/5" H Yioov P $ VICOV 11/Ab." 1 - 26 27 (2) 1'-Q" x S'-0" 1 3/8" J Y%00v P 10 WOOD 11/A6.` 1 .2-7 25 (2) 2'-O" X 6'-O" 1 3IS" J Y%000 P 10 W001:1 11/A6.11 28 2q (2) 5'-0" X 8'-0" 1 5/6" J YNCJOD P 10 Y'VOOD 11/A6.11 2q 30 7-b" X 8'-O" 1 3/8" H YqO OD P 5 1^00D 11 /A6.11 30 31 (2) 2'-C" X 5'-0" 1 3/5" li ;NOJD F 10 YNOOD 11/AI5.11 51 52 2'-0" X 5'-O" 1 5/8" H Y40OD F 6 I hOOD 11/A6 11 I 1 32 33 1'-6" x 8'-0" 1 3/8" H YNOOD F 5 1 WQC D 1111A6.11 I 1 55 WINDOW SCHEDULE WINDOYv ©FTAILl_ Ygll%V PRE5SURE5 Lu ck [ < J n iY WNPOV4 SIB WIF2I>Fi X HEI iHr N.C.A. REM,ARKK5 * 6"-2" X V-5" P25HR ALUM LAM P ALUM 13/A6.11 14/A6,11 15/A6.11 4-7/-51 65/-65 11-0411.06 E6RE5S A B (2) 5-1" X 4'-11 1/2" 2-24E 5H ALUM LAM fa ALUM 13/A6.11 14/A6.11 15/A6.11 47/-51 50/-60 17-0630.05 S G 4'-5 1/5" X 5-2 51W 53FIR AJ-UM LAM P AL.1,1M 13/A6-11 14/A6-11 15/A6.11 42/-55 75l- 75 11-0411.06 C'. D 3'-1" x 4'-11 1./2" 24E Fro ALUM LAM P ALUM 13/AC�.11 14/A6.11 15/Abl l 42/-55 50/-50 1-7-0514.11 D E 2'-8" X 5-0" 2850 5H .+61WM LAM P ALUM 15//N6.11 14/A6.11 15/A6.11 41/-51 8O/-€ o 1"7-0630.06 E I` 1'-5„ X S,DELITI= ALJM LAM P ALUM 15/Ab.11 14/,h6.11 15/A6.11 4-7/ 51 "I0/-50 1 1511PE LITE TO MATC4 DOOR l= ROOM FINISH SCHEDULE LOCATION ROOM NAME =;DOR MALLS I5ASE CEILING NOTES MATERIAL HEIGHT GARAGE FLOOR PARKING AREAS L16H7 BROOM CONCRETE PAINTED STUCCO NON= PAINTED CONCRETE eAR.A6E FLOOR STORASE LOCKER TROWEL FIN15H CONCRETE PAINTED STUCGO NONE PAINTED WNGRETE OARA6E FLOOR ELECTRICAL ROOM TROYNEL FINISH CONCRETE PAINTED STUCCO NONE PAINTED CONCRETE 4"-0" GARA C71w FLOOR 1Z.A51^1 ROOM TROWEL FINISH CONCRETE PAINTED 5TUCCO NONE PAINTED CONCRETE 4'-0" GARA455 I=LR 5TORA(5,E ROOM TRCOWEL. FIN15H CONCRETE PAINTED 51UCCC7 NONE PAINTED CONCRETE GARAGE FLOOR I-055Y NATURAL. 5TONE PAINTED CWO roll 57ON1~ PAIINTEI7 GWB VARIES SEE REFLECTED GEII._1N(5 P1 W GARAGE FLOOR TOILET ROOM GERAMC TILE. PAINTED GY16 4CERAMIC TILE FAINTED 6YNI3 &'-0 4' TILE YV IIN5CCOT GARAGE FLOOR EXERCI5E ROOM RE51LIANT VINYL TILE PAINTEO GY1113 VINYL EVE PAINTED 6WC3 5'-10 1/2" 5EE R.EFLECTE-V CEILING PLAN GARAGE FLOOR ELEVATOR MACHINE 'ROOM TR OYIEL FINISH C.ONGRETE PAINTED 5TUC4LO NONE PAINTED CONCRETE q'-d" 2ND FLOOR FOYER ENGINEERED Y<)OV PAINTED (5Ysl3 6" WOOD PAINTED 6Wf3 VARIES SEE REFLE TEp Cf_ LINCw PLAN 2NO FLOOR GREAT ROOM EN6NE.ERED YSIOOD PAINTED GME, 6" MOOD SKIM FIN15H ON r�ONCRETE q"-4" 2ND FLOOR DINING ROOM ENGINEERED Y4000 PAINTED GYNB 6" YVOOD SKIM FINISH ON CONCRETE q'-4" 2ND FLOOR IC17CHEN ENGINEERED N000 PAINTED GYi3 6" YVOOD PAINTED 6NIS VARIES SEE REFLECTED CEILING PLAN 2ND FLOOR MASTER BEDROOM ENGINEERED Y`IOOD PAINTED C7AB 6" WOOD PAINTED 5^O VARIES 5EE RE7-LECTEi7 CEILING PLAN 2ND FLOOR BEDROOM 2 ENGINEERED Y1000 PAINTED GW6 6" WOOD SKIM FINISH ON C.ONGRE7E. 1-4" 2NI7 FLOOR i_ 51;?R.oOM 5 ENGINEERED F40017 PAIN ' =D GY115 roll WOOD SKIM FIN15H ON WNCR1wTE 2ND FLOOR HALL ENGINEERED YV0V PAINTED GY`O 6" WOOD PAINTED GWB VARIES SEE REFLECTED CZILING PLAN 2ND FLOOR CLOSET ENC-71NEERED ?M00D PAINTED 64N5 6" ygooI2 PAINTED 6kNS VARIES SEE REFLECTED CEILINC7 PLAN 2NID FLOOR MA515R 5A I"H MARBLE R-W.-,BLE/FAINTED 6Y15 MARBLE PAINTED GYNI3 VARIES SEE REFLECTED CE LING- PLAN 2ND FLOOR BATH 2 MARBLY MARBLE/Ff4INTfrD GW13 MARBLE PAINTED GWE VARIES SEE REFLECTED C4ILIN,G PLAN 2ND FLOOR POYVIOER ROOM MARBLE MARBLEYrAINTED GYe MARBLE PAINTED GYVE VARIE5 SEE REFLECTED CEILING PiAh 3RD FLOOR FOYER FN&INEERED WOOD PAINTEV GYe 6" AOOV PAINTED 64NI3 VARIES SEE REFLECTED OILING PLAN 5RO FLOOR GREAT ROOM ENGINEERED ft0)00 PAINTED GNI3 61" WC700 SKIM FIN15H ON CONCRETE 91"-4" 5RO FLOOR DINING ROOM ENGINEERED P400D PAINTED GYIB 611 Y4000 SKIM FINISH ON CONCRETE q"-4" 3RD FLOOR K17CHEN ENC71NEERED Y400D PAINTED GY�'i 6" WOOD FAINTED C7WB VARIES SEE REFLECTED CELLINC, PLAIk 5RD FLOOR MASTER BEDROOM ENGINEERED Y400D PAINTED GV4"3 6" WOOD FAINTED GWIS VARIE5 SEE REFLECTED CEILING PLAlti, 5RD FLOOR BEDROOM 2 ENGINEERED ^DOD PAINTED SYVEi 61' WOOD SKIM FIN15H ON rONC_Rfz E q"--4" 3RD FLOOR I5EDROOM 3 ENGINEERED YNOOD PAINTED GY`l6 roll WOOD SKIM FIN15H ON G0NCR7_7r_ q'-4" 5RD FLOOR HALL ENGINEERED YV OCOD PAINTED GrO 6'" Y1o7D PAINTED 6WB VARIE5 5EE REFLECTED GF-U-ING PLAN 3RD FLOOR CLOSET ENGINEERED YVOOD PAINTED CaYf 5 6'" V4000 PAIN I ED 6^e VARIES SE5 REFLEC 1TEL) CEILING Fl-AN 3RD FLOOR MASTER BATH MARBLE MAR5L4//MINTED 6YI3 MARBLE PAINTED CaYVB VARIES SEE REFLECTED CEILING PLAN 3RO FLOOR BATH 2 MARBLE MARSLE/PAINTED 5YO MARBLE PAINTED GYVB VARIES SEE REFLECTED CEILING PLAN 5RD FLOOR, FOVIDER ROOM MARBLE MARBLE/`PAINTED 5Y1IB MARBLE PAINTED GYVB VARIES SEE REFLECTED CEILING- PLAIN 4TH FLOOR (PH) FOYER ENGINE;: RE0 Y 00. 0 PAINTED Ore 6" WOOD PAINTED 5WB VARIE9 SEE REFLECTED CEILING PLAN 4TH FLOOR (PH) GREAT ROOM ENGINEERED YN0 C7 PAINTED GYNB 6" AOOD 5KFM FIN15H ON WNGR-= E 4TI-I FLOOR (PH) DINING ROOM ENGINEERED YNOOD PAINTED GiNB 6" AOOO SKIM FINISH ON CONCRETE 101-01, 4TH FLOOR (PH) K1704EN ENGINEERED YNOOD PAINTED C7F45 6" YVo027 f AdN'lED 6WB VARIES 5EE REFLECTED GELLING PLAN 4TH FLOOR !PH) MASTER BEDROOM ENGINEERED WDGD PAINTED 6Y45 roll WC70D PAINTED 5WB VARIE5 5EE REFLECTED GELLING PLAN 4TH FLOOR (PH} L33w>7ROOM 2 ENGINEERED Y�oOD PAINTED CaWB b" P400D SKIM FIN15H ON CONCRETE 101-0" 4TH FLOOR (PH) 5EDROrO1,1 3 ENGINEERED WOOD PAINTSD GY€3 roll WOOD SKIM FINI!BH ON CONiGR.E?E 10'-01" 4TH FLOOR (PH) !-MALL ENGINEERED YNOOD PAINTS O C-re roll YVooD PAINTED 6NB VARIES SEE REFLECTED CEILING PLAN 4TH FLOOR {PH) CLOSET ENGINEERED YNOOD PAINTED GY$ 15" V400D PAINTED 45AI3 VARIES SEE REFLECTED CEILINGS PLAN 4TH FLOOR (PH) MASTER BATH MARBLE MA1R5LE/PA,INTED 5M MARBLE PAINTED 6WC3 VARIES SEE REFLECTED CE LING PLAN 4TH FLOOR (PH) BATH 2 MARBLE MARBLE/PAINTEO &YqB MARBLE PAINTED GYVE VARIES 5EE REFLECTED CELLIN& PLAN 4TH FLOOR (PHj P'GOYVDER ROOM MARBLE MARBLE/PAINTED GY1115 MARBLE PAINTED GYVB VARIES SEE REFLECTED CELLIN6 PLAN ROOF ELEVATOR MACHINE ROOM TROWEL FINISH CONCRETE PAINTED STUC(�,O NOTICE PAINTED CONCRETE: P"-0" ALL STAIR 1 LIGHT 13i*,QOM WNCRL^TF PAINTED 61UC.C.O NONE PAINTED CONCRETE VARIES ALL 5TAIR 2 L10HT BROOM CONCRETE PAINTED 5TUC60 MARBLE PAINTED CONCRETE VARIES D2 HR 2-24E SH HORIZONTAL. DOUBLE ROLLER SINGLE HUNG 'DTI N DOW TYPE in I HR HORIZONTAL ROLLER 24E FIG FIXED C:LA55 2850 SH SINGLE HUNG F___ SIDELITE A B C D E F G H I i XX SL ID ING OXXO 5L ID ING CLASS FULL ELU5H FLU5H FACE STEEL SECTIONAL STEEL STEEL LOUVER WOOD WOOD PANEL WOOD PANEL GLASS GLASS STEEL LOUVER PANEL POCfCET DOOR TYPES I ALUMINUt-I 2 ALUMINUM 3 ALUMINUM F 1-,qI R a I-o 1p 1 4 5 6 7 8 9 10 ALUMINUM HOLLOW P.T. 2 X 8 SUCfC TD RECEIVE HOLLOW WOOD WOd POCKET WOOD TUBE STEEL DOOR T�=AGC BRAC�CETS STEEL FRA E Z � W f0 I I LiJ p J ] LL � W Z J 4Q Wo 0 0W J I�I LJJ ©UL t� LL L u u Lie z y u 1E U- REG.869B < DOOR FRAME TYPES P w CONCRETE BEAM OR 4 PRECAST CONC. LINTEL d 3/4" STUCCO FIN 15H d 5/8" x 6" SLEEVE EXPAN5ION BOLTS, MINIMUM 3 FAR HEAD, EQUALLY 5PACEID AND 6" dv MAXIMUM FROM EACH JAMB CAULK CONTINUOUSLY A 5' PERIMETER %' 4 TUBE 5ET IN FRAME TO PROTECT ANCHOR DOOR HEAD DETAIL JAMB AT POURED CONCRETE COLUMN SIMILAR ALUMINUM 4 GLASS DOOR ALUMINUM THRESHOLD WI1 WEATHER5TOPS CAULK THRESHOLD PERV KEEPING WEEP HOLES OF Y4'" ELCO ULTRACON 5GRE',,_ MINIMUM 15/4" EMBEDMENT. INSTALL IN ACCORDANCE WITH N.O.A. 1/2"GYPSUM WALLBOARD ON 1,z" Z-FURRING CHANNELS AT 24"O.C. WITH R-8 RIGID INSULATION IN FURRING SPACE 18 GAUGE 'STEEL FRAME, FILL WITH MORTAR. CORNER BEAD CONTINUOUS "J" BEAD CAULK CONTINUOUSLY AT PERIMETER 5CALE: 0/2"=1 `-0" CAULK CONTINUOUSLY AT PERIMETER MAXIMUMY4"GROUT FILL CONCRETE BLAB e TH R E S H O� LD DETAIL SCALE: ,YrI=, 1-01I STUCCO FINISH d 4 0 CONCRETE BEAM OR PRECAST CONC. LINTEL P.T. 2 X 8 JAMB 3/4" STUCCO FINISH Y4" ELCO ULTRACON SCREWS MINIMUM 1%" EMBEDMENT. INSTALL IN ACCORDANCE WITH 4 ADJUSTABLE N.O.A. d RUBBER BEAL P.T. I X 3 WOOD TRIM CONTINUOUS "J"BEAD # CAULKING 3/4" STUCCO FINISH STEEL SECTIONAL DOOR D 0 0 R H EAD D ETAI L SCALE: ,Ytr=, ,-®°, CONCRETE BEAM I PRECAST GONG. L 3/4" STUCCO FINI51 Y4" ELCO ULTRACO MINIMUM 13/4" EMBE INSTALL IN ACCOrm WITH N.O.A. CAULK CONTINUOU AT PERIMETER MAX Y4" SHIM 5PAC ALUMINUM W INDOIh . W1 LAMINATED GLASS 13WINDOW HEAD JAMB AT POURED CONCRETE COLUMN SIMILAR 1/2"GYPSUM WALLBOARD ON lh" Z-FURRING CHANNELS AT 24" O.C. WITH R-8 RIGID INSULATION IN FURRING SPACE PT iX WOOD BUCK SET IN BACKBED OF CAULKING COMER BEAD CONTINUOUS "J" BEAD CAULK CONTINUOUSLY AT PERIMETER D ETAI L BGIALE: 1Y"=1 I—ofF ` .fs 4 ' d C a ' d a • SEE FINISH SCHEDULE FOR CE IL ING HEIGHT AND FIN15H 1/2"GYP5UM WALLBOARD ON 1, z" GALV. Z-FURRING 7 CHANNELS AT 24" O.C. R-S INSULATION IN %ff STUCCO FINISH FURRING SPACE 8" CONCRETE BLOCK TrAPPLIED BASE _ CONCRETE FLOOR STRUCTURE 4 d � .. ♦1 d d TYPICAL EXTERIOR STALL —0I1 1/2"GYP5UM WALLBOARD CORNER BEAD ON W Z-FURRING CHANNELS CONTINUOUS "J"BEAD AT 24"O.C. WITH R-8 RIGID INSULATION IN FURRING CAULK CONTINUOUSLY AT SPACE PERIMETER 5/8 ",O TUBE BET IN FRAME TO " PROTECT ANCHOR arnr� 'n 18 GAUGE STEEL FRAME, FILL WITH MORTAR AS MASONRY WALL 15 ERECTED CAULK CONTINUOUSLY AT PERIMETER 314" STUCCO FINISH n 6" SLEEVE EXPANSION 05 RE13AR IN GROUT FILLED BOLTS, MINIMUM 3 PER HEAD, CONCRETE 'BLOCK CELL AT EQUALLY SPACED AND fv" ALL DOOR JAMBS MAXIMUM FROM EACH JAMB 2 DOOR JAMB DETAIL SCALE: lY"=1`-0 A�o.l 1 Y4" ELCO ULTRACON 5GRE, ` MINIMUM 13/4" EMBEDMENT. INSTALL IN ACCORDANCE WITH N.O.A. CONCRETE SLAB °.SKIM PLASTER FINISH ON UNDERSIDE OF CONCRETE SLAB CAULK CONTINUOUSLY AT PERIMETER 3/4" STUCCO FINISH ALUMINUM DOOR AND FRAME CAULK CONTINUOUSLY AT PERIMETER MAXIMUM Y4" SHIM DOOR HEAD DETAIL 5C"ALE: 1/V2"=1'-0fr A�.11 Y4" ELCO ULTRACON. SCREWS MINIMUM 13/4" EMBEDMENT. STAGER FA5TENER5 4 INSTALL IN ACCORDANCE WITH N.O.A. — P.T. 2 X 8 JAMB 3/4" STUCCO FINISH 3/4" STUCCO FIN15H ' "5 REBAR IN GROUT FILLED CONCRETE BLOCK CELL AT ALL DOOR JAM135 ,, ■iI!" ■ 1/2 " GYPSUM WALLBC ON W Z-FURRING CH, AT 24" O.G. WITH R-8 INSULATION IN FURRiN SPACE 3/4" STUCCO FINISH wo REeAR IN GROUT 1: CONCRETE BLOCK ALL DOOR JAMBS �f,6"X 13/4" HEX -HEAD LAG 5CREW5 (2 PER BRACKET) INSTALL IN ACCORDANCE WITH N.O.A. STEEL SECTIONAL DOOR # TRACK do P.T. I X 3 TRIM. BACKBED WITH CAULKING .' V d CONTINUOUS "J"BEAD # CAULKING 9a 3/4"' STUCCO FIN15H MB DETAIL 5GALE: lY�'_,�_��� 16.11 WINDOW JAMB D BEE FIN15H SCHEDULE FOR CE I L ING HE IGHT AND FIN15H I/2"GYPSUM WALLBOARD ON 1�"GALV. Z-FURRING — CHANNELS AT 24" O.G. R-8 INSULATION IN FURRING SPACE APPLIED BASTE P.T. 2X BLOCKING CORNER BEAD CONTINUOUS "J" BEAD CAULK CONTINUOUSLY AT PERIMETER P.T. IBY FILLER # MAXIMUMY4" SHIM. BACKKBED WITH CAULKING ALUMINUM WINDOW FRAME WI LAMINATED GLASS CAULK CONTINUOUSLY AT PERIMETER Y4" ELCO 11LTRACO114 SCREWS MINIMUM 13/4" EMBEDMENT. INSTALL IN ACCORDANCE WITH N.O.A. ETAIL5GAL E: lY II= 1 I —OFF CONCRETE BEAM 05 PRECAST GONG. LIN1 3/4" STUCCO FINISH Y4" ELCO ULTRACON MINIMUM 1-/4" EMBEDi INSTALL IN ACCORD,- N.O.A. CAULK CONTINUOU51L PERIMETER ALUMINUM DOOR ANC 1/2"GYPSUM WALLBOARD ON 1,V2" Z-FURRING CHANNELS AT 24" O.C. WITH R-8 RIGID INSULATION IN FURRING 5PACE P.T. 15Y FILLER # MAX€MU"1Y4" SHIM. BACKBED WITH CAULKING CORNER BEAD CONTINUOUS "J"BEAD CAULK CONTINUOUSLY AT PERIMETER 3 DOOR HEAD DETAIL SCALE: 'Y" 11- 0 JAMB AT POURED CONCRETE COLUMN SIMILAR 1/2"GYP5U"'I WALLSC ON IY2" Z-FURRING CH, AT 24"O.C. WITH R-S INSULATION IN FURRIN SPACE r:y�j�33�r CONTINUOUS "J" BEAD CAULK CONTINUOUSLY AT PERIMETER P.T. 18Y FILLER 4 MAXIMUM}'4" SHIM. BACIKBED WITH CAULKING ALUMINUM DOOR AND FRAME CAULK CONTINUOUSLY AT .3/4" STUCCO FINISH PERIMETER 4" ELCO ULTRACCN SCREWS 05 REBAR IN GROUT FILLED MINIMUM €3/4" EMBEDMENT. CONCRETE BLOCK CELL AT STAGER FASTENERS # INSTALL ALL DOOR JAMBS IN ACCORDANCE WITH N.O A. r7'�DOOR JAMB DETAIL SCALE: 0/2R=1'-0" A�.11 d ❑ A a a • SEE FINISH SCHEDULE FOR SEE FINISH SCHEDULE FOR CEILING HEIGHT CEILING HEIGHT AND FIN15H AND FINISH 1/2" GYPSUM WALLBOARD ON 1Y2" GALV. Z-FURRING CHANNELS AT 24" O.G. R-8 INSULATION IN FURRING SPACE S" CONCRETE BLOCK APPL I ED BA5E l ! B RUCRETFE FLOOR APPLIED BASE d G a A 4 d TYPICAL PARTY WALL SCALE: 1 " = 1'-0 Ys"GYP. WALLBOARD BOTH SIDES OF 3%' STEEL STUDS DOUBLE STUDS AT HEAD AND JAMB (TYPICAL) I X 4 SUB FRAME %" X I%N WOOD CASING (TYP) WOOD SHIMS WOOD FRAME HOLLOW GORE WOOD DOOR (TYP) 11 DOOR HEAD DETAIL 5GALE: 1Y"=1r-Orr ,4�0.11 JAMB SIMILAR ALUMINUM WINDOW FRAME 41 WI LAMINATED GLA83 CAULK CONTINUOUSLY MARBLE SILL SET IN AT PERIMETER MORTAR BED 3/4" 5TUCCO FINISH P.T. IBY FILLER # MAXIMUMY4" 7 P.T. 2X BLOCKING SHIM. BACKBED WITH CAULKING . Y4" ELCO ULTRACON 5CREW5 MINIMUM 13/4" EMBEDMENT. 1/2"GYPSUM WALLBOARD ON IY2" INSTALL IN ACCORDANCE 4 Z-FURRING CHANNELS AT 24'" C.C. WITH N.D.A. WITH R-8 RIGID INSULATION IN POURED CONCRETE OR d FURRING SPACE PRECAST CONCRETE SILL 0 WINDOWSILL DETAIL SCALE: 1Y "4(0.i 1 BEE FINISH SCHEDULE FOR CEILING HEIGHT AND FIN15H METAL 5TUD RUNNER, ATTACH WI MAX. 3/4" LONG FASTENER5 I LAYER5 OF YV" GYPSUM WALLBOARD ON EACH BIDE OF 3%" 25 GAUGE METAL STUDS 24" O.G. METAL 5TUD R1JNN1rR. ATTACH W1 MAX. 3/4" LONG FASTENERS APPL I ED 5A5E CONCRETE FLOOR STRUCTURE q , 4 4 d � R n 4 A TYPICAL PARTITION WALL a DOOR DTIICIDOAT AND WALL DETAILS SCALE AS NOTED SCALE: I" = l I_0II 1/2" GYPSUM WALLBOARD — ON 1�" Z-FURRING CHANNELS AT 24"O.C. WITH R-8 RIGID INSULATION IN FURRING 5PACE CORNIER BEAD CONTINUOUS "J" BEAD CAULK CONTINUOUSLY AT PERIMETER P.T. IBY FILLER # MAXiMUMY4" SHIM. BACKBED WITH CAULKING ALUMINUM DOOR AND FRAME CAULK CONTINUOUSLY AT 3/4" STUCCO FIN1514 PERIMETER "5 MBAR IN GROUT FILLED Y4" ELW �LTRAGON SCREWS CONCRETE BLOCK CELL AT MINIMUM 1 /4 FASTENERS EMBEDMENT. STAGER FASTENERS #INSTALL ALL DOOR JAMBS IN ACCORDANCE WITH NO.A. DOOR JAMB DETAIL SCALE: lYrr=1r-0rr ALUMINUM 8 GLA55 DOOR ALUMINUM THRESHOLD WITH WEATHERSTOP5 CAULK THRESHOLD PERIME' KEEPING WEEP HOLES OPEI` Y4" 1=LCO ULTRACON SCREW: MINIMUM 13/4" EMBEDMENT. INSTALL IN ACCORDANCE WITH N.O.A. CAULK CONTINUOUSLY AT PERIMETER MAX IMUM 4" GROUT PILL L CONCRETE SLAB ra- THRESHOLD DETAIL SCALE.lY"=1'-011 ,46.11 Y," GYP. WALLBOARD BOTH SIDES OF 3%" STEEL STUDS DOUBLE STUDS AT HEAD AND JAMB (TYPICAL) 1 X 4 5U8 FRAME WOOD BLOCKING %" X Its" WOOD CASING (T-'P) POCKET DOOR TRACK WOOD FRAME HOLLOW CORE WOOD DOOR (TYP) 12 DOOR HEAD DETAIL SCALE: 1Y,"=1'-0" A�.11 Or CU IO i F ❑ Nt [1J IU pJ >LL III W �w w� ❑w ❑ W a W ID _J z U W z + U LL REG. BB9® �-4 LT-1 H u W z x 0 Z r Q C�.�j ICI REVIEWED F0 CODECOM H BOCK C COPYRIGHT 2018 CARDINAL OCEAN DEVELOPMENT L.L.C. These original apartment design plans are the exclusive property of Cardimil Ocean Development L.L.C. OL LU ❑ O Z Y °" Ch O 0 W . �r_ I Q U U. 1 U Q�❑0 v ►� F r-� w w - ISO U W FF ❑ CONCRETE BEAM OR in O GYP5UM WALLBOARD ON IY2" PRECAST CONC. LINTEL Z-FURRING CHANNELS AT 2411 O.C. d d WITH R-S RIGID INSULATION IN FURRING SPACE 3/4" 5TUCCO FINISH d ° 15 GAUGE STEEL FRAME, FILL 3/8" x 6" SLEEVE EXPANSION4 WITH MORTAR BOLTS, MINIMUM 3 PER HEAD, EQUALLY SPACED AND 6" °" MAXIMUM FROM EACH JAMB CAULK CONTINUOUSLY A 5" CORNER BEAD PERIMETER CONTINUOU5 "J"DEAD r/,"* TUBE SET IN FRAME TO CAULK CONTINUOUSLY AT PROTECT ANCHOR PERIMETER 1 DOOR HEAD DETAIL AIL 6CALE: 1Y2f7=11_011 dp,j j JAMB AT POURED CONCRETE COLUMN SIMILAR ALUMINUM 4 GLASS DOOR 1 d rsj CAULK CONTINUOUSLY AT ALUMINUM THRESHOLD WITH d) uj Q PERIMETER WEATHERSTOPS t CAULK THRE51 OLD PERIMETER KEEPING WEEP HOLES OPEN 9 a MAX IMUM Y4" GROUT FILL Y4" ELCO ULTRACON SCREW5 CONCRETE SLAB MINIMUM I3/4" EMBEDMENT. INSTALL IN ACCORDANCE WITH N.O.A. THRESHOLD DETAIL SCALE: ,I/11=,1-o11 AC.1� A 3/4" 5TUGCO FINISH $ q 4 a CONCRETE BEAM OR cd PRECAST CONC. LINTEL P.T. 2 X 8 JAMB y d I d 3/4" STUCCO FINISH Flo 12 Y4" ELCO ULTRACON SCREWS G � MINIMUM 13/4" EMBEDMENT. d d INSTALL IN ACCORDANCE WITH 4 j ,ADJUSTABLE N O.A, a ! I RUBBER SEAL STEEL 5ECTICNAL DOOR P.T. I X 3 WOOD TRIM CONTINUOUS "J" ®EAD 4 CAULKING 3/4" 5TUCCO FIN15H DOOR HEAD DETAIL SCALE: Iy,11=I1_o11 �410.11 CONCRETE BEAM Of PRECA5T CONC. LIN' 3/4" STUCCO FINISH 1.4" ELCO ULTRACON /MINIMUM 13/4" EMBED INSTALL IN ACCORD WITH N.O,A. CAULK CONT INUOU5L AT PERIMETER MAX Y4" SHIM SPACE ALUMINUM WINDOW R - WI LAMINATED GLA55 1 WINDOW HEAD D JAMB AT POURED CONCRETE COLUMN SIMILAR 4 1 d d d ° d IMF %n STUCCO FINISH I/2"GYP5UM WALLBOARD ON IY" Z-FURRING CHANNELS AT 24"O.C. WITH R-5 RIGID INSULATION IN FURRING SPACE PT IX WOOD BUCK SET IN BACKBED OF CAULKINGs CORNER BEAD CONTINUOUS "J" 15EAD CAULK CONTINUOUSLY AT PERIMETER ETAIL...&CALE: 11,1'=11-011 4 a SEE FIN15H SCHEDULE FOR CEILING HEIGHT AND FINISH 1/2"GYPSUM WALLBOARD ON ty2"GALV. Z-FURRING CHANNELS AT 24" O.C. R-9 INSULATION IN FURRING SPACE 8"CONCRETE BLOCK APPL I ED BABE CONCRETE FLOOR STRUCTURE ' 41 ° A d e TYPICAL EXTERIOR WALL SCALE: I" = , 0 1/2"GYPSUM WALLBOARD — ON IV' Z-FURRING CHANNELS AT 24" O.C. WITH R-5 RIGID INSULATION IN FURRING SPACE 3/4" STUCCO FINISH 5 REBAR IN GROUT f CONCRETE 'BLOCK C4__ P 1 ALL DOOR JAMBS , DOORJAMB DETAIL AJ-1 4" ELCO ULTRACON SCRE" MINIMUM I3/4" EMBEDMENT. INSTALL IN ACCORDANCE WITH N.O.A. CORNER BEAD CONTINUOUS "J" BEAD CAULK CONTINUOUSLY AT PERIMETER 5/8"� TUBE SET IN FRAME TO PROTECT ANCHOR 18 GAUGE STEEL FRAME, FILL WITH MORTAR AS MASONRY WALL 15 ERECTED CAULK CONTINUOUSLY AT PERIMETER 3i'g" x 6" SLEEVE EXPANSION BOLTS, MINIMUM 3 PER HEAD, EQUALLY 5PACED AND 6" MAXIMUM FROM EACH JAMB 5CALE: 9/2"=1'-0" CONCRETE SLA5 SKIM PLASTER FIN15H ON UNDERSIDE OF CONCRETE SLAB l CAULK CONTINUOUSLY At PERIMETER 314" 37UGC.0 FINISH ALUMINUM DOOR AND FRAME CAULK CONTINUOUSLY AT PERIMETER MAXIMUM Y4" SHIM DOOR HEAD DETAIL SCALE: ly"=1'-O" A�v.l l 946" X 13/4" HEX -HEAD LAG Y4" ELCO ULTRACON SCREWS SCREWS (2 PER BRACKET) MINIMUM 13/a" EMBEDMENT. INSTALL IN ACCORDANCE WITH STAGER FASTENERS 4 INSTALL N.O.A. IN ACCORDANCE WITH N.O.A, STEEL SECTIONAL DOOR 4 TRACK P.T. 2 X S JAMB 3/4" 5TUCC0 FINISH -� i P.T. 1 X 3 TRIM, BACKBED WITH CAULKING ° a d CONTINUOUS "J" BEAD 4 CAULKING 3/4" STUCCO FINISH 3/4" STUCCO FINISH ' 05 RE15AR IN GROUT FILLED CONCRETE BLOCK CELL AT ALL DOOR JAMBS 1 O DOOR R JAMB DETAIL eCALE: 1 Ff /2'j= 1 1-0 A�.11 SCJ 1/2"GYP5UM WALLBC ON %w Z-FURRING CHI AT 24" O.G. WITH R-8 INSULATION IN FURRIh SPACE 3/4" STUCCO F€N15H 05 REBAR IN GROUT f CONCRETE BLOCK C... t. ALL DOOR JAMBS P.T. 2X BLOCKING CORNER BEAD CONTINUOUS "J" BEAD CAULK CONTINUOUSLY AT PERIMETER P.T. IBY FILLER 4 MAXIMUM Y4" 5HIM, BACKBED WITH CAULKING ALUMINUM WINDOW FRAME W/ LAMINATED GLASS CAULK CONTINUOU5L"T AT PERIMETER Ya" ELCO ULTRACON SCREWS MINIMUM 13/4" EMBEDMENT. INSTALL IN ACCORDANCE WITH N.O.A. , I ICI DOW JAMB D ETAI LSCALE: 1J/,"=1'-01F ® p A ° C d ° C SEE FIN15H SCHEDULE FOR CEILING HEIGHT AND FINISH 1/2"GYPSUM WALLBOARD ON IY2"GALV. Z-FURRING CHANNELS AT 24" O.C. R-S INSULATION IN FURRING SPACE APPLIED BASE 4 SEE FINISH SCHEDULE FOR CEILING HEIGHT AND FINISH I/2"GYP5UM WALLBOARD ON 1Y"GALV. Z-FURRING CHANNELS AT 24" O.C. R-5 INSULATION IN FURRING SPACE 8"CONCRETE BLOCK APPL I ED BASE CONCRETE FLOOR STRUCTURE 4 q TYPICAL PARTY WALL SCALE: 1 i1 = 1'-0 CONCRETE BEAM OF PRECAST CONC. LIN1 3/4" 5TUCC0 FIN15H Y4" ELCO ULTRACON i MINIMUM 13/4" EMBEDt INSTALL 1N ACCORD, N.O.A. CAULK CONTINUOUSL PERIMETER ALUMINUM DOOR ANL 3 DOOR HEAD DETAIL JAMB AT POURED CONCRETE COLUMN SIMILAR 1/2" GYPSUM WALLBC ON IY" Z-FURRING 04, AT 24" O.C. WITH R-5 INSULATION IN FURRIls SPACE 3/4" 5TXCO FINISH 45 REBAR IN GROUT f CONCRETE BLOCK G.-4 1 ALL DOOR JAMBS DOORJAMB DETAIL A6.1 1/2"GYP5UM WALLBOARD ON IY" ,Z-F URRING CHANNELS AT 24"O.C. WITH R-8 RIGID INSULATION IN FURRING SPACE P.T. 15'{' FILLER 4 MAXIMUM Y4" SHIM. 5ACK5ED WITH CAULKING CORNER BEAD CONTINUOUS "J" BEAD CAULK CONTINUOUSLY AT PERIMETER CORNER BEAD SCALE: 0 /11=1 1-001 CONTINUOUS "J" BEAD CAULK CONTINUOUSLY AT PERIMETER P.T. 1 BY FILLER 4 MAXIMUM Y4" SHIM. BACKBED WITH CAULKINGs ALUMINUM DOOR AND FRAME CAULK CONTINUOUSLY AT PERIMETER Y4" ELCO ULTRACON SCREWS MINIMUM 13/4" EMBEDMENT. STAGER FASTENERS 4 INSTALL IN ACCORDANCE WITH N.O.A. SCALE: 0/i'w1 1_011 Y2" GYP. WALLBOARD BOTH SIDES OF 3%" STEEL STUDS DOUBLE STUDS AT HEAD AND JAMB (TYPICAL) I X 4 SUB FRAME X 13/o" WOOD CASING (TYP) WOOD SHIMS WOOD FRAME HOLLOW CORE WOOD DOOR (TYP) 11 DOOR HEAD DETAIL 5CALE: lY2"=11-0If A�.11 JAMB 51MILAR ALUMINUM WINDOW FRAME WI LAMINATED CTLA55 CAULK CONTINUOUSLY -- AT PERIMETER 3/4" STUCCO FIN15H P.T. IBY FILLER 4 MAXIMUM Y4" 5HIM. BACKBED WITH CAULKING Y411 ELCO ULTRACON SCREWS MINIMUM 13/4" EMBEDMENT. ° INSTALL IN ACCORDANCE R °a WITH N.O.A. POURED CONCRETE OR d PRECAST CONCRETE SILL T I° MARBLE SILL SET IN MORTAR BED P.T. 2X BLOCKING 1/2"GYPSUM WALLBOARD ON lY" Z-FURRING CHANNELS AT 24" O.G. WITH R-5 RIGID INSULATION IN FURRING SPACE 1� I N DOW SI LL D ETAI L SCALE: lY"=1'-0" •Ar:O.I 1 9 d d d O d ° C SEE FIN€5H SCHEDULE SEEFIN15H SCHEDULE FOR FOR CEILING HEIGHT CEILING. HEIGHT AND FIN15H AND FINISH METAL STUD RUNNER I LAYERS OF V' GYPSUM WALLBOARD ON EACH 'SIDE OF 3Y 25 GAUGE METAL STUDS 24" O.G. METAL STUD RUNNER APPLIED BASE APPLIED BASE CONCRETE FLOOR STRUCTURE I TYPICAL PARTITION WALL SCALE: I" = , 1-O" 1/2"GYP5UM WALLBOARD COMER BEAD ON lY" Z-FURRING Cl"IANNELS CONTINUOUS "J" BEAD At 24" O.C. WITH R-5 RIGID INSULATION IN FURRING CAULK CONTINUOUSLY AT SPACE PERIMETER p P.T. I BY FILLER 4 MAXIMUM Y4" '4 A 5HIM. BACKBED WITH CAULKING 4 a4 I ALUMINUM DOOR AND FRAME CAULK CONTINUOUSLY AT 3/4" STUCCO FINISH PERIMETER "5 REBAR IN GROUT FILLED MINIMUM ELCO 3LTRACON SCREWS MINIMUM 13/4" EMBEDMENT. CONCRETE BLOCK CELL AT STAGER FA5TENER5 4 INSTALL ALL DOOR JAM55 IN ACCORDANCE WITH N.O.A. DOOR JAMB DETAIL SCALE: 1Y211_,1_011 A�.11 ALUMINUM 4 GLASS DOOR ALUMINUM THRESHOLD WITH WEATHERSTOP9 CAULK THRESHOLD PERIME" KEEPING WEEP 14OLE5 OPEN Y4" ELCO ULTRACON SCREWS MINIMUM 13/4" EMBEDMENT. INSTALL IN ACCORDANCE WITH N.O.A. CAULK CONTINUOUSLY AT PERIMETER MAXIMUM Y4,, GROUT FILL CONCRETE SLAB ra THRI�BHOLD DETAIL SCALE:Iy"=,�_@r1 A�.11 Y2"GYP. WALLBOARD 50TH 51DE5 OF 3%n STEEL STUDS DOUBLE STUDS AT HEAD AND JAMB (TYPICAL) 1 X 4 SUB FRAME WOOD BLOCKING Y X IY WOOD CASING (TYP) POCKET DOOR TRACK WOOD FRAME HOLLOW CORE WOOD DOOR (TYP1 1 DOOR HEAD DETAIL SCALE: ly"=1'-01` A�.11 r 4-1 to 10 � r 0< Lu 10 L 110 m . W €j J W d w Z J a W U ®D El a < J W U. z u u w z 1 < u U— REG. 669B w L) DOOR WINDOW AND WALL DETAILS SCALE AS NOTED -- FOUNDATION PLAN NOTES: PILE FOUNDATION NOTES: 1. ALL, ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE REFERENCED TO TOP OF GROUND FLOOR SLAB- � 1 ON -GRADE AT DATUM ELEVATION +0'--0 (+12,4' NAVD), { 2. TOP OF SLAB -ON -GRADE IS AT FINISHED FLOOR DATUM ELEVATION +D'-O', 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 I, 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. {r" 6. MINIMUM CONCRETE COVER TO REINFORCING STEEL: CAST AGAINST EARTH: 3' { 6 FORMED SURFACES: EXPOSED TO EARTH OR WEATHER: 1-1/2' WALLS AND FRAMED SLABS: 1' ] 7 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 > 9 WITHIN 12 HOURS OF POUR. 9. PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER SLAB -ON -GRADE WITH 6' TAPED LAPS. 1 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 ND. 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 & 34.2. 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 'SCUT-OFF°IS AT ELEVATIONS NOTED ON PLAN AND TYPICAL DETAILS. PROVIDE 4"PILE EMBEDMENT INTO PILECAP: 5r BEARING TIP OF PILES TO BE AUGERED TO APPROXIMATELY 4O' BELOW BOTTOM OF PILE CAP. THE GEOTECHNICAL ENGINEER SHALL VERIFY THE ADEQUACY OF THE PILE PENETRATION DEPTH ON SITE DURING REVIEW OF PILE INSTALLATION. 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. 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. NO PILE CAPS OR GRADE BEAMS SHALL BE POURED AT PILES WHERE DOCUMENTATION HAS NOT BEEN SUBMITTED AND APPROVED BY THE ENGINEER OF RECORD. 0. REFER ALSO TO TYPICAL PILING DETAILS AND SPECIFICATION ON DRAWINGS S4.1 & S4.2. SEE PILE DETAIL SHEET 12.S3.1 F'1 S3.1 FOUNDATION SCHEDULE MARK SIZE DEPTH REINF. REMARKS TE1 24' x CONTIN. 16' 3#5 B. CONTINUOUS --- #5x18' @ 32' O/C TRANSVERSE TS1 16° x CONTIN. 16" 2#5 B. CONTINUOUS GB1 16' x CONTIN. 24° 3#6 B, 3#6 T, 145 HEF #3 STIRRUPS @ 12' O/C ___ rC3 �tiO, F. GAO, F0 c�O, F - - Fa O, rC} 6�a� r� r✓ `i / / ✓. ..r. s. J. . FF TE1 .il_J U.J. 7C, J_ �� TEI .� 1 r TE1 I� �' ITE� I I I I `� / 1E1 I I d J �TE11 I TE1 + I TE1 , . TE1 TE1� 1r �+ � �;. I '. I + 1 I I I I I I I I I I L L _ _ TYPI ALLY DENOTES 8' CMU 1 I I ] ! + _ _ ! I --n--_-___- _------_I____---I; ---_ ;-_ L�F'2_ . I I I I BREAKAWAY WALLS' I I I I I � I i51 ' I I on I I + I 07 I I`2 I I I I TS r� C.J. C.J. L--I-.Ji-lC,J. I�l Icn I I 0° I I I F 53.1 init f I I i C.J. C,J ,', # , C.J. C JI1-� I • I� `T �! 4 U3 I- i I I I F.. - Q I I { I I I _ I THIS WALL FILLED SOLID W r L G~ l� f f1�� ' + ] 4 >k T151 �f51 TS1 -I---------I------�-- I----1---__� 1'='t-----1ti� rQ r rl-_ -- I -^ -- --�� #5 VERTICALS @ 16 O/C MAX. I I I I I G� I , I F21Q + I I? I ] yq I I I I� I I I I + { I I I I I I I I! 1 I I L-�-J 1-2 • I I I I Ci =; - I 1 I I I I � I I L_ �. �...._. -I I I _ I C.J. I I I I I ] I I I C..J ; I I + S3.1 qq 11 TSl I I �L. I I I�1 I Lam, ! i - - �� L^'� i - - - -�TSi Ll I y _ _ ~ _ - _ - _ - i - - - - - - �� 1 I -t-_J I L-+---I I L��J • w I I I I I I _�.O.- S. r I I I I I I I I I I I I I I + I � 0 �12.0r NAUC1} I __ - -I ---- - ^_--_� I I (SLOPE PER ARCF:'L �! ---------- I I --- I I ----I-.--- �----l--------- --- - --- a -----I------ L-----J----L----I --- I I I I_ - __ - - - - - _ _ I I I I I I + I I I I I I ] I I_---� ----- � I - I �k I I _ I ,�4 I I I I I 4 I i I I I I I I r---ji r II T.O. C4P I I I I I I I I T.O. CAP I@ • I I I I I I 4 01 (VERIFY) I TYPICALLY DENOTES I I : I I I I f� �I I -4'-0 (VERIFY) I , THIS WALL FILLED SOLID W/ , I I I I I I I ITS1 I I + '/s'x1Yx' SAWCUT JOINTS I I I + I I ITS1 I I #5 VERTICALS @ 16, O/C MAX. I + I I , . , MADE WITHIN 12HRS OF POUR I I T - - - -- I ---� I--- ----, ------------- t------I------t - ---- ----t ---I L---_1--------I I -�--- - }---- - -- - - -- - -- ' I ��• _ I I � + I I I I I I I • I I F3 S3.1 4 I I, %' r 1 I I I I , I I J ; t I I I I 54 I { I I 1 , I I / . I I "tl f, , ;,.. i = � I 5F31.1 L�_ti �; I SI _ ] .iI- -3.1- J.!'-II {I+ III� 4III ��•F_ 7_7UP4;F3 j-r T�, I TS S1 S c - ----- TLE -1- TE1 TE1 T1�I L-SW5J SW5 #5 VERTICALS IN FILLED CELLS _J -L , . LLxL 1� -� 4 @ 4'-0' @ 48' O/C MAX. U.N.O. '4 2'-0" FLOOD NOTES: THE DESIGN OF THE BREAKAWAY WALLS MEETS THE REQUIREMENTS OF ASCE 7-10, [ THE DESIGN OF THE BREAKAWAY WALLS MEETS THE REQUIREMENTS OF ASCE 7-10. THE BREAKAWAY WALLS ARE DESIGNED TO COLLAPSE AT 20 PSF OR LESS. BREAKAWAY WALLS ARE DESIGNED TO COLLAPSE FROM FLOOD LOADS LESS THAN THAT WHICH OCCURS AT BASE FLOOD ELEVATION. ( THE SUPPORTING FOUNDATIONS AND ELEVATED STRUCTURE HAS BEEN DESIGNED AGAINST COLLAPSE, } PERMANENT LATERAL DISPLACEMENT, AND OTHER STRUCTURAL DAMAGE DUE TO THE EFFECTS OF FLOOD LOADS IN COMBINATION WITH OTHER LOADS AS SPECIFIED IN ASCE 7-10, FULLY ENCLOSED AREAS BELOW THE DESIGN FLOOD ELEVATION SHALL BE CONSTRUCTED TO ALLOW AUTOMATIC ENTRY AND EXIT OF FLOODWATERS, THE DESIGN WILL PROVIDE FOR EQUALIZATION OF f HYDROSTATIC FLOOD FORCES IN ACCORDANCE WITH SECTION 2.7.2.2 OF ASCE 24. WIND LOAD DESIGN CRIIEEIA- WIND LOADS PER ASCE 7-16 & 2017 FLORIDA BUILDING CODE. V=164 MPH- 3 SECOND GUST, ULTIMATE EXPOSURE 'D' CATEGORY II BUILDING, I=1.00 FULLY ENCLOSED STRUCTURE/GCpi= ±0.18 ALL OPENINGS PROTECTED COMPONENTS AND CLADDING DESIGN PRESSURES (ALLOWABLE STRESS DESIGN) PSF ZONE 1 +20.6 --50.6 ZONE 2 +46.3 --85.0 ZONE 3 +46.3 -85.0 ZONE 4 +46.3 -50.2 ZONE 5 +46.3 -61.8 MOJES: SEE PILE DETAIL SHEET 12.S3.1 a 15P CAP= 20'-O'x12'-0'x2'-6' DEEP CAP W #6 @ 8° O/C T&B EACH WAY F1 S3.1 THE STRUCTURE DESIGN SHOWN ON THESE DRAWINGS COMPLIES WITH THE STRUCTURAL REQUIREMENT OF SECTION 3109 OF THE 2017 FLORIDA BUILDING CODE, STRUCTURES SEAWARD OF A COASTAL CONSTRUCTION CONTROL LINE. ALL CONCRETE MASONRY UNIT WALLS FROM FOUNDATION TO UNDERSIDE OF 2ND FLOOR FRAMING ARE INTENDED AS BREAKAWAY, ALL POURED CONCRETE COLUMNS AND WALLS ARE DESIGNED AS FLOOD RESISTANT TO HYDROSTATIC AND HYDRODYNAMIC LOADS. STIRLING & WILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1563 email: cad1g'?a stirlingwilbur.com Copyright (0 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 1 2-1 0-1 8 PROJECT NUMBER S201 V-064 q►►ti►y5S631C11i11FltP�F t5q€� '17 lire '�Q�4`�n z`mu�ss n� �� 091 �.34927 w � s r« 1)i9llysignedby Brian S t i r I i b P pate: 2020-05_20 STATE- OP J � a � AL '] rnirFF€tFl3ssie0 REVIEWED FOR CODE COMPLIANCE ST, LUCIE COUNTY BOCC FI& FOUNDATION PLAN.,, � o 1/g^-11 0" REVISIONS This item has been digitally signed and sealed by Brian Stirling, PE, on the date adjacent to the seal. tifthffd copies of this '068P0urrlent are not considered signed and sealed and the signature must be verified on any electronic copies. NO. ITEM DATE 1 I PLAN REVIEW 09-27-19 PLAN REVIEW 1 02-07-20 DRA1NN BY RT'R CHECKED BY BHS DATE 12-10-18 PLOT SCALE �/s'=V-0' THIS DRAWING IS NOT TO BE SCALED. FOUNDATION PLAN SHEET NUMBER 1231.1 FOUNDATION PLAN NOTES: PILE FOUNDATION NOTES: STIRLING & WILBUR ENGINEERING GROUP 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 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 (F'C): 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 CUSIC YARD, MINIMUM, BUT NOT LESS THAN RECOMMENDED BY THE MANUFACTURER. PROVIDE SAWCUT CONTROL JOINT'S 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. 508D28, 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. LL1 - f 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 GRAUEBEAMS ARE FLUSH AT ELEVATION -4'-9" (+5'-O" NAVD), TYPICAL. 4, PILE 'GUT-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 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 $4.1 & S4.2. F1 S3.1 1717 �1 f--,7 10 & 0� f 0 &0 , F0 Q, ,O , FOUNDATION SCHEDULE MARK SIZE DEP111 REINF. REMARKS TE1 24' x CONTIN. 11, 345 B. CONTINUOUS #5x18' 2 32' O/C TRANSVERSE TS1 16' x CONTIN. 16, 2#5 B. CONTINUOUS GB1 16' x CONTIN. 24" U. V.U. V. v.U. v.u. I FTET] ` TEl7I TE1 I I l_ , TE1 i � �' l E1 I ,,� I I I 1 % i ! I f � �.. �MTE1 I ! TE1 I LILT" I I TE1 F I FF : F 1(- �! i - - JII ._ IIIrF1-7 -YI_II! AL-EA1 TS�Q8oUI Mi!I! ----__!III -___TPGLYDNOE'CU-_!III!II! _-_- �211 BREAKAWAY WILLS C.�J1I.!C.� . �1C! C.J. L��.�� �TS1 IL3�I I 51 --f - k_ _..T.I.5.__._177 THIS WALL FILLED SOLID W/ - 1i___.i ------1-_-----L------j------ #5 VERTICALS @ 16 O/C MAX, _ -- ;i I r S 3.11 1 �l I �"1 I I I I �" I �i I I I\ 1 I I I�`� ,!A I ! I �^i L-1 I ! F2 J I I I C.J� I I I S3.1 ! J:�--r--,- - - -- - - - -f-----+____�'�L'1� �O.J_--------_I�_-r-------l------r--- -r---- -- �1----+--------- T51 I I L� �� ! ! 1 ,�`� ,L� 1 I L� ] � � I IT � - - J L--J ! I L-+-J ! ! L--#--J S.I I r ' 1 9 ! I I I I IT I O -0 (12.0 NAVD I I I I ! ,� --- �----!----{------------- �_- I (SLOPEIPER ARCLIL)I I I'.�..----------------�--_______-__-_____ �_ _. _-__ _------------L-__.I_---.!___ L - ___! _-------------------- + 1 1 ! I T.O. C�P P ! T.O. CAPI!I @ m -4'-0A(VERIFY) -4-0" (VIER LIFY) III !II! !II I!1! I I ! I THIS WALL FILLED SOLID W/ I I j I I I ITS1 I I I 'Ys'x1Ih' I SAWCUT JOINTS I I I I I I +TS1 I I I I I #5 VERTICALS 2 16' O/C MAX. ! i I - I ! I MADE WTHIN 12HRS OF POUR LII -�I�I 44-- - - - - 4 - _ _ _ - - - - - - - - - - --- -- - - - - - { F3 3.1 SW4 $V4 - - I t I� � I F3 o .• F1 L S1 -� I 1 r, - TS1 +I TE1 __.III� _. , TTS1 I -`ll TE=F�__!El TE1I cj.,„,.. i 1 I G fi' #5 VERTICALS IN FILLED CELLS L - - - J @ 48' O/C MAX, U.N.O. 1Q ^� -- L_---- SW5---- _ _ 4 @ 4'-O° -o -a WIND LOADS PER ASCE 7-16 & 2017 FLORIDA BUILDING CODE. V=164 MPH- 3 SECOND GUST, ULTIMATE EXPOSURE '0' CATEGORY II BUILDING, 1=1.00 FULLY ENCLOSED STRUCTURE/GCpi= ±0,18 ALL OPENINGS PROTECTED COMPONENTS AND CLADDING DESIGN PRESSURES: (ALLOWABLE STRESS DESIGN) PSF ZONE 1 +20.6 -50.6 ZONE 2 +46.3 -85.0 ZONE 3 +46.3 -85.0 70NE 4 +46.3 -50.2 ZONE 5 +46.3 -61.8 15P CAP= 20'-O'x12'-0'x2'-6' DEEP CAP W #6 @ 8' O/C T&B EACH WAY F1 SEE PILE DETAIL SHEET 12.53.1 THE STRUCTURE DESIGN SHOWN ON THESE DRAWINGS COMPLIES WITH THE STRUCTURAL REQUIREMENT OF SECTION 3109 OF THE 2017 FLORIDA BUILDING CODE, STRUCTURES SEAWARD OF A COASTAL CONSTRUCTION rr CONTROL LINE. 1 ALL CONCRETE MASONRY UNIT WALLS FROM FOUNDATI TO UNDERSIDE OF 2ND FLOOR FRAMING ARE INTEND AS BREAKAWAY. ALL POURED CONCRETE COLUMN ND WALLS ARE DESIGNED AS FLOOD RESISTANT TO DROSTATIC AND HYDRODYNAMIC LOADS. r FOUNDATION PLAN I 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cadtgstirlingwilbur.com Copyright (0) 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1 -A NORTH HUTCHINSON ISLAND ST, LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 SIGNISEAL Qy al 'EOF a a e'.�4,o R 10 BRAN S-nRLlRU.-4NW@P*'' REVISIONS NO. ITEM DATE PLAN WVIEW 1 09-27--19 DRAWN BY RTR CHECKED BY BHS DATE 12-10-18 PLOT SCALE 16"=1 `-O' THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE FOUNDATION PLAN SHEET NUMBER 12. S':l-,,-. 1 FOUNDATION PLAN NOTES: PILE FOUNDATION NOTES: STIRLING & WILBUR ENGINEERING CROUP 1 2. 3. 4. '61 1 7 �j 9. 10. 11, 12. 13. 14. ALL ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE REFERENCED TO TOP OF GROUND FLOOR SLAB- 1. REFER TO GEOTECHNICAL INVESTIGATION REPORT NO. ??? ON --GRADE AT DATUM ELEVATION +D'-0". (+12.0' NAVD). 2, ALL PILES SHALL BE 14" DIAMETER AUGERCAST CONCRETE WITH THE FOLLOWING MINIMUM SAFE TOP OF SLAB -ON -GRADE IS AT FINISHED FLOOR DATUM ELEVATION +0'-01, UNLESS NOTED. ALLOWABLE LOAD CAPACITY: CENTERLINES OF COLUMNS, WALLS AND FOOTINGS ARE COINCIDENT UNLESS NOTED. COMPRESSION; 50 TONS MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH (Fr.): 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 `SCUT-OFF'IS AT ELEVATIONS NOTED ON PLAN AND TYPICAL DETAILS. PROVIDE 4"PILE EMBEDMENT REINFORCING STEEL: GRADE 60 KSI. 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 36 x BAR DIAMETER AND PROVIDE 24"x 24" CORNER BARS. GEOTECHNICAL ENGINEER SHALL VERIFY THE ADEQUACY OF THE PILL PENETRATION DEPTH ON SITE 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 EXPOSED TO EARTH OR WEATHER: 1--1/2" INSTALLED PILES PRIOR TO POURING OF CAPS AND GRADE BEAMS, WALLS AND FRAMED SLABS: 1' 7. THE CONTRACTOR SHALL RETAIN A PROFESSIONAL SURVEYOR TO PREPARE AN AS -BUILT LOCATION BEAMS AND COLUMNS: 1-1/2' TO STIRRUPS AND TIES. SURVEY OF ALL PILES AFTER INSTALLATION. THE SURVEY SHALL NOTE DEVIATIONS OF AS - PROVIDE 48 HOURS MINIMUM NOTICE TO THE ENGINEER PRIOR TO ANY POUR OF STRUCTURAL CONSTRUCTED PILE LOCATIONS, FROM DESIGN LOCATIONS. SUBMIT SURVEY AND OBTAIN ENGINEER'S CONCRETE. APPROVAL PRIOR TO ANY POUR OF CAPS OR GRADEBEAMS. SLAB -ON -GRADE TO BE 4° THICK. PROVIDE TIBERMESH' POLYPROPYLENE FIBER MESH REINFORCEMENT 8. COORDINATE ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS. REPORT ANY ADDED TO THE MIX AT THE RATE OF 1-1/2 POUNDS PER CUBIC YARD, MINIMUM, BUT NOT LESS THAN DISCREPANCIES IN WRITING TO ENGINEER AND ARCHITECT PRIOR TO INSTALLATION OF RECOMMENDED BY THE MANUFACTURER. PROVIDE SAWCUT CONTROL JOINTS AS SHOWN ON THE DRAWINGS PILE, FOUNDATION EXCAVATION AND FABRICATION OF REINFORCEMENT, WITHIN 12 HOURS OF POUR. 9. NO PILE CAPS OR GRADE BEAMS SHALL BE POURED AT PILES WHERE DOCUMENTATION PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER SLAB -ON -GRADE WITH 6' TAPED LAPS. HAS NOT BEEN SUBMITTED AND APPROVED BY THE ENGINEER OF RECORD. FOUNDATIONS SHALL BE FOUNDED ON SOIL CAPABLE OF SUSTAINING 2000 POUNDS PER SQUARE 10. REFER ALSO TO TYPICAL PILING DETAILS AND SPECIFICATION ON DRAWINGS S4.1 & S4,2. FOOT. SOIL OF THIS VALUE IS ASSUMED TO BE FOUND AT THE ELEVATIONS SHOWN. REFER TO GEOTECHNICAL INVESTIGATION REPORT NO. 508028, DATED SEPTEMBER 2, 2005, PREPARED BY KSM ENGINEERING AND TESTING, INC. PREPARE SUBGRADE SAIL IN ACCORDANCE WITH PROCEDURE INCLUDED IN THE GEOTECHNICAL INVESTIGATION REPORT NOTED ABOVE. SOIL AT THE UNDERSIDE OF FOOTINGS SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL CONSULTANT PRIOR TO THE POURING OF FOOTINGS. REFER ALSO TO GENERAL NOTES AND TYPICAL DETAILS ON DRAWINGS S4.1 & S4.2. FOUNDATION SCHEDULE MARK SIZE DEPTH REINF. REMARKS TE1 24" x CONTIN. 16' 3#5 B. CONTINUOUS #5x18' @ 32' O/C TRANSVERSE TS1 16' x CONTIN. 16' 2#5 B. CONTINUOUS Y GB1 16' x CONTIN. 24' F1'm Mir S3.1 f' lo &01 10 &01; L iI i II --- I I I .• I -0 cv - 'I i �1 7E�_ 1�t- — J ® TE1TEI ] TE1I 7E1 T"�-} TEITE11:r Tf CO TYSPF3I2QaII1I A1 LLILYDENOTES N--OIIIIH1 TCE--S,-8-J -'IIICMU I _- f!Ii!I IfI€fi! rIL••`�--` !!!!I �fIEfI,I _-o'oI-�--�- �iI• 1__ BREAKAWAY WALLS oCTS-�2. C.JC.J.CJC.J, C.JI C.J. V CJ.� - Q TS1 THIS WALL FILLED SOLID W/ I15 VERTICALS @ 16" O/C MAX. F2 S3.1Ir " � I J TS1 F-_ 1 lTS1 .—j _ F. J JII -T.O, S. P f12.0' NAVD} I I 1 I I 1 f I I ! Is! I (SLUFF PER A#�CH'L} iI --_ ___ ____I. __--•—I— I _— i �_—f------� ----- �� - _--I---- I---- - — — — —— -————— -R—---�---- • I I ! I f I f I I I I I I ! I I I I I I I f I I I �I �rf1 ll I I I !I !I III I II IJ T.O. C�P T.O.CAPi� e c; f 4 _DI (VERIFY}YPICALLY DENOTES 4-0 (VERIFY) THIS WALL FILLED SOLID W/ IiII I!II IIII IIII IT51 I a I I W/s'x1Yz' I SAWCUT JOINTS I I i I 'TS1 I I I I I ! #5 VERTICALS @ 16' O/C MAX. + I I ! I I I MADE THIN 12HRS CIF POUR I I r I ------- I -+ ---- -_ -- ___I LI II! ! 5F3 II 4II -- -- --3.1 ---- SW4 SW4� r] I Up � _.�L------_ - - - I F1 j T51 _ -- I.1 - I I S1 J i i ! I I f W I TS I' I I - r r— .'.�,ii"'- � I 5 I iTEI TE1 �- TE1 TE1 1 r.I TE1 ItYj C.J. , C.J. I v L...SW5-----_j L �J� #5 VERTICALS IN FILLED CELLS 48, O/C MAX. U. N.O. �Q cc LR f 7085 SOUTH TAM [AM I TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email. cad P_stirlingwilbur.com Copyright (D 2018 Stirling & Wilbur Engineering Group E138482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS PERMIT STIRLING & WILBUR ENGINEERING GROUP 4#8 T (2 LAYERS) 4#8 B (2 LAYERS 12FB1 (2420) 1J4'=1'-C' #3 STIRRUPS @ 8' O/C 12FB4 (8x20) V4"-1'-0• ya nrinr3LinC^ M o" n In 1217132 (2420) 32 12FB5 12FBfi (8x20) v4°=1'-0' t T5 T6 S3.2 S3.2 12FB3 (24x2O) V4"=1'-0' �f. 20.0' NAVD, 'LOWEST HORIZONTAL 1 STRUCTURAL MEMBER �} 1 } C� o c� 00 ERILO 210 _ _. :_. _-._.... .. ..... ... .-.... _— - ..-n. IB] " 1' 7' 2' 7' 8#5 T 2' 7' 1' 7' 1 7" 2' 7' 8#5 T 2' 7' 1" I- 8#5 T 9#5 T 9#5 T 8# T *r I�� 5212 OCT LO jl I¢ II a III �_ #5e12 Ocr � III jIa I I� �. ' All !I m I j C'1 C,i C`J 20 II II' — d au I 7' 12FB1 24x20 � II 12F$1 (24x20} II ` — — 121-62 (24x20) �Q� �, II #5 @ 12' O/C T in C, �, 12F82 (24x24 Cr-- 1 m { T8 S3.1 8#5 -1_ _ Q 7' .:t — — r — _ 7' d 8#5 T I1/2" 7 r 1 p .� _7"�'� G� Ln ©70 II B °° 19.7 (21.7 NAVD) I I I 39- o0 _ QU m III ` T4 1 8' THICK POST TENSI NED SLAB CD 53.2 V� ; I� III III Id 1#5 VEI II OF VER WALLS. t�2 � ,. ,-' II II I 3' r U 7 5W4 �n /f ..� 7 5W4 53.2 ?3� f, r.. 3" + W.A. W.A r_a r' 3 ® �,rl 25C . --` .' W.A. --� — c�`� W.A.----_ r --_W.A.j --- c� W.A. ---_ _ —� .A -- — — W. A �- 3 cl � C.3 -- �F . / - - lu (4xZ0i2F8 - °° i _ #5 @ 12' CjC T —x �.-7 - A.�r' 7' n- 1DOK 1 oo` I 7"Ll ' � SW5 SW5 W.A, — G— W_A• I - — A. — W.A� rn x m m � vi 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 +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 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 RENEW 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. ffJ a vi i 55K QQLUMN_ LEGEND. C1= 12'x24' C2= 8'x24' ;TICAL @ 48' O/C MAX IN GROUTED CELLS 1CAL NON -LOAD BEARING 8' CMU INFILL 2ND FLOOR FRAMING PLAN 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad0stirlingwilbur.com Copyright ® 2018 Stirling & Wilbur Engineering Group EB64S2 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1 -A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 SIGNISEAI_ A Y c33 yrl 4 . f� I� 1 v y 9 ```p ���►►► BRIAN SiIRUNG, PE 34927 REVISIONS NO. ITEM DATE DRAWN BY RTR CHECKED BY BHS DATE 12-10-1 B PLOT SCALE A'=1'-Q' THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE 2ND FLOOR FRAMING PLAN SHEET NUMBER 1231.2 STIRLING & WILBUR ENGINEERING GROUP 3 STIRRUPS @ 8' O/C 446 T 240x 3'--0' ' 1 Yz' -0' 4#6 8 4#8 T (2 LAYERS) 12FB1 (2420) V4'-1'_Or #3 STIRRUPS @ 8' O/C 2U[: 180K 4#8 B (2 LAYERS 12FB4 (8x20) T-' FLOOR FRAMING NOTES: L 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 +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. DESIGN LOADS LIVE LOADS: LIVING AREAS AND BALCONIES: 40 PSF WALKWAYS: 60 PSI- 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 BEADS: 5000 PSI 5. REINFORCING STEEL GRADE: 60 KSI. SUBMIT SHOT' 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 4B 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. 1& REFER ALSO TO GENERAL NOTES AND TYPICAL DETAILS ON DRAWINGS S4.1 & S4.2. a r-nnni inc^ n e' n In 12F®2 (24x20) y4'=1,_G' L.'2 C-TIODI10C © Of n If` 12FB5 12FB6 (8x20) 1/4'=1'-C' r2 L.-1 one n e' n /r 12FB3 (2420) Y4°=1'-O' 210K 255K COLUMN LEGEND: C1= 12'x24' C2= 8'x24` 1#5 VERTICAL @ 48' O/C MAX IN GROUTED CELLS OF VERTICAL NON -LOAD BEARING 8' CMU 1NFIL. WALLS. l 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad aostirlingwilbur.cvm Copyright Q 2018 Stirling & Wilbur Engineering Gaup EB6482 PROJECT NAME CRISTELLE CAY CONDOMIMUM STATE ROAD A-1 -A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 12-1 0-18 PROJECT NUMBER S2018-064 SIGNISEAL V ° Qj + a` Bpi REVISIONS FLOOR FRAMING NOTES: STIRLING & WILBUR ENGINEERING GROUP 1, ALL ELEVATIONS GIVEN ON THE STRUCTURAL DRAWINGS ARE REFERENCED TO TOP OF EXISTING h< GROUND FLOOR SLAB -ON -GRADE AT DATUM ELEVATION +0'-O" (+12ff NAVD). i T ELEVATION +19.7° +31.7' NAVD EXCEPT AS NOTED ON PLAN. TAPER 2. TOP OF STRUCTURAL FRAMING S A ( } 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. iK 5K :RTICAL @ 48' O/C MAX IN GROUTED CELLS MCAL NON -LOAD BEARING 8' CMU INFILL OK 3RD FLOOR FRAMING PLAN 'A"=1'-0" 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad pstirlingwi[bur.com Copyright (0 2018 Stirling & Wilbur Engineering Group E66482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT PROJECT NUMBER S2018-064 12-10-18 SIGN/SEAL ;,_ r 01 0 OF '��/,t4� •. D R 10 0 �iV�aAL'��� BRIAR STIRUNG, PE 34927 REVISIONS DRAVV'N BY RTR CHECKED BY BHS DATE 12-10-18 PLOT SCALE Y31=1'-0' THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE 3RD FLOOR FRAMING PLAN `� 53.ri3,fJ'T 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 +Q'—Q" (+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: 4D PSF WALKWAYS: QO 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 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, S. 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. I CAL @ 48' O/C MAX IN GROUTED CELLS CAL NON —LOAD BEARING 8" CMU INFILL STIRLING &WILBUR ENGINEERING GROUP 0 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email. cad aastirlingwilbur.ccm Copyright (0 2018 Stirling & Wilbur Engineering Group E86482 PROJECT NAME CRISTELLE CAV CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTS', FLORIDA 12 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 SIGNISEAL "10,1%111••, miffs, ,,..1� �� W' ST11 o� iG E••s epg .. ... _iRIM `Sim 7V,7- REVIS ION ! I NO. ITEM DATE 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 +297 (+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 DRAWNGS 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. )K -.RTICAL @ 48" O/C MAX IN GROUTED CELLS 2TICAL NON -LOAD BEARING 8' CMU INFILL WOK I 4TH FLOOR FRAMING PLAN f, F STIRLING &WILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cadostirlingwilbur.cvm Copyright (C) 2018 Stirling & Wilbur Engineering Group E86482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1 —A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 1 2-1 D-18 PROJECT NUMBER S2018-064 SIGN?SEAL Pde T a e ■ L �F 9 F � A • qP D+NRLd BRIAN STIRLING, iE 34927 REVISIONS NO. ITEM DATE DRAWN BY RTR CHECKED BY BHS DATE 12-10-1 B PLOT SCALE THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE 4TH FLOOR FRAMING PLAN SHEET NUMBER 1231.4 FLOOR FRAMING NOTES:. STIRLING & WILBUR ENGINEERING GROUP 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 (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 ENGINELR 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. a ca c' C3 C7 C7 co tx7 a'0 0i ou FA ETA1 F- 1' 7' 2' 7'f r— 2v 7' 1' ,7" 1' 7" 2' Vj 7' 2" 7' 1' fnow — j9#5 T 8457 9 #5 12° O/C T r ZW _ .r. R ■ #5 12" A; T .f � r i AFAI 1" EEa 7' 2' j o 2 9#5 T 1• 9# T if G L [A] iff� 0G � 6; LO T Q G I �,T.0.5. + 8#5 8#5 T "s - 29.7' (41.7' NAVD) � ' 8THI I( POST TENSIONED SLAB 1 # 5 Vf OF VEI WALLS cc� U - 1• f ; �G i 3f W4 V7 � mi au �, ui .'ram! F: 1' m, n 9#5 T #5 T 9#5 T r r• V T � ....... 7" ..... 1' ry ........... ....... ro .... .. . ...... 7'i' Gti 7r 2" 7' � ,..,` #5 @ 8° O T ' _°° 7' WON 8s 0 C T ..... 1s f r SW5 SW5 _74 -7 Z j M P6 )K 5K RTICAL 2 48' O/C MAX IN GROUTED CELLS 'TICAL NON -LOAD BEARING 8' CMU INFILL DK 4 31Ara l w, N 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@�stirlingwilbur.com Copyright (C) 2018 Stirling & Wilbur Engineering Group EBW2 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-084 51GNISEALSTIR' r �� aa�.a �.• pay. a erp � as '06 ' • STATE OF !!/ vv NO. ITEM DATE STIRLING & WILBUR ENGINEERING GROUP 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: 64 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: 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. III 1—may { 1{ VI 1 .1- 8' POURED IN PLACE SLABS W/ #5 @ 12' O/C TYPICAL T&B EACH WAY UNLESS NOTED OTHERWISE. r HIGH ROOF FRAMING FLAN Ye'=1'-0° LOW ROOF FRAMING PLAN I : i Irk ML nik7n iNVVI .JLr1U0- 8' POURED IN PLACE SLABS W/ #5 @ 12' O/C TYPICAL T&B EACH WAY UNLESS NOTED OTHERWISE. CK 4K RTICAL @ 48" O/C MAX IN GROUTED CELLS ZTICAL NON -LOAD BEARING 8' CMU INFILL !OK Kim 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright (C) 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1 -A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 12-1 0-18 PROJECT NUMBER S2018-064 SIGNISEAL �.•"10 s S ATE OF 4 .�0RIDP, REVISIONS NO. ITEM DATE DRAWN BY RTR CHECKED BY BHS DATE 12-10.18 PLOT SCALE THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE HIGH AND LOW ROOF FRAMING PLANS SHEET NUMBER 1231.5 STIRLING & WILBUR ENGINEERING GROUP 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'_O". (+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 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: 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. & 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 55.1 & 5.2. P I I I v"" , I I I I I %wwi JLIII 1 8' POURED IN PLACE SLABS W/ #5 @ 12' O/C TYPICAL T&B EACH WAY UNLESS NOTED OTHERWISE. HIGH A'=1!_0R ROOF FRAMING PLAN I I(-TL,ML F11%j Fl RVVF .7LriDJ. 8s POURED IN PLACE SLABS W1 #5 @ 12' O/C TYPICAL T&B EACH WAY UNLESS NOTED OTHERWISE. w w •x.� w CV N [� cti C.I Ltil 11. 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941 ) 929-1552 FAX (941 ) 929-1553 email; cad@?stirlingwilbur.com Copyright (D 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSCN ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 SIGNISEAL �4`k� ',.. _. ••., V ` " No.. a try'• r � •=�'4a;` REVISIONS !',1) 16 LOW ROOF FRAMING PLAN 1:�i III 'G 40.3' 29.7' 19.7' SW1 SW2 SW3 SHEAR STUD RAIL SCHEDULE: @ EXTERIOR STEP DOWNS H--5V/4' ALL RAILS ..__....---- A-1 R1 -..._._........... 3 R2 ...... - 3 N ----- .............._....._ 7 S 27/s' L H4 _...._._._._. 23' ' 6Y4" B-1 3 3 7 271b' 23" 6Y4" C-1 3 3 7 27Ie' 23" 6Y4' --A-2- B--2 -2-- 2 3 3 7 7 27h' .27A" 23' 1 23' 6Y4' 6Y4' C-2 2 _ ^3 7 27/a' 23' 6Y4" SW4 N- # OF STUDS s'O TYPICAL 44' W xY4' THICK AIL PLATE TYPE A-1 & A-2 SW5 TYPE B[] B-1 & B-2 SHEARWALL COLUMNS; (ALL S'x24' W/ ALL #3 TIES Q 8' O/C) VERTICALS SWC1 1247 5wC2 10#7— - SWC3 1O#6 -SWC4 m 10#5 SWC5 8#5 SWC6 6#5 WALL REINFORCING TYPICAL— #5 @ 16' O/C VERTICAL EACH FACE. 45 @ 8' O/C HORIZONTAL EACH FACE. TYPE [C C-1 & C-2 COLUMN SCHEDULE C1 12x24 8#7 VERTICALS #3 TIES @ 8' O/C C2 &24.,_ 1O#7 VERTICALS 43 TIES @ 8` O/C pA C213 8x24 8#7 VERTICALS 1 #3 TIES @ 8' O/C C2C 8x24 8#6 VERTICALS #3 TIES C2D 8x24 8#5 VERTICALS #3 TIES @ 8' O/C C3 8x16 6#5 VERTICALS #3 TIES @ 8' O/C VERTICALS OR - TIES 12' 24' STIRLING & WILBUR ENGINEERING GROUP Es, nw 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE �941) 929-1552 FAX (941) 929-1553 email: cad@striingwilbur-com Copyright Q 2018 Stirling & Wilbur Engineering Group ED6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1 -A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT PROJECT NUMBER S2018-064 12-1 D-18 SIGN/SEAL <<,[��� (�1 I ••,, o 7 • ; �Lx a cr= 0 ; STATE OF a , +`5� t�y�• BRIAN STfRL�; 1� � XV REVISIONS NO. ITEM DATE DRAWN BY RTR CHECKED BY BHS DATE 12-10-18 PLOT SCALE Y4'=1'—O` THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE COLUMN & WALL DETAILS 4a.3'T 29.77',� 19.77"�, 9.7 T Ams SW1 al—Q, SW2 SW3 SHEAR STUD RAIL SCHEDULE: @ EXTERIOR STEP DOWNS 1;�5V4' ALL RAILS R1 R2 N S L j H* — A-1 -------._._._._...._ 3 3 - ___ 7 _...._._._._._.. __. 27/8' -- 23' --- -- 6V4' R-1 3 3 7 27h' 23' 6Y4' C-1 __ _ 3 -- ---- 3 7 ---- 27/6' ------.J---- 23' 6Y4' A-2 2 3 7 ,2?Afl 23' 6Ya' 13. -2 2 3 7 27A' 23' 6Y4' C-2 2 3 7 27Aa 23' 6Y4' S vs S S ,S S S S N= # OF STUDS x - 1/2'0 TYPICAL I Y4' W x�/4' THICK L RAIL PLATE 111-01A F SW4 TYPE [ A--1 & A-2 16'-8' 1MV �R2 R1 Q c, cjl� r� � rtil C] En Cy U EJ] Q tad C) � R2 ' R2 R1 R1 TYPE [E TYPE M B-1 & B-2 C-1 & C-2 VERTICALS 12#7 1O#7 1O#6 1O#5 8# 5 1 6#5 REINFORCING TYPICAL COLUMN SCHEDULE Cl 12x24 8#7 VERTICALS #3 TIES @ 8' O C C2A 8x24 1 10#7 VERTICALS #3 TIES R 8' O C C28. 8x24 8#7 VERTICALS #3 TIES @ 8' _ U C C2C 8x24 8#6 VERTICALS #3 TIES @ 8' O/C C2D C3 8x24 8xi6 845 VERTICALS 6#5 VERTICALS I #3 TIES @ 8' 13 TIES @ 8' 0fC O/C VERTICALS 8' OR r - — TIES 12' 24' STIRLING & WILBUR ENGINEERING GROUP 7065 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email.. cad aostirlingwilbur.com Copyright CC7 2018 Stirling & Wilbur Engineering Group E86482 N OTAN z1fts►1lkhI� CRISTELLE GAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-884 51GN15EAL a►�'`''STIIq.,,,, No.34 cY- J p : to I »llj�� STA E �1F '•�s••'� 0Rtio�, •'�,�. REVISIONS NO. ITEM DATE STIRLING & WILBUR ENGINEERING GROUP 1 Y2' CLR T.O. GRADE VARIES T-- T.O. SLA'-6 - rF 1 S 3.1 3/,4'"=1'-t;" #3 TIES WO AUGER-CASI PILE DETAIL 5' (MIN) CONCRETE STAIR SLAB 1#5 VERTICAL IN GROUTED CELL 1#5 VERTICAL @ 48' O/C MAX IN T.O. SLAB ' GROUTED CELLS OF VERTICAL NON - OF VERTICAL NON- LOAD BEARING, LOAD BEARING 8" CMu INFILL WALLS 0'-�}• - BREAKAWAY 8" CMU WALL - SEE PLAN �l 4' CONCRETE SLAB -ON -GRADE a^ 1 I I ii� Iil�i 1 171 TE1 4' CONCRETE SLAB-( T.D. Q'- p' F 2. 8' CONCRETE WALL W/ #5 @ 12' O/C VERTICAL AND HORIZONTAL T.O. PILE CRP —4'4' 0. PILECAP BOTTOM ELEVATION DETERMINED BY REFUSAL/CAPACITY. V2" EXPANSION JOINT, BOTH SIDES r 4' SLAB -ON -GRADE J4. d,- a °PILECAP s 1485 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad cx stirlingwilbur.com Copyright 0 2018 Stirling & Wilbur Engineering Group EB6462 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST, LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 1 2-10-18 PROJECT NUMBER S2018 064 WAN STRUNG, PE 3027 REVISIONS NO. ITEM DATE DRAWN BY RTR CHECKED BY EHS DATE 12-10-18 PLOT SCALE 3'4"=1'_O' THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE SECTIONS STIRLING & WILBUR ENGINEERING GROUP 1Yz" CLR T.D. GRADE VARIES T.C. SLAB R rF 1 3'4"=1 1-01 901WkIIIIII[t�011 I.III rFi� ��-Y4R-1"-O' ►W _S (--F3 4� TIES 3V2• CLR WO AUGER --CAST PILE DETAIL Y4#=1`—O" 6' (MIN) 0. PILECAP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: Gad agstirlingwilbur_com Copyright (C) 2018 Sorting & Wllbur Engineering Group EB6482 BOTTOM ELEVATION DETERMINED BY REFUSAL/CAPACITY. PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER SZ618-064 SIGNISEAL 9R a 0. 4 o a ° ' 2x ra'a Q, sT.AF BRIAN ST Rt1P1G; PE 344i7 ' REVISIONS itAM I%- DATE STIRLING & WILBUR ENGINEERING GROUP 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN 30' LAP 8" THICK POST TENSIONED l�, 4' SIDEWALK SLAB BY OTHERS T.O.S.. ;�` `: --------------- 5EE PLAN ------- ' R°.,II� ITI—III IIk=1II II II �4#5 VERTICALS IN GROUTED CELLS IIIOF BREAKAWAY WALL- SEE PLAN I_I M T.o.s. SEE PLAN 8' INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN 0' LAP 8' BLOCK WALL BEYOND Ta s. SEE PLAN 8' BLOCK WALL BEYOND 1#5 HORIZONTAL IN 3000 PSI GROUT FILLED 8° CMU K.O. COURSE INFILL BLOCK 8' BLOCK WALL BEYOND 8" THICK POST TENSIONED SLAB T.LA N ` SEE PLAT a � , iT2 nT�� T3(:yiW S3. -3/4' = 1 '- 0' s �3. s W3. 3/4'= 1 '- 0' S �3. 2 -3/4'= 1 '- 0' T.O.S. SEE PLAN rT 5 S3. SE 8' BLOCK WALL BEYOND T.O.S. SEE PLAN INFILL BLOCK W/ 1 #5 VERTICAL J GROUTED CELLS- SEE PLAN I' LAP 14" TYPICAL 2#5 CONT1N. TYPICAL V'0 SLEEVE T6 T. D.S. SEE PLAN T.D.S. SEE PLAN Y4"=1'-v.. 1 Y4' 6V4' 8' BLOCK WALL BEYOND TJ1 —1#5 HORIZONTAL IN 3000 PSI GROUT FILLED 8' CMU K.O. COURSE �4' SIDEWALK BY OTHERS � � i IIL Ifl-tall "III"� °, III III1 I i--III-1 1I- -III= #5 VERTICALS IN GROUTED CELLS f III= OF BREAKAWAY WALL- SEE PLAN :III - W"' Hs2w] 7085 SOUTH TAMIAM1 TRAIL, SARASOTA, FL 34231 PHONE �941] 929-1552 FAX (941) 929-1553 email. cad(a7stirlingwilbur.com Copyright 0 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 SIGNISEAL ilk - REVISIONS NO. ITEM DATE 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 . SHEET NUMBER 12312 STIRLING & WILBUR ENGINEERING GROUP T.O.S. SEE PLAN T.O.S. SEE PLAN ('T5 SE #5 VERTICAL 3EE PLAN WALK ERS UTED CELLS - SEE PLAN T.O.S. SEE PLAN T.0.5. SEE PLAN 1 Y4a 0y�r 9' INFILL BLACK W/ 1#5 VERTICAL N GROUTED CELLS— SEE PLAN 0' LAP S' BLOCK WALL BEYOND INFILL BLOCK W/ 1#5 VERTICAL I GROUTED CELLS— SEE PLAN " LAP 'a' TYPICAL 2#5 CONTIN. TYPICAL VO SLEEVE T.O.S. SEE PLAN rT 3 W T.O.S. SEE PLAN b3/1l 6 . � 4,=1'—o° T.O.S. SEE PLAN T9 3' BLOCK WALL BEYOND 1#5 HORIZONTAL IN 3000 PSI GROUT I-ILLED 8' CMU K.O. COURSE Il�l�li>•:3�iI�] 8' BLOCK WALL BEYOND 8" BLOCK WALL BEYOND T.O.S. SEE PLAN T4 1:Y4" sIF�' 'OND 3000 PSI GROUT COURSE WALK ERS ,UTED CELLS - SEE PLAN 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cadostirlincgwilbur.com Copyright Q 2018 Stirling & Wilbur Engineering Group E36482 CRISTELLE GAY CONDOMINIUM STATE ROAD A-1 -A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 SIGNISEAL 5� Yryi .yQ � � 4 i IinlMlf� REVISIONS w 8° INFILL BLOCK W/ 1#5 VERTICAL i 8' INFILL BLOCK W/ 1 #5 VERTICAL ` " " ' IN GROUTED CELLS-- SEE PLAN IN GROUTED CELLS— SEE PLAN .f 30' LAP 8' BLOCK WALL BEYOND /i +; 30" LAP ,/ . t; 8' THICK POST TENSIONED ` 8' THICK POST TENSIONED 8' THICK POST TENSIONED SLAB i':.' SLAB T.O.S. '" �' SLOPE Ys' FT. _ _.- - ..-- _... _ . _ 13 SLAB Y4' _ _ ,� PO SEE � �'4' SLOPE YVI SEE PLAN �• .. c ^ SEE PLALA*N, N a A - a r x / 7r 7P4' fiP4' r 8' BLOCK INFILL WALL f ° 8INFILL BLOCK W/ 1#5 VERTICAL f, 8` INFILL BLOCK W/ 1#5 VERTICAL IN GROUTED CELLS- SEE PLAN iN GROUTED CELLS- SEE PLAN PCL / %f 8' BLOCK INFILL WALL BEYOND T1 O S3., T11 S3.3 3/4°-1'—O" T1 2 S3. 3f4'=1'—O 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 T.O. S. ; F.4• / SLOPE Ps' FT. SEE PLAN „+ F P4' 8' BLOCK INFILL WALL j�. i. PCL 8' BLOCK WALL BEYOND rT 3 S3. ,/4"—j� STIRLING & WILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad aQstirlingwilbur.com Copyright (0 2018 Stirling 8 Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 12-18-18 PROJECT NUMBER S2018-004 SIGNISEALP',e�:.;T NSA )%, 44 -rar errrtrIMIA10 OMAN STFRUNG, PE 34927 REVISIONS NO. ITEM DATE 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 SHEET NUMBER 12333 �.e T.O.S. SEE PLAN 1-Y4' 6V4' 8' BLOCK WALL BEYOND I T.O.S. SEE PLAN T12 S3.3 ZY4'=1'-0' 8' BLOCK WALL BEYOND 1#5 HORIZONTAL IN 3000 PSI GROUT FILLED 8' CMU K.O, COURSE 8' BLOCK INFILL WALL f 8' THICK POST TENSIONED/ r SLAB ��;`'f Y4 SLOPE W FT. T.0.S. i SEE PLAN Y 7Y4" 8BLOCK INFILL WALL ('T 13 S 3.3 Y4°-1 "-a° �PCL 8' BLOCK WALL BEYOND is Z,- STIRLING & VVILBUR ENGINEERING GROUP L 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cadgstirlingwilbur.cvm Copyright CCj 2018 Stirling & Wllhur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2818-084 .�ivrrr.��n� �r�A�'r... • F;�� °n ; 11Ju + a 0 STATL OF 15 BRIAR STRUNG, PE 349;, R I 0. DATE GENERAL NOTES REINFORCED QQNCRFTE NOTES MASOrf Y WOOD FRAMING NOTES 2016127 / GNOTES -- WOOD DESIGN 1. THE STRUCTURE DESCRIBED ON THE STRUCTURAL DRAWINGS HAS BEEN 1. CONCRETE MATERIALS, MIXING, PREPARATION, TRANSPORTATION, THE FOLLOWING NOTES INDICATE ONLY THE MINIMUM REQUIREMENTS APPLICABLE DESIGNED TO COMPLY WITH FLORIDA BUILDING CODE. DANDLING, 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 REFER TO THE NOTES OILIER THE PLANS FOR THE DESIGN 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 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: 1. REFER ALSO TO NOTES UNDER THE PLANS AND SCHEDULES ON THE RESHORING DRAWINGS FOR ALL FRAMED AND ELEVATED CONCRETE A AND ASTM 0145, 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 15 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 1500 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 TYPE 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 THE FINE GROUT REQUIREMENTS OTHERWISE THE CONNECTIONS 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 7"±1" AND THE MINIMUM CONNECTED MEMBERS. 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 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 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 TO THE ENGINEER OF RECORD ARE TO BE FULLY FILLED WITH MORTAR. THIS SHALL BE DONE FOR FOLLOWS: 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. 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. 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 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: 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. 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, ALL NECESSARY BRACINGS, SHORING$, 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'- 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. 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 IN 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, RUN OF 10. MAXIMUM DEPTH OF ANY STEPPER FOOTING SHALL 8E VARIATION FROM LEVEL IN TOPS OF FLOOR SLABS, CEILINGS AND CORNERS, ADJACENT TO OPENINGS OR AT 8'-D" 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; LL = 20 PSF 3, CAP DEPTHS 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 SMALL 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 (!F GENERAL NOTES ON THIS SHEET FOR WIND LOAD DESIGN CRITERIA} TOTAL DEAD LOAD SHALL 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. MUST BE OBTAINED FROM THE ENGINEER OF RECORD BEFORE VARIATION OF THE LINEAR BUILDING LINES FROM THE ESTABLISHED ANCHORAGE. LIVE LOAD DEFLECTION SHALL NOT EXCEED SPAN / 360. 4. PROCEEDING WITH THE WORK. KEEP EXCAVATIONS CONTINUALLY DRY BEFORE CONCRETE IS POURED. 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 IF THE SOIL IS SOFTENED BY WATER, THE EXCAVATION SHALL BE PARTITIONS: IN ANY BAY OF 2O'-0'" MAXIMUM .............. 1/4" HOOK AT TOP OF EACH VERTICAL REINFORCING BAR. ALTERNATE DIRECTION OF HOOK INTO SLAB OR BEAM. STRUCTURAL DRAWINGS, ANY DEVIATIONS FROM THAT LAYOUT SHALL BE BROUGHT TO THE 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. VARIATION IN SIZE OF WALL AND FLOOR OPENINGS: .. +1/2"-D" GALVANIZED STEEL TIES AND/OR ANCHORS AT 16"' O/C VERTICALLY THE SHOP DRAWINGS. 3. SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ENGINEER OF RECORD PRIOR TO FABRICATION BACKFILLING AND COMPACTION VARIATION IN CROSS -SECTIONAL DIMENSIONS: COLUMNS AND BEAMS . ...............I +1/2"-1/4" 12. WHERE BLOCK ABUTS OR FACES CONCRETE. EXPANSION AND CONTROL JOINTS IN MASONRY WALL SHALL BE OR ERECTION OF WOOD TRUSSES. AS A MINIMUM, SHOP DRAWINGS SHALL INDICATE 1. SLABS ON EARTH AND ALL STRUCTURAL ELEMENTS FRAMING INTO SLABS AND WALLS ...................... + 1/4"-0" PROVIDED AS REQUIRED BY ARCHITECT. SEE ARCHITECTURAL REQUIREMENTS FOR BEARING, LATERAL BRACING AND ANCHORAGE. INDICATE SIZE, SPECIES AND STRESS GRADE OF LUMBER; AND, LOCATION, SIZE AND TYPE OF CONNECTORS, SHOW SPAN, WALLS WHICH RETAIN EARTH MUST BE IN PLACE BEFORE BACKFILI..ING. VARIATION IN FOOTINGS AND PILE CAPS; "-1/2" DRAWINGS FOR DETAILS. PITCH, CONFIGURATION AND SPACING OF EACH TRUSS TYPE. SHOP DRAWINGS SHALL BEAR THE 2. AT GRADE WALL CONDITIONS, UNLESS THE WALL IS ADEQUATELY PLAN DIMENSIONS ..................... +2 . THICKNESS -0" SIGNATURE AND SEAL OF THE FLORIDA-REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE SHORED, BACKFILL AND COMPACT EACH SIDE- OF THE WALL ................................. VARIATION IN STEPS: FOR THE DESIGN OF THE TRUSSES. SIMULTANEOUSLY. 4. BRACE TRUSS CHORD AND WEB MEMBERS IN ACCORDANCE WITH THE TRUSS SHOP DRAWINGS. 3. UNDER SLABS ON GRADE, REMOVE SOFT SPOTS AND FOREIGN MATTED RISE ................................. +/- 1 /8" TREAD +/- 1/4" NOTE THAT ADDITIONAL BRACING IS REQUIRED AT TRUSS BOTTOM CHORDS WHERE A RIGID IN THE SUB GRADE (WHERE SUB GRADE CONSISTS OF COMPACTED ............................... 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 FOR SLAB ON GRADE, FOOTING EXCAVATIONS AND gE AS NOTED ON THE STRUCTURAL DRAWINGS. SLUMPS SHALL BE DESIGN ENGINEER. 6. REMOVE AND REPLACE DAMAGED TRUSSES. REPAIR DAMAGED TRUSSES ONLY WITH THE 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 5. UNLESS SPECIFICALLY NOTED OTHERWISE, BACKFILLING SHALL BE FILL AND SLUMPS ARE NOT ACCEPTABLE. FOR "READY MIX° CONCRETE, THE SUCH APPROVAL TO THE ENGINEER -OF -RECORD FOR REVIEW BEFORE PROCEEDING. CARRIED OUT IN MAXIMUM 8" HIGH LIFTS OF LOOSE COMPACTED TO A MINIMUM OF 98% STANDARD PROCTOR DRY DENSITY. MAXIMUM TIME PERMITTED BETWEEN ADDING MIX WATER AND 7. CONNECT ROOF TRUSSES TO SUPPORTING FRAMING WITH APPROVED HURRICANE ANCHORS IN 6. UNLESS NOTED OTHERWISE, PROVIDE UNDER SLABS ON GRADE A 6 DEPOSITING CONCRETE IN FORMS IS 90 MINUTES. GREATER TIME 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. EACH TRUSS SHALL BE ANCHORED TO SUPPORTING STRUCTURAL FRAMING IN ACCORDANCE LAPS, ON A MINIMUM OF 6 OF COMPACTED GRANULAR MATERIAL. COMPACTION TO ACHIEVE A MINIMUM OF 98% STANDARD PROCTOR DRY C260. ADMIXTURES SHALL CONFORM TO ASTM C494, AND BE USED 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 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. SHOP DRAWINGS SPACING OF 30'-0". THE LOCATIONS OF ALL CONSTRUCTION JOINTS r fr 1. FOR ALL WORK, COPIES OF SHOP DRAWINGS AS DIRECTED WITHIN THE STRUCTURAL DOCUMENTS SHOWING COMPLETE INFORMATION FOR IN WALL AND SLABS, NOT SHOWN ON THE DRAWINGS, SHALL BE APPROVED BY THE ENGINEER BEFORE CONSTRUCTION. GENERALLY, ��l I I ,�� ;; i j PILE V-3" 2'-C' THE FABRICATION AND ERECTION OF THE COMPLETE STRUCTURE JOINTS IN SLABS WILL 6E AT RIGHT ANGLES TO THE SPANS AND BE I ;; I 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 CAP COL. ABOVE & PILE CAP 2'-6' Old 7 mCc Q 47- d U i, _j LLJ m ....... ....,, 1 7 5 BLL 14'0 PILE ' CAP 2`-6' DEEP 1 PILE CAP COL. ABOVE & PILE CAP 6'=6' PILE If - IN 4' CLEAR 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 DRAWINGS SUBMITTED FOR REVIEW BY THE ENGINEER OF STRENGTH OF THE SYSTEM, BE SO INSTALLED THAT THEY WILL NOT I I a� LIJ u, •- J on � - � RECORD MUST HAVE BEEN PREVIOUSLY REVIEWED BY THE REQUIRE THE CUTTING, BENDING OR DISPLACEMENT OF THE I ;, I I o CONTRACTOR AND SHALL CONTAIN THE CONTRACTOR'S "SHOP DRAWING REINFORCING OTHER THAN AS SHOWN ON THE TYPICAL DETAILS. I I I W � �;, � REVIEW STAMP" ON EACH SHEET AS WELL AS A SIGNATURE AND A ELECTRICAL CONDUIT SHALL NOT BE PLACED BELOW THE BOTTOM OR i ;, j I Z-F�, CO � " DATE REVIEWED. ABOVE THE TOP REINFORCING, SHALL NOT PASS THROUGH A I I to � "' COLUMN SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN 113 I I •_j Q #8Ld8' BLL THE SLAB THICKNESS OR WALL OR BEAM IN WHICH IT IS EMBEDDED, I j j I < n' w SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS ON CENTER, I ;III a JI UNLESS APPROVED, AND HAVE A MINIMUM CONCRETE COVER OF 1 a_% OPENINGS AND DRIVEN FASTENERS REQUIRED IN THE CONCRETE AFTER THE CONCRETE IS PLACED SHALL BE APPROVED BY THE I "` ENGINEER BEFORE PROCEEDING. STOP POUR 8. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR lira" 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 RE1NFaRaNG BE AS REQUIRED BY THE ARCHITECTURAL DRAWINGS AND SHALL ° DISPLACED TO EITHER CONFORM TO ACI 302. a SIDE OF OPENING. 9, MAXIMUM WATER TO CEMENT RATIO'S SHALL BE AS FOLLOWS: OPENING UP 1-4 TOP BarroM 3000 PSI = .45 AIR ENTRAINED H TO I8`x18' x 3'-0' LONGER ADDED REINFORCING .58 NON -AIR ENTRAINED THAN OPENING. (SEE NOTES BELOW') 4000 PSI = .35 AIR ENTRAINED �? .44 NON -AIR ENTRAINED 5000 PSI = .35 AIR ENTRAINED � � CONCRETE SHALL BE CONSIDERED AIR ENTRAINED IF AIR CONTENT / 144 x 3'-6• LONG IN MIDDLE OF SLAB IS 41 OR GREATER. �. LAP STEEL 18' UNLESS OTHERWISE NOTED. HOLD CONSTRUCTION JOINT FOR CELL. FILL DDWN 2' FROM TOP OF SLAB. 4" 0 SLEEVE THRU SLAB e 4'-D' O/C U.O.N. MIN. 1-#5 TOP & BOTTOM AT SLAB EDGE. #5 VERT, IN FILLED CELL @ 4'-D' O/C, WALL ENDS, CORNERS AND SIDES OF OPENINGS UNLESS OTHERWISE NOTED. TYPICAL MASONRY ANCHORAGE FOR EXTERIOR WALLS AT POURED SLABS TOP OF FND. < d o 3°x3°(MIN.) CLEAN -OUT " . •a ', ' ' HOLE. REMOVE ALL OVERHANGING d MORTAR AND DEBRIS FROM WITHIN CELL TO BE FILLED, NOTES: 1. SEE PLANS, SECTIONS AND NOTES FOR LOCATIONS) OF FILLED CELLS AND FOR REINFORCING. 2. CONCRETE FOR FILLED CELLS: STRENGTH = 3000 PSI MIN. I@ 28 DAYS MAX. AGGREGATE SIZE = )18' SLUMP = 7+1" 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 -OUT' HOLES. 4. ALLOW MORTAR TO SET, 24 HOURS MINIMUM, PRIOR TO COMMENCING GROUTING. MASONRY CLEAN -OUT DETAIL O OPENING LARGER THAN 18' IN 1-TI4 TOP & BOTTOM EITHER DIRECTION p� WV MIDDLE OF SLAB x 3'-0' LONGER LJ, THAN OPENING. }> NOTES: 1. WHERE BARS WWID BE CUT OFF BY AN QPEPANC, DISPLACE BARS TO EITHER SW 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 1'4' 1WDE ARE REQUIRED AND ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS THE ENMEER MUST BE INFORMER SO THAT PROPER PETALS CAN BE SUPPLIED. 4, UNLESS NOTED OTHERWISE, OPENINGS SMALLER THAN 12'x12' DO NOT REQUIRE TRIMMER BARS 1- t4 x 3'-6' LING -*-- -- - IN MIDDLE OF SLAB 0 C) 1--14 IN MIDDLE OF SLAB 1,_6, 4' CLEAR MIN. i,-6• MIN.(TYP•) MIN. TYPICAL TRIMMING DETAIL OF OPENINGS IN SLAB 0 I LLJ 1 PILE V-3' 2'-0' 14'0 PILES A. BOLT (A.B.) ANCHOR BOLT ADJ. ADJUSTABLE ARCH'L ARCHITECIITRAL AIFB ASPHALT IMPREGNATED FIBRE BOARD 8. (BOT.) BOTTOM 13EW BOTTOM EACH WAY ELL BOTTOM LOWER LAYER 13ML BOTTOM MIDDLE LAYER BUL BOTTOM UPPER LAYER OLD& BUILDING 8M BEAM B. PL (B.P.) BASE PLATE 0 CENTER TO CENTER CENTERLINE CANT. CANTILEVER COL COLUMN CONC. CONCRETE CONST. CONSTRUCTION CONT. CONTINUOUS C.J. CONTROL JOINT CONST. JT. CONSTRUCTION JOINT C.A. COLUMN ABOVE DIAG. DIAGCNAL 0 (DIA.) DIAMETER D. FIR DOUGLAS FIR DIM DIMENSION DJ DOUBLE JOIST D.L DEAD LOAD do DITTO DWG. DRAWING DWL. DOWEL DT DOUBLE TEE EA. EACH EE EACH END EF EACH FACE EJ MANSION JOINT EW EACH WAY EM EACH WAY BOTTOM EWT EACH WAY TOP ELEV. ELEVATION ELECT. ELECTRICAL E-W EAST -WEST Ea. EQUAL EXIST. EXISTING EXT. EXTERIOR FAR R FACE FDN. FOUNDATION FIN. FINISHED FL FLOOR FTC. FOOTING FA4C FULL MOMENT CONNECTION 14'0 PILES 2'-6" DEEP COLUMN CAPITAL a IF REQUIRED. (SEE STRUCTURAL �+ DRAWINGS) 11 IF COLUMN OFFSET IS GREATER THAN 3' USE A DOWEL FROM LOWER COLUMN. DOWEL 2'-6" THICK CAP AND SPACING r0 MATCH UPPER VERTICALS. TOP OF FRAMED SLAB Q CAP PILE 2'--0' 1'-3" 6 PILE CAP SLOPE OF - INCLINED POR110H SHALL NOT EXCEED 1 IN 6 MIN. LAP LENGTH (SEE DRAWINGS) DOWELS FROM CAP TO COLUMN (SEE DRAWINGS AND NOTES BELOW) 24 BAR DIAM (1'-8' MIN. TYPICAL) STANDARD ABBREVIATIONS GA. GAUGE GALV. GALVANIZED GB GRADE BEAM H. (HOR.) HORIZONTAL HDG HOT DIP GALVANIZED HEF HORIZONTAL EACH FACE HIF HORIZONTAL INSIDE FACE HCF HORIZONTAL OUTSIDE FACE INT. INTERIOR INV. INVERT JOINT JS. T. SST K L LB. (] LL LG. LLV LLH LONG. MAX. MECH'L MEZZ. MIN, MISC. MOM. M.C. M.S.L. N-S N.T-S. NO, (4) OWSJ O/C PL PC PROD. PSI PSI- PLF P.T. REF. REINF. RER`D REV. KIPS ANGLE POUNDS UVE LOAD LONG LONG LEG VERTICAL LONG LEG HORIZONTAL LONGITUDINAL MAXIMUM MECHANICAL mrZZANINE MINIMUM MISCELLANEOUS MOMENT MOMENT CONNECTION MEAN SEA LEVEL NORTH -SOUTH NaT TO SCALE NUMBER OPEN WEB STEEL JOIST ON CENTER PLATE PRECAST PROJECTION POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT POUNDS PER LINEAL FOOT PRESSURE TREATED RE11RENCE RUNFORCING REQUIRED REVISION/REVISED CAP iZ• 1� Z" 3• CLEAR 3 PILE C A P SOF 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 TSE THICKENED SLAB EDGE T TOP TLL TOP LOWER LAYER TIML 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 HECK T.O.S. TOP OF SLAB (TOP OF STEEL) U/S UNDERSIDE U.N.D UNLESS NOTED OTHERWISE V. (VERT.) VERTICAL VEF VERTICAL EACH FACE VE 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 WARE MESH 2'-6' THICK CAP 14'0 PILES DROP PANEL IF 1SIF THE CLEAR REQUIRED (SEE COVER OVER DISTANCE STRUCTURAL TIES (TYPICAL BETWEEN DRAWING AND UNLESS NOTED VERTICAL BARS FLAT SLAB OTHERWISE ON SHALL NOT BE TYPICAL DETAIL) STRUCTURAL LESS THAN THE DRAWINGS) GREATER OF-. DOWELS FROM T.)114 COLUMN INTO ALTERNATIVE 2.)1.5 VERTICAL SLAB OR BEAM. RE (PIN TIES BAR DIAMETERS (SEE ELUNATED) THESE CLEAR STRUCTURAL DISTANCES DRAWINGS) ALSO APPLY TO MIN. LAP FOR THE CLEAR MIN. LAP CIRCULAR TIE DI57ANCES LENGTH (SEE SHALL BE 36 BETWEEN A DRAWINGS) BAR DIAM. CONTACT LAP 4' FOR BARS SPLICEAND NOT CARRIED ADJACENT UP FOR SPLICES ON SPuCING BARS x ALTERNATE ES TYPICAL TIE ARRANGEMENTS OMMITTEDD iF REDUCE SIZE NOTE: SEE ALSO COLUMN SCHEDULE FOR DIMENSION 'X` OF TIES TO BAR ARRANGEMENTS NOT SHOWN (CLEAR SUIT INCLINEDBAR DISTANCE BARS BETWEEN DOUBLE TIES VERTICALS) IS AT BOTTOM LESS THAN S' OF INCLINED (TYPICAL} PORTION TIES SEE STRUCTURAL DRAWINGS � � DMINIMUM RA WLENGTH IN EE III" I �"1= =-_Ii-_ "I-=-I'II- --_- 1 =i - 14'0 PILES ii sir- ! T DOWELS FROM s _ FOOTING TO : * ;_ SEE PILE _l III_ COLUMN 45FE • CAP DETAIL DRAWINGS AND I ` NOTES BELOW) �+ L FOR PILE CAP 3' CLEAR 3" CLEAR SIZE AND (TYPICAL) (TYPICAL) DEPTH SEE PILE CAP FOUNDATION DRAWINGSAL SPREAD ENFORCEMENT AND GENERAL FOOTING FOUNDATION (SEE NOTES STRUCTURAL NOTES DRAWINGS) 2'-6' THICK CAP 1 AC1HG INGGIVALLTHE NOTCOL�ND THE ��EA T OF 1) 16 BAR DIAMETERS II) 48 TIE DIAMETERS 111) THE LEAST COLUMN DIMENSION OR IV) THE TIES SHALL BE SO ARRANGED THAT EVERY CORNER AND ALTERNATE LONGITUDINAL BAR SHALL HAVE LATERAL SUPPORT PROVIDED BY THE CORNER OF A TIE HAVING AN INCLINED ANGLE OF NOT MORE THAN 135 DEGREES. NO BAR SHALL BE MORE THAN 6' FROM SUCH A LATERALLY SUPPORTED BAR. 3. IF CIRCULAR TIES ARE USED THE LAP SHALT, BE A MAXMUM OF 36 TIE DIAMETERS: 4. TIES SHALL BE LOCATED VERTICALLY NOT MORE THAN HALF A TIE SPACING ABOVE THE FLOOR OR FOOTING, AND SHALL BE SPACED TO NOT MORE THAN HALF A TIE SPACING BELOW THE LOWEST HORIZONTAL REINFORCEMENT IN THE SLAB OR DROP PANEL ABOVE, EXCEPT THAT WHERE BEAMS OR BRACKETS PROVIDE ENCLOSURE ON ALL SIDES OF THE COLUMN, THE TIES MAY BE TERMINATED NOT MORE THAN 3 INCHES BELOW THE LOWEST REINFORCEMENT IN SUCH BEAMS OR BRACKETS. 5. TIES MAY BE MADE OF INTERMEDIATE GRADE STEEL 6. PLAIN BARS SHALL ONLY BE USED WITH PERMISSION FROM THE ENGINEER AND ACCORDING TO HRS INSTRUCTIONS. 7. LAPPED SPUCES MAY BE REPLACED BY WELDING OR MECHANICAL DEICES WITH APPROVAL FROM THE ENGINEER, 8- 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 VERTICALS UNLESS OTHERWISE NOTED ON DRAWINGS. 9. REINFORCING TO BE DETAILED, BENT, PLACED AND SUPPORTED IN ACCORDANCE WITH TILE MANUAL FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI - 315 (LATEST EMRON). TYPICAL DETAIL OF CONCRETE COLUMN STIRLING &ILBUR ENGINEERING GROUP 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad@)stirlingwilbur.com Copyright (D 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 1 2-1 0-18 PROJECT NUMBER S2018,D84 SIGN(SEAL 'ti°��►ti�4t.,eare+rly 0 A �7,.p1aE'q o.,. VV% STyo g I r a 4 v OR I REVISIONS NO. ITEM DATE DRAWN BY RTR CHECKED BY BHS DATE 12-10.18 PLOT SCALE"4'1'-0' THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE GENERAL NOTES SHEET NUMBER 1234.1 GENERAL N MA54NRY_N(}TI=S WOOD FRAMING NOTES DESIGN 2016127 / GNOTES -- WOOD 1. THE STRUCTURE DESCRIBED ON THE STRUCTURAL DRAWINGS HAS BEEN 1. CONCRETE MATERIALS, MIXING, PREPARATION, TRANSPORTATION, THE FOLLOWING NOTES INDICATE ONLY THE MINIMUM REQUIREMENTS APPLICABLE 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 TIMBER 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 GENGINEER REGISTERED IN THE STATE OF FLORIDA. SUBMIT LATEST EDITION UNLESS OTHERWISE NOTED. DETAILS SHOWN ON THE DRAWINGS. GENERAL 1. REFER ALSO T4 NOTES UNDER THE PLANS AND SCHEDULES ON THE FLORIDA P.E. SIGNED AND SEALED FORMWORK, SHORING AND 2. CONCRETE BLOCKS AND CONCRETE BRICKS SHALL CONFORM TO ASTM C90 3. WOOD FRAMING MATERIALS: STRUCTURAL DRAWINGS. FOR TYPICAL DETAILS, SEE STRUCTURAL RESHORING DRAWINGS FOR ALL FRAMED AND ELEVATED CONCRETE A AND ASTM C145, RESPECTIVELY. CONVENTIONAL FRAMING LUMBER: #2 SO. PINE, OR BETTER, UNLESS NOTED. 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 1500 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 SHORINC/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 TYPE 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 THE FINE GROUT REQUIREMENTS OTHERWISE THE CONNECTIONS 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 C475. THE SLUMP SHALL BE 7"+1" AND THE MINIMUM CONNECTED MEMBERS. 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 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 LOCAT1ONS,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 TO THE ENGINEER OF RECORD ARE TO BE FULLY FILLED WITH MORTAR. THIS SHALL BE DONE FOR FOLLOWS: 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. 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. 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 15 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: 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 6D,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. 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. 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 FOUNDATIONS 4, STRUCTURAL CONCRETE SHALL BE POURED WITHIN THE FOLLOWING ALL MASONRY IN EVERY 2ND BLOCK COURSE. PROVIDE ADDITIONAL 2016127 / GNOTES -WOOD TRUSSES 1, REFER TO NOTES UNDER FOUNDATION PLANS. TOLERANCES. REINFORCEMENT ABOVE AND BELOW OPENINGS FOR A MINIMUM OF 2'- 2. THE LINE OF SLOPE BETWEEN ADJACENT EXCAVATIONS FOR FOOTINGS 0" EACH SIDE OF ALL OPENINGS. 1. TRUSSES, BRACING, BRIDGING AND TRUSS -TO -TRUSS CONNECTORS SHALL BE DESIGNED BY OR ALONG STEPPED FOOTINGS SHALL NOT EXCEED A RISE OF 7 IN R 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 IN IN 10'-0" . ............................. 1/4" CELL SHALL BE REINFORCED WITH AT LEAST 1 #5 BAR AT ALL GENERAL NOTES, ABOVE. RUN OF 10. MAXIMUM DEPTH OF ANY STEPPER 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: BEAM SOFFITS: SUCH CELLS SHALL BE POURED SOLID AND TAMPED WITH 3000 PSI (AT TOP CHORD: DL = 20 PSF; LL = 20 PSF 3. AP DEPTH AND FOOTING ELEVATIONS SHOWN ON THE STRUCTURAL O S 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 70 OF PREPARATION OF THE DESIGN. IF ACTUAL JOBSITE OR 501E 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 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. MUST BE OBTAINED FROM THE ENGINEER OF RECORD BEFORE VARIATION OF THE LINEAR BUILDING LINES 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 SOIL IS SOFTENED WATER, THE EXCAVATION SHALL BE IN ANY BAY OF 20'-0" MAXIMUM .............. 1/4" DIRECTION OF HOOK INTO SLAB OR BEAM. ATTENTION OF THE ENGINEER -OF -RECORD FOR REVIEW AND SHALL BE CLEARLY FLAGGED ON EXTENDED BELOW THE SOFTENED NED MATERIAL AND THE BOTTOM OF THE IN ANY BAY GREATER THAN 4O'-0'" .........,. 1 /2" 11, UNLESS OTHERWISE SHOWN OR SPECIFIED, PROVIDE STANDARD 24 GAGE 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 THE SHOP DRAWINGS. VARIATION IN CROSS -SECTIONAL DIMENSIONS: WHERE BLOCK ABUTS OR FACES CONCRETE. 3. SUBMIT SHOP DRAWINGS FOR REVIEW BY THE ENGINEER OF RECORD PRIOR TO FABRICATION BACKFILLING AND COMPACTION COLUMNS AND BEAMS .................... +1 2"-1 /4" 12. EXPANSION AND CONTROL JOINTS IN MASONRY WALL SHALL BE OR ERECTION OF WOOD TRUSSES. AS A MINIMUM, SHOP DRAWINGS SHAH INDICATE 1. SLABS ON EARTH AND ALL STRUCTURAL ELEMENTS FRAMING INTO SLABS AND WALLS ..................... + 1/"-0" PROVIDED AS REQUIRED BY ARCHITECT. SEE ARCHITECTURAL REQUIREMENTS FOR BEARING, LATERAL BRACING AND ANCHORAGE. INDICATE SIZE, SPECIES WALLS WHICH RETAIN EARTH MUST BE IN PLACE BEFORE VARIATION IN FOOTINGS AND PILE CAPS: DRAWINGS FOR DETAILS. AND STRESS GRADE OF LUMBER; AND, LOCATION, SIZE AND TYPE OF CONNECTORS. SHOW SPAN, BACKFILLING. PLAN DIMENSIONS ...................... +2"-1 /2" PITCH, CONFIGURATION AND SPACING OF EACH TRUSS TYPE. SHOP DRAWINGS SHALL BEAR THE 2. AT GRADE WALL CONDITIONS, UNLESS THE WALL IS ADEQUATELY THICKNESS ................................. -0" SIGNATURE AND SEAL OF THE FLORIDA-REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE SHORED, BACKFILL AND COMPACT EACH SIDE OF THE WALL 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 FOR SLAB ON GRADE, FOOTING EXCAVATIONS AND DESIGN ENGINEER. 8E AS NOTED ON THE STRUCTURAL DRAWINGS, SLUMPS SHALT BE . 6. O AND REPLACE DAMAGED TRUSSES. REPAIR DAMAGED TRUSSES ONLY WITH THE TRENCHES ONLY WITH APPROVED MATERIAL. CONSISTENT AT 4" +/- 1" UNLESS NOTED OTHERWISE. GREATER REMOVE R 5, UNLESS SPECIFICALLY 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 CARRIED OUT IN MAXIMUM 8" HIGH LIFTS OF LOOSE FILL AND MAXIMUM TIME PERMITTED BETWEEN ADDING MIX WAT> R AND SUCH APPROVAL TO THE ENGINEER -OF -RECORD FOR REVIEW BEFORE PROCEEDING. COMPACTED TO A MINIMUM OF 98% STANDARD PROCTOR DRY DENSITY. 7 DEPOSITING CONCRETE IN FORMS IS 90 MINUTES. GREATER TIME . 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. REDU ADMIXTURES SHALL CONFORM TO ASTM 049IN AND BE USED EACH TRUSS SHALL BE ANCHORED TO SUPPORTING STRUCTURAL FRAMING IN ACCORDANCE C26000MPACTION 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 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. SHOP DRAWINGS SPACING OF 30'-0", THE LOCATIONS OF ALL CONSTRUCTION JOINTS T_ 1. FOR ALL WORK, COPIES OF SHOP DRAWINGS AS DIRECTED WITHIN IN WALL AND SLABS, NOT SHOWN ON THE DRAWINGS, SHALL BE _-F-I"' I i I PILE THE STRUCTURAL DOCUMENTS SHOWING COMPLETE INFORMATION FOR APPROVED BY THE ENGINEER BEFORE CONSTRUCTION. GENERALLY, i ' ` THE FABRICATION AND ERECTION OF THE COMPLETE STRUCTURE ; : 13 2 -0 SHALL BE SUBMITTED FOR REVIEW BY THE ENGINEER OF RECORD. JOINTS IN SLABS WILL BE AT RIGHT ANGLES TO THE SPANS AND BE CLEAR OF SUPPORTS AND POINT LOADS. THE REVIEW SHALL NOT RELIEVE THE CONTRACTOR OF THE II y 7. INSERTS, FRAME --OUTS, SLEEVES, BRACKETS, CONDUITS AND , COL. ABOVE & PILE CAP 2'-6' ai V-3' 0'--3, �U dUj J CL sr, I 14'0 PILE I CAP 2'-6' DEEP 1 PILE CAP CAP PILE ?'-fTr 1'-7 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 DRAWINGS SUBMITTED FOR REVIEW BY THE ENGINEER OF STRENGTH OF THE SYSTEM, BE SO INSTALLED THAT THEY WILL NOT I I ;; I I ,� z ` w ,,, co ..._. � m RECORD MUST HAVE BEEN PREVIOUSLY REVIEWED BY THE REQUIRE THE CUTTING, BENDING OR DISPLACEMENT OF THE " CONTRACTOR AND SHALL CONTAIN THE CONTRACTORS SHOP DRAWING REINFORCING OTHER THAN AS SHOWN ON THE TYPICAL DETAILS.CL REVIEW STAMP" ON EACH SHEET AS WELL AS A SIGNATURE AND A ELECTRICAL CONDUIT SHALL NOT BE PLACED BELOW THE BOTTOM OR ;; I `-) -w DATE REVIEWED. ABOVE THE TOP REINFORCING, SHALL NOT PASS THROUGH A ;; i � "' L COLUMN, SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN 1/3 < #8@8' BLL THE SLAB THICKNESS OR WALL OR BEAM IN WHICH IT IS EMBEDDED, I a I Q SHALL NOT BE SPACED CLOSER THAN 3 DIAMETERS ON CENTER, i t �, o �' � � r T UNLESS APPROVED, AND HAVE A MINIMUM CONCRETE COVER OF 1".NJ OPENINGS AND DRIVEN FASTENERS REQUIRED IN THE CONCRETE ` _ AFTER THE CONCRETE IS PLACED SHALL BE APPROVED BY THE I ENGINEER BEFORE PROCEEDING. STOP POUR 8. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR 11h' BELOW REQUIRED FINISH TO EXPOSED CONCRETE. ALL HONEY -COMBING COURSE SHALL BE CUT OUT AND FILLED IN AN APPROVED MANNER. HOLES LINE FOR FORM SEPARATORS SHALL BE FILLED. FLOOR FINISHES SHALL NORMAL REINFORCING 4 PILE CAP BE AS REQUIRED BY THE ARCHITECTURAL DRAWINGS AND SHALL a DISPLACED TO EITHER CONFORM TO ACI 302, I SIDE OF OPENING, V9. MAXIMUM WATER TO CEMENT RATIO'S SHALL BE AS FOLLOWS: `:' OPENING LIP 1--#4 TOP 60TTOM 3D0D PSI = .46 AIR ENTRAINED iI TO IFA8' x 3'-O' LONGER ADDED REINFORCING .58 NON -AIR ENTRAINED r THAN OPENING. (SEE NOTES BELOW) 4000 PSI = .35 AIR ENTRAINED LLj .44 NON --AIR ENTRAINED 5000 PSI = .35 AIR ENTRAINED` 1-#4 x 3'_ 6' LONG CONCRETE SHALL BE CONSIDERED AIR ENTRAINED IF AIR CONTENT w /' IN MIDDLE OF SLAB IS 4% OR GREATER. Ld LAP STEEL 18' UNLESS OTHERWISE NOTED. HOLD CONSTRUCTION JOINT FOR CELL FILL DOWN 2' FROM TOP OF SLAB. 4' 0 SLEEVE THRU SLAB @ 4'--0' O/C U.O.N. MIN. 1-#5 TOP & BOTTOM AT SLAB EDGE. #5 VERT. IN FILLED CELL C� 4'-0' 0/C, WALL ENDS, CORNERS AND SIDES OF OPENINGS UNLESS OTHERWISE NOTED. TYPICAL MASONRY ANCHORAGE FOR EXTERIOR FALLS AT POURED SLABS rrl ME c► 0 ll / Q TOP OF FND. 11 ' 3'x3"(MIN.) CLEAN -OUT .., �.' HOLE. REMOVE ALL OVERHANGING MORTAR AND DEBRIS FROM WITHIN CELL TO BE FILLED. 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 =" SLUMP = 7'±1' 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 -OUT' HOLES. 4. ALLOW MORTAR TO SET, 24 HOURS MINIMUM, PRIOR TO COMMENCING GROUTING. MASONRY CLEAN -OUT DETAIL / OPENING LARGER - / THAN 18' IN 1-14 x 3'-6' LONG EITHER DIRECTION -f 1-114 TOP BOTTOM IN MIDDLE OF SLAB x 3'-0' LONGETt I TITAN OPENING, NOTES; 1, WERE BARS WOULD BE CUT OFF BY AN OPEHING, DISPLACE BARS TO EITHER SIDE OF OPENING AND ADD BARS OF SAME SIZE AND SPACINC AS REMAINDER OF RUNFORCING- 2. SEE PLANS FOR EXACT SIZE AND LOCATION OF OPENINGS. 1 IF OPENNIGS LARGER WIN 1'-D' WIDE ARE REQUIRED AND ARE NOT SPECIFICALLY NOTED ON THE DRAINNGS THE ENGINEER MUST BE INFORMED $O THAT PROPER DETAILS CAN BE STIPPLED. 4. UNLESS NOTFD 6MVASE, OPENIMS SMALIXR THAN 1Z"x12r DO NOT REOURE TRIMMER BARS i-- #4 x 3'-6' LOT IN MIDDLE OF SLAB 0 0. P 0 0:2- 1-44 IN MIDDLE OF SLAB 1 F 1 - • 4 CLEAR MIN, MIN. TV-) LAIN. TYPICAL TRIMMING DETAIL OF OPENINGS IN SLAB PILE '-3r 2'-0' � 1 j COL. ABOVE & PILE CAP 6'-s' 2 PILE CAP 14'0 PILES 2'-6' THICK CAP CAP f PILE 2'-0' ` 1'-3 6 PILE CAP 14"0 PILES A. BOLT (A.B.) ANCHOR DOLT ADD. ADJUSTABLE ARCH'L ARCHITECTURAL AIFS ASPHALT IMPREGNATED FIBREBOARD B. (BOT.) BOTTOM BEN' BOTTOM EACH WAY BILL BOTTOM LOWER LAYER EML BOTTOM MIDDLE LAYER BUL BOTTOM UPPER LAYER OLD& BUILDING BM BEAM B. PL (B.P,) BASE PLATE CENTER TO CENTER C/C CENTERLINE CANT. CANTILEVER COL COLUMN CONC. CONCRETE CONST. CONSTRUCTION CONT. CONTINUOUS CA. CONTROL JOINT CONST. JT. CONSTRUCTION JOINT C.A. COLUMN ABOVE DIAL. DIAGONAL 0 (DIA.) DIAMETER 0. FIR DOUGLAS FIR DIM DIMENSION DJ DOUBLE JOIST D.L. DEAD LOAD do DITTO DWG. CURAWNG DWL. DOWEL DT DOUBLE TEE EA. EACH EE EACH END EF EACH FACE EJ EXPANSION JOINT EW EACH WAY Eft EACH WAY BOTTOM EWT EACH WAY TOP REV. ELEVATION ELECT. ELECTRICAL E-W EAST --NEST EQ, EQUAL EXIST. EXISTING E XT. EXTERIOR FF FAR FACE FIX FOUNDATION FIN. FINISHED FL FLOOR FTG. FOOTING FMC FULL MOMENT CONNEC`R4N C] p Q� v___.._- 14'0 PILES CAP 2'-6' DEEP 4' CLEAR COLUMN CAPITAL -Il" IF REQUIRED. (SEE STRUCTURAL DRAWINGS) IF COLUMN OFFSET IS GREATER THAN 3' USE A DOWEL FROM LOWER COLUMN, DOWEL SIZE AND SPACING TO MATCH UPPER VERTICALS. TOP OF FRAMED sum I SLOPE OF a INCLINED PORTION SHALL NOT EXCEED 1 IN B MIN. LAP LENGTH (SEE DRAWINGS) DOWELS FROM CAP TO COLUMN (SEE DRAWINGS AND NOTES BELOW) ---� PILE -- NM - 2'-6' THICK CAP 1. TIE s 5f'AC Y. TIES CORN SUPF 3.1FC 4. NEs MORI BEAT THE 5. TIE! 6. PID 7. LAI 8. 00 SH( 9. RE 5TI "GAR 3' CLEAR STANDARD ABBREVIATIONS GA, GAUGE GALV. GALVANizED GB GRADE BEAM H. (HOR.) HORIZONTAL HOG HOT DIP GALVANIZED HEF HORIZONTAL EACH FACE HIF HORIZONTAL INSIDE FACE HOF HORIZONTAL OUTSIDE FACE INT. INTERIOR W. INVERT it JOINT JST JOIST IS KIPS L ANGLE LB. {II) POUNDS LL. LIVE LOAD LG. LONG LLV LONG LEG VERTICAL LLH LONG LEG HORIZONTAL LONG. LONGITUDINAL MAX. MAXIMUM MECH L MECHANICAL MEIZ. MEZZANINE MIN. MINIMUM MISO. MISCELLANEOUS MOM. MOMENT M.C• MOMENT CONNECTION M•SL• MEAN SEA LEVEL N-S NORTH -SOUTH NIT'& NOT TO SCALE NO. (#) NUIMER OWSJ OPEN WEB STEEL JOIST O/C ON CENTER PL PLATE PC PRECAST R J P 0 . PROJECTION PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT PDF POUNDS PER LINEAL FOOT P.T. PRESSURE TREATED REF. REFERENCE REFINE. REINFORCING REQ'D REQUIREO REV. REVISION/REVtSED CAP f, V-3' 1'-3' 3 PILE CAP SDF STEP DOWN! FOOTING SPEC. SPECIFICATIONS SST SQUARE STRUCTURAL TUBE ST. STEEL STD. STANDARD SO. SQUARE SDL SUPERIMPOSED DEAD LOAD STRUCT. STRUCTURAL S.P.F. SPRUCE/PINE/FIR TSE THICKENED SLAB EDGE T TOP TILL TOP LOWER LAYER TAIL TOP MIDDLE LAYER TUL TOP UPPER LAYER TEMP. TEMPERATURE TYP, TYPICAL TRANS. TRANSVERSE TSF. TONS PER SQUARE FOOT Ti TIE JOIST T.O.A. TOP OF DECK T.O.S. TOP OF SLAB {TOP OF STEEL) U/S UNDERSIDE U.N.D UNLESS NOTED OTHERWISE V. (VERT.) VERTICAL VEF VERTICAL EACH FACE VIF 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. AELDED 'ARE MESH 2'-6' THICK CAP 14'O PILES r STIRLING & WILBUR ENGINEERING GROUP 7065 SOUTH TAM IAMI TRAIL, SARASOTA. FL 34231 PHONE (941 ) 929-1552 FAX (941) 929-1553 email: cad@stirlingwilbur.com Copyright (C) 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBED S2018-064 SIGN/SEAL y 3 r � Y +Q .S i A1 - E)NM- S:1.,xo Rf.'I 17TI#Ifl4� 'I�"34927 REVISIONS SPECIFICATIONS FOR AUGER- INJECTED CONCBT,E P1.M SPECIFICATIONS FOR AUGER --INJECTED CONCRETE PILES CONTINUED RESSINfG #4 T&B (CONTIN.) A A. GENERAL THIS PHASE OF THE CONTRACT INCLUDES AUGER -INJECTED CONCRETE PILES, THESE PILES ARE TO BE INSTALLED AND LOAD TESTED AS PER PLANS AND SPECIFICATIONS. THE CONTRACTOR PERFORMING THE WORK SHALL HAVE A MINIMUM OF TEN (10) YEARS OF EXPERIENCE IN INSTALLATION OF AUGER -CAST PILES. 1. CAST -IN -PLACE PILES: A CONTINUOUS -FLIGHT, HOLLOW -SHAFT AUGER SHALL BE ROTATED INTO THE GROUND TO THE SPECIFIED PILE DEPTH, CEMENT MORTAR SHALL THEN BE INJECTED THROUGH THE AUGER SHAFT AS THE AUGER IS BEING WITHDRAWN IN SUCH AWAY AS TO EXERT REMOVING PRESSURE ON THE WITHDRAWING EARTH - FILLED AUGER AS WELL AS LATERAL PRESSURE ON THE SOIL SURROUNDING THE GROUT -FILLED PILE HOLE. 2. CEMENT GROUT SHALL CONSIST OF A MIXTURE OF PORTLAND CEMENT, FLY ASH, RETARDER, SAND AND WATER SO PROPORTIONED AND MIXED AS TO PRODUCE A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT DIFFICULTY. THESE MATERIALS SHALL BE SO PROPORTIONED AS TO PRODUCE A HARDENED GROUT OF REQUIRED STRENGTH OF 4,000 PSI IN 28 DAYS THE STRENGTH Of THE GROUT SHALL BE DETERMINED BY REGULAR SIX-INCH DIAMETER, TWELVE -INCH HIGH TEST SAMPLES. TWO-INCH MORTAR CUBES SHALL NOT BE ALLOWED. 3. GROUT MIX: A PRIOR TO INSTALLATION Of CONCRETE, THE CONTRACTOR SHALL SUBMIT TOTHE OWNER'S TESTING LABORATORY HIS PROPOSED FORMULA FOR 4,000 PSI CONCRETE AND MATERIALS FOR MAKING CONCRETE SPECIMENS FOR TESTING. IN THE ABSENCE OF THE CONTRACTOR'S PROPOSED FORMULA, THE LABORATORY SHALL DEFINE THE MIXTURE BY USING TRIAL MIXES. THE DESIGN MIX SHALL BE SO PROPORTIONED THAT AT THE END OF 28 DAYS, THE CONCRETE MIX SHALL YIELD A 20% GREATER STRENGTH OF 4,800 PSI. THIS TRIAL MIX SHALL THEN BE ADOPTED FOR INSTALLING THE PILES. B. MATERIALS 1. PORTLAND CEMENT SHALL CONFORM TO FEDERAL SPECIFICATIONS SS-C192 FOR CEMENTS, PORTLAND, OR CURRENT ASTM STANDARDS, DESIGNATION C-150. 2. FLY ASH SHALL CONFORM TO COMMERCIAL GRADE. 3. WATER SHALL BE FRESH, CLEAN AND FREE FOR INJURIOUS AMOUNTS OF SEWAGE, OIL, ACID, ALKALI, SLATS OR ORGANIC MATTER. 4. OTHER ADMIXTURES MAY INCLUDE POZZOLITH #8 OR OTHER SIMILAR APPROVED RETARDERS. 5. FINE AGGREGATE SHALL MEET THE REQUIREMENTS OF CURRENT ASTM STANDARDS, DESIGNATION C--33, EXCEPT AS TO GRADING. SAND GRADING SHALL BE REASONABLY CONSISTENT AND SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, AS DELIVERED TO THE GROUT MIXER; U.S. STANDARD SIEVE CUMULATIVE PERCENT BY WEIGHT PASSING RETAINED 8 100 0 16 95 - 100 1 5 30 55 - 80 20 - 45 50 30 - 55 45 - 70 i 100 10 - 30 70 90 200 0 --- 10 90 -100 THE SAND SHALL HAVE A FINENESS MODULUS OF NOT LESS THAN 1.30 NOR MORE THAN 2.10. THE FINENESS MODULUS IS DEFINED AS THE TOTAL DIVIDED BY 100 Of THE PERCENTAGES RETAINED ON U.S. STANDARD SIEVES NUMBERS 16, 30, 50 AND 100. 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 THREE INCHES. D. MIXING AND PUMPING OF CEMENT GROUT ONLY APPROVED MIXING AND PUMPING EQUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLING OF CEMENT GROUT. A SCREEN NO LONGER THAN ONE - QUARTER 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 THE MIXING DRUMS, STIRRING MECHANISMS AND OTHER PORTIONS OF THE EQUIPMENT 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 FOLLOWS: (1) WATER, (2 FLUIDIFIER, AND (3) OTHER SOLIDS IN ORDER OF INCREASING PARTICLE SIZE. 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 A THREE- QUARTER DIAMETER NOZZLE CONE. TIME OF MIXING SHALL NOT BE LESS THAN ONE MINUTE. H. PREPARATION OF GROUT TEST SPECIMENS THE PILE CONTRACTOR SHALL ENGAGE AN ENGINEER TESTING LABORATORY TO MAKE AND BREAK SIX-INCH DIAMETER BY TWELVE -INCH HIGH TEST CYLINDERS OF THE CEMENT GROUT USED. A SET OF FOUR (4) CYLINDERS SHALL BE TAKEN FROM THE BYPASS LINE OF THE GROUT PUMP WHEN THE AUGER IS OUT OF THE GROUND OR PRIOR TO COMMENCEMENT OF PUMPING. TEST SAMPLES SHALL NOT BE TAKEN FROM THE PRESSURE LINE DURING FORMING THE PILE. IF DIRECTED BY THE ENGINEER, THEY MAY BE TAKEN FROM THE DISCHARGE OF THE MIXING BATCH. THE TEST SAMPLES SHALL BE BROKEN AT 7 AND 28 DAYS RESERVE A F H NTH TWO 2 ESE VE SAMPLES. THE FREQUENCY OF SAMPLING WILL BE FOR EACH DAY OF INSTALLATION. THE DISTRIBUTION OF THE TEST REPORTS SHALL BE ACCORDING TO THE GENERAL SPECIFICATIONS. I. LOAD TESTING AT LEAST ONE (1) PILE OF EACH LENGTH (i.e., CAPACITY) SHALL BE TEST LOADED TO A MINIMUM OF TWO (2) TIMES THE DESIGN LOAD. THE TEST PROCEDURES SHALL BE COORDINATED BY THE CONTRACTOR THROUGH ARDAMAN & ASSOCIATES, INC., SARASOTA, FLORIDA. J. PAYMENT 1. PAYMENT FOR WORK COMPLETED IN ACCORDANCE WITH THESE SPECIFICATIONS SHALL BE MADE ON THE BASIS OF A CONTRACT LUMP SUM PRICE ADJUSTED FOR FINAL QUANTITIES USING THE CONTRACT UNIT PRICES FOR ADDITIONS TO OR DELETIONS FROM THE WORK. 2. THE PAY LENGTH OF THE PILE SHALL BE THAT LENGTH MEASURED FROM THE POINT OF CUT-OFF ELEVATION SHOWN ON THE PLANS. NO PAYMENT WILL BE MADE FOR CUTTING OFF THE PILES OR FOR ANY PORTION OF THE PILE REMAINING ABOVE THE CUT-OFF ELEVATION. K. RECORDS, CONTROL AND SURVEY COMPLETE RECORDS OF EACH PILE INSTALLATION SHALL BE OBTAINED UNDER DIRECTION OF THE SOIL ENGINEER TO BE RETAINED BY THE OWNER. THE RECORDS SHALL BE CERTIFIED BY THE CONTRACTOR'S SUPERINTENDENT, THE RECORDS SHALL INCLUDE LENGTH, AUGERING RESISTANCE FOR THE LAST 3.0 FEET OF LENGTH, TOP ELEVATION, RESULTS OF ANY ADJUSTMENTS, TESTS OR BORINGS, AND ALL OTHER PERTINENT DATA RELATIVE TO THE PILE INSTALLATION, L SITE AND SOIL INSPECTION THE COMPLETE SOIL BORING LOGS AND ANALYSIS OF THE SUBSURFACE SOIL CONDITIONS PREPARED BY ARDAMAN & ASSOCIATES, INC., SOIL ENGINEERS, ARE AVAILABLE. THE PILING CONTRACTOR IS URGED TO ACQUAINT HIMSELF WITH THE REPORT AND THE CONFIGURATIONS OF THE UNDERLYING SOIL STRATA PRIOR TO PREPARING HIS BID. ANY DATA CONCERNING SUBSURFACE SOIL CONDITIONS IS PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY. IF THE CONTRACTOR DESIRES TO OBTAIN ADDITIONAL SITE INFORMATION AT HIS OWN EXPENSE, HE MAY MAKE BORINGS OR SOUNDINGS, INSTALL TEST PILES OR DIG TEST PITS ON THE SITE OF THE WORK. PERMISSION FOR ADMISSION TO THE PROPERTY MUST FIRST BE OBTAINED FROM THE OWNER, UNLESS NOTED OTHERWI ON PLAN, PROVIDE #3 E 2'-0' O/C 'U' BARS AT ALL CURVED TENDON LOCATIONS. TYPICAL CURVED TENDON DETAIL DEAD END ANCHOR FIXED TO TENT BY SUPPLIER h/2 E. PILE INSTALLATION 1. ALL PILES WILL BE AUGERED TO A MINIMUM TTP ELEVATION AS SHOWN IN THE h/2 DESIGN DRAWINGS, 2, ALL PILES SHALL BE INSTALLED UNDER THE OBSERVATION OF THE SOIL ENGINEER, PILES INSTALLED IN HIS ABSENCE WILL BE REJECTED. TYPICAL UNLESS 3. THE PILING CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH THE REINFORCING NOTED ON PLAN STEEL AND PROPER INSTALLATION AS SHOWN IN PLANS AND DRAWINGS. ALL 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. 4. PILE CUT-OFF MAY BE ACCOMPLISHED BY REMOVING FRESH GROUT FROM THE TOP OF THE PILE OR BY CUTTING OFF TO FINAL CUT --OFF POINT AT ANY TIME AFTER INITIAL SET HAS OCCURRED. 5, PILES WITHIN THE SAME PILE CAP SHALL NOT BE INSTALLED UNTIL INITIAL SET 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 PERIOD HAS ELAPSED. THE INITIAL SET/FOUR-HOUR PERIOD WILL ALSO APPLY TO PIKES INSTALLED IN OTHER AREAS WHERE THE PILES ARE CLOSER THAN 6.0 FEET FROM A PREVIOUSLY -INSTALLED PILE. F. REINFORCING STEEL THE PILING CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH THE REINFORCING STEEL AND PROPER INSTALLATION AS SHOWN IN PLAN AND DRAWINGS. 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 IN THE PILE. G. INSPECTION NO PILES SHALL BE INSTALLED BY THE CONTRACTOR UNLESS THE REPRESENTATIVE OF 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 REQUIREMENTS OF THE ABOVE SPECIFICATIONS. E� 6„ NOTE: FOR SLAB THICKNESS 'h' UNDER 6Vx', PLACE MAX ANCHORS HORIZONTALLY, DEAD END ANCHORAGE PQST--TENSIONED CONCRETE NOTES PRESTRESSING STEEL 1. ALL PRESTRESSING STEEL FOR POST -TENSIONED CONCRETE SHALL BE LOW RELAXATION, 7 WIRE STRAND CONFORMING TO ASTM A-416, WITH THE FOLLOWING PROPERTIES: NOMINAL DIAMETER 0.5" 2. AREA 0,152 IN2 MODULUS OF ELASTICITY 28000 KSI ULTIMATE STRESS 270.0 KIPS (FU) MAXIMUM FINAL STRESS 162.0 KSI (0.6 FU) 3. MAXIMUM TRANSFER STRESS 189.0 KSI (D.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 SHEATHING SHALL BE AT LEAST 0.010" GREATER THAN THE 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 ENGINEER PRIOR TO INSTALLATION FOR EACH COIL OR PACK OF STRAND CONTAINING, AS A MINIMUM, THE FOLLOWING TEST INFORMATION: - HEAT NUMBER AND IDENTIFICATION - STANDARD CHEMICAL ANALYSIS FOR HEAT OF STEEL - UL11MATE TENSILE STRENGTH - 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. I. TENDON ANCHORAGES AND COUPLINGS SHALL BE DESIGNED TO DEVELOP THE STATIC AND DYNAMIC STRENGTH REQUIREMENT OF SECTION 3.1.6 (A) AND SECTION 3.1.8 (1) AND (2) OF THE PT) "GUIDE SPECIFICATIONS FOR POST -TENSIONING MATERIALS". C 2. CASTINGS SHALL BE NONPOROUS AND FREE OF SAND, BLOW HOLES, VOIDS AND OTHER DEFECT'S. 1 3. THE AVERAGE COMPRESSIVE CONCRETE BEARING STRESS OF ANCHORAGES SHALL NOT EXCEED THE LIMITS SET FORTH IN SECTION 3.1.7 OF THE PTI "GUIDE SPECIFICATIONS FOR 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 STIPULATED UNDER PARAGRAPH 1, FOR BOTH STRESS 3 RELIEVED AND LOW RELAXATION PRESTRESSING STEEL MATERIALS. 4 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 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 SECURELY FASTENED TO THE REINFORCING STEEL. MINIMUM COVER REQUIREMENTS OF SECTION 8 APPLY TO FIXED END 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 PENETRATIONS AND ANCHORS MUST BE IN PLACE BEFORE CONCRETE IS POURED, 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. 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 WITH CALCULATED ELONGATIONS WITHIN +�- 5X 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 MART( 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. ABLE 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. 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 PLAN 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 12a 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 MINIMUM OF 4#5 BARS SHALL BE PLACED IN EACH DIRECTION OVER THE TOPS OF ALL COLUMNS. 4. REINFORCING STEEL SHALL EXTEND A MINIMUM OF .17 x THE CLEAR SPAN BEYOND THE FACE OF THE SUPPORT ON EACH SIDE. 5. SEE PLAN FOR SPECIAL REQUIREMENTS OVER COLUMNS WITHIN POUR STRIPS. TOP STEEL. PLACEMENT OVER COLUMN #4 SUPPORT BARS (SEE SPECIFICATIONS) 5'-0' MIN. 1 `-3" _ V-0" I LENGTH OF 0- TRANSITION CURVE STRAIGHT GHT MIN. i PLAN A TENDON ANCHORS GROUP CENTERLINE OF - -- STRAND GROUP. h SEE STRAND h/2 LAYOUT FOR SPACING OF 3 TYP. GROUPS, SECTION A --A (SLAB WITH h? 5Y2') FLARE AT TENDON END #4 T&B (CONTIN.) B #4 SUPPORT BARS (SEE SPECIFICATIONS) 5'-0' MIN. 1'-3' i/-ON LENGTH OF TRANSITION CURVE ..I� STRAIGHT I MIN. PLAN B TENDON ANCHORS GROUP CENTERLINE OF STRAND GROUP. 4 SEE STRAND h/2LAYOUT 1-DR SPACING OF 611..TYP. GROUPS. SECTION B-B (SLAB WI IH h:!� CY2') FLARE AT TENDON END DRILL -Y4' HOLE IN SIDE FORM - h/2 ( h/2 TYPICAL UNLESS 1 REUSEABLE PLASTIC GROMMET 1-44 TOP & BOTTOM CONT. BACKUP BARS r> V p p NOTED ON PLAN �2 RING SHANK NAILS NOTE: FOR SLAB THICKNESS 'h' UNDER 6Y2', PLACE ANCHORS HORIZONTALLY. STRESSING ANCHORAGE MINIMUM OF 1' TO CENTER OF SEE PLAN GRAVITY OF TENDON (TYPICAL) FFOR DIMENSION h2 'X, x, rXr h2 L1 TYPICAL UNLESS SPECIFICALLY NOTED ON PLAN L1 L TYPICAL UNLESS SPECIFICALLY NOTED ON PLAN L2 L3 TYPICAL UNLESS SPECIFICALLY NOTED ON PLAN L3 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. 4. TENSION PROFILE SHALL BE PARABOLIC IN NATURE. TYPICAL TENDON PROFILE .X, STIRLING & WILBUR ENGINEERING GROUP Mg.! t.. WNTAiM Eli 7085 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: ead@?stirlingwilbur.com Copyright V 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A--1 -A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 12-10-18 PROJECT NUMBER S2018-064 SlGN1SEAL RL.•.•+ �r"�o'��� + P4 Y �1� 4 • 0 REVISIONS NO. ITEM DATE DRAWN BY RTR CHECKED BY BHC DATE 12-10-18 PLOT SCALEa"=1 THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE TYPICAL DETAILS SHEET NUMBER 12342 Sp. CIFICATIONS FOR AUGER -INJECTED CONCRETE PI.LE5 SPECIFICATIONS FOR AUGER --INJECTED CONCRETE PILES CONTINUED PRESSING A. GENERAL THIS PHASE OF THE CONTRACT INCLUDES AUGER -INJECTED CONCRETE PILES. THESE PILES ARE TO BE INSTALLED AND LOAD TESTED AS PER PLANS AND SPECIFICATIONS.. THE CONTRACTOR PERFORMING THE WORK SHALL HAVE A MINIMUM OF TEN (1 D) YEARS OF EXPERIENCE IN INSTALLATION OF AUGER -CAST PILES. 1. CAST -IN -PLACE PILES: A CONTINUOUS -FLIGHT, HOLLOW -SHAFT AUGER SHALL BE ROTATED INTO THE GROUND TO THE SPECIFIED PILE DEPTH. CEMENT MORTAR SHALL THEN BE INJECTED THROUGH THE AUGER SHAFT AS THE AUGER IS BEING WITHDRAWN IN SUCH A WAY AS TO EXERT REMOVING PRESSURE ON THE WITHDRAWING EARTH - FILLED AUGER AS WELL AS LATERAL PRESSURE ON THE SOIL SURROUNDING THE GROUT -FILLED PILE HOLE. 2. CEMENT GROUT SHALL CONSIST OF A MIXTURE OF PORTLAND CEMENT, FLY ASH, RETARDER, SAND AND WATER SO PROPORTIONED AND MIXED AS TO PRODUCE A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT DIFFICULTY. THESE MATERIALS SHALL BE SO PROPORTIONED AS TO PRODUCE A HARDENED GROUT OF REQUIRED STRENGTH OF 4,000 PSI IN 28 DAYS. THE STRENGTH OF THE GROUT SHALL BE DETERMINED BY REGULAR SIX-INCH DIAMETER, TWELVE -INCH HIGH TEST SAMPLES. TWO-INCH MORTAR CUBES SHALL NOT BE ALLOWED. 3. GROUT MIX: PRIOR TO INSTALLATION OF CONCRETE, THE CONTRACTOR SHALL SUBMIT TO THE OWNER'S TESTING LABORATORY HIS PROPOSED FORMULA FOR 4,000 PSI CONCRETE AND MATERIALS FOR MAKING CONCRETE SPECIMENS FOR TESTING. IN THE ABSENCE OF THE CONTRACTOR'S PROPOSED FORMULA, THE LABORATORY SHALL DEFINE THE MIXTURE BY USING TRIAL MIXES. THE DESIGN MIX SHALL BE SO PROPORTIONED THAT AT THE END OF 28 DAYS, THE CONCRETE MIX SHALL YIELD A 20% GREATER STRENGTH OF 4,800 PSI. THIS TRIAL MIX SHALL THEN BE ADOPTED FOR INSTALLING THE PILES, B. MATERIALS 1. PORTLAND CEMENT SHALL CONFORM TO FEDERAL SPECIFICATIONS SS-C192 FOR CEMENTS, PORTLAND, OR CURRENT ASTM STANDARDS, DESIGNATION C-150. �. FLY ASH SHALL CONFORM TO COMMERCIAL GRADE. 3. WATER SHALL BE FRESH, CLEAN AND FREE FOR INJURIOUS AMOUNTS OF SEWAGE, OIL, ACID, ALKALI, SLATS OR ORGANIC MATTER. 4, OTHER ADMIXTURES MAY INCLUDE POZZOLIIH #B OR OTHER SIMILAR APPROVED RETARDERS. 5. FINE AGGREGATE SHALL MEET THE REQUIREMENTS OF CURRENT ASTM STANDARDS, DESIGNATION C-33, EXCEPT AS TO GRADING. SAND GRADING SHALL BE REASONABLY CONSISTENT AND SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, AS DELIVERED TO THE GROUT MIXER: U.S. STANDARD SIEVE CUMULATIVE PERCENT BY WEIGHT PASSING RETAINED 8 100 0 16 95 - 100 1 - 5 30 55 - 80 20 45 50 30 - 55 45 - 70 100 10 - 30 70 - 90 200 O - 10 90 -100 THE SAND SHALL HAVE A FINENESS MODULUS OF NOT LESS THAN 1.30 NOR MORE THAN 2.10. THE FINENESS MODULUS IS DEFINED AS THE TOTAL DIVIDED BY 100 OF THE PERCENTAGES RETAINED ON U.S. STANDARD) SIEVES NUMBERS 16, 30, 50 AND 100. 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 THREE INCHES. D, MIXING AND PUMPING OF CEMENT GROUT ONLY APPROVED MIXING AND PUMPING EQUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLING OF CEMENT GROUT. A SCREEN NO LONGER THAN ONE - QUARTER 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 THE MIXING DRUMS, STIRRING MECHANISMS AND OTHER PORTIONS OF THE EQUIPMENT 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 SHALE. BE AS FOLLOWS: (1) WATER, (2 FLUIDIFIER, AND (3) OTHER SOLIDS IN ORDER OF INCREASING PARTICLE SIZE. 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 A THREE- QUARTER DIAMETER NOZZLE CONE. TIME OF MIXING SHALL NOT BE LESS THAN ONE MINUTE. H. PREPARATION OF GROUT TEST SPECIMENS THE PILE CONTRACTOR SHALL ENGAGE AN ENGINEER TESTING LABORATORY TO MAKE AND BREAK SIX --INCH DIAMETER BY TWELVE -INCH HIGH TEST CYLINDERS OF THE CEMENT GROUT USED. A SET OF FOUR (4) CYLINDERS SHALL BE TAKEN FROM THE BYPASS LINE OF THE GROUT PUMP WHEN THE AUGER IS OUT OF THE GROUND OR PRIOR TO COMMENCEMENT OF PUMPING. TEST SAMPLES SHALL NOT BE TAKEN FROM THE PRESSURE LINE DURING FORMING THE PILE. IF DIRECTED BY THE ENGINEER, THEY MAY BE TAKEN FROM THE DISCHARGE OF THE MIXING BATCH. THE TEST SAMPLES SHALL BE BROKEN AT 7 AND 28 DAYS WITH TWO (2) RESERVE SAMPLES. THE FREQUENCY OF SAMPLING WILL BE FOR EACH DAY OF INSTALLATION. THE DISTRIBUTION OF THE TEST REPORTS S14ALL BE ACCORDING TO THE GENERAL SPECIFICATIONS, 1. LOAD TESTING AT LEAST ONE (1) PILE OF EACH LENGTH (i.e., CAPACITY) SHALL BE TEST LOADED TO A MINIMUM OF TWO (2) TIMES THE DESIGN LOAD. THE TEST PROCEDURES SHALL BE COORDINATED BY THE CONTRACTOR THROUGH ARDAMAN & ASSOCIATES, INC., SARASOTA, FLORIDA, J. PAYMENT 1. PAYMENT FOR WORK COMPLETED IN ACCORDANCE WITH THESE SPECIFICATIONS SHALL BE MADE ON THE BASIS OF A CONTRACT LUMP SUM PRICE ADJUSTED FOR FINAL QUANTITIES USING THE CONTRACT UNIT PRICES FOR ADDITIONS TO OR DELETIONS FROM THE WORK. 2. THE: PAY LENGTH OF THE PILE SHALL BE THAT LENGTH MEASURED FROM THE POINT OF CUT-OFF ELEVATION SHOWN ON THE PLANS. NO PAYMENT WILL BE MADE FOR CUTTING OFF THE PILES OR FOR ANY PORTION OF THE PILE REMAINING ABOVE THE CUT-OFF ELEVATION. K. RECORDS, CONTROL AND SURVEY COMPLETE RECORDS OF EACH PILE INSTALLATION SHALL BE OBTAINED UNDER DIRECTION OF THE SOIL ENGINEER TO BE RETAINED BY THE OWNER. THE RECORDS SHALL BE CERTIFIED BY THE CONTRACTOR'S SUPERINTENDENT. THE RECORDS SHALL INCLUDE LENGTH, AUGERING RESISTANCE FOR THE LAST 3.0 FEET OF LENGTH, TOP ELEVATION, RESULTS OF ANY ADJUSTMENTS, TESTS OR BORINGS, AND ALL OTHER PERTINENT DATA RELATIVE TO THE PILE INSTALLATION. THE COMPLETE SOIL BORING LOGS AND ANALYSIS OF THE SUBSURFACE SOIL CONDITIONS PREPARED BY ARDAMAN & ASSOCIATES, INC., SOIL ENGINEERS, ARE AVAILABLE. THE PILING CONTRACTOR IS URGED TO ACQUAINT HIMSELF WITH THE REPORT AND THE CONFIGURATIONS OF THE UNDERLYING SOIL STRATA PRIOR TO PREPARING HIS BID. ANY DATA CONCERNING SUBSURFACE SOIL CONDITIONS IS PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY. IF THE CONTRACTOR DESIRES TO OBTAIN ADDITIONAL SITE INFORMATION AT HIS OWN EXPENSE, HE MAY MAKE BORINGS OR SOUNDINGS, INSTALL TEST PILES OR DIG TEST PITS ON THE SITE OF THE WORK. PERMISSION FOR ADMISSION TO THE PROPERTY MUST FIRST BE OBTAINED FROM THE OWNER. UNLESS NOTED OTHERVA ON PLAN, PROVIDE #3 E 2'--0' O/C 'U' BARS AT ALL CURVED TENDON LOCATIONS. TYPICAL CURVED TENDON DETAIL DEAD END ANCHOR FIXED TO TENDON BY SUPPLIER -- h/2 E. PILE INSTALLATION 1. ALL PILES WILL BE AUGERED TO A MINIMUM TIP ELEVATION AS SHOWN IN THE h/2 DESIGN DRAWINGS. 2. ALL PILES SHALL BE INSTALLED UNDER THE OBSERVATION OF THE SOIL ENGINEER. PILES INSTALLED IN HIS ABSENCE WILL BE REJECTED. TYPICAL UNLESS 3. THE PILING CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH THE REINFORCING NOTED ON PLAN STEEL AND PROPER INSTALLATION AS SHOWN IN PLANS AND DRAWINGS. ALL 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. 4. PILE CUT-OFF MAY BE ACCOMPLISHED BY REMOVING FRESH GROUT FROM THE TOP OF THE PILE OR BY CUTTING OFF TO FINAL CUT-OFF POINT AT ANY TIME AFTER INITIAL SET HAS OCCURRED. 5. PILES WITHIN THE SAME PILE CAP SHALL NOT BE INSTALLED UNTIL INITIAL SET 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 PERIOD 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, F. REINFORCING STEEL THE PILING CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH THE REINFORCING STEEL AND PROPER INSTALLATION AS SHOWN IN PLAN AND DRAWINGS. 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 IN THE PILE.. G. INSPECTION NO PILES 'SHALL BE INSTALLED BY THE CONTRACTOR UNLESS THE REPRESENTATIVE OF 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 D: s1 sR t.iEQUIREMENTS OF THE ABOVE SPECIFICATIONS. `, 2` MIN. 1--#4 TOP & BOTT. BACKUP BARS �._ z ­ �, , ., 1� . . P . I , - Y7 O d ` . 17 p . I 6„ MAX. ❑ 4 t 7' NOTE: FOR SLAB THICKNESS 'h' UNDER 6tf2', PLACE ANCHORS HORIZONTALLY. DEAD END ANCHORAGE POST TIVSIONED CONCRETE NOTES PRESTRESSING STEEL 1. ALL PRESTRESSING STEEL FOR POST -TENSIONED CONCRETE SHALL BE LOW RELAXATION, 7 WIRE STRAND CONFORMING TO ASTM A-4161, WITH THE FOLLOWING PROPERTIES: NQMINAL DIAMETER 0.5" 2• AREA 0.152 IN2 MODULUS OF ELASTICITY 28000 KSI ULTIMATE STRESS 270.0 KIPS (FU) MAXIMUM FINAL STRESS 162.0 KSI (0.6 FU) 3 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 SHEATHING SHALL BE AT LEAST 0.010" GREATER THAN THE 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 ENGINEER PRIOR TO INSTALLATION FOR EACH COIL OR PACK OF STRAND CONTAINING, AS A MINIMUM, THE FOLLOWING TEST INFORMATION: - HEAT NUMBER AND IDENTIFICATION - STANDARD CHEMICAL ANALYSIS FOR HEAT OF STEEL - ULTIMATE TENSILE STRENGTH - 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. 1. TENDON ANCHORAGES AND COUPLINGS SHALL BE DESIGNED TO DEVELOP THE STATIC AND DYNAMIC STRENGTH REQUIREMENT OF SECTION 3.1.6 (A) AND SECTION 3.1.8 (1) AND (2) OF THE PTI "GUIDE SPECIFICATIONS FOR POST -TENSIONING MATERIALS". C 2. CASTINGS SHALL BE NONPOROUS AND FREE OF SAND, BLOW HOLES, VOIDS AND OTHER DEFECTS. 1. 3. THE AVERAGE COMPRESSIVE CONCRETE BEARING STRESS OF ANCHORAGES SHALL NOT EXCEED THE LIMITS SET FORTH IN SECTION 3.1.7 OF THE PTI "GUIDE SPECIFICATIONS FOR 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 STIPULATED UNDER PARAGRAPH 1, FOR BOTH STRESS 3 RELIEVED AND LOW RELAXATION PRESTRESSING STEEL MATERIALS. 5, COUPLINGS SHALL BE USED ONLY AT LOCATIONS 4` 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 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 HEARING 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 SECURELY FASTENED TO THE REINFORCING STEEL. MINIMUM COVER REQUIREMENTS OF SECTION S APPLY TO FIXED END 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 TENDQN 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 PENETRATIONS AND ANCHORS MUST BE IN PLACE BEFORE CONCRETE IS POURED. 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. 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 1OD% 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 WITH 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. ABLE 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. 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. PLAN 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 MINIMUM OF 445 BARS SHALL BE PLACED IN EACH DIRECTION OVER THE TOPS OF AG COLUMNS. 4. REINFORCING STEEL SHALL EXTEND A MINIMUM OF .17 x THE CLEAR SPAN BEYOND THE FACE OF THE SUPPORT ON EACH SIft 5. SEE PLAN FOR SPECIAL REQUIREMENTS O'ER COLUMNS WITHIN POUR STRIPS. TOP STEEL PLACEMDIT OVER COLUMN #4 T&B (CONTIN.) __...PLAN ........._,,. ....,_. A1 TENDON ANCHORS GROUP CENTERLINE OF Jl . _ h STRAND GROUP. SEE STRAND ----- h/2 I - LAYOUT FOR TYP. SPACING OF GROUPS. SECTION A -A (SLAB WITH h? 6L1/2") FLARE AT TENDON END #4 T&B (CONTIN.) --, ##4 SUPPORT BARS (SEE SPECI FI CATIONS) 5'-0" MIN. 1'-3° 1 LENGTH OF TRANSITION CURVE STRAIGHT MIN. PLAN s TENDON ANCHORS f GROUP CENTERLINE OF STRAND GROUP. h SEE STRAND h/2 LAYOUT FOR SPACING OF 6YP. GROUPS. - SECTION B--B (SLAB WITH h e 611v" ) FLARE AT TENDON END DRILL 4'4' HOLE 1'/2' IN SIDE FORM REUSEABLE PLASTIC GROMMET 1-#4 TOP & BOTTOM CONE BACKUP BARS h/2 1 h/2 TYPICAL UNLESS 2 RING SHANK NAILS NOTED ON PLAN NOTE: FOR SLAB THICKNESS UNDER 6'1i', PJ -"-r - ANCHOr` STRESSING A T) 5P, V 0_I NOTES: 1. DIMENSIO, TO CENTE. 2. SEE PLAN INTERMEDIA 3. UNLESS NOT STRESSING P THE SPAN IN 4. TENSION PROF, TYP 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 (0 2018 Stirling & Wilbur Engineering Group EB6482 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1-A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA 12 UNITS ISSUED FOR PERMIT 1 2-1 0-18 PROJECT NUMBER SL01 8-064 SIGNISEAL,►�'"`1 s�-{i�(%" •P C . • • • n ■ ' No ■ ■ i f ■ 4� ■ G �r af� s-r3 ■ ` `[tr; Fr�+►��� I *f � 1 BRIAN STRUNG. PE 34927 REVISIONS NM, 17TWOW, DATE 4 ,. STIRLING & WILBUR ENGINEERING GROUP N Ln N O a. en 17, N C C4 rl U1 tn a 0 00 ra 0 �a N 0 ]2 1. REFER ALSO TO DRAWINGS FOR BUILDINGS. 2. CONFIRM ALL DIMENSIONS W/ ARCHITECT. 3, ALL FINISHES AS SELECTED BY OWNER. TYPICAL PILE TOP DETAIL :'4p-10--0' SLAB FRAMING PLAN 1/4°�1'-O" 8" SLAB. SEE PLAN FOR REINFORCING 8' DROP PANEL, SEE PLAN WALL BY OTHERS 48'x48'x8' DEEP DROP PANEL - TYPICAL 14'0 AUGERCAST PILE- TYPICAL 8' STRUCTURAL SLAB & WALLS W/ #5 @ 8' O/C EACH WAY, TOP/BOTTOM, TIMLL U 1 w 11 rt-n J, TYPICAL PER ARCH'L 8' SLAB. SEE PLAN FOR REINFORCING 8' DROP PANEL BEYOND, SEE PLAN 7685 SOUTH TAMIAMI TRAIL, SARASOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cadla?stirlingwilbur.cvm Copyright 0 2018 Stirling & Wilbur Engineering Group EBW2 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A -'I -A NORTH HUTCHINSON ISLAND ST, LUCIE COUNTY, FLORIDA POOL SLAB ISSUED FOR CONSTRUCTION 08-14-19 PROJECT NUMBER S2018-Q84 SIGNI5EAL ��`�Q��•• `�• • ����'�' 0 TA ` � • ye Y" • /� �� r: • a yy 4 CRI BRIAR REVISIONS NO. ITEM DATE DRAWN BY CHECKED BY RTR BHS DATE 08.14-19 PLOT SCALE Y4r=I' -O' THIS DRAWING IS NOT TO BE SCALED. SHEET TITLE POOL SLAB FRAMING PLAN SHEET NUMBER Ps 1 . 1 STIRLING & WILBUR ENGINEERING GROUP ------------------------- - - _1 L-- _. LJ � I I � I� ID 20- ri L L j__ _GB1 ri L�R 7 _j L R\—PC1- TYPICAL 12'x12' CONCRETE COLUMNS W/ 8#5 VERTICALS AND #313 TIES 2 12' O/C. 8' SLABS & WALLS W/- #5 @ 8' O/C T&B EACH WAY -TYPICAL. GB1 r GB1 _F MA r7l. I F' Fus F3I I I Im WATERPROOFING BY OTHERS 20 NOMINAL KEYWAY W/ WATERSTOP- TYPICAL POOL SHELL AND FINISHES BY OTHERS. -WATERPROOFING BY OTHERS jL- - - --- - - - - - - -N!77 6'-O`x6'-0'x8` DEEP DROP PANEL BEYOND TYPICAL SECTION Y4'=I'—O& '_"LDENOTES S' SLAB ABOVE LL LLq ID _j I GB1 _j L GBI= 16'x24' GRADEBEAM W/ 3#6 T, 3#6 B, 1#5 HEF AND #30@ 12' O/C. I FOUNDATION PLAN N I -ON I BEYOND NQTES,_ 1. REFER ALSO TO DRAWINGS FOR BUILDINGS. 2. CONFIRM ALL DIMENSIONS W/ ARCHITECT. 3. ALL FINISHES AS SELECTED BY OWNER. DUNE WALKOVER BY OTHERS [[sail SLAB FRAMING PLAN & 7085 SOUTH TAMIAMI TRAIL, SAR SOTA, FL 34231 PHONE (941) 929-1552 FAX (941) 929-1553 email: cad(gPstirlingwilburcom Copyright (C) 2018 Stirling & W11 bur Engineering Group El364a2 PROJECT NAME CRISTELLE CAY CONDOMINIUM STATE ROAD A-1 -A NORTH HUTCHINSON ISLAND ST. LUCIE COUNTY, FLORIDA POOL & DECK SLAB ISSUED FOR CONSTRUCTION 01-29-19 PROJECT NUMBER S2018-064 SIGNISEAL STI \c Erf� % REVISIONS \std\Dl 4 ►: N cc r7 O cV AC SPLIT SYSTEM SCHEDULE MARE COOLING CAPACITY ELECTRICAL DATA (OUTDOOR UNIT) ELECTRICAL DATA (INDOOR UNIT) NOMINAL INDOOR J NOMINAL Q. .ACFM ESP AMB. ENT ENT BENS TOT No COMP NO FAN FAN VOLT/ MCA FAN KW STAGE VOLT) MCA TONS MANUFACTURER OUTDOOR CFM TEMP DB WB MBH MBH COMP RLA(EA) FAN FLA(EA) HP PHASE HP HEAT PHASE 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 7.4 1 208/ 1 47 3 _ TRANE/CARRIER/37AIIUiV 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 7.4 1 208/1 47 3 TRANE/CARRIER/DAIIGN AC-2BJCU-2B 1225 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 21 112 7.0 1 208 1 47 3 TRANE/CARRIER DAIKIN AC-3BJCU-3B 1225 0 .5 1 95 80 67 26.1 35.6 1 16 1 0.9 1/8 208/1 21 1.12 7.0 1 208/1 47 3 TRANEJCARRIER/DAIKIN AC-2C f 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 r TRANE/CARRIER/DALKIN AC-3C/CU-3C 1250 0 .5 95 SO 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-4A/CU-4A 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 208J1 49 4 TRANS CARRIER/DRMN 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 TRANS CARRIER/DAIIGN AC-4C/CUAC 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 TRANEJCARRIER/DAIKIN AC-2D/CU-2D 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-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 208J1 47 3 TRANS f CARRIERIDAIKIN AC-4D/CU-4D 1200 0 .5 95 80� 67 26.1 1 35.6 1 16 I 0.9 1/8 208/1 21 1/2 7.0 1 20811 47 3 'TRANE/CARRIER/DAIitIN AC-2EJCU-2E 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 TRANEJCARRIER/DAIKIN AC-3E/CU-3E 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 f DAIKIN AC-4E/CU-4E 1200 0 .5 95 80 67 26.1 35.6 1 16 1 0.9 1/8 1 208/1 21 1/2 7.0 1 208/1 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 7.0 1 208/1 47 3 TRANEJCARRIER/DAIKIN AC-3FJCU-3F 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-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 7.0 1 208/1 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 20811 21 1/2 7.0 1 208/1 47 3 TRANS/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 7.0 1 208/1 47 3 TRANE/CARRIER/DAIKIN AC 4GJCU-4G 120D f� 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/CARRIERJDAIMN 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 CIA 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 I" PLEATED FILTERS. 13. PROIfIDE VARIABLE SPEED MRHANDLER WITH HUMIDISTAT STRUCTURE (CONCRETE SLAB). 5. PROVIDE VIBRATION ISOLATIONS. 9. PROVIDE 5 YEAR WARRANTY. CONTROL. 3. MIN. SEER OF 16.0 6. PROVIDE 410A REFRIGERANT. 10. PROVIDE CONDENSER COIL GUARDS. 1C PROVIDE UNLOADING COMPRESSOR. (MIN. 2 STAGES) 15. LET'1ER IN UNIT NAME DENOTES UNIT TYPE. DESIGN CRITERIA DESIGN TEMPERATURES OUTSIDE AIR INSIDE AIR SUMMER WINTER SiTMMER WINTER 9fiT rya/aa°F w13 30'F DB 7-9T DB/6G% KH I 72T 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 LOUVEERS AS MANUFACTURED BY GREENHECK MODEL EVH-601D. LOUVER SHALL BE 6" DRAINA13LE 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"XI2" 301-500 24"XI6" 501-1000 36"X16" 1001-1500 48"X16" 1501-2000 72"X16" NOTE: PROVIDE REMOVABLE INSECT SCREEN ON BACK OF LC7UVER. JCT. JLE DUCT SIZE 6"0 8"0 10"0 12"0 14"0 16"o 18" 0 20"0 RN BASED UPON EXHAUST FAN SCHEDULE MARK TYPE CFM ESP MOTOR DRIVE TYPE FAN SERVICE I MAX SONES VOLT / PfbSE CONTROL MANUFACTURER / MODEL NOTES WATTS RPM I HP EF-I CEILING 100 0.25 120 1.680 - DIRECT RESTROOMS 9 115/ 1 SWITCH GREENHECK SP SERIES SEE BELOW EF-2 CEILING 70 0.25 120 1680 - DIRECT RESTROOMS 9 11: s 1 SWITCH GREEN.HECK/ SP SERIES SEE BELOW EF-S1A CEILING 70 0.25 120 1680 - DIRECT RESTROOMS 9 1 l5 f 1 SWITCII GREENHECK SP SERIES SEE BELOW EF-SIB WALL 2040 0.2 115 1680 - DIRECT GARAGE 9 UNIT 7.6 11,5/1 SWITCH GREENHECIS- SE SERIES SEE BELOW EF-S I C WALL 2040 0.2 1 115 1 168011 DIRECT GARAGE 9 UNIT 1 7.6 11,5 / 1 SWITCH GREENHECH / SE SERIES SEE BE EF-MIA WALL . 27755 0.2 115 1 168011 DIRECT GARAGE 12 UNITI 9.3 1 11-` 1 SWITCH GREENHECK SE SERIES SEE BELOW EF-MIS WALL 2755 0.2 I15 1680 - DIRECT GARAGE 12 UNITI 9.3 11:if 1 SWITCH LGREENHECK/SESERIES SEE BELOW PROVIDE THE FOLLOWING: DISCONNECT SWITCH, VIBRATION ISOLATORS, BACKDRAFT DAMPER, SPEED CONTROL fir :.►- AC-S IA. 1, .2, .3, A/ CU-S IA AC-SIB/CU-SIB AC-S1C.1, .2, .3/ CU-S 1 C AC-SIDA, .2, .3, .4/ CUWSID . AC-M1A. L .2, .3, .4 J CU-MIA AC-M1B.I, .2, .3,/ CU-M 1B AC-M1C.1, .2, .3, .4/ CU-M 1 C AC-M1D.I, .2,/ CU-M 1 D AC-SIE/CU-SIE AC-M1E/CU-MIE MINI SPLIT UNIT SCHEDULE (DUX SPLIT NOMINAL COOLING CAPACITY HEATING CAPACITY VOLT/PHASE INDOOR OUTDOOR MOCP MANUFACTURER SERVES NOTES CFM MBH SEER MBH HSPF UNIT MCA UNIT MCA (AMPS) 399 6.019 7.2 10 208-240J1 1 12 15 CARRIERJMITSUBISHI DAIKIN OR APPROVED EQUAL SAILFISH STORAGE SEE BELOW 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 399 6.0 19 7.2 10 208-244/ 1 1 12 15 CARRIER/MITSUBISHI DAIKIN OR APPROVED EQUAL SAILFISH STORAGE SEE BELOW 399 6.0 19 7,2 10 208-240/ 1 1 12 15 CARRIER/MITSUBISHI DAIKIN OR APPROVED EQUAL SAILFISH STORAGE SEE BELOW 399 6.0 19 7.2 10 208-240f 1 1 12 15 CARRIERJMITSUBISHI DAIKIN OR APPROVED EQUAL SAILFISH STORAGE SEE BELOW 399 6.0 19 7.2 10 208-240/ 1 1 12 15 CARRIER/MITSUBISHI DAIKIN OR APPROVED EQUAL MAHI MAHI STORAGE SEE BELOW 399 6.0 19 7.2 10 208-240 J 1 1 12 15 CARRIER/MTTSUBISHI OR APPROVED EQUAL MAHI-MAHIDAIKIN STORAGE SEE BELOW 399 6.0 19 7.2 10 20$-240/1 1 12 15 CARRIER/MITSUBISHI DAIKIN OR APPROVED EQUAL MAHI--MAHI E`LEC/STORAGE SEE BELOW 399 12.0 20.5 14.4 10 208-240/ 1 1 12 15 CARRIERJMITSUBISHI DAIKIN OR APPROVED EQUAL LOBBY SAILFISH SEE BELOW 399 12A 24.5 =.410 208�-240/ 1 1 12 15 . CARRIER/MITSUBISHI DAIKIN OR APPROVED EQUAL LOBBY MAHI-MAHI SEE BELOW NOTES: 1. INSTALL AND ANCHOR CONDENSER UNIT TO STRUCTURE. 2. MIN. SEER OF 14.0 3. PROVIDE 410A REFRIGERANT, C ]CLING HEATING LOAD SUMMARY OUTDOOR INDOOR COOLING (MBH) 0 o' UNIT A 1691 95 1 80 75 1 60 26.1 9.5 1 35.6 30 12.2 UNIT B 1616 95 80 75 1 60 26.1 9.5 35.6 30 12.2 Vi& C .. 1691 . .95 80 . 75 .60 35.9 13.6 49.5 .. $1. 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 26A 9.5 35.6 1 30 12.2 UNIT F 1420 95 80 75 60 26.1 9.5 1 35.6 1 30 12.2 UNIT G 1424 1 2L_L 80 1 75 60 35.9 13.6 1 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. 4. PROVIDE 5 YEAR WARRANTY. . 5. PROVIDE SINGLE POINT ELECTRICAL CONNECTION WITH DISCONNECT (INDOOR UNIT FED FROM OUTDOOR UNIT). 6. PROVIDE PROGRAMMABLE THERMOSTAT. 7- PROVIDE CONDENSATE PUMP. 8 PROVIDE LOW AMBIENT CONTROL. AIR DISTRIBUTION DEVICE SCHEDULE MARK TYPE CFM MAXA NECK FLEX MANUFACTURER J MODEL REMARKS RANGE SIZE (IN,) DIAM, (IN-} 0-100 25 6110 6 ]. 01-200 25 8"0 . 8 SUPPLY METAL*AIRS 1,2,3 201-300 25 10" 0 10 cm DIFFUSERS L 301-400 25 12" NCI 12 401-600 25 1 14"0 14 0-100 25 12A 6 8x12 RETURN 101-200 25 12x10 8 METAL*AIRS 1'2'3 ® GRILLE 201-300 25 12x1'? 10 RHF 301-400 25 18x1:2 12 SWD SIDEWALL - 25 SETS TITUS 1,2,3 DIFFUSER DWGS 272-FS SWR SIDEWALL - 25 SEI's - TFFUS 1'2'3 RETURN DWGS 4i+L REMARKS: 1. PROVIDE OPPOSED BLADE VOLUME DAMPERS. 2. CONTRACTOR SHALL COORDINATE GRILLS, 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), LEGEND SYMBOL { DESCRIPTION _ `A (T) THERMOSTAT B1 HUMIDISTAT "!HWHRMW ROUND INSULATED FLEXIBLE DUCT ----- FIRE DAMPER -CD- CONDENSATE UC, UNDERCUT DOOR Im NA SUPPLY DIFFUSER RETURN AIR GRILLE - -- CIA SOFFIT LOUVER TG TRANSFER GRILLE (ABOVE DOOR) ® INLINE FAN EF- EXHAUST FAN WITH DESIGNATION 0 EA SOFFIT LOUVER DUCT TRANSITION OR RECTANGULAR OR ROUND SUPPLY OR RETURN DUCT (AS NOTED) ZOR �i MANUAL VOLUME DAMPER ElELBOW WITH TURNING VANES DIFFUSER TYPE 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 EF EXf4AUV FAN 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 13Y A MOTORIZED DAMPED 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 57°F 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 (IF DUAL COMPRESSOR IS FURNISHED) 8. IN THE WINTER MONTHS, THE UNITS HEATERS SHALL BE STAGED ON TO MAINTAIN 68°F. 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 PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO 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 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. 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 AIR DISTRIBUTION DEVICES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW 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 WORE 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, I-1f2" THICK FIBERGLASS DUCT (MIN R-VALUE OF 6) DR 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. DUCTWORK {GALVANIZED STEED THE HEATING AND AIR CONDITIONING DUCTWORK SHALL BE 0-90 GALVANIZED STEEL PAINTED, w/ 13LANKET 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. 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. 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 A" PER FOOT. B. WATER SEALS SHALL BE PROVIDED IN 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) 6T14 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) 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 wwwAde-engineers-cam dasilva.david@ddc-engitieers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT Gam% C5 r rle REVISIONS ■■■■■■■■■■■■■ U PA PA M z z CD 00 A � A D-Z z 04 0 >0N Wo 0 r � SHEET NO.: m 1 DRAWN: JS W CHECKED: DAD APPROVED: DAD David A. DaSilva 54739 L MV. ,= - v C NGIN Copyrir.ht n 2018, PM En eerine. Inc. r,. DESIGN CRITERIA DESIGN TEMPERATURES OUTSIDE AIR INSIDE AIR SUMMER WINTER SUMMER WINTER 95T D13 j8TF WB 30°F DB 75°F DB j60% RH 727 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 OF NOT SPECIFIED ON DRAWINGS). CFM LOUVER SIZE 0-300 12"XI2" 301-500 24"XI6" 501-1000 36"X 16" 1001-1500 48"X I6" 1501-2000 72"X16" NOTE: PROVIDE REMOVABLE INSECT SCREEN ON BACK OF LOUVER. FLEX SCHE DUCT ULE CFM DUCT SIZE 0- 100 6"O 101-200 8110 20I -300 10"0 301-400 12"0 401-600 14"0 601-1000 16"0 1001-1500 1 18,10 1501-2000 1 20"0 SIZE BOTH SUPPLY AND RETURN BASED UPON AIRFLOWS ABOVE. EXHAUST FAN SCHEDULE MARK TYPE CFM ESP MOTOR DRIVE TYPE FAN SERVICE MAX SONES V DI.T / PHASE CONTROL MANUFACTURER / MODEL NOTES WATTS RPM HP EF-1 CEILING 1.00 0.25 120 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 BELOW EF-S lA CEILING 70 0.25 120 1680 - DIRECT RESTROOMS 9 115/ 1 SWITCH GREENHECK/ SP SERIES SEE BELOW EIS"-S1B WALL 2040 0.2 115 1680 _ DIRECT GARAGE 9 UNIT 7.6 115/ 1 SWITCH GREENHECK/SE SERIES SEE BELOW EF-S1C WALL 2040 0.2 115 168011 DIRECT GARAGE 9 UNIT 7.6 11511 SWTTCI4 GREENHECK/SE SERIES SEE BELOW EF-M1A WALL 27551 0.2 115 168011 DIRECT GARAGE 12 UNIT 9.3 115/ 1 SWITCH GREENHECK/SE SERIES SEE BELO EF-M1B WALL 2755 0.2 115 1680 - DIRECT GARAGE 12 UNIT 9.3 115/ 1 SWITCH GREENHECK SE SERIES SEE BPI O PROVIDE THE FOLLOWING: DISCONNECT SWITCH, VIBRATION ISOLATORS, BACKDRAFT DAMPER, SPEED CONTROL IUIINI 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/MIT'SUBISHI SAILFISH SEE BELOW CU-SlA DAIKIN OR APPROVED EQUAL STORAGE AC-S1B/CU-SIB 738 22.5 19 27.6 10 208-240/1 1 17.1 20 CARRIER/MITSUBISHI SAILFISH SEE BELOW DAIKIN OR APPROVED EQUAL EXERCISE RM AC-S1C.1, .2, .3J 399 6.b 19 7.2 10 208-240 j 1 1 12 15 CARRIERJMITSUBISHI SAILFISH SEE BELOW CU-SIC DRMN 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-SID DAIKIN OR APPROVED EQUAL STORAGE AGM1A.1, .2, .3, .4/ 399 6.0 19 7.2 10 208-240/1 1 12 15 CARRIER/M1TSUBISHI SAILFISH SEE BELOW CU-MIA DAIKIN OR APPROVED EQUAL STORAGE AC-MIB.1, .2, .3,/ CARRIER/MITSUBISHI MAHI-MAHI CU-MIB 399 6.0 19 7.2 10 208-240/1 1 12 15 DAIKIN OR APPROVED EQUAL STORAGE SEE BELOW AGM 1 C.1, .2, .3, .4 j 399 6.0 19 7.2 10 208-240/ 1 1 12 15 CARRIER/ MITSUBISHI MAHI-MAHI SEE BELOW CU-M1C DAIKIN OR APPROVED EQUAL STORAGE AC-M lD.1, .2, j 399 6.0 19 7.2 10 208-240 j 1 1 12 15 CARRIER/ MITSUBISHI MAHI-MAHI ELEC j STOR.AGE SEE BELOW CU-M 1 D DAMN OR APPROVED EQUAL CARRIER/MITSUBISHI LOBBY AC-SIE/CU-S1E 399 12.0 20.5 14.4 10 208-24011 1 12 15 DAHUN OR APPROVED EQUAL SAILFISH SEE BELOW AC-M1E/CU-M1E 399 110 20.5 14.4 10 208-240/1 1 12 15 CARRIER/ OSUBISHI 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) L; A q� 01 a Vic, 0 UNIT A 1691 95 80 75 60 26.1 9.5 35.6 30 12.2 UNIT H 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 1 60 35.9 1 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: ASHRAM 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 8110 8 SUPPLY METAL*AIRS 1,2,3 201-300 25 10"f3 10 ® DIFFUSERS L 301-400 25 12" B 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 0 301-400 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: I. 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: I. ALL GRILLES SHALL BE FULL FACE OF MODULE. ALL LAY -IN CEILING RETURN MODULES SHALL BE 24"x24" WITH 20"40"xl" FILTER 2. INSULATE THE BACK OF ALL SUPPLY AND RETURN AIR DEVICES. 3. PROVIDE BORDER TYPE l FOR LAY -IN CEILINGS, AND BORDER TYPE 3 FOR GYPSUM BOARD CEILINGS. 4. PROVIDE 1" PLEATED FILTER. S. THE NUMBER ADJACENT TO THE FIXTURE INDICATES AIR. FLOW (CFM). LEGEND SYMBOL DESCRIPTION �I] THERMOSTAT HUMIDISTAT imiHMMiMiROUND INSULATED FLEXIBLE DUCT FIRE DAMPER -CD- CONDENSATE U* UNDERCUT DOOR SUPPLY DIFFUSER. pi RETURN AIR GRILLE OA SOFFIT LOUVER TG TRANSFER GRILLE (ABOVE DOOR) ® INLINE FAN 1KEF- EXHAUST FAN WITH DESIGNATION �-.- EA SOFFIT LOUVER DUCT TRANSITION OR RECTANGULAR OR ROUND SUPPLY OR RETURN DUCT (AS NOTED) OR W" " MANUAL VOLUME DAMPER ElELBOW WITH TURNING VANES DIFFUSER CTYPE Im 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 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 ROOF TOP UNIT LIGHT DASHED INDICATES EXISTING EQUIPMENT -------- DARK DASHED INDICATES EXISTING EQUIPMENT RELOCATED DART{ SOLID INDICATES NEW EQUIPMENT HATCHED ITEMS INDICATES EQUIPMENT TO BE REMOVED AND RELOCATED DEMO NOT IN CONTRACT (N.I.C.) SEQUENCE OF OPERATION i BASE BID I. 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 75"F SETPOINI' (ADJUSTABLE), THE CONTROLLER SHALL ENERGIZE THE UNIT'S 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 UNIT'S HEATERS SHALL BE STAGED ON TO MAINTAIN 68°F. 9. IF HUMIDITY INCREASES ABOVE 60%. THE UNITS SHALL ENERGIZE THE COMPRESSOR TO MAINTAIN A COLD COIL. MECHANICAL SPECIFICATIONS IPROVIDE THE FOLLOWING: j SCOPE OF WORK I CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO 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 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. 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 AIR DISTRIBUTION DEVICES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 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 GLADE. DUCTWORK (FIBERGLASS] THE�1 HEATING AIR CONDITIONING DUCTWORK SHALL BE OWENS CORNING J " 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 I 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 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. 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. 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 SHALL BE PROVIDED IN 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 F"" FOR REVIEW. T&B FIRM MUST BE NEBB OR AABC CERTIFIED. READINGS SHALL INCLUDE BUT SHALL NOT BE LIMITED • SUPPLY AIR CFM ■ RETURN AIR CFM + STATIC PRESSURE + EXHAUST AIR CFM ANY CHANGES TO 'm- REVISIONS QT' ALL WORK SHAI LIMITED TO: 6TH EDITION OF T 6TH EDITION OF TI. 6TH EDITION OF TH 6TH EDITION OF THE (FBCEC) 6TH EDITION OF THE 24 6TH EDITION OF THE 20. 6TH EDITION OF THE 201. 6TH EDITION OF THE 2011 NFPA 70 - 2014 NATIONAL E, ddc engima-len-nog 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321,633.4522 Fax 321.633.4528 www.dde-engincers.com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8, 2018 REVIEW SET 7 PERMIT SET z BID SET 11 CONSTRUCTION SET AS BUILT F A REVISIONS ■■m■■■■■■■■■■ IM4 z z 2! Mad 00 A A z W 0 0 r- 00 r� 0 cv i 1" CD CU-M1A CU-M 1 B 24x24 OA INTAKE LOUVER TYI?.(10 MECHANICAL PLAN - GARAGE 1 / 8" = F-0" MECHANICAL PLAN -ROOF 1/8" - 1'-0" AC-M1C.2 5L -7 6DT". r ITYP. CU-M1C CU-M1D TYP. 24x24 OA INTAKE LOUVER A M-6 NOTES 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 {j" MIN. FROM EACH UNIT). 4. PROVIDE 24xl2 LOUVER AT TOP OF ELEVATOR SHAFT. S- ROUTE REFRIGERANT PIPINGr UP THROUGH ROOF PENETRATION TO CONDENSER. MOUNT PIPING ON RAIL OR CONDENSER SUPPORT. 6. PROVIDE 18" NIGH 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. 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MECHANICAL PLAN - 3RD FLOOR MECHANICAL PLAN 1 / 16" = 1'-0- 4TH FLOOR PENTHOUSE) 1 / 16" = 1'-ryu 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-engincers.com C,O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER S, 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET ❑ AS BUILT II REVISIONS E ! IEWED FOR E COMPLIANCE tJCIE COUNTY Q 0 z z W 00 �D a C1-4 zd4 0 b■■1 � "r 0 �...�� Y0 U z H U 0 w� 1-4 SHEET NO.: Mm3 DRAWN: JS CHECKED: JMF APPROVED: DAD David A. DaSilva "o $4m f I I l j/ p�1`C H OA/ j, °' f, 54 739 T �k _ -- STA OF f' '* ^n � � r,•, n f- Anne. t:,r 1" CD •CU-M 1 A CU-M 1B 24x24 OA INTAKE LOUVER '990 ME wo, m row, I rf, f,r CU-2D CU-31) CU-41 REFRIGERANT ROOF OUTLET (TYP) 1" CD TYP. TYP- 3 TYP. TYP. 2 SL = AC-M1B.1 _I i I Il a II AC-M1I3.2 l 4 .'iril _� , m MECHANICAL PLAN -GARAGE I "U-2E CU-3E CU-4E 1/8" = It-4t+ I CU-2F CU-31? CU-4F MECHANICAL PLAN -ROOF- 1/8-- = 1k-01' 3 TYR 1 2 TYR I" CD CD CD 11B AC-M1C.1. AC-M1C.2 AC-MIC.3..AC-MiC.4 CU-M1C SLF SLE3 CU-MID I� y irrrI . T � i i, f _- r'4 f' '.I_i d' I.-1 Cu-MIE T 1 CU'-20 CU-3G CU-4G .1 im 24x24 OA INTAKE LOUVER [NOTES C�) I : 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 (" MIN. FROM EACH UNIT). I 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, A B B C M-6 M-6 M_6 M-6 -�.-...-------------------�---- --------------r----------------------Y---- .,..�..._-- ------ --i 1 r' A 1 ! 1 ! 1 � e.ria=p� Fttr w.� •,+ iiF[srirxorl ! i 1 ! • M. F7r I]I'ar w'�},ry - M. �5TNnLM Ul4IT T ym UNIT TYPE � i UNrr TYPE UlRT TYPE i F a nfn.rn...: rerllJ,l' ! KTCHLI CL ,T ! j// 1 s f(�1�., ` Kn C:WS{+f II... /F =-a' 1 LIFU M-RATHM. 13h-Fri ' R 1 M BATHELATH M exna Qf 1 � � r;! II _,+ :f-xavu-a rmS 1 r-r�n= f�I �i 1 - -"� •! B>=rrco Ma ! i BFPFKxOM 7. - � I'y 1 I _ fitL 1 _L-L1S:UUbA2 � r 1 /- �• F ..I ,J . I - Im... _ 1 � `4r �rmr: ! ��. _ _ •, I ! JL J c enginnnoeeinc 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-engincers.com C.O.A.: 25988 DDC PROJECT NO.: 18470 CONSULTANTS: DATE lIT O`TEMBER S,018 REVIEW SET El PERMIT SET BID SET El CONSTRUCTION SET ❑ AS BUILT n REVISIONS — ---- — ---r-------- - - - - - rrt*trtr-- iG4 MECHANICAL PLAN - 2ND FLOOR A 1/16" = 1'-0" -� A B B C M-6 M-6 M-6 M-6 - ------.----- k L,hli. n BEIDFK XA M BFulzoC1M i i kk. pEt R`- UNIT TYM UNIT TYPE ; UNIT TYPE D E F M :, !.� �s= A 4 .. I{ Imo,„ ,•.. 1 IFEf^. Y�" KIP i. r r - — —�--y •�—� — -- �. M KAI I r M. ,':RT19 1 r ICI .. � l 1 � 1 � M-[1n I I � ' • �,3,+,. ':- ,�FtM,� FC:+YER RM I F=tTEi. �— yr - r A ..: t�,akiia �at..rs O�h� i � .xv � �' �� I li� � � �' "o• ;5 f— _ MECHANTr - .al-l�,-------------� I te a--- i .— 7 A 1 II [,ii 1 1: ;. ,I+" M !u IJI+4 xtM 1 ! I1 I UNIT TYPE i 1 , D 1 i F i {A �• 1 KITCHEN N1r f v M anThl _ ,l. V. enil �,f,1 �❑ '4L> F3FogcP>'+l7 F !' -,f -1. E3Fixirl(7M7 _ LFQrY E� z 1 �,„r�yr= •h--j",.a+-ter ` ,. 1 �. � '�iR'�-+;*----�'m-a err[ ----------------------r"�'r_—. ' MECHANICAL PLAN - 4TH FL E .t CD N C)- GREAT ROOM I „ CD 1" CD I-" CD 1 "CD CD 1J"CD CONDENSATE RISER N.T.S. BEDROOM 3 MECHANICAL PLAN - UNIT D (2ND FL 3RD & 4TH FLOOR SIMILAR 1/4" = P-O" 10 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. ELEVATOR EDRYER VENT _j UNIT D: HC RIZONTA.L RUN = 36 FT 901 ELBOW - 15 FT VERTICAL RUN = 8 FT TO TAL RUN = 59 FT UNIT E (UNIT F SIMILAR: HC RIZONTAL RUN = 43 FT 90'' ELBOW = 15 FT VERTICAL RUN = 8 FT TOTAL RUN = 66 FT UN IT G: HORIZONTAL RUN = 36 FT 90" ELBOW 15 FT VERTICAL RUN 8 FT TOTAL RUN - 59 FT 4 1�0 CAM GREY\T ROOM MECHANICAL PLAN - UNITE i BEDROOM 2 _ 'm NATURAL VENTILATION CALCULATIONS UNIT D: 1424 SQ. FT. TOTAL 57 SQ. FT. OF NATURAL VENTILATION REQUIRED PER FMC 402.2. 124 SQ. FT. AVAILABLE UNIT E (UNIT F SIMILAR): 1420 SQ. FT. TOTAL 57 SQ. FT. OF NATURAL VENTILATION REQUIRED PER FMC 402.2. 79 SQ, FT. AVAILABLE UNIT G: 1424 SQ. FT, TOTAL 57 SQ, FT. OF NATURAL VENTILATION REQUIRED PER FMC 402.2. 124 SQ. FT. AVAILABLE 2ND FL) (UNIT F SIMILAR 1j4 1 0 0 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 3%" CONDENSATE DRAIN TO RISER, 9. MAINTAIN T-0" CLEAR FROM WINDOWS FOR ALL EXHAUST OUTLETS. 10. ROUTE 6" O RANGE I•IOOD VENT TO EXTERIOR VENT CAP OR LOUVER. 11. RETURN AIR THROUGH LOUVERED DOOR. 12. PROVIDE 4" DRYER VENT. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida. 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasitva. 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 € rr: F _ W ,1 > < 094 Z Ham ,. c- SHEET NO.: M=6 DRAWN: JS W CHECKED: DAD APPROVED: DAD David A. DaSilva 54739 MECHANICAL PLAN - UNIT` � ��NI� FLU - i _ -� ,�� . � _. 3RD & 4TH FLOOR SIMILAR 1 j4" = 1'-0' r Q # ....�.,- '^w'm� ...�^ .,p .; , ., .. � ....... , :.., . _. -"'cam+" '"'". v'" - •_ .•- ,- . """=�'n"-p'a,—' ',"'+late` ^*'e 3RD & 47H FLOOR SIMILAR TYP.�_ - 150 C3 KIT HEN .� 100 �.& wa-llfeffivAl 125[ 12x8 SWR S \--I- i,, - 4' CD 1" CD " CD 1' CD �4"CD 1'"CD CONDENSATE RISER N.T.S. :1' EF-1 4"0 75 � 1 BEDROOM 2 -^ - 25 ` --' 4 12x4 TYR 50 s SWD ( I - - --- - -- - - %% 9 1 1 _ . _ -.LI. //BEDR `� `k` /a' 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. 6 9 12 3 TYP. 2 TYP. - , I �. 150 100 —~ p M. iQR00M c i -- I 150 100 DRYER VENT UNIT D: HORIZONTAL RUN = 36 FT 90" ELBOW = 15 FT VERTICAL RUN = 8 FT TOTAL RUN = 59 FT UNITE UNIT F SIMILAR HORIZONTAL RUN = 43 FT 900 ELBOW 15 FT VERTICAL RUN = 8 FT TOTAL RUN = 66 FT UNIT G: HORIZONTAL RUN = 36 FT 900 ELBOW - 15 FT VERTICAL RUN - 8 FT TOTAL RUN - 59 FT CALCULATIONS UNIT D: 1424 SQ. FT. TOTAL 57 SQ. IT. OF NATURAL VENTILATION REQUIRED PER FMC 402.2. 124 SQ. FT. AVAILABLE UNIT E (UNIT F SIMILAR): 1420 SQ. FT, TOTAL 57 SQ. FT. OF NATURAL VENTILATION REQUIRED PER FMC 402.2. 79 SQ. FT. AVAILABLE UNIT G: 1424 SQ. FT. TOTAL 57 SQ. FT. OF NATURAL VENTILATION REQUIRED PER FMC 402.2. 124 SQ. FT. AVAILABLE GREAT ROOM l Insm1 l - a _- 25 ,..IT �_._. 'HEN . -i r- 100 � Ds I+ 100 • - 12x10 I —I-- SWR- _ 1" CD RISER I. - 75 AC-2E (AC-3E, 3RD FLU - - -- -, (AC-4E, 4TH ILJ L 4""0 25 i 14x10 20x10 C L OS EF-2 MITI - 6"0 25 ' ill BATH. 12x$ 4 125 5 - - .SWR . 12x4 - SWD 7 - �.- _77.75 g 4" DRYER VENT = 11 - - i P . R M - - ! FOYER -� 25._t � EF-2 BEDROOM 2 ua ELEVATOR f 1 TYP. EF-1 so Li > > r BAT.H 2 i Lai r7— STAIR Tri� A ME HANI AL PLAN -UNIT D{2ND FL} M-3 3RD & 4TH FLOOR SIMILAR 1/4" = P-O" e MECHANICAL �SIMIL"MPLAN -UNITE (2ND FL) F FLOOR SIMILAR 1/4" = o, 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 DETAM. 6. PROVIDE 12"x12" E.A. WALL OUTLET OR SOFFIT. 7. ROUTE REFRIGERANT PIPING UP TO CONDENSER ON ROOF. 8. ROUTE %" CONDENSATE DRAIN TO RISER. 9. MAINTAIN 3-0" CLEAR FROM WINDOWS FOR ALL EXHAUST OUTLETS. 10. ROUTE 6" O RANGE HOOD VENT TO EXTERIOR VENT CAP OR LOUVER. 11. RETURN AIR THROUGH LOUVERED DOOR. 12. PROVIDE 4" DRYER VENT. 50 GREAT R+ C enginewenn(j 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.davi a)ddc-engin :rs.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8, _ 2018 - - - - REVIEW SET 0 PERMIT SET z BID SET CONSTRUCTION SET AS 13UILT � UMMIl z -KITCHEN L 100 1t�0 .. W i - i 3RD FL) - .- 14TH FL) 125 CL - 12x8 SWR�.ti , a FI:-12x4 EF-1 SWD i 1 75.. - 4"0 -- BEUROr- ' T:H ' � f � 1 TYP. m C` E R j i so. r; AT H 2 25 12x4 SWD - --- II 10_1 _ j j ti 1 L{ C MECHANICAL PLAN - UNI`, M-3 3RD N 4TH FLOOR SIMILAR SUPPLY AIR SUPPLY DUCT FLEX CONNECTION AC CLOSET WALL REFRIGERANT LINES i P-TRAP - t" CD TO 1 #" RISER AIR HANDLER ON EQUIPMENT SUPPORT i FILTER I 4" PVC CHASE TO EXTERIOR ACCESS • I I AC STAND FLOOR TYPICAL M 1 AC INSTALLATION N.T.S. CAULK ALL f I f AROUND I I I I I I I I I CAULK I I RAIN SILL ---� I LINTEL DUCT BIRDSCREEN 5" DRAWABLE LOUVER JAEN.) LOUVER FRAME SECURE TO WALL � rtxxlsTlNo wnLL TYPICAL WALL M7 LOUVER DETAIL N.T.S. SYSTEM NO. W-L-5027 ANSI/UL1479 (ASTM E814) F RATING — 2 FIR T RATING — 1/2 HR L RATING AT AMBIENT — LESS THAN 1 CFM/SQ FT L RATING AT 400 F — LESS THAN 1 CFM/SQ FT Tf, [—A UA r0� r � A 6 1 S1ECTIO A -A 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 dram of opening is 6 in. 2. Metallic Sleeve — Nom 6 in. diam for smaller) Schedule 40 (or thinner) steel pipe cast into wail 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 MAYBE 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/ 16 IN. 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. 5. 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 AA 12 PENETRATION DETAIL N.T.S. rd P-D 100 REFRIGERANT PIPING �] CONDENSER AC UNIT / ON WALL SUPPORT PROVIDE WALL BRACKET / AND ANCHOR TO WALL t INSULATED CONDENSATE TO EXTERIOR GREEN AREA OR STORM DRAIN u DUCTLESS SPLIT M2 SYSTEM N.T.S. THERMOSTATIC EXPANSION VALVE (TYPI� p SIGHT GLASS (OFT) SUCTION T SOLENOID VAL FILTER DRIER ISOLATION VALVE (TYP) CONDENSING UNIT REFRIGERANT PIPING M 8— DETAIL AIR FLOW I s , SUPPLY AIR DUCT RECTANGULAR TO ROUND TRANSITION GALVANIZED SPIRAL DUCT AIR FLOW p � MVD RETURN / EXHAUST AIR DUCT M14TAKE-OFF DETAIL N.T.S. PIPING AC UNIT PROVIDE INSULATED WALL BRACKET CEILING CONDENSATE TO 1T AND ANCHOR EXTERIOR GREEN TO WALL AREA OR I DRYWELL I I CONDENSER ON V CONCRETE PAD M3 SPLIT SYSTEM N.T.S. THREADED CAP, FLOAT SWITCH IN SECONDARY DRAIN LINE HAND TIGHTENED TO DISABLE AHU SHOULD THREADED CAP WITH WO SECONDARY DRAIN LINE HOLE DRILLED w TOP, ACCUMULATE WATER. HAND TIGHTENED. AIR O HANDLER SLOPE TO UNIT DRAIN— `� j_ DRAIN PAN CASING SLEEVE 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 = IJ TIMES FAN SUCTION. S.P. B = Y'a" PLUS FAN DISCHARGE S.P. 4. ALL CONDENSATE PIPING TO BE COPPER. 5. INSULATE ALL DRAIN LINES WITH Y4" ARMAFLEX CONDENSATE DRAIN M9 P-TRAP DETAIL N.T.S. SADDLE ) ..... .�1TION 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 ANGLE ]RON —LOCKNUT (TYP.) MULTIPLE INSULATED M 15 PIPE HANGER DETAIL N.T.S. M-DO09 � INSULATE SUCTION LINE SCOOP AND VOLUME SPIN IN FITTING WITH SUPPORT FROM DAMPERPA 18'HIGH CONDENSING UNIT STRUCTURE (MIN.) *a ON SUPPORT RAIL DUCT CLAMP SUPPORT` 1 (18 HIGH) DUCT SUPPLY A]R INSULATED FLEX DUCT SUPPORT FROM STRUCTURE PROVIDE 1/2" RODS AND � - NEOPRENE VIBRATION ISOLATORS, ISOLATION PAD (4 REQUIRED) ANCHOR FLEXIBLE $OTH SIDES CONNECTION (T'YP.) PROVIDE SADDLE DUCT SUPPORT SUPPORT LIQUID AND SUCTION LINES UMINUM FRAME ANCHORED DISCONNECT EA DAMPER OPERATOR SHALL TO EVAPORATOR TO ROOF DECK. PROVIDE SWITCH DUCT BE ACCESSIBLE. PROVIDE 8" EPDXY SET BOLT Wf 3,�" EXTENSION TIIRU INSULATION EMBEDMENT AT EACH LEG ANGLE BRACKET OF STAND. CEILINGINSULATE $ACK OF ALL AIR DIFFUSER $ TEK-SCRE YS DISTRIBUTION DEVICES TO EVAPORATOR COIL CONDENSER SUPPORT MAXIMUM 2 PIPES � FAN GRILLE PER CONDUIT, TYP. NOTE: ` CEILING I . ALL AC EQUIPMENT CURB HEIGHTS MUST MEET THE 2010 FLORIDA AIR FLOW CAUTION: USE CARE. DO NOT BUILDING CODE REQUIREMENTS AND PUNCTURE THE CONDENSER SHALL BE RATED FOR WIND SPEEDS OF COIL CONDENSER UNIT DETAIL EXHAUST FAN DETAIL TYPICAL DUCT M4 (ROOF ]MOUNTEDM5CEILING DIFFUSER DETAIL N.T.S. N.T.S. N,T.S. SECURE TO STRUCTURE ABOVE AS RECOMMENDED BY SMACNA 1" 22 GA GALV. METAL STRAP DRYER WALL CAP 4" RIGID PIPE NOT TO EXCEED 2" THROUGH I"' DRYER BOX EXTERIOR WALL 8 DRYER BOX FLEX TRANSITION HOSE M 10 DRYER VENT BOX DETAIL N.T.S. -SHEET METAL SCREW, RIVET OR BOLT TO BOTH SIDES OF DUCT. TYPE "A' DUCT SCHEDULE DUCT DIMENSIONS INCITES TYPE HANGER UP TO 18 A 19TO30 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: y" DISCONNECT I I WALL SLEEVE OR COLLAR TYPE 'B' GALVAN0 ANGLE M 1 DUCT SUPPORT DETAIL N.T.S. FIRAII, ///-WALL VER .E TYPE SIDEWALL M12 EXHAUST FAN DETAIL N.T.S. 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@d,dc-engincers.com C.O.A.: 25988 DDC PROJECT NO.. 18070 CONSULTANTS: DATE NOVEMBER 8, 2018 REVIEW SET Q PERMIT SET BID SET CONSTRUCTION SET a AS BUILT REVISIONS z C] w Ll f� Q z ■■■■■■■■■■■■■ F�1 z Fy 00 z w 0 >o C zo > " 04 x 0 b4 Cl) F--I W Q SHEET NO.: M 7 DRAWN: JS CHECKED: DAD APPROVED, DAD David A. DaSilva 4 ; _ r.,,,.,�.,ht R°Y 7n, n nor. �p�rPfFnR TraC. 1 FILTER ACCESS SUPPLY DUCT FLEX CONNECTION AC CLOSET WALL REFRIGERANT LINES P-TRAP 3' CD TO 1 �' RISER AIR HANDLER ON EQUIPMENT SUPPORT 4" PVC CHASE TO EXTERIOR — AC STAND FLOOR TYPICAL M 1 AC INSTALLATION N.T.S. CAULK ALL AROUN➢ CAULK --- RAIN SILL AC UNIT ' PROVIDE WALL BRACKE 1` AND ANCHOR TO WALL ; �(D REFRIGERANT PIPING ON WALL SUPPORT INSULATED CONDENSATE TO EXTERIOR GREEN AREA OR STORM DRAIN DUCTLESS SPLIT M2 SYSTEM LINTEL THERMOSTATIC ". DUCT EXPANSION VALVE A�ja' A� BIRDSCREEN 5" DRAINABLE LOUVER PEN.) SIGHT GLASS LOUVER FRAME (O 1 SECURE TO WALL SUCTION TRA SOLENOID VALVE FILTER DRIER ISOLATION VALVE (TYP) CONDENSING UNI EXISTING WALL TYPICAL WALL M Z LOWER DETAIL N.T.S. SYSTEM NO. W-L-5027 ANSI/UL1479 (AM E814) F RATING -- 2 HR T RATING — 1/2 HR L RATING AT AMBIENT — LESS THAN 1 CFM/SQ FT L RATING AT 404 F — LESS THAN 1 CFM/SQ FT A 6 SI:CTIO A -A 1 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 1-3/16 IN. 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. 5. 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. & 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 M13PENETRATION DETAIL N.T.S. P-D 100 REFRIGERANT PIPING M 8 DETAIL N.7'.5. SUPPLY AIR DUCT RECTANGULAR TO ROUND TRANSITION GALVANIZED SPIRAL DUCT RETURN ] DUCT M 14 TAKE -OFF DETAIL DUCT ROOF REFRIGERANT PIPING AC UNIT PROVIDE INSULATED WALL BRACKET CEILING CONDENSATE TO i AND ANCHOR EXTERIOR GREEN + TO WALL AREA OR DRYWELL f V CONDENSER ON CONCRETE PAD ra.. M 3 SPLIT SYSTEM N.T.S. THREADED CAP, FLOAT SWITCH IN BAND TIGHTENED SECONDARY DRAIN LINE TO DISABLE AHU SHOULD THREADED CAP WITH }2"0 SECONDARY DRAIN LINE 11OLE DRILLED IN TOP, ACCUMULATE WATER. HAND TIGHTENED.� ' AIR HANDLER SLOPE TO UNIT DRAIN OD DRAIN PAN CASING SLEEVE pq UNION 12' EXTENSION PIPE WITH THREADED CAP NOTE: AT END 1. FILL TRAP MANUALLY ON INMAL START-UP. 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. 3. A — 1 J TIMES FAN SUCTION S.P. B = �6" PLUS RAN DISCHARGE S.P. 4. ALL CONDENSATE PIPING TO BE COPPER S. INSULATE ALL DRAIN LINES WITH Y" ARMAFLEX CONDENSATE DRAIN Mg P-TRAP D ETAI L N.T.S. IIPE WE SADDLE "VP.) ,,wULAT'ION PASSES THRU HANGER UNBROKEN SIZES UP TO 3" SINGLE ATTACH TO STRUCTURE — CONTINUOUS THREADED ROD U-BOLT PIPE INSULATION PIPE —PIPE SADDLE (18 GA., 18" LONG) —WASHER (TYP.) —UNISTRUT OR ANGLEIRON —LOCKNUT (TYP.) MULTIPLE INSULATED M15 PIPE HANGER DETAIL N.T.S. N.T.S. M-DO09 INSULATE SUCTION LINE 18'HIGH CONDENSING UNIT SUPPORT) (I8" HS[IGH) TROLL PROVIDE 1/2" RODS AND NEOPRENE VIBRATION .ISOLATORS, ISOLATION PAD (4 REQUIRED) ANCHOR FLEXIBLE BOTH SIDES CONNECTION (TYP.) DISCONNECT EA LIQUID AND SUCTION LAVES LUMINUM FRAME ANCHORED SV4TIT CH DUCT TO EVAPORATOR TO ROOF DECK. PROVIDE %" EPDXY SET BOLT W/ 3Y2" 4ftE�� ANGLE BRACKET EMBEDMENT AT EACH LEG CEILING TI2A-SCREWS OF STAND. TO EVAPORATOR COIL FAN GRILLE PER CONDENSER SUPPORT PERCOMAXIMUM 2 PIPES } CONDUIT, TYP. I} 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 33E RATED FOR WIND SPEEDS OF COIL. ISO MPH. CONDENSER UNIT DETAIL EXHAUST FAN DETAIL M4 (ROOF MOUNTED) -M 5 (CEILING) _ N.T.s. N.T.S. SECURE TO STRUCTURE ABOVE AS RECOMMENDED BY SMACNA SGA GALV. AL STRAP DRYER WALL CAP 4" RIGID PIPE, NOT TO EMCEED 2"THROUGH DRYER BOX 2"' n own M 10 EXTERIOR WALL r DRYER BOX FLEX TRANSITION HOSE DRYER VENT BOX. DETAIL N.T.S. - `--SHEET METAL SCREW, RIVET OR BOLT TO BOTH SIDES OF DUCT. L]UCT SCHEDULE DUCT DIMENSIONS INCHES TYPE BANGER UP TO 18 A 19 TO 30 A 13 30 TO 60 B NOTE: 8'-0" MAX HANGER SPACING SPIN -IN FITTIAIG WITH SCOOP AND V13LUME SUPPORT FROM DAMPER STRUCTURE DUCT CLAMP SUPPLY AIR DUCT INSULATED FLEX DUCT SUPPORT FROM STRUCTURE PROVIDE SADDLE �J DUCT SUPPORT SUPPORT DAMPER OPERATOR SHALL BE ACCESSIBLE. PROVIDE EXTENSION THRU INSULATION INSULATE BACK OF ALL AIR DIFFUSER DISTRIBUTION DEVICES CEILING AIR FLOW TYPICAL DUCT DIFFUSER DETAIL M6 t�►,[�y03C&IONif1 SECURE TO STRUCTURE SAFETY GUARD ABOVE AS RECOMMENDED BY SMACNA HANGER ROD SIZE: Y4" DISCONNECT TYPE I3 GALVANIZED ANGLE DUCT SUPPORT DETAIL N:T.S. WALL SLEEVE OR COLLAR VALL BACKDRAFT DAMPER FLOW WALL LOUVER RUSKIN LOUVER 6" DRAINABLE TYPE SIDEWALL M12 EXHAUST FAN DETAIL N.T.S. C engineering me 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. cam C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8, 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT Q U a �a 04 CN p w PLUMBING- SPECIFICATIONS SECTION 15400 PLUMBING FIXTURES AND EQUIPMENT PART I - 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, 3Y2 ` CRUMB CUP AID 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 16TH 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 INDMDUAL 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 MI, IN VOLUME. L. TESTING OF THE WATER SAMPLES SHALL 13E 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 F°708, MSS SP 58, MSS SP 69, MSS SP 89. 2. HANGERS FOR PIPE SIZES Y/ TO 1Y2 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 mni): 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 min): 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 mm): 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 GASKET'S 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. STEEL 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. STEEL 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 PRESENTERS: 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 1012; 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 201, 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 FEEL STEM AND SPRINGS, AUTOMATIC, DIR&`T PRESSURE ACTUATED CAPACITIES ASME CERTIFIED AND LABELED. E. GARBAGE CHUTE 1. PROVIDEWATER TO CHUTE AREA. COORDINATE WITH EQUIPMENT SUPPLIER, PART 3 - EXECUTION 3.1 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 IN STALATION-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 CEILIN , 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. 3A INSTALLATION SYSTEMS A. INSTALL INSERTS FOR PLACEMENT IN CONCRETE FORMS. 8. 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. F. 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. L 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- I / 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 13Y 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 9/4" 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 % 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 WORD. C. PLACE PIPE HANGERS WITHING 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 PIPINGAT 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, L 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 II CODE COMPLIANCE REQUIREMENTS II ALL WORK SHALL BE IN COMPLIANCE WITH THE FOLLOWING CODES; BUT NOT LIMI fED TO: 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - BUILDING (FBCB) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - EXISTING BUILDING (FB+'-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 (FRCP) 6TH EDITION OF THE 2017 FLORIDA BUILDING CODE - FUEL GAS (FBCFG) 6TH EDInON OF THE 2017 FLORIDA FIRE PREVENTION CODE (FFPC) NFPA 70 - 2014 NATIONAL ELECTRICAL CODE (NEC) 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 WRIT] NO 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 (INCLUDINCr SPRINKLER, PIPING WHEN PRESENT ON JOB)- ANY INSTALLATION OR CONSTRUCTIC N 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 G ATE R, H El 1TE R M}1RK STORAGE KW PER ELEMENT NUMBER TOTAL ELEMENTS KW VOLTAGE/ RECOVERY PHASE (GPH) @ 100°F THERMAL EFFICIENCY MANUFACTURE J MODEL NOTE GALLONS TEMP EWH-1 40 110°F 3,0 2 3.0 208-240 1 21 94°/° AO. 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 HEAD T MANUFACTURE / MODEL NOTES VOLTAGE RPM HP (GPM) (FEET) EPA 208-240 1 - 3/4 65 12 LT13ERTY PUMP ELV SERIES SEE BELOW NOTES: 1. PROVIDE WITH CONTROL PANEL WITH OIL DETECTION ALARM. 2. PROVIDE BACKFLOW PREVENTER, PLUMBING FIXTURE SCHEDULE TAG EQUIPMENT DESCRIPTION j ACCESSORIES I PIPE SIZE MANUFACTURE/ MODEL NOTES CW I HW I WASTE 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" f 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 COUNTER TOP SINGLE LEVER FAUCET 1/2" 1/2" 2" 1-I/2" OR EQUAL BELOW LAVATORY VITREOUS CHINA KOHLER/AMERICAN STANDARD SEE LriV-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" I-] J2" 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" ] .1/ 2n 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" ?„ 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, six 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). STATER. BOOSTER PUMP SCHEDULE MARK I MOTOR CAPACITY (GPM) FT MANUFACTURE J MODEL NOTES VOLTAGE RPM HP DWP-12 1 208/3 1800 1.5 1 60 1 45 1 HYFAB E-MVP SERIES SEE BELOW DWP-9 208/3 1800 1.5 50 45 HYFAB E-MVP SERIES SEE BELOW NOTES: 1. ALL BRONZE 3, VARIABLE SPEED DRIVE 2. PROVIDE AQUASTAT 4. AUTOMATIC ALTERNATION *ACCEPTABLE MANUFACTURER - VC SYSTEMS & CONTROLS, INC. 5. SOLID STATE CONTROL PANEL 6. FLOW METER 4083 South U.S. Highway 1, Ste. 10I Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david a]ddc-engirneers.crom C.D.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE - NOVEMBER 8, 2018 REVIEW SET PERMIT SET BID SET L CONSTRUCTION SET AS BUILT m 0 REVISIONS ,nEU FUk ■■■mommmmommm U z H IH 0 Z c z r p 0 z Z C 01-4 r194 z E O HIx �- V c SHEET NO.: P=l DRAWN: JS F--t CHECKED: DAD APPROVED: DAD David A. DaSilva r`�li��+l��flll 6 PN f D l /%/,,� 1 y`` { r rn yz19 cn r • E -. . 0 p s . ,..p'%'-.+ems•.... y,m=--;R.'r ,•r++-.. �r---•...�__. ,....�,,,�f^".P. ._�....,,. _..-_. .__... .�,,.,,,,,,,.�.---------... -.n__. _ .----•..-_ _ f7.uc+us4tt 0 _ .._. "n .' _.1 201'0 PPC Engine `ne Inc, C C 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, 3!/2" CRUMB CUP AID 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 t6TH 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. 1. 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: I. 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 SWIVWL, 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 150 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 mm): 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 mm): 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 SOB 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 R QUEST 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 SOB SOLDER JOINTS. D. EQUIPMENT DRAINS AND OVERFLOWS: 1, STEEL 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. STEEL 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. 2A PLUMBING SUPPLY SPECIALTIES A. 1. BACKFLOW PRESENTERS: a. WATTS 909RP b. WILKENS RPZ-975 2. REDUCED PRESSURE BACKFLOW PRESENTERS: 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 1012; BRONZE BODY WITH CORROSION RESISTANT INTERNAL PARTS AND STAINLESS STEEL SPRINGS; TWO INDEPENDENTLY OPERATING CHECK VALVES WITH INTEERMEDIATE 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 h. 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 3" WATER TO CHUTE AREA. COORDINATE WITH EQUIPMENT SUPPLIER. PART 3 - EXECUTION 3.1 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 DIVERTED. B. INSTALL HALL 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. F. 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. 1. 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 Y4' 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 % 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 Yi INCH SPACE BETWEEN FINISHED COVERING AND ADJACENT WORK. C. PLACE PIPE HANGERS WIHING 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. S(JPPORT 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 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 HOT WATER PIPING .RW 140° HI -TEMP HOT WATER PIPING HWR (TEMPERED) HOT WATER RECIRCULATION PIPING CD CONDENSATE DRAIN PIPING VENT PIPING ------------------- SD STORM DRAIN - - i}- - - CHECK VALVE - - ---} - - MIXING VALVE - --,� FCO/ ECO FLOOR CLEANOUT EXTERIOR CLEANOUT WCO. WALL CLEANOUT CONNECT TO EXISTING -- - -- - - 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 - e�rc �►s- GAS SERVICE DEMO NOT IN CONTRACT (N.I.C.) 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 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. ELECTRIC j STORAGE KW PER NUMBER TOTALL MARK ELEMENT ELEMENTS KW GALLONS TEMP EWH-1 1 40 11WF 3.0 2 3.0 NOTES: PROVIDE THE FOLLOWING: 4. HEAT TRAPS 1. EXPANSION TANK 2. PRESSURE RELIEF VALVE 3. AUXILIARY DRAIN PAN ELEVATOR PUMP SCHEI✓ MART{ MOTOR CAPACITY (GPM) HEAD {FEET] VOLTAGE RPM HP EP-1 208-240/ 1 - 3/4 65 12 NOTES: 1. PROVIDE WITH CONTROL PANEL WITH OIL DETECTION ALARM. 2. PROVIDE BACKFLOW PREVENTER. PLUMBING FIXTURE SCHEDULE TAG EQUIPMENT DESCRIPTION ACCESSORIES PIPE SIZE MANUFACTURE' MODEL NOTES CW I HW WASTE VENT COLLECTION PLASTIC ODDITIES PLASTIC ODDITIES SEE CD -I 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 - - 31" 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 LAVA COUNTER TOP SINGLE LEVER FAUCET 1/2" 1/2" 2" 1 1/2" OR EQUAL BELOW LAVATORY VITREOUS CHINA KOHLER/AMERICAN STANDARD SEE 1AV-2 WALL HUNG SINGLE LEVER FAUCET 1/2" 1/2" 2* 1-1/21' 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 l 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" I/T 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, KOHI.ER/AMERICAN STANDARD SEE WC-2 ADA FLOOR MOUNTED 3/4" - 3'" 2" OR EQUAL BELOW (IT HIGH) TANK TYPE WASHING MACHINE OWNER GUY GRAY SEE WM TO SELECT 1/21" 1/2` 3" 1-I/2'" BELOW NOTES: I. PROVIDE SHUT OFF VALVES AND P-TRAPS AT ALL PLUMBING FIXTURES. 4. PROVIDE PRESSURE BALANCING VALVE AND ANTI SCALD DEVICE FOR ' 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 HAv CONTRACTOR TO PROVIDE A SEPERATE COST FOR ALL PLUMB" OWNER TO MAKE FINAL SELECTION OF FIXTURES. (CONTRACTr WATER BOOSTER PT- MARK MOTOR CAPACITY VOLTAGE RPM HP (GP" DWP-12 208/3 1800 1.5 DWP-9 208/3 1800 1.5 NOTES: 1. ALL BRONZE 2. PROVIDE AQUAST' *ACCEPTABLE MANUFACTURL 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.dde-engincers.com dasilva.david@ddc-e'ngineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8 2018 REVIEW SET ❑ PERMITSET z BID SET ❑ CONSTRUCTION SET ❑ AS BUILT ❑ REVISIONS (51 z ■■■■■■mammo®■ 0 P4 a I� 0 a2 0 N c� I I m -I H 1-1 frGir AALURI r=TTr[ni' [111111 Iff] -11 TrrFFT-,' 11111 11 111. DULL i Ll . r SL 1 SL2 SL3 r SLA , I-5 m E-- � I U-- I I I . 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BEDROOM `,.i'1'VHM UKAHN C LOS r3"SSDN ELEVATO G R E. /%T ROOM P-7 2" SS DN " CW/HW 1 � jlr DW CL_ KITCHEN STORM DRAIN CVF/HW TB-1 s6 3" SS DN --- - CLOS CW/HWY ..IrAV-1 CW8 HW FOYER .' V CW DN 74. 4_4�. WC-- EW CW/HW r HW BEDROOM 2 W4 �, f P-8 � 4 SS DN CW11" HW j2" HW F � LAv ' WC-1 BA /H2 B PLUMBING FLAN - UNIT E P-3 MAHI-MAHI - UNIT F SIMILAR 1/4" = V-0" WCfl CW/ 1 _ - I" CW/HW LAV--1 S3 3f�P-7 ill z-r. - -_ �- 4"SSDN- W3 - EWH-1 1" CW/j,r HW P-8 1 FOYE P-7 1" CW DN f -- 4" SS DN !.. Lw NOTES c� L PROVIDE WATER HAMMER ARRESTORS FOR ALL PLUMBING FIXTURES. 2. CONTRACTOR TO CONFIRM PIPE SIZES, LOCATIONS AND FLOW. 3. PROVIDE SHUT OFF VALVES FOR EACH FIXTURE. 4. PROPERLY ANCHOR ALL PIPING TO STRUCTURE. S. INSULATE ALL HOT WATER PIPES WITH V ARMAFLEX. 6. PROVIDE CLEANOUTS AT BASE OF ALL STACKS. GREAT ROOM J" CW/HW S1 P-� TYP. 2 2" SS DN TYP. 6 r.u�. TYP. 1 _ - - TYR 3 f j .� 1 DW SK-1 K1T(:F-1FN CiITI HW C PLUMBING PLAN - UNIT G P-3 MAHI-MAHI 1/4" = 1'-0" 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321,633.4522 Fax 321.633,4528 www.dd�-engineers.com dasilva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 89 2018 REVIEW SET ❑ PERMIT SET z HID SET ❑ CONSTRUCTION SET ❑ AS BUILT ❑ �q 0 U u) n z ■■■■■■■■■■■■■ ly z F"1 I 0 0 Uf) Z 0 > <© � mz: �D IxUw z Ia � i SHEET NO.: P=5 DRAWN: JS CHECKED: DAD I­1 APPROVED: DAD David A. DaSlva OM A)V / 1 -n f, M. BED1_<U'U1v1 I- I CO DW j " - ASK-1 „ CW/HW 'C I._�35 ITCHE� L 3" SS DN STORM DRAW . " - " CWjHW — .. _ T&1� CwjHW " AT " SH-� HW nw HW CW Cw - - i j a —D4 CW/HW 1 -„ CW jam" " WC-1 " CW4, HW f " SH-1 P-7 '^ CWjHW j LAV-ILAV-L 4" SS DN r - _ " BEDROOM 2 WC-1 4°SSDN I CW _ _ P 8 1" CW/J'� HW "1 � � S7 = BATH 2 LAV-1 Y E R P-7 E ��p CW/HW 1" CW DN ,- - - - -. J" CW/I" Hfl _r F f I� 4" SS DN " CW S3 P-7 STAIR 1 =111■■� M. BEDROOM GREAT 1111111[.�. 1' CW/HW -- DW CO, 43""SS RAIN - — - - KITCHEN,DNSTORM D i' CW/HW SH-I M. BATH _9" CW j1IW TB-1 li P 7 3" SS DN I---- C LO S 1„ CW/J" HW WC-1 CW jHW LAV-1 LAV-1 "FOYER LLL1i - I -� 1" cw DN—L9Y--�� WC-1 CW EWH-1 1" CW/HW 4" SS DN S7 f I" CW/4 ' HW P-� W4 BEDROOM 2 ELEVATOR j PJ$ p $ 4" SS DN „ CW/ " HW NOTES O 11 I. PROVIDE WATER HAMMER ARRESTORS FOR ALL PLUMBING FIXTURES. 2. CONTRACTOR TO CONFIRM PIPE SIZES, LOCATIONS AND FLOW. 3. PROVIDE SHUT OFF VALVES FOR EACH FIXTURE. 4. PROPERLY ANCHOR ALL PIPING TO STRUCTURE. 5. INSULATE ALL HOT WATER PIPES WITH 1" ARMAF'LEX. 6. PROVIDE CLEANOUTS AT BASE OF ALL STACKS. M. BEDROOM GREA _ 1 CW/HW I TYR 3 I DW CLOSKITCHEN DRAIN L ' — s5 � 3" SS DN P-7 3" SS DN CWj1iW -„ CW/HW " CL SH-1 M. BATH j i CW/HW - CW " CWI - -- „ HW - - WC CW JHW e.: " CW/HW - m— 1 r 1 ILAV-1 83 SH-1 i LAV-1 __ _ P-7 4"SSDN �. b WC-1, EWH-1 I" CW jj" HW W3" CW 4" SS DN P-8 C--D4_ — —tj' ' o LAV-1 R J�( , s7 I' AYE P-7 y 1" CW DN .r WC-1 , LAV-1 f ,. T h ll - -�` 4" SS DN^ CW/HW S3„ CW C 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, arils -- - REVIEW SET PERMIT SET z BID SET CONSTRUCTION SET AS BUILT REVISIONS CN A PLUMBING PLAN - UNIT D P-3 MAHI-MAHi 1 j4" = 1'4' 0 «0 a cv PLUMBING PLAN -UNIT E MAHI-MAHI - UNIT F SIMILAR 1 j4" = I'-C1" PLn UMBING PLAN - System. No. C-AJ-1498 F Ratings - 2 Hr T Rating - 0 Hr W Rating - Class 1 A SECTION A -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 - 0 Hr System No. W--L-2078 F Ratings - I & 21-1r (See Item 1) T Rating - 1 & 211 r (See Item 1) SECTION A -A System No. C-AJ-2305 F Ratings - 2 Hr T Rating- 1-1/2 Hr SECTION A -A SECTION A -A SECTION a -A 1. Floor or Wall Assembly --Min 4-1/2 in. thick reinforced normal weight (100-150 pcf) concrete. 1. Wall Assembly The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed 1. FLOOR (1 WALL ASSEMBLY MINE OR 5N. THICK REINFORCED LIGHTWEIGHT OR NORMAL 1. Wall Assembly The fire -rated sum board stud wall assembly shall be constructed of the 1. Floor or Wail Assembly wall may also be constructed of any UL classified concrete blocks*. Max diem of opening is 10 in. WEIGHT 100-150 PCF CONCRETE OR 5 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL of the materials and in the manner described in the individual U40[l Series wall or partition y - gypsum J y y -- Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 See concrete blocks cazt category in the fire resistance directory for names of manufacturers. ( ) designin the UL fire resistance directs and shall include the following construction features: materials and in the manner specified in the individual U300 or U400 Series wall and partition concrete. Wall may also be constructed of an. UL classified concrete blocks*. Max diam of ( ) g rY � WEIGHT CONCRETE WALL. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED . directory g p� Y y CONCRETE 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. 2. Steel Sleeve -- Nam 10 in, diam (or smaller) Schedule 10 (or heavier) steel pipe cast or grouted BLOCKS*. MAX I}IAM OF OPENING IS 32 IN. consist of Nom 2 by 4 in. lumber spaced 16 in. oc. steel studs to be min 2-1/2 in. wide and below. See concrete blocks (cazt) category in the fire resistance directory for names of manufacturers. into floor or wall assembly, flush with both floor or wall surfaces. m spaced max 24 in. oc. When steel studs are used and the diaof opening exceeds the width of The hourly F Rating and T Rating of the firestop system is equal to the hourly fire rating of the 2. Through Penetrants -- One nonmetallic pipe to be installed either eccentrically or concentrically SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR stud cavity,then opening shall be framed on all sides using lengths of steel stud installed wall assemblym which it is installed: within the firestop system. The annular space shall be min 0 in. (point contact to max 1-3 8 in. NAMES OF MANUFACTURERS. � g g � � P y P (P ] J 3. Through -Penetrant -- One metallic pipe, tube or conduit to be installed either concentrically or PENETRANTS 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. THROUGHONE METALLIC PIPE OR TUBING TO BE INSTALLED eccentrically within the firestop system. The annular space between penetrant and periphery of CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TOopening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diam 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 of nonmetallic pipes may be used: opening shall be min 0 in. (point contact) to max 2 in. Penetrant to be rigidly supported on both BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. THE FOLLOWING TYPES penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in, spaced max 24 in. oc. A. Polyvinyl Chloride (PVC) Pipe -- Nam 8 in. diam (or smaller) Schedule 40 cellular or solid core sides of floor or wall assembly. The following types and sizes of metallic penetrants may be used: AND 81ZES OF METALLIC PIPES OR TUBING 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 PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. 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 diam of opening is 7 in. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe -- Nom 8 in. diam (or smaller) SDR 13.5 CM pipe A. Steel Pipe -- Nam 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 in the UL 2. Through -Penetrants - One nonmetallic pipe, conduit or tubing to be installed within the firestop for use in closed (process or supply) piping systems. B. COPPER TUBING NOM 6 W. DIAM (OR SMALLER) TYPE L (OR HEAVIER) CLIPPER TUBING. 3. Firestop, System -- The firestop system shall consist of the following: B. Iron Pipe -- Nom 8 in. diam (or smaller) cast or ductile iron pipe. Fire Resistance Directory. Max dram of opening in steel stud walls is 32in. Max diam of system. The annular space between pipe and periphery of opening shall be min 0 in. (point p Y P y g: C. COPPER PIPE NOM 6 IN. DIAM (OR SMALLER) REGULAR {OR HEAVIER) COPPER PIPE. C. Copper Pipe -- Nom 4 in. diam (or smaller) regular (or heavier) copper pipe. WHEN THROUGH PENETRANT A IS USED, THE T RATING IS 2 HR. WHEN THROUGH openings in wood stud walls is 14-1/2 in. contact) to max 1/2 in. pipe or conduit to be rigidly supported on both sides of the wall A. Fill, Void or Cavity Materiel* -- Caulk -- Min 1/2 in. thickness of fill material applied within D. Copper Tubing -- Nam 4 in. diam (or smaller) Type I (or heavier) copper tubing. PENETRANT B OR C IS USED, THE T RATING IS 1-3/4 HR. The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in assembly. The following types and sizes of nonmetallic pipes may be used: the annulus, flush with top surface of floor or both surfaces of wall. At point contact location E. Conduit -- Nom. 6 in. diam (or smaller) rigid steel conduit. 3. PIPE COVERING MATERIALS* NOM 3 IN. THICK UN ACED MINERAL FIBER PIPE INSULATION which it 1s installed. A. Polyvinyl Chloride (PVC) Pipe - Nam 6 in. diam (or smaller) Schedule 40 solid -core or cellular between concrete floor and pipe, a min 1/4 in, diam bead of fill material shall be applied to the F. Conduit -- Nam 4 in. diam (or smaller) steel electrical metallic tubing (EMT). SIZED TO THE OUTSIDE DIAM OF PIPE OR TUBE. PIPE INSULATION SECURED WITH NOM 16 2. Steel Sleeve - Nam 32 in. diam (or smaller) schedule 40 (or heavier steel pipe sleeve friction .fit in core PVC pipe for use in closed (process or supply) or vented {drain, waste or vent) piping concrete/pipe interface on top surface of floor. AWG STEEL WIRE SPACED MAX 12 IN. OC. THE ANNULAR SPACE BETWEEN THE INSULATED nom 32 in. diam circular opening cut through gypsum wallboard layers. length of steel sleeve to system. HILTI CONSTRUCTION CHEMICALS, DIV OF 4. Firestop System -- The firestop system shall consist of the following: 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. diam (or smaller) SDR17 CPVC pipe HILTI INC -- F'S-ONE Sealant IN. 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. B. Fill, Void or Cavity Material* -- Wrap Strip -- Nom 3/16 in. thick by 1-3/4 in. wide A. Packing Material -- Min 4 in. tlftkness of 4 pef mineral wool batt insulation tightly packed into OWENS CORNING HT INC, DIV OF eccentrically within the firestop system. The annular space between pipe, conduit or tubing and C. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 6 in. diarn (or smaller) Schedule 40 intumescent wrap strip. Four layers of wrap strip are individually wrapped around the the opening as a permanent form. Packing material to be 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, through -penetrant with ends gutted and held in place with tape. Butted ends in successive both surfaces of wall to accommodate the required thickness of fill. material. INSULATION BWT OR HIGH TEMPERATURE PIPE INSULATION THERMALOC rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, waste or vent) piping systems, layer shall be offset. Wrap strip butted tightly against bottom surface of floor or both surfaces 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 of wall, 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. HILTI CONSTRUCTION CHEMICALS, DIV OF PP (Ik PPy) ( )PP g y INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACEJNG B. Iron Pipe - Norn 30 in. diam (or smaller) service weight (or heavier)cast iron soil pipe or Class E. Polyvinytidene Fluoride (PVDF) Pipe - Nam, 4 in. diam (or smaller) PVDF pipe for use in HILTI INC — CP648-E W45/ 1-3/4" Wrap Strip HILTI CONSTRUCTION CHEMICALS, DIV OF MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR BOTH SURFACES OF 50 (or heavier) ductile iron pressure pipe. closed (process or supply) or vented (drain, waste or vent i system. C. Steel Collar -- Collar fabricated from coils of precut min 0.017 in. thick (No. 28 MSG) galv steel )PPin g }� HILTI INC -- CP 601S Sealant WALL TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. C. Conduit - Nom 4 in. diam (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 1 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 I (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 - Nam 6 in, diem (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 securement to 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 opposite side incorporates retainer tabs, 1/2 in. wide by 3/16 in. long, prebent toward the _ anchor basks for 1-1 J2 and 2 in. diem pipes, 3 anchor hooks for 3 and 4 in. diem pipes, and 4 HILTI CONSTRUCTION CHEMICALS DIV OF within annulus, flush with both surfaces of wall assembly for 1 or 2 hr rated walls, respectively. pipe surface. Collar shall be tightly wrapped over the wrap strip, overlapping min. I in at Min 1 2 in. diam }read of caulk applied to the penetrant/wallboard wallboard interface at the point contact anchor hooks for 6 . l diem pipes). The anchor hooks are to be secured to the surface of wall seam.. a nom 1/2 in. wide stainless steel hose clam shall be secured to the collar at its HILTI INC -- FS-ONE SEALANT OR CP601S ELASTOMERIC FIRESTOP SEALANT / pP � pe J P { with 3f 16 2-1 J2 in. long toggle bolts along with washers. J p *BEARING THE UL CLASSIFICATION MARK location on both sides of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF 1 in. diam 4 l mid -height. Every other anchor tab of collar secured to concrete slab with by HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 643 g 50/1.5"N, CP 643 63/2"N, CP 643 90/3"N, CP 643 11014"N OR CP 643 1-3/4 in. long steel expansion type masonry fasteners, 3/16 in. diam by 1-1/2 in long steel 160 J6"N FIRESTOP COLLAR HILTI INC - FS-ONE SEALANT concrete screws or 0.145 in. diam by 1-1/4 in. long powder actuated fasteners utilizing a *Bearing the UL Classification Marking *Bearing the UL Classification Mark 1-7/16 diam by 1 / 16 in, thick steel washer. In floor assemblies, one collar to be used at the 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 P 1 PENETRATION DETAIL P2 PENETRATION DETAIL P3 1 AND -2 HR ASSEMBLY P 1 AND 2 HR ASSEMBLY P5 PENETRATION DETAIL. P-DOO1 N.T.S. P-DO03 P-DO20 P-D021 P-1D044 System No. W-L-1165 2°-0. F Ratings - 4 Hr ATTACH TO COVER COVER T Rating - 0 Hr STRUCTURE FOR WALL CONST, m CONCRETE BASE CONTINUOUS SEE ARCH. DWGS. FIN. FLOOR THREADED ROD A �U-BOLT MAY EXTEND ��L+N�UT ; i=-k 11m1..�� ,. �J -.. ExPAh,��„ _ SLL f IUN A --A 1. Wall Assembly The 4 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 Series Wall 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 gypsum 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 opening 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 fallowing types and sizes of metallic pipes or tubing may be used: A. Steel Pipe Nom 6 in. diam (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 Material* -Sealant Min 1-1/2 in. thickness of fill material applied within annulus, flush with both surfaces of the wall HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant *Bearing the UL Classification Marking METAL PIPE PENETRATION 6 4 HR ASSEMBLY P-D047 TANK 3/4' T&P I REIIEF VALVE U I I 3141, I ANTI-SYPHON VACUUM BREAKER BALL VALVE �I Myp) DRAIN VALVE DRAIN PAN TO DRAIN PAN Y TO MOP SINK OR EXTERIOR DIELECTRIC: UNION MT) P7 WATER HEATER DETAIL N.T.S. P-D### WASHING MACHINE ROUGH -IN UNIT ROSE BIBB SUPPLY FITTINGS 3" STAND PIPE 12'xIT ACCESS PANEL m M 1Y2' VENT I 3" DRAIN TO I SAN. SEWER L _j FINISHED FLOOR _- -3" P-TRAP - - CLEAN0UT WASHING MACHINE P12HOOK-UP DETAIL MT. . IPE IPE SADDLE 'YP.) .,,..R, ,—ULATION PASSES THRU HANGER UNBROKEN SIZES UP TO 3" SINGLE PIPE INSULATION PIPE -PIPE SADDLE (l8 GA., 18' LONG) -WASHER (TYR. -UNISTRUT OR ANGLEiRON --LOCKNUT (TR.j MULTIPLE INSULATED PIPE HANGER DETAIL N.T.S. ELEVATOR ALARM PANEL SHAFT WALL SIMPLEX ELECTRICAL OUTLET ON DEDICATED EMERGENCY CIRCUIT. PROVIDE PERMANENT LABEL "SUMP PUMP ONLY". ELECTRICAL POWER CORD NON -SLAM BRONZE CHECK VALVE LIQUID SMART SWITCH OIL SMART SWITCH ELEVATOR SHAFT FLOOR SUMP GRATE SUMP PTf -REFER TO ARCHrMCTURAL/STRUCTURAL DRAWINGS FOR LOCATION AND SIZE M-DOO9 SP-1 PUMP: ZOELLER OIL GUARD NO.940-0007, PROVIDE WITH FLOAT SWITCH FINISHED FLOOR �- 2" DISCHARGE ROUTE UNDERGROUND TO STORM DRAIN. ELECTRICAL POWER CORD SP-1 UNION FLOAT T-O" (SQUARE) SWITCH ELEVATOR PIT P13 SUMP PUMP DETAIL AS Of C1 TE PLUG le COUNTERSUNK SCREW POLISHED S.S. EARTH ACCESS COVER WASTE LIFE w/ LENGTH TO SUIT 1/8 BEND AT END OF LINECLEANOUT FLOW WASTE LINE SEWER LINE ADJUSTING COLLAR CLEANOUT PLUG AND BODY, SEE SPECS. RISER X BEND FULL SIZE, 4" MAX. PLUG IF END OF LINE dog FLOW ' " a ADJUSTING COLLAR CLEANOUT PLUG AND BODY. SEE SPECS. RISER BEND FULL S�ZE, 4" MAX. -PLUG PLUG IF END LINE EXTERIOR CLEANOUT P9 ., DETAIL ,ALL CLEANOUT DETAIL FLOOR CLEANOUT DETAIL N.T.S. N.T.S. P-DO06 N.T.S. P-DO06 EXPANSION TANK PRESSURE CONTROL VALVE fSEE DIAGRAM) .IVA " NTROL PANEL E FLEX JVALV F, V � VPRESSURE GAUGE TER PUMP P14 BOOSTER PUMP DETAIL DIELECTRIC COUPLING ANCHOR HEATER TO WALL W/ Y" CONCRETE AERTS MOUNTUNG BRACKET I WATER nF.TAiT. N.T.S. _ . •'�.„r----,'.�--•—_-�'-.-Wit---�-.�__.. _ ,_.._,.--- - _.-._ ,_. _ ddc engincennQ inc 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Pax 321.633.4528 www.dde-engineers.com dasilva. david a@ddc-engine ers, co m C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8, 20YS REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS _D s� (64 m Ca z ■■■■■■■■■■■■■ Z ill 1 0 o � a W 4"ram 0 >: a 4Z5 F Z a U 414 0 0 1 14 SHEET NO.: P=6 DRAWN: JS I— N CHECKED: DAD I — APPROVED: DAD David A. DaSifva ��547y3giil�,,iir ��� \0 AN rye © ..... tick .. a r '6 � �r �Ilf4i11111 Corti�roht 2018, riDC Engineerina Inc. System No. C-AJ-1498 F Ratings - 2 Hr T Rating - 0 Hr W Rating - Class 1 f 9 A " SECTION A -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 - 0 Hr System No. W-L-2078 F Ratings - 1 & 2 Hr (See Item 1) T Rating - 1 2 Hr (See Item 1) �tM7lliCi�tirr.0:1 System No. C-AJ-2305 F Ratings - 2 Hr T Rating- 1-1/2 Hr A �T none �yW 1 SECTION A -A SECTION A --A SECTION A -A 1. Floor or Wall Assembly --Min 4-1/2 in. thick reinforced normal weight (100-150 pcf) 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 of the materials and in the manner described in the individual U4QU Series wall or partition 1. Wall Assembly - The fire -rated gypsum board/ stud wall assembly shall be constructed of the 1. Floor or Wall Assembly -- Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 wall clay also be constructed of any UL classified concrete blocks*. Max diam of opening is 10 in. p� materials and in the manners specified in the individual U300 or U400 Series wail and partition concrete. Wall may also be constructed of an UL classified concrete blocks*. Max diam of WEIGHT (laQ-I5Q PCF) CONCRETE OR 5 IN. THICK REINFORCED LIGHTWEIGHT` OR NORMAL design in the UL fire resistance directory and shall include the hallo construction. features: F'e p p� y y See concrete blocks (cant) category in the fire resistance directory for names of manufacturers. ry 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 fie resistance directory and shall include the construction features noted opening is 10 in. CONCRETE below. See concrete blocks (cazt) category in the fire resistance directory for names of manufacturers. 2. Steel Sleeve -- Nom 10 in. diam (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 OF OPENING IS 32 IN. spaced max 24 in. oc. When steel studs are used and the diem of opening 2. Through Penetrants -- One nonmetallic pipe to be installed either eccentrically or concentrically into floor or wall assembly, flush with both floor or wall surfaces. g exceeds the width of The hourly F Rating and T Rating of the firestop system is equal to the hourly fire rating of the Si'i1�, CONCRETE BLOCK 1CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR sI� Pe wall assembl in which it is installed: within the firestop system. The annular space shall be min Q in. (point contact) to max 1-3/8 in. NAMES OF MANUFACTURERS. stud cavity, the opening shall be framed on all sides using lengths of steel stud installed Y 3. Through -Penetrant -- One 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 sixes g 2. THROUGH PENETRANTS ONE METALLIC PIPE OR TUBING TO BE INSTALLED of nonmetallic pipes may be used: eccentrically within the firestop 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 diam 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 y CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO A. Polyvinyl Chloride PVC Pipe -- Nom $ in. diem, (or smaller Schedule 40 cellular or solid care 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. yviny ( ) p ( ) BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. THE FOLLOWING TYPES PVC pipe for use in closed (process or supply) or vented drain, waste or vent piping systems. sides of floor or wall assembly. 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 P P pe - ( ) P p g AND SIZES OF METALLIC PIPES OR TUBING MAYBE USED:. B. Chlorinated Polyvinyl Chloride CPVC Pipe Nom S in. diem or smaller SDR 13.5 CPVD i 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 diain of opening is 7 in. Yriny (CPVC) -- ( ) P A. Steel Pipe -- 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 in the UL 2. Through -.Penetrants - One nonmetallic pipe, conduit or tubing to be installed within the firestop for use in closed (process or supply) piping systems. B. COPPER TUBING NOM 6 IN. DIAM (OR SMALLER) TYPE L f OR HEAVIER) COPPER TUBING. 3. Firestop stem --' The firestop system shall consist of the folly B. Iron Pipe -- Nom 8 in. diam (or smaller) cast or ductile iron pipe. Fire Resistance Directory. Max diam of opening in steel stud walls is 32in. Max diam of system. The annular space between pipe and periphery of opening shall be min: 0 in. (point p � p � C. COPPER PIPE NOM b IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. A. Fill, Void or Cavity Material* -- Caulk -- Min 1 2 in. thickness of fill material applied within C. Copper Pipe -- Nom, 4 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. pipe or conduit to be rigidly supported on both sides of the wall � j pp WHEN THROUGH PENETRANT A IS USED, THE T RATING IS 2 HR, WHEN THROUGH the annulus, flush with to surface of floor or both surfaces of wall. At point contact location D. Copper Tubing -- Nam 4 in. diam (or smaller) Type I (or heavier) copper tubing. The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in assembly. The following types and sires of nonmetallic pipes may be used: p PENETRANT B OR C IS USED, THE T RATING IS 1-3 j4 HR. which it is installed. A. Polyvinyl Chloride (PVC) Pipe -Nom 6 in. diem (or smaller) Schedule 40 solid -core or cellular between concrete floor and pipe, a min 1 /4 in. diem bead of fill material. shall be applied to the E. Conduit -- Nam 6 in. diam (or smaller) rigid steel conduit. 3. PIPE COVERING MATERIALS* NOM 3 IN, THICK UNFACED MINERAL FIBER PIPE INSULATION F. Conduit -- Nom 4 in. diam for 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 PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping concrete/pipe interface on tap surface Of floor. SIZED TO THE OUTSIDE DIAM OF PIPE OR TUBE. PIPE INSULATION SECURED WITH NOM 16 HILTI CONSTRUCTION CHEMICALS, DIV OF AWG STEEL WIRE SPACED MAX 12 IN. OC. THE ANNULAR SPACE BETWEEN THE INSULATED nom 32 in. diam circular opening cut through gypsum wallboard layers. length of steel sleeve to system. 4. Firestop System -- The firestop system shall consist of the following: THROUGH PENETRANT AND PERIPHERY OF OPENING SHALL BE MIN 1/2 IN. TO MAX 1-1/2 wall, be equal to thickness of ll.. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 6 in. diam B. Fill, (or smaller) SDR17 CPVC pipe HILT , Void C?NE Sealant oor r Cavity Material* -- Wrap Strip -- Nam 3J 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. IN. intumescent wrap strip. Four layers of wrap strip are individually wrapped around the A Packing Material -- Min 4 in. thickness of 4 pcf mineral wool bait insulation tightly packed into OWENS CORNING HT INC, DIV OF eccentrically within the firestop system. The annular space between pipe, conduit or tubing and C. Acrylonitriie Butadiene Styrene (ABS) Pipe - Nom 6 in. diarn (or smaller) Schedule 40 through -penetrant with ends butted and held in lace with tape. Butted ends in successive the opening as a permanent form. Packing material to be recessed from top surface of floor or the steel sleeve shall be min of 0 ion, (point contact to max 1-7/8 in. Pi conduit or tubingto be solid -core or cellular core ABS pipe for use in closed recess or supply)or vented drainP � both surfaces of wall to accommodate the required thickness of fill material. OWNS CORNING -- HIGH TEMPERATURE PIPE INSULATION 1200, HIGH TEMPERATURE PIPE rigidly supported on both sides of wall assembly. following es and sines of metallic p p � ( layer shall be offset. Wrap strip butted tightly against bottom surface of floor or both surfaces INSULATION BWT OR HIGH TEMPERATURE PIPE INSULATION THERMALOC y ppo y g pipes, waste or vent) piping systems. of wail. 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 14 (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. diam (or smaller) service weight (or heavier)cast iron soil pipe or Class E. Pol n lidene Fluoride F Pipe - Nom 4 in. diarn or smaller PVDF i for use in C. St INC -- Collar -- Coll Wfab l.-3 ed Wrap Strip HILTI CONSTRUCTION CHEMICALS, DIV OF aU or heavier ductile iron pressure i � y �) p { ) pipe C. Steel Collar -- Collar fabricated from coils of precut min 0.017 in. thick (No. 28 MSG) galy steel MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR BOTH SURFACES OF { ) p pipe. closed (process or supply) or vented {drain, waste or vent) piping system. available from the sealant manufacturer. Collar shall be room 1-3/4 in. deep with 1 in. wide by HILTI INC -- CP 601S Sealant WALL TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing. 3. Firestop Device - Firestop Collar - Firestop collar shall be installed in accordance with the *Be the UL Classification Mark * _ D. Copper Tubing Nom 6 in. diaizi (or smaller 1 or heavier copper tub' 2 in. long anchors tabs on 2 in. centers for securement to floor or wall assembly. The anchor B. FILL VOID OR CAVITY MATERIALS SEALANT' MIN 1/2 IN. THICKNESS OF FILL MATERIAL PP >� - { ) Type ( ) ppe �. accompanying installation instructions. Collar to be installed and latched around the pipe and tabs shall be befit 90 degree outward for securement to the floor or wall assembly. The 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 SURFACES OF WALL. 4. Fill, Void or Cavity Material* -Sealant - Min 5 j8 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 opposite side incorporates retainer tabs, 1 j2 in. wide by p strip, in. tang, p ingnt toward the within annulus flush with both surfaces of wall assembly for 1 or 2 hr rated walls respectively. pipe surface. Collar shall be tightly wrapped over the wrap strip, overlapping min. i in at HILTI CONSTRUCTION CHEMICALS, DIV OFanchor hooks for 6 in. diam pipes). The anchor hooks are to be secured to the surface of wall seam. a nom 1/2 in. wide stainless steel hose clamp shall be secured to 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. longtoggle bolts aloe with washers. location on both sides of wall. / / � g mid -height. Every Other anchor tab of collar secured to concrete slab with 1f4 in. diem by *BEARING THE UL CLASSIFICATION MARK HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI CONSTRUCTION CHEMICALS, DIV OF i-3 J4 in. long steel expansion type masonry fasteners, 3f 16 in. diem by 1-1 f 2 in Long steel HILTI INC - CP 643 5Q j 1.5"N, CP 643 63/2"N, CP 643 90/3"N, CP 643 110/4"N OR CP 643 concrete screws or 0.145 in. diam by 1-1/4 in, long powder actuated fasteners utilizing a HILTI INC - FS-ONE SEALANT 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 *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. *Bearing the UL Classification Mark CONC. FLOOR/WALL PIPE INSULATED PIPE METAL PIPE PENETRATION NONMETALLIC PIPE THRU NONMETALLIC PIPE P 1 PENETRATION DETAIL P2 PENETRATION DETAIL 1 AND 2 HR ASSEMBLY _ 1 AND 2 HR ASSEMBLY P5 PENETRATION DETAIL P-DO01 N.T.S. P-DO03 P-D020 P--D021 P-D044 System No. W-L-1165 COVER COVER F Ratings - 4 Hr ATTACH TO STRUCTURE T Rating - STRUCTURECONC 0 Hr FOR WALL CONST. caNTl�IuaCONCRETEBASE �>:IIu. FLOOR US SEE ARCH. DWGS. THREADED ROD Z=T[ Tr CLEANCIUI U-BOLT MAY EXTEND TLs1aN PIPE INSULATION ASwANSTTE PLUG PIPEOR COUNTERSUNK F14 yla-���� PIPE SCREW CLEANOUT 1A TEE POLISHED S.S. ADJUSUNC'r COLLAR EARTH ADJUSTING COLLAR 3 J4° T86P ACCESS COVER CLEANO Lrr PLUG AND SEE SPECS. CLEANOUT PLUG AND BODY. SEE SPECS. A 4 RELIEF VALVE — EW1I - RISERY. In PIPE SADDLE " RISER RISER ID L (18 LONGS X k BEND FULL Y, BEND FULL 3 f 4 jTY'R .j PIPE SADDLE WASHER (T 4" MAX. SZE, 4" MAX F TO DRAIN PAN 1 UI+ TRUT OR WASTE LINE w JPLUG ANTI-SYPji HON ` ALL INSULATION PASSES ANGLE IRON THRU HANGER UNBROKEN LOCKNUT (TYP.) LENGTH TO SUIT IF OF LINE END /�PLUG IF f -OF T iNF END NLL E 1UN A —A 1. Wall Assembly The 4 hr fire rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 Series Wall 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 rein 3-1/2 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Gypsum Board* The gypsum wallboard 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 opening 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 112 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. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Steel Conduit Nom 4 in. diam for smaller) steel electrical metallic tubing. C. Copper Tubing Nom 6 in. diam (or smaller) Type L for heavier) copper tubing. D. Copper Pipe Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 4. Fill, Void or CavityMaterial*-Sealant Min 1-1/2 in, thickness of fill, material applied within annulus, flush with both surfaces of the wall HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - FS-ONE Sealant *Bearing the UL Classification Marking VACTJUM BREAKER BALL VALVE DRAIN VALVE =A19 DRAIN PAN 1" TO MOP SINK OR EXTERIOR OtELECTRIC UNION M'9 P7 STATER HEATER DETAIL N.T.S. P-D### WASHING MACHINE HOT COLD 'l ROUGH -IN UNIT HOSE BIBB SUPPLY FITTINGS �3" STAND PIPE 12"xIT ACCESS PANEL FMC 1}�"VENT 3" DRAIN TO SAN. SEWER FINISHED FLOOR 3" P-TRAPOUT P12HOOKIUP WASHNG MAC DETAIL E SIZES UP TO 3" SINGLE MULTIPLE INSULATED PIPE HANGER DETAIL N.T.S. ELEVATOR ALARM PANEL SHAFT WALL SIMPLEX ELECTRICAL OUTLET ON DEDICATED EMERGENCY CIRCUIT. PROVIDE PERMANENT LABEL "SUMP PUMP ONLY". ELECTRICAL POWER CORD NON -SLAM BRONZE CHECK VALVE LIQUID SMART SWITCH OIL SMART SWITCH ELEVATOR ` � SHAFT FLOOR \ SUMP GRATE SUMP PIT - REFER TO ARCHrFECTURALJSTRUCTURAL DRAWINGS FOR LOCATION AND SIZE M-DH009 SP-1 PUMP: ZOELLER OIL GUARD NO.940-0007, PROVIDE WITH FLOAT SWITCH FINISHED FLOOR 2" DISCHARGE ROUTE UNDERGROUND To STORM DRAIN. ELECTRICAL POWER CURD G, P-1 UNION 2'-o• FLOAT ISQUAREI SWITCH ELEVATOR PIT P13 SUMP PUMP DETAIL 1j8BEND ATEND OF LINE CLEANOUT FLOW SEWER LINE WASTE LINE P9 WALL CLEANOUT DETAIL P 1 O EXTERIOR CLEANOUT DETAIL N.T.S. N.T.S. EXPANSION TANK ZG_ Vr 3" CONTROL PANEL Ll VALVE FLEX PRESSURE GAUGE BOOSTER PUMP P14 BOOSTER PUMP DETAIL ELECTRICAL. SUPPLY DIELECTRIC COUPLING ANCHOR HEATER TO WALL w f y" CONCRETE IAERTS MOUNTVNG BRACKET P is HEATER MOUNTING DETAIL Q.T.S. FLOW ddc enginennQ inc 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasiWa.david@ddc-engineers.com C.D.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS. DATE NOVEMBER 8, 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET Q AS BUILT ❑ REVISIONS Z Z 0 � w N; In METAL PIPE PENETRATION CIA 4 HR ASSEMBLY P6 P-D047 r 3" VTR rI� 2" °r I I 311 I I '0 sTi]DOR 1' I ri VENT 2 s5 wj� STUDOR VENT �J� Ss � STUD©R VENT 5/ 'Iz )� 2" SS � f SEATER RISER - UNIT A V.T.S. UNITS B,C,D,E,F,G SIMILAR SEATER RISER. - UNIT A N.T.S. UNITS B,C,D,E,F,G SIMILAR I1 I I ..� 2,1 SS I X Ss r r � rr`I` IR � r f I I I 2' SS 3"SS 2" • r 2a I 1 21 I it I I T�r7� I 10 4 2" SS 3" SS 3" SS SEWER RISER - UNIT A N.T.S. UNITS B,C,D,E,F,G SIMILAR "—3" SS I I I I SEWER RISER - UNIT A N.T.S. UNITS B,C SIMILAR �3" VTR JIBI 21' I �r r } AA(J■, 1 2" f I r � I I r NCO f 1 5�4 I I r-2. SEWER RISER - UNIT A "I.Tj. UNITS B,C,D,E,F,G SIMILAR 2" SS -J 2" .rr r Jr. �11 1, 1 2 l; j I I I I I �f 3" SS- 2" SS 2" rr 2 r 3 ss 2" SS SEWER RISE. -_UNIT D N.T.S. UNITS E,F,G SIMILAR 1-2" VTR � I � SEWER RISER - UNIT A N.T.S. UNITS B,C SIMILAR 2"' VTR r. ii 2" 1 I I I 2' 1 I I 1 r 3" SS I" ��. 3" SS 2 I �� I I Z r JI I �i 1 2" � I 2- SS .I I,1 3" SS l 3" SS 3211 ``. 4" SS r T`i I r I r i 0A 2" SS { CA J 3" SS J 3" SS SEWER RISER - UNIT E N.T.S. UNIT F SIMILAR 2" VENT TO ROOF 4i. i` 211 ss WCJ SEWER RISER N.T.S. 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321,633.4522 Fax 321.633.4528 www, ddc-engineers. coin dasilva.david@dde-eng[neers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: LATE NOVEMBER 8, 2018 REVIEW SET 7 PERMIT SET BID SET CONSTRUCTION SET A5 BUILT REVISIONS z 0 k Q w A Q ■■■■■■■■■■■■■ w i w~:)4 Iv'' >4 A " H W W SHEET NO.: P=7 ]RAWN: is ;HECKED: DAD J?PROVED: DAD David A. DaSilva 54739 ,1�� I)IIIIr/I// ��1 `� ,A ID f�'�r � r N }tW��1 (-3"WR I { Jr� 1 . 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WORK SHALL INCLUDE LABOR, MATERIAL AND ACCESSORIES NECESSARY TO ACCOMPLISH THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS, INCLUDING CONNECTION AND CHECKOUTS OF EQUIPMENT FURNISHED BY OTHERS (OTHER TRADES, THE OWNER AND. OTHER CONTRACTORS). B. THE MECHANICAL SPECIFICATIONS AND DRAWINGS INCLUDING THE GENERAL - CONDITIONS, INCLUDING ALL SUPPLEMENTS ISSUED THERETO, INSTRUCTIONS TO BIDDERS, AND OTHERS PERTINENT DOCUMENTS ISSUED BY THE ENGINEER ARE APART` OF THESE SPECIFICATIONS AND ELECTRICAL DRAWINGS. THIS TRADE SHALL CONSULT THEM FOR INSTRUCTIONS WHICH APP'LY'TO HIM. DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL LAYOUT AND WORK INCLUDED. ELECTRICIAN SHALL FOLLOW DRAWINGS IN LAYOUT THE ELECTRICAL WORK AND CONSULT THE DRAWINGS AND LAYOUTS OF OTHER TRADES TO VERIFY LOCATION AND SPACES IN WHICH WORK WILL BE INSTALLED. 1.02 CODES, PERMITS AND INSPECTION A. INSTALLATION SHALL COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL WORK IN EFFECT, INCLUDING THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, THE NATIONAL ELECTRICAL SAFETY CODE, ALL LOCAL GOVERNING CODES AND QRDINANCES, WITH THE REGULATIONS OF THE SERVING ELECTRICAL UTILITY COMPANY. PROVIDE ALL REQUIRED PERMITS AND INCLUDE THE COST OF SAME IN THE COST OF THE PROJECT. OBTAIN AND PAY FOR (WITHOUT ADDITIONAL EXPENSE OF THE OWNER) ALL REQUIRED INSPECTIONS AND REVIEWS. 1.03 QUALITY ASSURANCE - A. THE FOLLOWING INDUSTRY STANDARDS AS APPLICABLE TO ELECTRICAL WORK, SHALL APPLY TO THE WORT{ OF THIS DIVISION EXCEPT THAT, WHERE THE REQUIREMENTS OF THESE SPECIFICATIONS ARE MORE THAN THE LISTED STANDARD, THESE SPECIFICATIONS SHALL TAKE PRECEDENCE: 1. UL - UNDERWRITERS' LABORATORIES 2. NEMA - NATIONAL ELECTRICAL MANUFACTURERS' ASSOCIATION 3. NECA - NATIONAL ELECTRICAL CONTRACTOR'S A550CIATION 4. ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE 5. ASTM - AMERICAN SOCIETY OF TESTING MATERIALS. 8. ALL MATERIALS SHALL BE NEW, UL LISTED AND LABELED WHERE LABELED MATERIALS ARE AVAILABLE, UNDAMAGED AND FREE OF DEFECTS AT TIME OF INSTALLATION. MATERIALS OR EQUIPMENT DAMAGED IN SHIPMENT OR OTHERWISE DAMAGED PRIOR TO OR DURING INSTALLATION SHALL NOT BE REPAIRED AT THE JOB SITE, BUT SHALL BE REPLACED WITH NEW MATERIALS. WHEN THE MANUFACTURER'S NAME APPEARS IN THESE SPECIFICATIONS AND DRAWINGS, IT SHALL BE CONSTRUED THAT THE MANUFACTURER HAS TO MEET THE FULL REQUIREMENTS OF THE SPECIFICATIONS AND DRAWINGS AND THAT HIS STANDARD CATALOGED ITEM MAY BE UNACCEPTABLE WITHOUT MODIFICATION. 1.04 SUBMITTALS A. SHOP DRAWINGS AND PRODUCT DATA: SUBMIT SAME FOR EQUIPMENT AND/OR SYSTEMS AS INDICATED UNDER EACH SECTION OF THIS DIVISION. SHOP DRAWINGS SHALL INCLUDE SUFFICIENT INFORMATION TO INDICATE COMPLETE COMPLIANCE WITH SPECIFICATIONS. S. PRODUCT DATA: EACH CONTRACTOR SHALL ACCUMULATE DURING THE JOB PROGRESS THE FOLLOWING DATA IN DUPLICATE, PREPARED IN A NEAT BROCHURE OR POCKET FOLDER, AND TURNED OVER TO THE OWNER'S REPRESENTATIVE I. ALL WARRANTIES, GUARANTEES AND MANUFACTURERS DIRECTIONS ON EQUIPMENT AND MATERIAL COVERED BY THE CONTRACT. .. 2. COPIES OF APPROVED SHOP DRAWINGS. 3. REPAIR PARTS LIST OF ALL MAJOR ITEMS AND EQUIPMENT INCLUDING NAME, ADDRESS AND TELEPHONE NUMBER OF LOCAL SUPPLIER OR AGENT. C_ AT THE TIME Of EACH SUBMISSION, ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT -ENGINEER IN WRITING, AND SHALL BE PLAINLY MARKED ON THE SHOP DRAWINGS AND PRODUCT DATA. D. RECORD DRAWINGS: PROVIDE ONE COMPLETE SET OF CONTRACT DRAWINGS IN CLEAN, UNDAMAGED CONDITION, INDICATING ALL SIGNIFICANT CHANGES FROM THE WORK AS SHOWN. USE MULTIPLE PENCIL COLORS To AID IN THE DISTINCTION BETWEEN WORK OF SEPARATE ELECTRICAL SYSTEMS. IN GENERAL, RECORD EVERY SUBSTANTIVE INSTALLATION OF ELECTRICAL WORK WHICH PREVIOUSLY 15 EITHER NOT SHOWN, SHOWN INCOMPLETELY, OR FIELD MODIFIED. E. SHOW EXACT LOCATION OF UNDERGROUND CABLE AND CONDUITS INCLUDING HANDHOLES AND SIMILAR STRUCTURES, BOTH INTERIOR -AND EXTERIOR, DRAWN TO SCALE AND FULLY DIMENSIONED FROM BUILDING COLUMN LINES. F. INDICATE MAINS AND BRANCHES OF WIRING SYSTEMS, WITH SWITCHGEAR, PANELBOARDS AND CONTROLS DEVICES LOCATED AND . NUMBERED. LOCATE ALL DEVICES REQUIRING MAINTENANCE. INDICATE CHANGES IN EQUIPMENT RATINGS, SETTING5, AND - LOCATION. INDICATE SCOPE OF EACH CHANGE ORDER, NOTING CHANGE ORDER NUMBER. G. SUBMIT THE FOLLOWING UPON COMPLETION OF THE WORK: CERTIFICATE OF FINAL INSPECTION FROM LOCAL AUTHORITY. TABULATION OF ALL MOTORS LISTING RESPECTIVE MANUFACTURER, HORSEPOWER, NAMEPLATE VOLTAGE AND CURRENT, ACTUAL RUNNING CURRENT AFTER INSTALLATION AND OVERLOAD HEATER RATING. 1.05 OWNER RECORDS A. ACCUMULATE DURING THE PROGRESS OF THE JOB, THE FOLLOWING DATA IN DUPLICATE, AND PREPARE IN A NEAT BROCHURE OR PACKET FOLDER TO BE TURNED OVER TO THE OWNER AT SUBSTANTIAL COMPLETION: RECORD DRAWINGS PER ABOVE. Fi. ALL WARRANTIES, GUARANTEES, AND MANUFACTURER'S DIRECTION ON EQUIPMENT a MATERIAL FURNISHED. C. COMPLETE PLAIN ENGLISH STEP-BY-STEP OPERATING INSTRUCTIONS FOR THE ELECTRICAL SYSTEM. ONE COPY OF THESE INSTRUCTIONS SHALL BE FRAMED AND P05TED AS DIRECTED ON THE PREMISES. 1.06 MANUFACTURER5 NAMES AND CATALOG NUMBERS A. IN SOME INSTANCES, SPECIFIC REFERENCES HAVE BEEN MADE TO ONE OR MORE MANUFACTURER'S NAME AND MODEL OR CATALOG NUMBERS. USE OF NAMES AND CATALOG NUMBERS DOES NOT INDICATE THAT THE EQUIPMENT SPECIFIED IN NECESSARILY AN "OFF THE SHELF" ITEM. VARIANCES MAY BE DUE TO REQUIREMENT OF DESIRED FINISH, MATERIAL OR OTHER MODIFICATION, B. IN THE CASE OF PANELBOARDS, SAFETY SWITCHES AND OTHER EQUIPMENT REQUIRING WIRE AND CABLE TERMINATIONS, ASCERTAIN THAT LUG SIZES AND WIRING GUTTERS OR WIRING SPACE ALLOWED 15 PROPER FOR THE WIRES AND CABLES CONTAINED THEREIN, C. WHEN APPROVAL 15 GIVEN FOR THE USE OF EQUIPMENT DIFFERING FROM THAT SHOWN ON DRAWINGS IN REGARD TO FOUNDATIONS, SPACE FOR PIPING, DUCTWORK, WIRING, INSULATION, ETC. CHANGES REQUIRED TO ACCOMPLISH SUCH DIFFERENCES SHALL BE ACCOMPLISHED AT NO COST TO THE OWNER. 1.07 PROTECTION OF EQUIPMENT A. ELECTRICAL EQUIPMENT SHALL BE PROTECTED FROM THE WEATHER, IN PARTICULAR, DRIPPING OR SPLASHING WATER, AT ALL TIMES DURING SHIPMENT, STORAGE AND CONSTRUCTION. MANUFACTURER'S RECOMMENDATIONS WITH REGARD TO STORAGE, PROTECTION, AND HANDLING SHALL BE FOLLOWED. B. SHOULD ANY APPARATUS BE SUBJECTED TO POSSIBLE INJURY DUE TO WATER, IT SHALL BE THOROUGHLY DRIED AND PUT THROUGH A DIELECTRIC TEST, AT THE EXPENSE OF THE CONTRACTOR, TO ASCERTAIN THE SUITABILITY OF THE APPARATUS OR IT SHALL BE REPLACED WITHOUT ADDITIONAL COST TO THE OWNER. C. DAMAGED OR DEFECTIVE EQUIPMENT: INSPECT ALL ELECTRICAL EQUIPMENT AND MATERIALS PRIOR TO INSTALLATION. INSTALLATION: OR PLACEMENT INTO SERVICE OF DAMAGED MATERIALS WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER IS PROHIBITED, REPLACE OR REPAIR TO NEW CONDITION, AS CERTIFIED BY THE MANUFACTURER, AND TEST DAMAGED EQUIPMENT IN COMPLIANCE WITH INDUSTRY STANDARDS AT NO ADDITIONAL COST TO THE OWNER. EQUIPMENT REQUIRED FOR THE TESTING SHALL BE PROVIDED BY THE CONTRACTOR. 1.08 WORKING CLEARANCE A. THE SIZE OF ELECTRICAL EQUIPMENT SHOWN ON THE DRAWiNG5 15 BASED ON DIMENSIONS OF A PARTICULAR MANUFACTURER, :GENERALLY THE FIRST NAMED). WHILE OTHER MANUFACTURERS MAY BE ACCEPTABLE, FT 15 THE RESPONSIBILITY OF THE TRADE TO DETERMINE IF THE EQUIPMENT PROPOSED WILL FIT IN THE ALLOCATED SPACE. B. INSTALL ALL EQUIPMENT IN A MANNER TO PERMIT ACCESS TO ALL SURFACES. MAINTAIN PROPER CLEARANCE TO MEET ALL SAFETY AND OPERATING CODES, PARTICULARLY N.E. CODE. INCLUDE ALL REQUIREMENTS DICTATED BY OPERATION, CONTROL, ADJUSTMENT, MAINTENANCE AND POSSIBLE REPLACEMENT OF EQUIPMENT IN DETERMINING CLEARANCE. C. SHOULD THERE BE APPARENT VIOLATIONS OF N.E. CODE CLEARANCE, NOTIFY THE ARCHITECT -ENGINEER BEFORE PROCEEDING WITH CONNECTION OR PLACEMENT OF EQUIPMENT. 1,09 COORDINATION A. INSTALLATION STUDIES ARE REQUIRED TO COORDINATE THE ELECTRICAL WORK WITH THE WORK OF OTHER TRADES. PREPARE COORDINATION DRAWINGS AT ACCURATE SCALE WHERE SEVERAL ELEMENTS OF ELECTRICAL OR COMBINED MECHANICAL/STRUCTURAL/ELECTRICAL WORK MUST BE SEQUENCED AND POSITIONED TO FIT INTO THE AVAILABLE SPACE. B. SHOW THE ACTUAL PHYSICAL DIMENSIONS REQUIRED FOR PROPER INTEGRATION OF EQUIPMENT WITH BUILDING SYSTEMS. PR OVIDE ROVIDE APPROVED SHOP DRAWINGS TO ALL REQUIRED DISCIPLINES AND VERIFY FINAL ELECTRICAL CHARACTERISTICS BEFORE ROUGHING POWER FEEDS TO ANY EQUIPMENT. WHEN ELECTRICAL DATA ON APPROVED SHOP DRAWINGS DIFFERS FROM CONTEMPLATED DESIGN, MARE NECESSARY ADJUSTMENTS TO THE WIRING, DISCONNECTS,AND BRANCH -CIRCUIT PROTECTION UN FOR THE EQUIPMENT ACTUALLY INSTALLED AT NO ADDITIONAL COST TO THE OWNER. D. DAMAGE FROM INTERFERENCE CAUSED BY INADEQUATE COORDINATION SHALL BE RECTIFIED AT NO ADDITIONAL COST TO THE OWNER. 1.10 WORKMANSHIP A. ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED. B. ANY MATERIAL ITEMS OR WORK NOT SHOWN ON THE DRAWINGS, BUT MENTIONED IN THESE SPECIFICATIONS OR VISA -VERSA, OR ANY ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE IN ALL RESPECTS AND READY FOR OPERATION SHALL BE PROVIDED WITHOUT ADDITIONAL COST TO THE OWNER. C. THIS TRADE SHALL DO OR HAVE DONE BY COMPETENT TRADESMEN ALL CUTTING AND PATCHING NECESSARY FOR THE INSTALLATION OF THIS WORK. NO CUTTING IN CONSTRUCTIVE PARTS OF THE BUILDING LIKELY TO IMPAIR ITS STRENGTH SHALL BE DONE WITHOUT THE ARCHITECT -ENGINEER'S WRITTEN APPROVAL. 1.11 EXCAVATION AND BACKFILL. A. EXCAVATION, TRENCHING AND BACKFILLING ARE SPECIFIED IN SECTION EXCAVATION TRENCHING AND BACKFILLING FOR UTILITIES. CONDUIT IS TO BE INSTALLED AS SPECIFIED FOR PIPELINES. CONDUIT INSTALLED BENEATH FLOOR SLAB SHALL BE A MINIMUM OF 6" BELOW SLAB. BACKFILL OVER CONDUIT SHALL BE COMPACTED AS FOR SLAB BEDDING MATERIAL. REFER TO STRUCTURAL DRAWINGS FOR DETAILS OF CONDUIT (PIPE) PENETRATION OF EXTERIOR FOOTINGS. PART 2 - PRODUCTS 2.011 GENERAL A. ALL EQUIPMENT OF A PARTICULAR KIND, SUCH AS WIRING DEVICES AND SAFETY SWITCH DISCONECTS SHALL BE THE PRODUCT OF THE SAME MANUFACTURER. B. PROVIDE ACCESS PANELS FOR ALL EQUIPMENT AND DEVICES REQUIRING SAME. SIZE AS REQUIRED FOR PROPER ACCESS AND MAINTENANCE, MINIMUM ACCEPTABLE IS 12 IN, BY 12 IN. CLEAR OPENING WHERE HAND ACCESS ONLY 15 REQUIRED. C. PROVIDE LABELS FOR EACH MOTOR CONTROLLER, SAFETY SWITCH, RELAY, PANELBOARD, CONTRACTOR, TIMER, CONTROL DEVICE, METER AND CIRCUIT BREAKER. LABELS SHALL BE LAMINATED, PHENOLIC STRIPS 1/1 6 INCH THICK, AND ENGRAVED TO SHOW BLACK LETTERS ON A WHITE BACKGROUND NOT LESS THAN 1 /4 INCH HIGH. SIZE STRIPS TO PROPERLY FIT MANUFACTURER'S BRACKETS AND BE LEGIBLE. WHERE MANUFACTURER'S BRACKETS ARE NOT PROVIDED, MOUNT LABELS WITH PROPER SCREWS, OR AN APPROVED ADHESIVE. 2.02 RACEWAYS A. CONDUIT, RIGID STEEL; GALVANIZED OR SHERADIZED AND MANUFACTURED IN ACCORDANCE WITH ANSI STANDARD C8a.L. FITTINGS SHALL BE PIPE THREADED, MALLEABLE IRON. B. CONDUIT, PVC: POLYVINYL CHLORIDE SCHEDULE 40 PIPE SPECIFICALLY MANUFACTURED AND LABELLED (UL STANDARD 651) FOR USE AS ELECTRICAL CONDUIT. FITTINGS SHALL BE EITHER SOCKET WELDED TYPE OR PIPE THREADED. C. CONDUIT, FLEXIBLE METALLIC: GALVANIZED, INTERLOCKED SPIRALLY WOUND STEEL STRIP WITH GALVANIZED OR SHERADIZED FITTINGS. LISTED PER UL-L. FITTINGS SHALL BE OF THE SQUEEZE TYPE WITH INSULATED THROATS. CONDUIT, LIQUIDTIGHT FLEXIBLE METALLIC: GALVANIZED, INTERLOCKED SPIRALLY WOUND STEEL STRIP WITH OVERALL JACKET OF LIQUID TIGHT PYC, UL LISTED. FITTINGS SHALL BE STEEL OR MALLEABLE IRON, WATERTIGHT. D. ELECTRIC METALLIC TUBING; GALVANIZED OR SHERADIZED AND MANUFACTURED IN ACCORDANCE WITH ANSI STANDARD C80.3. FITTINGS L/2 INCH THROUGH 2 INCH TRADE SIZE SHALL BE SET- SCREW TYPE. 2.03 CONDUCTORS AND CABLE A. GENERAL: ALL CONDUCTORS SHALL BE NINETY-EIGHT PERCENT (98%) CONDUCTIVITY SOFTDRAWN COPPER, NEW, INSULATED IN ACCORDANCE WITH N.E. CODE FOR THE TYPE OF SERVICE. UNLESS OTHERWISE NOTED, ALL ELECTRICAL CONDUCTORS SHALL BE INSULATED WITH TYPE-THWN" INSULATION AND HAVE STRANDED CONDUCTORS. B. CONNECTORS FOR SPLICING CONDUCTORS SLO AWG AND SMALLER SHALL BE LIVE SPRING TYPE PRESSURE CONNECTORS AS MANUFACTURED BY 3M "SCOTCHLOK" OR APPROVED EQUAL, C. CONNECTORS FOR #8 AWG AND LARGER SHALL BE TWO-WAY LONG BARREL COMPRESSION TYPE WITH INSULATING COVER, THOMAS Et BETTS ''COLOR-KEYED'OR APPROVED EQUAL. WHERE -GUTTER TAPS° ARE REQUIRED CONNECTORS ARE TO BE H-TYPE WITH INSULATING COVERS. D. TERMINATIONS FOR MOTORS WITH #10 AWG AND SMALLER CONDUCTORS IN INTERIOR LOCATIONS MAY BE MADE WITH SPRING TYPE PRESSURE CONNECTORS,#8 AWG AND LARGER SHALL BE THOMAS Li BETTS "MOTOR PIGTAIL CONNECTORS" WITH SLIP-ON IN5ULATORS SECURED BY TY-RAPS'. E. ELECTRICAL IN5ULAT€NG TAPE SHALL BE SCOTCH" NO, 88 OR 99 OR APPROVED EQUAL. F. MC TYPE CABLE CAN BE USED IF AND WHERE ACCEPTED BY LOCAL AUTHORITY AND GOVERNING CODES. 2.04 BOXES A. OUTLET BOXES: GALVANIZED PRESSED STEEL WITH GALVANIZED STEEL EXTENSION RINGS OR PLASTER RINGS OR TILE RINGS TO PROVIDE EXP05ED SURFACE FLUSH WITH WALL OR CEILING FINISH, PROVIDE ALL CEILING OUTLET BOXES WITH "NO -BOLT' OR THROUGH AND LOCKNUT TYPE FIXTURE STUDS. B. JUNCTION AND PULL BOXES: FABRICATE IN ACCORDANCE WITH NEMA AND N.E. CODE STANDARDS AND REQUIREMENTS INSOFAR AS MATERIAL, GAUGES, DIMENSIONS, AND FABRICATION METHODS. BOXES SHALL BEAR THE UL LABEL. WHERE BOXES ARE NOT SIZED ON THE DRAWINGS, THEY SHALL BE SIZED IN ACCORDANCE WITH N.E. CODE REQUIREMENTS. FINISH IN STANDARD GRAY ENAMEL, WITH SIDES AND BACK SPOT-WELDED IN POSITION AND THE REMOVABLE SCREW COVER MOUNTED WITH BRASS MACHINE SCREWS. 2.05 WIRING DEVICES A. SWITCHES: GENERAL DUTY AC, RATED 20 AMPERES, 170/277 VOLTS, SINGLE -POLE, DOUBLE -POLE OR THREE -POLE AS NOTES ON DRAWINGS OR AS REQUIRED FOR THE SWITCHING ARRANGEMENTS IN EACH SPACE. HUBBELL #1_22" ", SLATER #72"-AG-", OR APPROVED EQUAL. COORDINATE SWITCH COLORS WITH COVERPLATES AS DESCRIBED BELOW UNDER "PLATES". B. RECEPTACLES: THREE WIRE GROUNDING TYPE, 120 VOLT RATED, SPECIFICATION/ GRADE, 15 OR ZO AMPERES DUPLEX UNLESS NOTED. COORDINATE RECEPTACLE COLOR WITH COVERPLATE AS DESCRIBED BELOW UNDER "PLATE5". SIMPLEX, 15 OR 20 AMPERE, 120 VOLT, SPECIFICATION GRADE. C. PLATES: PROVIDE PLATES FOR ALL OUTLET BOXES. PLATES SHALL BE OF SUITABLE CONFIGURATION FOR THE NUMBER AND TYPE OF DEVICES SERVED, SHALL BE ONE PIECE, SHALL OVERLAP OUTLET BOX EDGE AND ROOM SURFACES, AND SHALL BE SMOOTH FINISH TYPE. D. STANDARD INTERIOR: COORDINATE WITH OWNER, PLASTIC ACCEPTABLE. E. INTERIOR DAMP LOCATIONS: GALVANIZED. F. EXTERIOR LOCATIONS: DIE CAST ALUMINUM BAKED LACQUER FINISHED WITH HEAVY RUBBER GASKETS AND GRAVITY CLOSED SOLID COVER{5) U.L. LISTED OR WET AND DAMP LOCATIONS WITH PLUG PERMANENTLY INSTALLED. INTERIOR LOCATIONS WITH SURFACE MOUNTED BOXES: RAISED NON -OVERHANGING TYPE FITTING NEATLY TO BOX WITH OPENING PROPERLY FITTING THE INSTALLED WIRING DEVICE. G. ACCEPTABLE MANUFACTURERS: SLATER, HUBBELL, PASS a SEYMOUR, LEVITON. NOTE: NOT ALL ITEMS AVAILABLE FROM ALL LISTED SUPPLIERS. 2.07 SWITCHGEAR AND PANELBOARDS A. FURNISH AND INSTALL PANELBOARDS AND METER CENTERS FOR MAIN ELECTRICAL SERVICE AND DISTRIBUTION. PROVIDE TIN-PLATED COPPER BUS AND NEMA 1 ENCLOSURE. PROVIDE MOLDED CASE CIRCUIT BREAKERS. PANELBOARDS SHALL BE IN NEMA-1 ENCLOSURE, WITH BOLT -ON MOLDED CASE CIRCUIT BREAKERS. APARTMENT LOAD CENTERS MAY BE SNAP ON CIRCUIT BREAKERS, ALL EQUIPMENT SHALL BE UL LISTED. EATON, SQUARE-D, GENERAL ELECTRIC, OR EQUAL. 2,08 DRY TYPE TRANSFORMERS A. (NOT USED). 2.09 CABINETS AND ENCLOSURES A. FURNISH AND INSTALL FLUSH CABINETS AND ENCLOSURES AS SHOWN ON THE PLANS AND AS HEREIN SPECIFIED. UNIT SHALL BE PROVIDED WITH DEAD FRONT SUB PANEL, RECESSED AS REQUIRED, TO HOUSE CONTROLS. DOOR SHALL BE PROVIDED WITH CONCEALED HINGES AND FLUSH KEY OPERATED LOCK. DOOR AND TRIM SHALL. BE PRIME PAINTED FOR FIELD PAINTING TO MATCH WALL FINISHES. PROVIDE KNOCK -OUTS, LOUVERS AND IDENTIFICATION ENGRAVING AS REQUIRED TO MEET FIELD CONDITIONS. EXACT BACKBOX SIZE TO BE COORDINATED WITH EQUIPMENT SUPPLIER. . 2.10 CIRCUIT DISCONNECTS A. SAFETY SWITCHES: SAFETY SWITCHES SHALL CONSIST OF A BOX, FRONT COVER, AND CIRCUIT PROTECTOR DEVICE ALL MANUFACTURED AND ASSEMBLED IN ACCORDANCE WITH NEMA STANDARDS WITH U.L. LISTING AND LABEL. THE CIRCUIT PROTECTOR DEVICE SHALL BE GENERAL DUTY, QUICK -MAKE, QUICK -BREAK FUSED OR UNFUSED SWITCH RATED FOR MOTOR CIRCUITS AND/OR SERVICE ENTRANCE DUTY, IF REQUIRED. UNITS SHALL BE FURNISHED FOR SURFACE OR FLUSH MOUNTING WITH EITHER GENERAL PURPOSE OR RAINTIGHT ENCLOSURES, AS REQUIRED. FUSED UNITS SHALL BE FURNISHED COMPLETE WITH PROPER FUSES. 2.11 OVERCURRENT PROTECTIVE DEVICES A. FUSES: FUSES OF THE PROPER SIZE, RATING AND ELECTRICAL CHARACTERISTICS SHALL BE PROVIDED IN EACH FUSIBLE DEVICE. FUSES OF 600 VOLTS AND BELOW SHALL BE UL CLASS RK-1, CURRENT -LIMITING, TIME -DELAY, DUAL -ELEMENT, 200,000 AMPERE RMS SYMMETRICAL INTERRUPTINGCAPACITY N NON -MOTOR CIRCUITS AND UL LASS RK TIME -DELAY DUAL -ELEMENT 2 O C 5, DD,ODO AMPERES RMS SYMMETRICAL INTERRUPTING CAPACITY ON MOTOR CIRCUITS. B. APPROVED MANUFACTURERS: BUSSMANN OR GOLD SHAWMUT (ALL FUSES SHALL BE OF SAME MANUFACTURER TO INSURE SELECTIVE COORDINATION). C. CIRCUIT BREAKERS: CIRCUIT BREAKERS OF THE PROPER SIZE, RATING, AND ELECTRICAL. CHARACTERISTICS SHALL BE PROVIDED WHERE CALLED FOR ON DRAWINGS, BREAKERS SHALL BE THERMAL MAGNETIC MOLDED -CASE WITH QUICK -MAKE, QUICK -BREAK, OVER CENTER TOGGLE TYPE MECHANISM AND TRIP -FREE HANDLE MECHANISM. THE BREAKER SHALL BE ENCLOSED IN A SUITABLE NEMA RATED ENCLOSURE. BREAKERS SHALL BE OF SAME MANUFACTURER AS THOSE IN THE PANELBOARDS. 2.12 LIGHTING A. FIXTURES ARE SPECIFIED IN THE SCHEDULE BY TYPE. MANUF AND # TO BE SELECTED BY OWNER. B. ALL RECESSED INCANDESCENT LIGHT FIXTURES SHALL BE PROVIDED WITH FACTORY INSTALLED THERMAL PROTECTION. C. LAMPS: ALL LAMPS USED ON THIS PROJECT SHALL BE NEW DELIVERED TO THE JOB SITE IN THE ORIGINAL PACKIN G CASES AND SLEEVES AND SHALL BE OF THE SAME MANUFACTURER. D. BALLASTS: PROVIDE FLUORESCENT FIXTURES WITH CBM AND UL LISTED FULL LIGHT OUTPUT ENERGY SAVING CLASS P BALLASTS, `A" SOUND RATED, EQUIPPED WITH BUILT-IN THERMAL CUT-OUT WITH AUTOMATIC RESET, A ONE YEAR GUARANTEE ON PARTS AND LABOR, AND AN M-LINE FUSE (BUSSMANN TYPE MLR-FLR OR APPROVED EQUAL). 1. APPROVED MANUFACTURERS: ADVANCE MARK III FULL LIGHT OUTPUT OR GENERAL ELECTRIC MAXI -MISER R. E. BALLASTS FOR OTHER THAN FLUORESCENT FIXTURES SHALL BE STANDARD CLASS P WITH IN -LINE FUSE AND THE HIGHEST SOUND RATING AVAILABLE. L 1. APPROVED MANUFACTURERS: ADVANCE, GENERAL ELECTRIC, OR UNIVERSAL. F. HID BALLASTS SHALL BE AUTO TRANSFORMER REACTOR, HIGH POWER FACTOR POTTED AND ENCASED TO MINIMIZE SOUND. 1. APPROVED MANUFACTURERS: GENEXAL ELECTRIC, SYLVANIA, OR PHILIPS. 2.13 CONTACTOR5 AND RELAYS A. ALL CONTACTORS AND RELAYS SHALL BE UL LISTED AND LABELLED, GENERAL PURPOSE, ELECTRICALLY HELL? TYPE, IN NEMA 1 ENCLOSURES WHERE SPECIFICALLY NOTED ONDRWINGS, UNITS SHALL BE ELECTRICALLY HELD OR MOMENTARY OPE RATIONAL TYPE. UNITS SHALL BE FURNISHED WITH LINE OR LOW VOLTAGE CONTROL AS NOTED AND WITH THE CORRECT NUMBER OF 'POLES AND CURRENT CHARACTERISTICS. WHERE LOW VOLTAGE OPERATION IS INDICATED, PROVIDE PROPER STEPDOWN TRANSFORMERS AND RECTIFIERS. 1. APPROVED MANUFACTURERS: ALLEN-BRADLEY, ASCO, OR MANUFACTURER OF APPROVED PANELBOARDS FURNISHED. B. TIME SWITCHES: TIME SWITCHES SHALL BE 24 HOUR DIAL WITH SKIP -A -DAY AND MANUAL OVERRIDE, CLOCK MOTOR SHALL BE RATED FOR 120 VOLT AC. PART 3 - EXECUTION 3.01 METHOD OF PROCEDURE A. ERECT EQUIPMENT PARTS AT SUCH TIME AND IN SUCH MANNER AS TO MINIMIZE INTERFERENCES AND DELAYS IN THE EXECUTION OF THE WORK CARE SHALL BE USED IN THE ERECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO AVOID MARRING SURFACES OF THE WORK. DAMAGES SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER. B. EQUIPMENT REQUIRING ELECTRICAL SERVICE SHALL NOT BE ENERGIZED OR PLACED IN SERVICE UNTIL ALL INTERESTED PARTIES HAVE BEEN DULY NOTIFIED AND ARE PRESENT OR HAVE WAIVED THEIR RIGHT TO BE PRESENT. WHERE EQUIPMENT TO BE PLACED IN SERVICE INVOLVES SERVICE OR CONNECTION FROM ANOTHER CONTRACTOR OR THE OWNER, THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRIFING WHEN THE EQUIPMENT WILL BE READY. THE OWNER SHALL BE NOTIFIED AS FAR IN ADVANCE AS POSSIBLE, OF THE DATE THE VARIOUS ITEMS OF EQUIPMENT WILL BE COMPLETE, C. THE WORK OF THIS TRADE INCLUDES ROUGH -IN FOR AND FINAL CONNECTION a REQUIRED TO ALL MISCELLANEOUS EQUIPMENT FURNISHED BY OTHERS, OR UNDER OTHER DIVISIONS OF THE WORK, THIS SHALL INCLUDE POWER AND CONTROL WIRING. WIRING DEVICES AND COVET: PLATES FOR BUILT-IN EQUIPMENT ARE INCLUDED IN THE WORK OF THIS DIVISION. SAFETY DISCONNECTS AND OTHER MISCELLANEOUS PROTECTIVE DEVICES REQUIRED BY N.E. CODE ARE INCLUDED IN THE WORK OF THIS DIVISION. DO ALL ROUGHING -IN AND FINAL CONNECTIONS FROM APPROVED SHOP DRAWINGS ONLY. . D. COMPLIANCE WITH YHE DRAWING AND ANY NOTES THEREON 15 REQUIRED. PROVIDE OPENINGS AND SLEEVES FOR ELECTRICAL WORK.. E. PROVIDE OPENINGS THROUGH WALLS, PARTITIONS, FLOORS, AND ROOFS AS REQUIRED FOR ELECTRICAL WORK. F. PROVIDE SLEEVES FL)R ELECTRICAL WORK PASSING THROUGH WALLS, PARTITIONS, ROOFS, AND FLOORS. SLEEVES SHALL EXTEND THROUGH FLOORS, WALLS AND PARTITIONS AND SHALL BE CUT FLUSH WITH EACH SURFACE UNLESS OTHERWISE SPECIFIED. FIRE WALL AND/OR FLOOR INTEGRITY SHALL BE RESTORED AFTER PENETRATION. SLEEVES IN CONCRETE AND MASONRY WALLS, CONCRETE FLOORS AND ROOFS, SHALL BE FABRICATED FROM STANDARD GALVANIZED STEEL PIPE WITH ENDS FINISHED SMOOTH, BURR FREE, WITHOUT SHARP EDGES. SLEEVES IN WALLS, ROOFS, AND FLOORS OF OTHER CONSTRUCTION AND THROUGH SUSPENDED CEILINGS SHALL BE FABRICATED FRO 222 U.S. GAUGE GALVANIZED STEEL. FLOOR SLEEVES SHALL EXTEND THREE INCHES ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. SPACE BETWEEN FLOOR SLEEVES AND PASSING CONDUIT SHALL BE FILLED WITH DUCT ;TEAL PACKING AND CAULKED WITH WATERPROOF COMPOUND AS APPROVED. WHERE CONDUITS PASS THROUGH WATERPF.00FED FLOORS OR WALLS, SLEEVES SHALL BE FABRICATED SUCH THAT WATERPROOFING CAN BE FLASHED ONTO AND AROUND THE SLEEVE. 3.02 RACEWAYS A. GENERAL: CONDUCTORS FOR ALL POWER CIRCUITS SHALL BE RUN IN METALLIC RACEWAYS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. THESE RACEWAYS SHALL BE RUN CONCEALED IN ALL FINISHED AREAS, AND WHERE RUN EXPOSED SHALL BE SQUARE TO THE BUILDING AND HELP] TIGHT TO THE BUILDING CONSTRUCTION. SUGGESTED ROUTING: THE INSTALLER 15 RESPONSIBLE FOR PROPER COORDINAl ION WITH BUILDING STRUCTURE AND THE WORK OF OTHER TRADES. FURNISH ALL REQUIRED BENDS, ELBOWS, FITTINGS, JUNCTION/ AND PULL BOXES, WHETHER OR NOT SPECIFICALLY SHOWN ON DRAWINGS, THAT MAY BE REQUIRED TO SATISFY CODES AND THE STANDARDS OF GOOD PRACTICE. WHERE CONDUITS FOR BOTH BRANCH AND FEEDER CIRCUITS ARE RUN CONCEALED, THEY FLAY BE RUN OUT OF SQUARE TO THE BUILDING PROVIDING THE SHORTEST POSSIBLE RUN IS UTILIZED. RACEWAY SIZES ARE BASED ON THE USE OF COPPER CONDUCTORS AND N.E. CODE FILL. B. USAGE: CONDUIT, 4A HERE INDICATED, SHALL BE CONSTRUED AS ELECTRICAL RACEWAYS AND SHALL CONFORM TO THE FOLLOWING: CONCEALED IN HUNG CEILINGS AND INTERIOR PARTITIONS - EMT WITH SET SCREW TYPE FITTINGS. C. EXPOSED ON BUILDING EXTERIOR . GRS D. CONDUIT BENDS SH/,LL BE MADE TO THE LARGEST POSSIBLE RADIUS FOR EASE IN PULLING CONDUCTORS AND TO PROVIDE A NEATLY INSTALLED ;WPEARANCE. EQUIPMENT AND CONDITIONS PERMITTING, POWER CONDUIT BENDS SHALL CONFORM TO THE NEC. E. GRS CONDUIT SHALL BE CUT WITH POWER OR HACKSAW AND CLEANLY REAMED TO REMOVE ALL "BURRS"AND ALL FIELD CUT THREADS SHALL BE SAINTED WITH WHITE LEAD BEFORE COUPLINGS ARE APPLIED. F. EMPTY CONDUIT SYSTEMS INSTALLED FOR COMMUNICATION SYSTEMS, PUBLIC TELEPHONES, AND OTHER SYSTEMS AS INDICATED ON DRAWINGS 5HAL- BE INSTALLED COMPLETE WITH NYLON PULL WIRES PROPERLY TAGGED AT BOTH ENDS FOR IDENTIFICATION, G. WHERE BUILDING VE NTILATION CONDITIONS ARE SUCH THAT AIR MAY FLAW CONTINUOUSLY IN CONDUITS, CAUSING CONDENSATION AMC THE COLLECTION OF MOISTURE, THE CONDUITS SHALL BE SEALED AT EACH END WITH A PLIABLE X DUCT SEALING COMPOUNE. ALSO SEAL ALL CONDUIT ENTERING AND LEAVING REFRIGERATED EQUIPMENT. H. ALL CONNECTIONS TO MOTORS, PRESSURE SWITCHES, HVAC EQUIP., LIMIT SWITCHES, AND SIMILAR APPARATUS SHALL BE FLEXIBLE CONDUIT WHERE PERMITTED. WHERE EQUIPMENT IS INSTALLED OUTDOORS OR EXPOSED TO MOISTURE, USE LIQUIDTIGHT FLEXIBLE CONDUIT WITH WATERTIGHT FITTINGS, 3,03 EQUIPMENT LEVELING, HANGERS AND SUPPORTS A. GENERAL- SET EACH PIECE INSTALLED UNDER THIS DIVISION TRUE AND LEVEL, B. HANGERS AND SUPPORTS - ADEQUATELY SUPPORT ALL RACEWAYS FROM THE STRUCTURE USING SCREW CLAMPS TO SECURE TO SAME. ARRANGE SUPPORTS TO PREVENT MOISTURE COLLECTION AND ALLOW ENTRANCE TO BOXES WITHOUT BENDS. INSTALL MULTIPLE CONDUITS. USING CHANNEL TRAPEZE SUPPORTS TO STRUCTURE ABOVE. USE APPROVED SPACERS TO PREVENT CONTINUOUS CONT/rCT WITH BUILDING. SIZE, CLAMPS, INSERTS, CHANNELS AND ALL OTHER MEMBERS TO SUPPORT A LOAD EQUAL TO 200% OF -'-HE COMBINED WEIGHT OF ALL SUPPORTED MATERIAL PLUS THE WEIGHT OF A MAN. C. WHERE SEVERAL RACEWAYS ARE SUPPORTED ON A COMMON TRAPEZE HANGER, SUPPORTS SHALL BE SPACED TO ACCOMMODATE THE SMALLEST SIZE RACEWAY INVOLVED. SPACE HANGERS PER NEC. D. ATTACHMENTS: SECURELY ATTACH HANGERS AND SUPPORTS TO CONSTRUCTION BY METHODS RECOMMENDED IN THE "NECA STANDARDS OF INST'.1LLATION" MANUAL COORDINATION WITH MECHANICAL TRADES: THE INTENT OF THE ABOVE CEILING SUPPORTS 15 TO COMBINE AS MANY PIPES, CONDUITS, ETC., AS IS POSSIBLE WITHIN SAFE STRUCTURAL LIMFTS, ON EACH HORIZONTAL SECTIC N OF A TRAPEZE HANGER. PRIOR TO SELECTING THE HORIZONTAL MEMBER, ALL TRADES, MECHANICAL AND ELECTRICAL, SHALL :OORDINATE ACTUAL NUMBER OF PIPES, CONDUITS, ETC., SUCH THAT FINAL SELECTION RESULTS IN A NEATLY GROUPED, L'ISCIPLINED AND ACCESSIBLE INSTALLATION. 3.04 WIRING INSTALLATION A. GENERAL: EXCEPT FOR SUCH ITEMS AS ARE NORMALLY WIRED AT THEIR POINT OF MANUFACTURE AND SO DELIVERED - AND UNLESS SPECIFICALLY NOTED TO THE CONTRARY HEREIN - THE ELECTRICAL TRADE SHALL DO ALL ELECTRICAL WIRING OF EVERY CHARACTER. IT IS THE INTENT OF THESE SPECIFICATIONS AND DRAWINGS THAT ALL SYSTEMS AND EQUIPMENT SHALL BE PROVIDED WITH ALI, NECESSARY UTILITY CONNECTIONS, COMPLETED TO ALLOW SAFE AND PROPER OPERATION OF SAID SYSTEMS, WHEN IT IS NECESSARY FOR TRADES PERFORMING WORK COVERED BY THIS DIVISION TO MAKE FINAL CONNECTIONS TO ITEMS OF EQUIPMENT BEING FJRNISHED BY OTHERS, OR BY OTHER TRADES UNDER OTHER DIVISIONS, ALL SUCH WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THIS DIVISION AND ALL MATERIALS USED SHALL BE AS SPECIFIED HEREIN. B. WIRE SIZE: MINIMUM WIRE SIZE FOR BRANCH CIRCUITS SHALL BE #17 AWG, EXCEPT THAT HOMERUNS LONGER THAN 50 FT. LENGTH FROM THE PANEL TO THE CIRCUITS ELECTRICAL LOAD CENTER SHALL BE #10 AWG MINIMUM. WHERE MORE THAN THREE CURRENT CARRYING CONDUCTORS ARE ENCLOSED IN THE SAME RACEWAY, CONDUCTORS ARE TO BE DERATED PER N.E. CODE AND WIRE SIZE INCREASE.] AS REQUIRED. WHERE THE INCREASED CONDUCTOR SIZE REQUIRES, INCREASE THE RACEWAY SIZE AS WELL, FOR CONTROL WIRING, USE #14 AWG MINIMUM. FOR FIXTURE WIRING, AS PERMITTED BY N.E. CODE, USE #18 AWG MINIMUM. FOR SIGNAL AND COMMU141CATIONS SYSTEMS USE WIRE SIZE AS SPECIFICALLY REQUIRED BY THE SYSTEM SUPPLIER. C.MAKE CONNECTIONS TO TERMINALS USING PRESSURE TYPE CONNECTORS. SOLDERED JOINTS ARE PROHIBITED, ALL JOINTS IN CONDUCTORS SHALL BE MADE AT AN ACCESSIBLE LOCATION WITHIN A BOX BY TWISTING THE BARE CONDUCTOR ENDS TOGETHER AND APPLYING A WIVE CONNECTOR IN ALL SIZES UP TO THE MAXIMUM CAPACITY OF THE CONNECTOR. JOINTS SHALL BE TAPED WITH AN APPROVED ELECTRICAL TAPE. SPLICES FOR CONDUCTORS LARGER THAN #10 AWG SHALL BE MADE WITH AN APPROVED COMPRESSION (SQUEEZE) CONNECTOR INSULATED WITH NOT LESS THAN TWO LAYERS OF ELECTRICAL FILL TAPE TO 1.5 TIMES THE THICKNESS OF I VSULATION, FOLLOWED BY TWO (MINIMUM ) LAYERS OF HALF -LAPPED ELECTRICAL TAPE FOR MECHANICAL . PROTECTION. LOCAL E ALL SPLICES IN BOXES OR FITTINGS OF PROPER SIZE PER N.E. CODE. D. IDENTIFY ALL WIRES AND CABLES WITH BRADY ADHESIVE WIRE MARKERS AT EACH BOX, PANEL, AND OUTLET. IDENTIFICATION SHALL, AS A MIN IMUTA, INDICATE THE PANEL AND CIRCUIT SUPPLYING THE OUTLET, AT THE PANEL END, THE LOAD SERVED AND ITS LOCATION SHALL BE INDICATED. PROVIDE A MINIMUM OF 8 IN. SLACK WIRE AT EACH OUTLET FOR MAKING CONNECTION TO THE DEVICE OR TO P ROVIDE FOR A FUTURE DEVICE 1N THE BOX. 3.05 BOXES A. EACH BOX SMALL BE OF PROPER SIZE TO ACC OMMODATE THE DEVICE AND FUNCTION FOR WHICH IT IS SHOWN. BOXES FOR WALL DEVICES SHALL BE FURNISHED COMPLETE WITH PLASTER RING OR TILE RING ACCORDING TO WALL CONSTRUCTION WHERE REQUIRED. BOXES FOR INSTALLATION IN MASONRY WALLS SHALL BE SPECIAL SQUARE CORNER MASONRY TYPE, BOXES FOR MOUNTING OF LIGHTING FIXTURES SHALL BE FOUR INCH OCTAGON, EQUIPPED WITH 3/8 IN. "NO -BOLT' FIXTURE STUD. BOXES FOR FLOOR OUTLETS SHALL BE CONCRETE PROOF STEEL BOXES WITH ADJUSTABLE TOPS AND DEVICES AS HEREINAFTER NOTED OR SHOWN. ALL BOXES SHALL BE FURNISHED COMPLETE WITH PROPER COVER AND/OR DEVICE PLATE AND DEVICE. UNLESS OTHERWISE NOTED, PLACE OUTLET BOXES AT THE FOLLOWING HEIGHTS (BOX CENTER TO FINISH FLOOR): I. WALL SWITCHES 48" 2. THERMOSTATS 48" 3.. CONVENIENCE .OUTLETS 18" B TELEPHONE, LE ONE, ALARM, AND SIGNAL SYSTEM OUTLET BOXES SHALL BE STANDARD OUTLET BOX TYPE WHERE ONLY ONE CONDUIT ENTERS SAME. UNLE'.15 OTHERWISE SPECIFIED OR INDICATED ON DRAWINGS, WHERE TWO OR MORE CONDUITS ENTER, BOX SHALL BE 4.11116 IN. SQUARE MINIMUM WITH SUITABLE ADAPTER RING. C. LOCATE ALL OUTLETS AS INDICATED ON DRAWINGS, HOWEVER, AT INSTALLATION INSPECT ARCHITECTURAL DRAWINGS AND LOCATE LOCAL 5WIT.-HES ON THE STRIKE SIDE OF THE DOOR. 3.06 SYSTEM D GROUN LNG A. GENERAL: EQUIPMENT, RACEWAY SYSTEMS, WIRING SYSTEM NEUTIRALS, RECEPTACLES AND POWER OUTLETS, MOTORS AND MOTORIZED EQUIPMENT, SHALL BE GROUND ED IN ACCORDANCE WITH N.E. CODE ARTICLE 250. GROUND RECEPTACLES AND POWER OUTLETS TO THE CONDUIT SYSTEM WITH A GREEN GROUNDING CONDUCTOR SIZE IN ACCORDANCE WITH N.E. CODE TAT? LE 250.95 AND CONNECTED BETWEEN THE DEVICE GROUNDING SCREW AND THE OUTLET BOX. CONNECTION TO THE BOX MAY BE A "G" CLIP OR BY A 10124 SCREW THREADED INTO A HOLE IN THE BACK OF THE BOX AND USED FOR NO OTHER PURPOSE. BONDING JUMPER REQUIREMENTS MAY BE WAIVED, SUBJECT TO THE APPROVAL OF THE N.E. CODE REQUIREMENTS ENFORCING AUTHORITY, PROVIDED THE RECEPTACLE USED €S OF THE SAFETY GROUNDING TYPE LISTED BY UL AS COMPLYING WITH EXCEPTION NO. 2 OF N.E. CODE ARTICLE 250-74. EQUIPMENT CONNECTED TO THE ELECTRICAL SYSTEM SHALL BE GROUNDED WITHIN INSULATED GREEN GROUNDING CONDUCTOR SIZED IN ACCORDANCE WITH N.E. CODE TABLE 250-95 AND INSTALLED WITHIN T HE RACEWAY, CONDUCTOR SHALL BE CONTINUOUS BETWEEN A GROUNDING SCREW IN THE EQUIPMENT JUNCTION B BOX AND A GROUND ATTACHMENT IN THE NEAREST OUTLET BOX IN THE RIGID METALLIC CONDUIT SYSTEM. TTHE NEUTRAL CONDUCTOR OF THE SERVICE ENTRANCE SHALL. BE BONDED TO THE METAL ENCLOSURE OF THE MAIN SWITCH OR PANEL WHICH IN TURN SHALL BE BONDED TO HE GROUNDING ELECTRODE CONDUCTOR, SIZED IN ACCORDANCE WITH N.E. CODE TABLE 250-94. ASSEMBLE THE GROUNDING ELECTRODE SYSTEM IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF N.E. CODE ARTICLE 250 PART H INSTALL BONDING JUMPERS AROUND METERS, VALVES, AND DI-FLECTRIC FITTINGS TO ASSURE AN EFFECTIVELY GROUNDED INTERIOR COLD WATER PIPING SYSTEM. PROVIDE A SYSTEM COUNTERPOISE OF THREE DRIVEN GROUND RODS, MINIMUM, IN ADDITION TO THE COLD WATER PIPE SYSTEM GROUND. B. GENERALLY FOR TEL _PHONE AND SUPPLEMENTAL COMMUNICATION SYSTEMS A #6 AWG CONDUCTOR TO EACH PROTECTOR CABINET, OTHER CAMNET, OR DEVICE INSTALLATION SHALL BE CONSIDERED SUFFICIENT, FROM THE SERVICE GROUND (UNLESS INDICATED OTHERWISE), C. GROUNDING MATERIAL: 1. GROUND -RODS 518" DIA., 10' LONG, COPPERWELD 2. GROUND CONDUCTOR - SIZE AS PER NEC REQUIREMENTS, BARE STRANDED, SOFT DRAWN OR SOFT ANNEALED, COPPER WIRE 3, JOINTS AND CONNECTIONS - MOLDED FUSION WELDING PROCESS USING PROPER MOLD AND THE NUMBER, SIZE AND TYPE CARTRIDGE FOR THE JOINT OR CONNECTION. WATERPIPE CONNECTION, SILICON BRONZE APPROVED MECHANICAL CONNECTOR DESIGNED FOR THE PIPE AND CABLE TO BE BONDED, 3.07 PANELBOARD INSTALLATION A. PANEL DIRECTORIES, AS A MINIMUM, SHALL BE TYPEWRITTEN AND INDICATE BREAKER POSITION NUMBER, EQUIPMENT SERVED, ROOM NAME AND NUMBER, AND THE PANEL IDENTIFICATION, THE PANEL IDENTIFICATION SHALL BE LOCATED ON THE PANEL TRIM AND SHALL CONSIST OF A BLACK LAMINATED PHENOLIC LABEL, SCREW MOUNTED, WITH THE PANEL IDENTIFICATION MATCHING PANEL IDENTIFICATION ON DRAWINGS, ENGRAVED IN 1/4 IN. WHITE LETTERS. LABEL ALL CONDUCTORS WITH ADHESIVE WRAP LABELS WITHIN 2 IN. OF THE CONDUCTOR TERMINATION PRIOR TO INSTALLATION OF TRIM. B. MOUNT PANELBOARDS WITH CENTERLINE AT 5 FT.-61N. ABOVE FINISH FLOOR, EXCEPT THAT THE HIGHEST BREAKER HANDLE SHALL BE BELOW 6 FT.-5 IN. ABOVE FINISH FLOOR. ARRANGE BREAKERS SO THAT THE BREAKER RATING IS VISIBLE WITH THE PANEL FRONT IN PLACE. 3.08 LIGHTING FIXTURE INSTALLATION A. PROVIDE A LIGHTING FIXTURE FOR EACH AND EVRY OUTLET IN ACCORDANCE WITH TYPE DESIGNATION AND FIXTURE SCHEDULE ON THE DRAWINGS, VERIFY THE ARCHITECTURAL FINISHES AND OILING CONSTRUCTION AND - REGARDLESS OF THE CATALOG NUMBER PREFIXES AND SUFFIXES SHOWN/ - PROVIDE FIXTURES WITH THE PROPER TRIM, FRAMES, SUPPORTS, HANGER AND OTHER MISCELLANEOUS APPURTENANCES TO PROPERLY COORDINATE WITH SAID FINISHES, B. IMMEDIATELY PRIOR TO FINAL INSPECTION: THOROUGHLY CLEAN ALL FIXTURES INSIDE AND OUT, INCLUDING PLASTICS AND GLASSWARE. ADJUST TRIM TO FIT ADJACENT SURFACES. REPLACE BROKEN OR DAMAGED PARTS. INSTALL NEW LAMPS. ELECTRICALLY AND MECHANICALLY TEST THE SYSTEM FOR PROPER OPERATION.. C. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM LOCAL CODE AUTHORITIES AND MAKING ANY REVISIONS DIRECTED BY THEM ON EMERGENCY AND EXIT LIGHTING. TEST EACH WALL OR STEM MOUNTED FIXTURE FOR PROPER SUPPORT BY HANGING A DEAD LOAD OF 150 LBS. FROM THE FIXTURE. FIXTURE AND SUPPORT SHALL SHOW NO PERMANENT DISTORTION OR DAMAGE. 3.09 CLEANING A. THOROUGHLY CLEAN ALL EQUIPMENT, SWITCHES, ETC. ALL SURFACES SHALL BE PROPERLY POLISHED AND SHALL BE FREE OF PAINT AND ALL OTHER DIRT OR DEBRIS. TOUCHUP OR COMPLETELY REFINISH ALL EQUIPMENT FURNISHED WITH FACTORY FINISHES THAT IS DAMAGED DURING DELIVERY OR CONSTRUCTION, PROPERLY PROTECT THE FRONTS OF ALL PANELBOARDS, SWITCHBOARDS AND SIMILAR EQUIPMENT TO PREVENT MARRING AND OTHER DEFACING. B. AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK OF THE TRADESMEN DOING ELECTRICAL WORK. AT COMPLETION OF THE WORT(, REMOVE ALL RUBBISH, TOOLS, EQUIPMENT, AND SURPLUS MATERIALS. BROOM CLEAN ALL ASSIGNED SPACES PRIOR TO LEAVING THE PREMISES. 3.10 TESTING AND LOAD BALANCING A. TEST ALL -CIRCUITS TO ASSURE THEM TO BE FREE OF GROUNDS AND SHORTS. LIGHT AND TEST EACH LAMP. PROVE AND TEST THE AVAILABLE VOLTAGE ON THE LOAD SIDE OF EACH DISCONNECT. VERIFY PROPER OPERATION OF THE DISCONNECT. VERIFY THE PHASE SEQUENCE, VOLTAGE, AND ROTATION AT EACH MOTOR IN THE PRESENCE OF THE INSTALLER. RUN EACH MOTOR WITH ITS CONTROL AS NEARLY AS POSSIBLE UNDER OPERATING CONDITIONS FOR A SUFFICIENT LENGTH OVER TIME TO DEMONSTRATE CORRECT ALIGNMENT, WIRING CAPACITY, SPEED, AND OVERALL SATISFACTORY OPERATION. CHECK THAT THE PROPER OVERLOAD HEATERS HAVE BEEN INSTALLED BY READING THE MOTOR NAMEPLATE, THE OVERLOAD HEATER TABLE, AND THE HEATER CODE. ADJUST THE SIZE OF THE OVERLOAD HEATER AS REQUIRED TO MATCH THE MOTOR NAMEPLATE. OPERATE ALL MAIN AND FEEDER SWITCHES AND BREAKERS, BUT NOT NECESSARILY AT FULL LOAD. B. THE VARIOUS BRANCH CIRCUITS SERVED FROM THE LIGHTING PANELBOARDS VARY IN LOADING. CAREFULLY BALANCE THE ACTUAL OPERATING LOAD ON EACH PANELBOARD WHEN ALL. LOAD IS TURNED ON AND THE SYSTEM 15 OPERATING AT 100% DEMAND, THE UNBALANCE SHALL NOT EXCEED 10%. DURING FINAL INSPECTION, FURNISH THE TEST INSTRUMENTS AND QUALIFIED PERSONNEL TO PERFORM COMPLETE TESTING, COSTS OF ALL TESTING, INCLUDING THE INCIDENT COSTS FOR RETESTING OCCASIONED BY DEFECTS AND FAILURES OF THE EQUIPMENT TO MEET THE SPECIFICATIONS, SHALT. BE BORNE BY THE CONTRACTOR. C. FURNISH AT THE COMPLETION OF THE PROJECT A FINAL INSPECTION CERTIFICATE FROM THE LOCAL INSPECTING AUTHORITY. PART 4 - FIRE ALARM SYSTEM 4.01 GENERAL A. PROVIDE A NEW ADDRESSABLE FIRE ALARM SYSTEM, UL-LISTED, FM -LISTED AND AS INDICATED IN DRAWINGS. CONTROL PANEL SHALL. BE MICROPROCESSOR BASED AND SHALL CONTAIN A BATTERY BACKUP SYSTEM CAPABLE OF RUNNING ENTIRE SYSTEM FOR FOUR HOURS. B. PROVIDE REMOTE GRAPHIC ANNUCIATOR AND POWER EXPANDER FOR OUTPUT ALARM DEVICES AS REQUIRED. C. PROVIDE INTERFACE WITH ELEVATOR RECALL SYSTEM, COORDINATE WITH ELEVATOR MANUFACTURER TO ENSURE COMPLIANCE WITH APPLICABLE CODES, D. PROVIDE ELECTRONIC HORNS, STROBS AND HORN/STROBE COMBINATION DEVICES. E. PROVIDE FAN SHUTDOWN RELAYS AS REQUIRED. F. PROVIDE ADDRESSABLE MANUAL PULL STATIONS, PHOTOELECTRIC SMOKE DETECTOR, DUCT SMOKE DETECTORS AND HEAT DETECTORS, END OF SECTION G. HIS REQUIREMENT INCLUDES ALL FLEXIBLE CONDUIT. CODE COMPLIANCE REQUIREMENTS ALL WORK SHALL BE IN COMPLIANCE WITH THE FOLLOWING CODES, BUT NOT LIMITED TO: FLORIDA BUILDING CODE 2017 - 6TI•I EDITION - FLORIDA BUILDING CODE - RESIDENTIAL FLORIDA FIRE PROTECTION CODE CITY OF PORT ST. LUCIE CODE OF ORDINANCES NATIONAL ELECTRICAL CODE 2014 IMPORTANT NOTE ALL DRAWING S ARE SCHEMATIC . EXACT LOCATIONS SHALL BE DETERMINED BY THE CONSTRUCTION AND STRUCTURE OF THE BUILDING AND SHALL BE VERIFIED AND COORDINATED IN THE FIE LD. ELD. 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, 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-engincers.com ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: was IJATE NOVEMBER E, 2018 REVIEW SET PERMIT SET 0 BID SET CONSTRUCTION SET AS BUILT ❑ 4 O r U n sm REVISIONS I. 's`:�`' - ■ ®■ m ■ ■ ■ ■ ■ 1 ■ ■ u 04 91 PA :1) 1-4 1-04 ;j�� x iai 96 Q I=i >.4 a z4 t-1 - II*�1 0 > pox u Ix V! 8 04 q 1 gmU U W M H 15 rd (jI a mi pa 141 141 0 r4I a Ln Z pmol z 0 I I u LL. U w I- Ln SHEET NO.: -J a E-100 u F_ u L1J DRAWN: DP CHECKED: MP _J Ld APPROVED: MP Michael Pilo 50067 fllillpll/. J� � L N` P 11 ENS � , -5 No 5006 -r� ! ff� * � � e TA OF' � A r//I111II11111 ^,r,,,�;-t,, r±.gnaR. ,-Ir)r r,.,,:, ..,zrje. T*ln. ELECTRICAL LEGEND p RECESSED LIGHTING FIXTURE. UPPER CASE LETTER INDICATES FIXTURE TYPE. $a SINGLE POLE SWITCH, 20A, 120V @ 48" A. F.F. TO TOP OF DEVICE U.Q.N. LOWER LOWER CASE LETTER INDICATES CONTROLLING SWITCH WHERE REQUIRED FOR 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 @ 48" A.F.F. TO TOP OF DEVICE U.O.N. SURFACE MOUNTED LIGHT FIXTURE, UPPER CASE LETTER INDICATES FIXTURE_ TYPE. FUSIBLE DISCONNECT SWITCH WITH SWITCH 512E AND FUSE SIZE 3 POLE LOWER CASE LETTER INDICATES CONTROLLING SWITCH WHERE REQUIRED FOR 30 �Q3 UNLESS OTHERWISE NOTED. ASTERISK INDICATES FUSES TO BE SIZED ACCORDING WIRING CLARITY. TO EQUIPMENT MANUFACTURERS RECOMMENDATIONS. (NF = NON -FUSED) . SAME AS ABOVE, WITH BATTERY BACKUP. LCM COMBINATION MAGNETIC MOTOR STARTER. COORDINATE STARTER AND FUSE SIZING WITH MECHANICAL CONTRACTOR. !A WALL MOUNTED LIGHTING FIXTURE LETTER INDICATES FIXTURE TYPE, SEE LIGHTING A FIXTURE SCHEDULE. !1®I PANELBOARD; SEE PANEL SCHEDULES. DESIGNATION LETTER SHOWN.. CM SAME AS ABOVE, WITH BATTERY BACKUP. TELEVISION OUTLET, @ +15" TO BOTTOM OF UNIT, WITH RG-59/U TO ALL DEVICES WITHIN UNIT; HOME RUN FTVI 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. !UNCTION BOX, 4"x2"x2" (TYP) UNLESS OTHERWISE NOTED OR REQUIRED BY CODE_ SAME AS ABOVE, WITH BATTERY BACKUP. I GROUND AS INDICATED LIGHT POLE, DOUBLE OR SINGLE. MOTORIZED EQUIPMENT AS NOTED; COORDINATE WITH SUPPLYING CONTRACTOR. II b MIRROR LIGHT 3 70 CIRCUIT BREAKER, 3 POLE, 100 AMP FRAME, 70 AMP TRIP SHOWN, q 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 TO EMERGENCY POWER. ®� CBP SERIES OR EQUAL). LOCATE TRANSFORMER IN CLOSET WHERE SHOWN ON PLANS. BATTERY POWERED EMERGENCY LIGHTING FIXTURE, CONNECTED TO EMERGENCY POWER. FIRE ALARM SYSTEM CEILING MOUNTED SMOKE DETECTOR "DO NOT USE ELEVATOR" INDICATION LIGHT, WIRE UNIT TO ILLUMINATE UPON FIRE NOTE: INSIDE RESIDENTIAL UNITS, SYMBOL DENOTES SMOKE DETECTOR, 12C 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 FIRE ALARM /VOICE EVAC SPEAKER/STROBE DEVICE (] OCCUPANCY SENSOR. 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. 1 AP FIRE ALARM CONTROL PANEL GFI DUPLEX RECEPTACLE - 20 AMP - 125 VOLT, LOCATE 4 INCHES ABOVE CASEWORK BUT BELOW 44" TO TOP UNLESS OTHERWISE NOTED. CS) 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, +247 DUPLEX CONVENIENCE RECEPTACLE - 15 OR 20 AMP - 125 VOLT, MOUNT AT HEIGHT LISTINGS AND MANUFACTURER'S REQUIREMENTS, INDICATED TO CENTER OF DEVICE. Elm DUCT SMOKE DETECTOR } FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE 15 OR 20 AMP - 125 VOLT. PROVIDE t CARPET FLANGE AND BRASS COVERPLATE. DIMENSIONS TO WALL ARE SHOWN 5PD SURGE PROTECTION DEVICE ADJACENT TO DEVICE. VERIFY WITH OWNER PRIOR TO R+OUGH•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, LOCATE 18" A.F.F 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. DRYER OUTLET, 24 VOLTS, SINGLE PHASE, 30 AMP. TELEPHONE OUTLET, LOCATE 18 INCHES ABOVE FINISF'IED FLOOR TO BOTTOM U.O.N. RUN 4 PAIR #24 AWG, CAT 5 COMM CABLE TO ALL OUTLETS IN DWELLING. SEE TELEPHONE RISER DIAGRAM. NOTE: APARTMENT OUTLETS SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS, IN ACCORDANCE WITH FBC ACCESSIBILITY FAIR HOUSING GUIDELINES, REQUIREMENT 5 LIGHTING SCF MARK DESCRIPTION TYPE G ROUND 6" LED C2 1X4SURFACE MOUNTED LED WRAPAROUND 1X4 GASKETED SURFACE C4 MOUNTED DUST RESISTANT LED SL 17X4 LINEAR LEI] EL ELEVATOR PIT LIGHT LED EM EMERGENCY LIGHT .... . LED ... ..... ...... EX EXIT LIGHT LED NOTE: FIXTURE MANUFACTURER AND MODELS SHALL BE SELECTED BY OWNER. DO NO EXCEED WATTAGES SHOWN FOR EACH FIXTURE A A A! Al Al Al I C CC C DI E Dl E E( E EL E E1 EI EX F FA F7 C G G F H1 INTERIOR LIGHTING POWER DENSITY - GARAGE MAHI-MAHI ENERGY USE VS. ALLOWANCE SUMMARY - FBC C405.5.2.2.2 ALLOWANCE LUMINARIES AF;EA AREA ALLOWED ALLOWED TYPE WATT DESIGNED DESIGNED (W) (Wmv) WATTS WATTS (W/ftr) GARAGE 5,542 {1,2 1,108 8 C4 21 168 0.0 LC BBY 43 1-1 47 1 G 13 13 0.3 STAIRS (2x) 224 0.7 157 4 SL 21 84 0.4 TF;ASH ROOM 43 0,8 34 1 G 13 13 0.3 GiMAGE STIR. (I 2x) 600 i1,8 480 12 G 13 156 0,3 VARIOUS 112 0,8 90 2 G 13 26 0.2 TOTAL 6,564 o.3 1,917 460 0.1 INTERIOR LIGHTING POWER DE ENERGY USE VS. ALLOWANCE SUM ALLOWANCE AREA ALLOWED ALLOWED AF;EA (ft2) (W/ftz) WATTS G)kRAGE 3,854 (1.2 771 LC!BBY 43 11 .1 47 STAIRS (2x) 240 01 168 TIIASH ROOM 150 0.8 120 GIkRAGE STOR. (9x) 430 [1.8 344 VhRIOUS 158 0.8 126 L)TAL 4,875 0.3 1,577 NG POWER DENSITY IUMWY - FBC C405.5.2.2 - ZC)NE! 2 4083 South U.S. Highway 1, Ste. 101 Roeldedge, Florida 32955 Phone 321.633.4522 Fax 321-633.4528 v.ddc-engineers.com d asily a, davidfoddc-engineers , coin C.O.A.: 25988 DDC PROJECT NO,: 18070 CONSULTANTS' DATE NOVEMBER $3 2018 REVIEW SET 7 PERMIT SET 13TD VET CONSTRUCTION SET AS BUILT REVISIONS Q PA I�1 Z I� 0 0 Eli a > z � Z0 0 0EQ U W Z CO2 w x 0 Lt) J cc vi P-1 z LU SHEET NO.: Q u E-101 E2 U DRAWN: DP LL.1J CHECKED: MP W APPROVED: MP MichaelPilo • ti t 5��� y NEL p1 %r 0 i G'c S 67�f_ �iONM � Coppight 0 2018, D DC 1 nguicering, ine. Q RECESSED LIGHTING FIXTURE. UPPER CASE LETTER INDICATES FIXTURE TYPE. LOWER CASE LETTER INDICATES CONTROLLING SWITCH WHERE REQUIRED FOR WIRING CLARITY. " SAME AS ABOVE, WITH BATTERY BACKUP. A SURFACE MOUNTED LIGHT FIXTURE. UPPER CASE LETTER INDICATES FIXTURE TYPE. LOWER CASE LETTER INDICATES CONTROLLING SWITCH WHERE REQUIRED FOR WIRING CLARITY. SAME AS ABOVE, WITH BATTERY BACKUP. O WALL MOUNTED LIGHTING FIXTURE LETTER INDICATES FIXTURE TYPE, SEE LIGHTING FIXTURE SCHEDULE. Q SAME AS ABOVE, WITH BATTERY BACKUP. INDUSTRIAL OR STRIP LIGHTING FIXTURE, LETTER INDICATES TYPE, SEE FIXTURE SCHEDULE. C" SAME AS ABOVE, WITH BATTERY BACKUP. ❑ LIGHT POLE, DOUBLE OR SINGLE. Q AL.Vwx MIRROR LIGHT 0 EXIT SIGN, SEE LIGHTING FIXTURE SCHEDULE. ALL WITH EMERGENCY BATTERY PACK AND CONNECTED TO EMERGENCY POWER. BATTERY POWERED EMERGENCY LIGHTING FIXTURE, CONNECTED TO EMERGENCY POWER. "DO NOT USE ELEVATOR" INDICATION LIGHT. WIRE UNIT TO ILLUMINATE UPON FIRE ALARM SYSTEM ACTIVATION. COORDINATE WIRING REQUIREMENTS WITH ELEVATOR AND FIRE ALARM CONTRACTOR. PHOTOELECTRIC SENSOR. OCCUPANCY SENSOR. DUPLEX CONVENIENCE RECEPTACLE - 15 OR 20 AMP - 125 VOLT, LOCATE 18 INCHES ABOVE FINISHER FLOOR TO BOTTOM OF DEVICE UNLESS OTHERWISE NOTED. GFI DUPLEX RECEPTACLE - 20 AMP - 125 VOLT, LOCATE 4 INCHES ABOVE CASEWORK BUT BELOW 44" TO TOP UNLESS OTHERWISE NOTED. }240. DUPLEX CONVENIENCE RECEPTACLE - 15 OR 20 AMP - 125 VOLT, MOUNT AT HEIGHT INDICATED TO CENTER OF DEVICE. gq FLUSH FLOOR MOUNTED DUPLEX RECEPTACLE 15 OR 20 AMP - 125 VOLT. PROVIDE CARPET FLANGE AND BRASS COVERPLATE. DIMENSIONS TO WALL ARE SHOWN ADJACENT TO DEVICE. VERIFY WITH OWNER PRIOR TO ROUGH -IN. WP DUPLEX CONVENIENCE RECEPTACLE WITH WEATHERPROOF COVER, 20 AMP - 125 VOLTS, HEIGHT AS NOTED. GFCI DUPLEX CONVENIENCE RECEPTACLE. 20 AMP - 125 VOLT, LOCATE 18" A-F.F 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. 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. NOTE: APARTMENT OUTLETS SHALL BE INSTALLED IN ACCESSIBLE LOCATIONS, IN ACCORDANCE WITH FBC ACCESSIBILITY FAIR HOUSING GUIDELINES, REQUIREMENT 5 LIGHTING SCHEDULE - APARTMENTS MAX HEIGHT MARK DESCRIPTION TYPE POWER (aprox.) MOUNTING VOLT REMARKS (WATT) F RECESSED CAN, ROUND 6' LED 13 7 CEILING 120 RECESSED CEILING F1 RECESSED CAN, ROUND G' LED 13 9' RECESSED 120 FOR WET LOCATION G RECESSED CAN, ROUND 4" LED 7 9' CEILING 120 RECESSED G1 RECESSED CAN, ROUND 4!' LED 7 9' CEILING120 FOR WET LOCATION RECESSED J SURFACE LIGHT, ROUND 6" LED 13 9' CEILING 120 SURFACE P UNDERCABINET LED 15 UNDER 120 CABINET W PATIO LED 26 7" WALL 120 ELECTRICAL LEGEND SINGLE POLE SWITCH, 20A, 120V C 48" A.F.F. TO TOP OF DEVICE U.O.N. LOWER o CASE LETTER INDICATES FIXTURES TO BE SWITCHED WHERE REQUIRED FOR WIRING CLARITY; TYPICAL FOR ALL TYPES OF SWITCHES. THREE WAY WALL SWITCH, 20A, 120V @ 48" A.F.F. TO TOP OF DEVICE U.O.N. FUSIBLE DISCONNECT SWITCH WITH SWITCH SIZE AND FUSE SIZE 3 POLE �3 30 UNLESS OTHERWISE NOTED. ASTERISK INDICATES FUSES TO BE SIZED ACCORDING TO EQUIPMENT MANUFACTURERS RECOMMENDATIONS. (NF = NON -FUSED) q= COMBINATION MAGNETIC MOTOR STARTER. COORDINATE STARTER AND FUSE SIZING WITH MECHANICAL CONTRACTOR. A I• PANELBOARD; SEE PANEL SCHEDULES. DESIGNATION LETTER SHOWN, TELEVISION OUTLET, @ +15'* TO BOTTOM OF UNIT, WITH RG-59/U TO ALL DEVICES WITHIN UNIT; HOME RUN TO CABLE TV TERMINAL BOARD 15 BY CABLE TV PROVIDER. SEE CABLE T.V. RISER DIAGRAM. JUNCTION BOX, 4"x2'xT' (TYP) UNLESS OTHERWISE NOTED OR REQUIRED BY CODE. - --� t GROUND AS INDICATED MOTORIZED EQUIPMENT AS NOTED; COORDINATE WITH SUPPLYING CONTRACTOR. b 3 70 CIRCUIT BREAKER, 3 POLE, 100 AMP FRAME, 70 AMP TRIP SHOWN. m 8 DWELLING UNIT DOOR BELL AND CHIME WITH 12V TO 24V OPERATING TRANSFORMER AND WIRING. (GROAN CBP SERIES OR EQUAL). LOCATE TRANSFORMER IN CLOSET WHERE SHOWN ON PLANS. FIRE ALARM SYSTEM CEILING MOUNTED SMOKE DETECTOR NOTE: INSIDE RESIDENTIAL UNITS, SYMBOL DENOTES SMOKE DETECTOR, 120 VOLT OPERATED, WITH BATTERY BACKUP, SINGLE STATION, WITH AUDtO-VISUAL AND COMMON ALARM WIRING. INSTALL PER APPLICABLE CODES, LISTINGS AND MANUFACTURER'S REQUIREMENTS. ® FIRE ALARM PULL STATION FIRE ALARM /VOICE EVAC SPEAKER/5TROBE DEVICE HEAT DETECTOR, CEILING MOUNTED, 190 DEGREE, BUT BELOW SPRINKLER HEAD MELTING TEMPERATURE. COORDINATE WITH FIRE PROTECTION CONTRACTOR. FAT' FIRE ALARM CONTROL PANEL 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, LISTINGS AND MANUFACTURERS REQUIREMENTS. DUCT SMOKE DETECTOR SPD SURGE PROTECTION DEVICE AT SERVICE SHUNT TRIP STATION LIGHTING SCHEDULE - EXTERIOR MAX HEIGHT MARK DESCRIPTION TYPE POWER (aprox.) MOUNTING VOLT REMARKS (WATT) W EXTERIOR COMPACT WALL LED 30 9' WALL 120 MOUNTED X EXTERIOR POLE (PHILIPS) LED 50 12` POLE 120 AMBER, WATERPROOF EXTERIOR LIGHTING POWER DENSITY ENERGY USE VS. ALLOWANCE SUMMARY - FBC C405.5.2.2 - TONE: 2 ALLOWANCE DESIGN LINEAR POWER AREA POWERAREA TOTAL TYP WATT TOTAL (ft) (W/ft) (ft2) (W/ft2) 18 X1 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 TOTAL 3,178 1 TOTAL 3,722 INTERIOR LIGHTING POWER DENSITY - GARAGE MAHI-MAHI ENERGY USE VS. ALLOWANCE SUMMARY - FBC C405. 5.2.2.2 ALLOWANCE LUMINARIES AREA AREA ALLOWED ALLOWED # TYPE WATT DESIGNED WATTS DESIGNED (W/ft ) (ft) (W/ft) WATTS 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 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 0A LIGHTING SCHEDULE - COMMON AREAS MAX HEIGHT MARK DESCRIPTION TYPE POWER (WATT) (aprox.) MOUNTING VOLT REMARKS CEILING G ROUND 6" LED 13 7 SURFACE 120 1X4 SURFACE MOUNTED CEILING C2 LEI] 21 9' 120 WRAPAROUND SURFACE 1X4 GASKETED SURFACE CEILING C4 MOUNTED DUST RESISTANT LED 21 9' SURFACE 120 WI BATTERY BACKUP SL 1X4 LINEAR LED 21 91 CEILING120 WI BATTERY BACKUP SURFACE EL ELEVATOR PIT LIGHT LED 15 WALL 120 EM EMERGENCY LIGHT LED 9 - WALL 120 EX EXIT LIGHT LED - - WALL 120 00 NO EXCEED NOTE: FIXTURE MANUFACTURER AND MODELS SHALL BE SELECTED BY OWNER. I WATTAGES SHOWN FOR EACH FIXTURE INTERIOR LIGHTING POWER DENSITY - GARAGE SAILFISH ENERGY USE VS. ALLOWANCE SUMMARY - FBC C405.5.2.2.2 ALLOWANCE LUMINARIES AREA AREA ALLOWED ALLOWED # TYPE WATT DESIGNED DESIGNED (ft) (W/ft) WATTS WATTS (W/ft ) GARAGE 3,854 0.2 771 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 0.8 120 3 G 13 39 0.3 GARAGE STOR. (9x) 430 0.8 344 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 0.1 if ABBREVIATIONS II KAIC KVA KW KCMIL LT MLO MTD N NA N.C. NEC NEMA NF N FPA NIC nt NTS PNL PVC RCPT RM RG5 RCPT SEC SF SPEC TYP r A AMPERES A/C AIR CONDITIONING AC ALTERNATING CURRENT AFF ABOVE FINISH FLOOR AFG ABOVE FINISH GRADE AHU AIR HANDLING UNIT AWG AMERICAN WIRE GAUGE C CONDUIT CH COUNTER HEIGHT CONC CONCRETE CU COPPER DISC DISCONNECT DS DISCONNECT SWITCH DWG DRAWING EC ELECTRICAL CONTACTOR ECB ENCLOSED CIRCUIT BREAKER EF EXHAUST FAN ELEC ELECTRICAL EM EMERGENCY EMS ENERGY MANAGEMENT SYSTEM EMT ELECTRICAL METALLIC TUBING EXIST EXISTING FA FIRE ALARM FACP FIRE ALARM CONTROL PANEL FPL FLORIDA POWER AND LIGHT G GROUND GFI GROUND FAULT INTERRUPTER GND GROUND GRC GALVANIZED RIGID CONDUIT HP HORSE POWER HVAC HEATING, VENTILATING AND AIR r J JUNCTION (THOUSAND) AMPERE INTERRUPTING CAPACITY KILOVOLT AMPERES KILOWATT (THOUSAND) CIRCULAR MILS LIGHTING MAIN LUG ONLY MOUNTED NEUTRAL NOT APPLICABLE NORMALLY CLOSED NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NON -FUSED NATIONAL FIRE PROTECTION ASSOCIATION NOT IN CONTRACT NIGHT LIGHT i NOT TO SALE PANELBOARD POLYVINYL CHLORIDE RECEPTACLE ROOM RIGID GALVANIZED STEEL RECEPTACLE i SECURITY SUPPLY FAN SPEC] C engineering .-I 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@dd�engineers.com C.O.A.: 25988 1 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8, 2018 REVIEW SET PERMIT SET z HID SET CONSTRUCTION SET AS BUILT REVISIONS 7 IIANDHOLE TO NEXT HANDHOLE SPLICE, USE WEATHER- PROOFED SPLIT BOLTS CJ' F1 LE r-TAI L I 1 METER CENTER ,II!i•' _)` ,I I f` !tr _ _ _ .? 1 1I�!t 1�1-_` + �mI,- jj mI.^'+ r••tf..'r.lir. l--r[iIIFf+i[ (.1„;41 -•'_ ' �-I •�tI .1y tIt 1' o If�.I .;RI'#• I -_I !F`e„v r,z��-ITcIcI':��,I:I` :-G• :.riT .r•,.iIrCIa. I rIIi III II urI-i• MII4�la'� { — rI MC . 1r TU Jr, � j rep PANELS mil Pp ysQ -20TYP) W I _,•�,I�'.�`,'t��` r ` ' � L kLLYJn( ,• —�' -�pIIrIl� rcr L_�. �-2b -M M M 26 I _... 6P Bp 00 Bp Bp BOTYVQ2-20 -20 5-20 S-20 S-20 PANEM — fs0s S XS-26 S-20_._.X XMCTR CENTER MCS M M:26 BBOa.: .� l ¢q �j'fL• il 6 M-26 TYP)M 26 h25 BomX -26M S U X x X x X f s 20�� ,B0(TYP) (TYP) M 2b i M-26M �� \CD - ` I BO - M-26 f � _j POLE MOUNTED LIGHT FIXTURE TYPE X (ONE FIXTURE OR TWO FIXTURES W/ BULLIIORN) i CONCRETE POLE, TAPERED, 12' MOUNTING HEIGHT. HANDHOLES LOCATED 18" BELOW GRADE AND 24" ABOVE GRADE, W/ ASTM-BZ40 COVERS AND STAINLESS STEEL FASTENERS, PROVIDE WITH #4 COPPER PIG TAIL FOR ELECTRICAL GROUNDING GROUND ROD, COPPER CLAD STEEL, 5/8"Dx14'. EXOTHERMICALLY WELD POLE GROUND WIRE I - I J NOTE: :i POLE AND FIXTURE AS AN ASSEMBLY SHALL MEET THE WIND LOADING REQUIREMENTS OF STATE CODE (F.B.C. BUILDING, CHAPTER 16, SECTION j - 1620}, LOCAL CODES AND ORDINANCES, AND ASCE 7-10 {CHAPTERS 21 THROUGH 31), FOR 140 MPH HOUR WIND, CATEGORY 1, EXPOSURE C. PROSPECTIVE LIGHTING SUPPLIER SHALL SUBMIT CERTIFIED DATA OF . - COMPLIANCE. BACKFILL WITH CRUSHED STONE AND PORTLAND CEMENT MIX. HOLE SHALL BE 20" IN DIAMETER, ELECTRICAL SITE PLAN 1 /16" = 1'4' PLAN NOTES PROPOSED LOCATION OF NEW FPL PAD -MOUNTED TRANSFORMER, COORDINATE EXACT LOCATION AND PAD REQUIREMENT WITH FPL. UNDERGROUND CONDUITS FOR ELECTRICAL SERVICE. DIRECT BURIED SCHEDULE 40 PVC CONDUIT WITH 24" COVER MINIMUM. (SEE RISER FOR QTY)' J UNDERGROUND CONDUITS FOR DATA/ PHON E /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. 4 POLE MOUNTED LIGHT FIXTURE, TYP, SEE E-201 AND E-202 FOR TYPE AND ORIENTATION. FEEDERS SHALL BE 5 I U V E D WALL MOUNTED LIGHT FIXTURE, TYP, SEE E-201 AND E-202 FOR TYPE AND ORIENTATION. D 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 NOTE 1. ALL EXTERIOR LIGHTS SHALL BE CONTROLLED WITH PHOTOCELLS. PI IOTOCELL 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-engincers.com C.O.A,: 25988 DEC PROJECT NO.: 18070 CONSUT TANTS: DATE NO VEMBER 8, 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS 0 a ra zx �C) �Ta: I C r A II� gg� OZ 0 C a 0 1! C rr M0 110=4 gig LU SHEET NO.: J E-200 DRAWN: DP W CHECKED: MP --J APPROVED:MP Michael Pilo 50067 ��4�t►IIIIrra'�� NA .. ENS6 l� _T lfjimllWo Cc p}rlr3y} �' 2111$, DDC Prcririrartng, It-. ll_ I �Y i 15 i A' r I - r, �q I j an ME mmrssa 1 ;i_ U !tl 11 II !VI I I_ II Il !IC I Iq jT � - II. I I� it —. 'I�� �•{ � I I� r*---1 Ijl � it ��:. 1 I I I I u I �,'m.1- U r I = - 9 +✓y - - PANEL (TYP) (f`r 'P r � X 5-18 � .__ � r � r—y - IL71C I ! METER CENTER MCS I — l4 X S-18 X M-18 f, x x -_ • �- f S-1 5-18 -� X _. X' X x fX ' 5-15 5.18 M-18 M-18 f / x �S_18S-18/ r' 4 I f TO NEXT HANDHOLE HANDHOLE R SPLICE, USE WEATHER- PROOFED SPLIT BOLTS LIGHT POLE DETAIL POLE MOUNTED LIGHT FIXTURE TYPE X CONCRETE POLE, TAPERED, 127 MOUNTING HEIGHT. HANDHOLES LOCATED 18" BELOW GRADE AND 24' ABOVE GRADE, WI - ASTM-13240 COVERS AND STAINLESS STEEL FASTENERS. PROVIDE WITH #4 COPPER 'PIG TAIL FOR ELECTRICAL GROUNDING GROUND ROD, COPPER CLAD STEEL, 518"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. BACKFILL WITH CRUSHED STONE AND PORTLAND CEMENT MIX. HOLE SHALL BE 20" IN DIAMETER. ELECTRICAL SITE PLAN 1 / 16" = 1'-0" PLAN NOTES i� `� -- - • LI !� �` .,� may• -., -.. PN 1) PROPOSED LOCATION OF NEW FPL PAD -MOUNTED TRANSFORMER. COORDINATE EXACT LOCATION AND PAD REQUIREMENT WITH FPL. C2 UNDERGROUND CONDUITS FOR ELECTRICAL SERVICE. DIRECT BURIED SCHEDULE 40 PVC CONDUIT WITH 24' COVER MINIMUM (SEE RISER FOR QTY). 3D 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. q POLE MOUNTED LIGHT FIXTURE, TYP, SEE E-201 FOR TYPE AND ORIENTATION. FEEDERS SHALL BE INSTALLED UNDERGROUND IN SCHEDULE 40 PVC WITH 24" COVER MINIMUM. 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SEE E-202 FOR LIGHTING FIXTURE SPECIFICATIONS AND SCHEDULES, 2. FIXTURES SHALL BE ORIENTED AS INDICATED IN DRAWING. 3. FIXTURE MODEL SUBSTITUTION SHALL NOT BE ALLOWED. 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@dde-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBEB 8, 0IS RENEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS C)I� I®ems■e■■mmmmm U I4 I� A �0z :12Pcs 04mU 1 z a w H L U SHEET NO.: E-201 LL' 0 DRkWN: DP 0 CHECKED: MP � APPROVED: MP Michael Pilo 50067 �14111f111fi11/�� .`` ��►P PAL 0 00 r * Uiti ►.�rlIIII� Copyright 0 2D18, DDC Eng eeAng, Inc. } i 1.t , t t.r i j - L i C ..,� .�.. r'...� ."- _ _�`. ��- ,ems _ _f•_ .. , _ },. r. r �- A _ . . �'�, .--1�.,� - . � . r•J I 11- Fl I 4 - I .' ' _` ' . -1!' -- ` -•! ��`r-1J• ru�m...i�.o-- �FE.. i i ,YI+-_��r' L -r= r - `_ !I, !I _--�. '` t'L_ .I!lItb--;�J_-II 1. I'7I1,II! •�I IIlI.III.1'.I!I,-• I .-a .. 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[� _- 0 _----.. _ .. 0_-- - 0.0 0 � 0.0 0 i10 - 0.0 '0.0 00 0.0 ' 0-0 l 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 0.0 0.0 0,0 0.0 +0.0 0.0 0.0 T0.0 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 0.0 0.0 0.0 +0.0 0.0 0.0 O.D 0.0 0.0 0.0 0.0 0,4 +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 0.0 0-0 0.0 0.0 0.0 +0.0 Y0.0 +0,0 +0.0 0.0 0.0 0.0 0,0 0.0 0.0 0,0 +0.0 0,0 0.0 ao 0,0 3 0.0 t0.0 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 T0.0 -0.0 0.0 40.0 0:0 0.0 +010 0-0 0.0 +0.0 0.0 T0.0 0.0 0.0 0.0 0.0 10.0 10.1) 0.0 10,0 0.0 0-0 T0.0 0.0 +0-0 +0,0 ~0.0 +0.0 0.0 0.0 +0.0 0.0 O'D 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 +0.0 ao O.0 10,0 0.0 0-0 10.0 0.0 0.0 10.0 0.0 10.0 0.0 10.0 0.0 0.0 0.0 0,0 0-0 10.0 10-0 0-0 10.0 0.0 O,Q 0.0 0.0 Statistics Description Avg Max Min MaxlMin Avg/Min Park lot general I 1.4 fc 110.5fc 10.0fic I N!A I NIA 04 X@12I nx )z 4,5 A 4.3 .5 4.2 ,5 2.9 2 3.2 .8 2.4 .4 2.2 41 .3 4.1 .3 4.0 .5 3.3 .2 3.0 .4 1.9 .4 2.5 ., 4.6 + .9 +3.7 .8 +3,9 .3 33 40 2.8 A 1.8 2 2.4 - PHOTOMETRIC PLAN 1116n=1r0" FIXTURE TYPE W MRW LED I C'a°y Architectural Wall Sconce - Ink - Class 8'Msi 38"fdH - MXW LED Pt 4uK 5119 MVOLT EZOWC " 5• pod F2' Fgen9k+9 16904 _ I •Tars. Goorgi.3OOT2 Phone: 8CO274.804T WW'-FED fA [rlr',fjrVIVIA One [ithanix Way . C"r Thins. I- Air dgllea rw.ti.vd, A-APIUVI i fjI^f f,t'1{}` 17 05211 T-418 A.Ikry 9tv ie L•1 PHILIPS Op GARDCO RE TY Philips Gardco LEDS �OFrIhIFIEC 11ghtin g sol utioi a new level of o stmpluyi111g site, holes in mo, i e% energy savings. Ordering guide - I-- - '- - 1oppcM la"a c e-A pw ba.rd`eg Syal[vn W." Me ECF - - �- 1&1 - �- 501-A .- EiF - 7 T 159 mo.. Emicxln SWekud lvl•Ih'dlre ll -HOPi 51a-dgd 1Tpe3 10 ISltat ea3s 0 ov amnkg 2 tl) Tyre+ AP nm 5 50L0.-6435 h,n. aur4ea-rlmi>,a a�90 Ty,,,..: APD-MMO' 3 L 11n PrtrlR?rF-sinl:�y nsxi 7La9rr M tlpin Linygpls`A Ovyrldp 1@120 pole md,rNedrmtkm sense 3rpa7n APa-M18r' 4 IP,Dx51%11W R-S001 4sm I 0- 10 klmlfklat''. 1115 MFV. Ylek nawn[ a/gilxul A, P'W'a[ Iruiu,h'rq.z- i476taxluniltalresenwr toedult.cef Mow, emmpermltted MnRICn ldRlppa'�.'41 rAy. kcal WA pole mvo.A{:d Mnrr Mnl Arm mt. almel•C_FtV telr--t.ner.h. : Gtmr... 2-.3A' lrrs' F2LWLfot8-1' Op Meal A.mi . LLC3" 63irsnlor'1525' rc rdM *'1hIS UIN' P4 Laos for 25-4q' p rged wgm 5 T4W rpnhgwame with Type 13 ISJ 1 AYM Ebl20 12DV-27N x'alfal%s only WM. 120.. 209 240K 277j. h Not-hr. ra with 120-2TIV, 2. MRSq And APD-FdrKa NITtiM19aesfagtere Dias morinn 'vdtg2-a oe specified f m net pdC rndemd Svparad41y 50P PW 2tor 7 Not¢:nt,-bre wAh d8LV(4H({ ,A ,e`h m5. Ava flabW In 12GVa 227V only 8 Wdls-th 3-pina5-w k1EMA 3 ECI=-MRI WAMI'1F5 Mild haled arrssnt Wh{.n 1L•+rd W%h dlrrHnalg rleriCe Terminal (iIwk (?g1(3vwl 9 IT adot duvet, DiM. APD, MQ' M 4. LLC2?nC361tLC4 tlnrekss Cpn4m15 ate opt APU-MRp.,h, mI,E wAl nnl tlr i' oYftxab- YAM P(:.M1'C91PC 35. RCR iifAK "e page 7 R fnt mnrr..n(n a.Forrp_l© FWC LED 11j15 pagelors f 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.D.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8, Z018 REVIEW SET ❑ PERMITSET 4 SET BID ❑ CONSTRUCTION SET ❑ AS BUILT �0 W EW-t REVISIONS mommoommmmmms 0 W;11 z z �1 0 0 A z 0 � d� w Ao� Q-C) ;atalag Q-Series Size 0 t Amber Series 7° LED Area Luminaire --- 1oe t7 d'`S�r ie5 Introduction The modern styling of the D-Series is striking yet unobtrusive - making a bold, progressive Specifications statement even as it blends seamlessly with EPA: (195 fe rM its environment. The D-Series distills the benefits z6" �_ - of the latest in LED technology into a high Length: Ir6o m1 performance, high efficacy, long -life luminaire. The Width: 13, �..` outstanding photometric performance results in {"'°`�I sites with excellent uniformity, greater pole spacing Height,: ir.s. -- �' - L _ and lower power density. it is ideal for replacing up 1 to 40OW metal halide with typical energy savings Hteight�: (174rr) 1 H, of 70'Yc and expected service life of over Weight 76lbs 100,00"a hours. (Max): izasky) — W EXAMPLE: DSXO LED P4 AMB!_W T3M MOLT SPA DDBXD DSKO LED DSXO LED I Forwarduptjcs AM BLW Limited T1S Type Ishort T5S TypeVshort MVOLT^` Shipped included Pl p4 Wavelength Amber' P2 P5 AMBPC Phosphor P3 P6 Converted Rotated optics . Amber P10' P12' Pill T2S Type Ii short T5M FypeV medium 120 ` SPA Square pole mounting T2M Type 6lmedium T5W Type Vwide 208t RPA Round polemuunting T3S Type Ill short 8LC Backlight control 240' WBA Wall hrado�,t T3M Type III medium LCCO Left comer cutoff W1 SPUMBA 5quarepoleunivemIonountingadaMr5 T4M Type IV medium RCCD Right tomes ,Doff 347' RPUMBA Round pole universal mounting adaplot' TFfM Forwardlhrow medium 480 Shipped separately TSV5 Type Vveryshort KMA8DIDW J Mast arm mouoff ngbracket adaptor (specify finish)' Shipped installed PIR Ffighllow, motimlam*tserrsor,8-15' mounttng NUAIR2 nl_ghtAIR gene #on2enabled rr height, ambientRnsorenabled at5fc`0 P1RHH Ndwwk, highflow mat onfamlnent sensor' PIRH Hollow, motinn(ambient send i5-30' movating height ambient sensor enabled at5fc PER NrMA twist -lock recepratle only (control ordered 9eparate)1° PIRIFOV H4WR motlWambient sensor, 8-1Yin ounting PER5 f o"in receptacle aaly fco W ordered sepa raid "I height ambient sensor enabled at Ik I"I PER1 Seven -pin receptacle only (leads exit fixwre) (conW ordered PIRHIF3V Hghllow, snot anla nhieal senw,, 15-30' mounting separate)'°" height, ambient5ensorerrabled at Ilk DMG 0-1DV dimming extend put back of housing For external control I FAD Field adjustable output H (coouN ordered separate) Shipped installed HS House -side shield" SF Single fuse (i20, 277, 347V) ^ DF Doubleitse (2D8, 240, 480V)' L90 Left rotated apda' R90 Right rotated optics' DDL Diffused drop lens Sh ippe d separately 85 Bird spikes EGS Fermi glare shield a fA®� COMMERCIAL OUTDOOR One I- Rhonia Way • Conyers, Georgia 30012 - Phone: 800305:7378 • mvw.1rth9ma.com A/arHrdf 0V 0.2011.2019Amity Brands Lighting, Inc. All.righti msenrod. -Saar FIXTURE TYPE X DDBX0 Dark hrona OWD Black DNAXD Natural aluminum DWHXD White DDBTXD Textured darlRhwnae DBLBXI) Textuledblark DNATXD Textured natural aluminum DWHGXD Textured white ... . D5xG-LED AM BE R Rey. GS122119 Page 1 of 9 REB EL.LE A N c Ir I i E G T u K A r, L r 6 H I I N a 3 Single 1 x LED module Tessera 3151 LEDBollard MODEL LED MODULE 3151 1x14L 10 warts' 8871uriwns° 1x7L 7 watts' 63.3 hrrneris' 2x10L 2 x 10. watts: 2 x 887 fuf pens' 2x7L 2 x 7 watts' 2 x 533 Furrrens2 VOLT COLOR TEMPERATURE DISTRIBUTION OPTIONS Double 2 x LED module 120' AM fiber + F.1) FL 30' good CV rrlfl f' ft GFf41�'y' 208 5as §s.r+rn7 PC r h:sir r or 240 TN 277 BCS ? CIF ri feed EXTERIOR COLOR WT Whi e tc x.i r: ST bifn k lexttrl'e SM silt-rmernffrc AN alr.rf qr onI natura BZ taro fze GM quo -nefaf WS whi e sobs, 1EM bfur h rmalre RAL sire vly no - 'Standard con rguratfon unfass dtherWse speaifiad 'Nominal LED Power 2S0ufge lumens SAMPLE CATALOG NUMBER: 3151 - 1x10L . AM - 120 - FL- WT Using this catalog number would order 1 single head model 3151 bollard luminaire with a 10 watt amber LED module, flood optic, wired to 120 volts, painted white texture polyester Powder Coat. CONSTRUCTION Materials All aluminum consfru(Aion, stainless steel tamper resistant hardware, silicone lens. Electrical Components Constant current driver 350mA or 250nnA, -30"C starting tempermture- ILIFJKIIralrll@LW The 3151LED series is designed to mount to a cons ete base (by others). Anchor bolts are provided in hot dipped galvanized finish for new construction build. For optional retrofit builds, no anchor bolts wourd be provided and bollard can be mounted with hiltl type fasteners (hilti anchors and hardware by others). Base plate is welded to bollard shalt- Base rover is offered as an option. Tenon mount is offered as an option for concealed mounting hardware, www.rebellerigha ing-mm 0 2018 RESELLE All rights reserved. R18 Speclfieaftns subject to change without notice.. OPTICAL The 3151LED luminaire uses a precision molded lens to direct the light with a flood distribution- The luminaire comes standard with honeycomb louver. FIXTURE TYPE B PROTECTION The 3151LED sedee is listed for use In wet locations to U _ and CSA Standards. L70 (min mum) r50.000 hours. IP65 rated optical compartmenL yXl e I, 7 C41 1 _f Wildlife lighting Certification Nun ber 2018-040 LIGHTING FIXTURE SCHEDULE - EXTERIOR REFERENCE MANUFACTURER REFERENCE LAMP FLORIDA FISH & WILDLIFE CERTIFICATION NUMBER MART{ DESCRIPTION C�UAN. MOUNTINGHEIGHT TYPE WATTS VOLTS LUMENS FIXTURE LAMP PART NUMBER W Wail Luminaire FC LIGHTING 1 FCW 1037A 10 AMBER LED 33 120 2050 WALL T AFF 201M49 (included) Limited Wavelength Amber Type Directional X Area Luminaire LITHONIA I ❑SXO 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 17(10L 21 AMBER LED 10 120 887 BOLLARD . 4' AFF 2018-040 (included) Limited Wavelength Amber Type Path Lighting Ff:-: FCW 10 . i IC119tlIs/diti10;1Si0116 t R_x1=xII ] I frxture:18.4" W x 9.2" H x 9.2" D Date: Approved - Fixture; Project: FGW1037 Architectural dome design, Directional Wall fixture is a functional IPFi5 rated down light. Corrosion resistant, die-cast aluminum construction, this fixture provides ample illumination for clamp, dry of wet areas. Find this light in with wildlife rated amber color temperatures for environments that require this specification. beat" spread Spot I Narrow Flood } Flood I Wide Flood Weight 10 lbs housing marine grade, corrosion resistant, heavy gauge alurnlnuln lens Impact resistant, clear, tempered glass. rnounttrlg mounts directly to standard junction box; mascery applications use four (4) 0.25" x 0.75" screws with lead anchors (fasteners not included, j-box by others) ingress protection IP65 : dry, damp or wet locations with extruded silicone gasketto seal out contaminants finish six stage chemical lron phosphate substrate pre-treatment process for a UV stable, super durable standard polyester pounder coat color temperature lumen output lifetime color consistency temperature junction temperature warranty input votlage power supply certifications standards power consumption dimming Interface 2700K 3000K 3500K 4000K 10001M } 15001m 20M im 2500 Im 3150 Im (in 4000K only) > 70,000 hour 1 L70 or better Step 3 McAdams Ellipse 1 standard.- CRi z 85 1 optional: CHI ? g0 CRI operating: -13°F to 104'F (-25°G to 40°C) I startup: -13'F to 10VF (-25°C to 40°C) } storage: -40°F to 17VF (-40°C to 8W C) 73°C @ T" 259C 5 year limited warranty (refer to website for details) Universal 120-277VAC i optional; 347VAC (integral) Integral Class i1, electronic, high power fattor> 94% @120V ETLlcETL Listed, CEO Title 24 JAB compliant (only 90CRI qualifies) UL15981CSA C22.2 No. 250.0; U187501CSA C22.2 No. 250.1371ES L1VII-79/1-M-80 33W 0120V - 27TV maximum - standard: 0-10V (1 %) i optional: ELV (12UV only)/DMX (integral)10AL1(integral) Expanded Dlselalmer.. Due W conti mum davelopmentarrd imprminanls, WA3d Hcabons are subject tQ Charge without nolim, FC Lighting and: aDw Sn Lumirokes marveLs the right 10 change ht1 lest [retails or 4)KMca- Iitns vrilhout notice Product use cefflH agreement to Solid Sue Lumlralres terms and mnibo s FCW A pCWS Soto iidoes are ergineerod and produced in our Ifrrols mWooluring racilrty. FC ' Specification Sheet L1 o FI Ti n c a US Commercial Lighting Manufacturer Since 1982 JS Rev. 1/25/2019 FIXTURE TYPE W 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 S 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET ED AS BUILT E REVISIONS ■■■■■■■■f■■■■ � W p,r 0 A �Mo U W rd LLI IPA �.. ILLJ 1 FP0 Z W D .,, IL r� V �- 0 SHEET NO.: I E-202 DRAWN: DIP LLJ CHECKED: MP X APPROVED: MP Michael Pilo 6 � i o G7 �' "0 �IONA- \N,`'• fflllltIkl �`• �r-d1. n i it n, t• ^:gr:C:.It; s t. NOTES 1- ALL EXTERIOR LIGHTS SHALL BE CONTROLLED BY PHOTOCELLS. 2. ALL BATHROOMS EXHAUST FANS SHALL BE CONNECTED TO THE LIGHT SWITCH. KEYED NOTES 1� POWER FOR MAIN GARAGE MOTORIZED OPENER Ce� co LO rr 00 O cv v I I I I I I CU-Mi AC-M1A.1--iAC-M1A,2 AC-M1A.3-AC-MIA.4� i M-28:30� M-32:34 CU-M1 B-/ AC-M1 B. 3-J I J- - ------- I I I I I CU-SiA AC-S1A.1 AC-51A.2A S-32:34 71EFy 5-18 CU 516—�� G*S-4 G 5-4 - 5-36:38 $. TU. ILQI CU-51C-�4 C4 S-40:42'D CU-S1 Ems` s-2s:3a —� 1 _ G y 5-4 � 5-4 �C-S1A.3 \\,-AC-SIA.4 I C4 M-2 AC-MD1.1 EF AC-M1C.I AC M1C.2 AC M1C.3 AC-M1C.4 CU-MiC 5130 1 M-18 55/34 5l3Q 5130 5130 _' M 36:38 M-31:33 G G G = G -I M 4 *M-4 *M-4 M-4M-4 M 40:42 i\- METER LATER MCM LL CU-M7 i} G v w M-4 C4 C4 C cmm p. AVIIJ M-3 M-47 M-3 <1> SAC-M1EE3 G 1 .I im 3 M-1 n1#M-4 FI �T aT qp M-23:25� M-5 W �M METER -4 PANEL M ELECTRICAL FLOOR PLAN GARAGE 118" = 1'-0" � I J i I J I I I � I t 1 T11 11'TiEi3I� i ni - 1 -i i ! S-1 ,{ - L,IS-27:29 C4 C4 AC -Si B S-4 AC-S1C.t\ AC-SjC.�-\ AC 51C.1.1 \ G*S-4 A 4 61, C C4 C4 C4 C4® S1 PANELS CA If I LLCO BACFCBOARU S 1W ri S3 52�55 13*S-4 s-3 5 5 CH q p ' AC-S1 E EXO i EF CAS 16 S-4 IS- i �� S-6 S 4 {f S-4 ni { S-7 S'16 5-23:25 WJAS-4 I METER CENTER MC5 If_- -J - - -- -----Ls MAHI-MAHI C4 ii 5-2 1 S7 ELECTRICAL FLOOR PLAN GARAGE 1/8" = 1"-0" SAILFISH C4 AC-51D, CU-51 D AC-SID.�--\ � 5-18 S-44:46 �G--4 GAS-4 eo ,/ C4% ® _ J r V-4 V-4 S-39:41 AC-S1D.3-/ AC•SID.4-/ C4 5-Z SEX S I._ � 7 - -� S-4 S-6 C S-G rLffil C 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 DID SET CONSTRUCTION SET AS BUILT REVISIONS z z A C) 1 R 1-4 2Qa E Q a H V � w SHEET NO.: J W E-400 Lu DRAWN: DP CHECKED: MP APPROVEDMP Michael Pilo \,owl i i I II/// r = 57 ggryry r��' �I,1I SPi.P� �!dlil1ii11�� NOTES 1. ALL EXTERIOR LIGHTS SHALL 6E CONTROLLED BY PHOTOCELLS. 2. LIGHT SWITCH FOR ROOF STAIRS. 3. ALL EXTERIOR DEVICES It EQUIPMENT SHALL BE WATER PROOF. C IN 00 a } MFI - f A-8 ,'� I IrI _�I M��1 1� _ Ily r 1- M-6 EX �M-B M-8 i'TnT`i7TI t.�,., Ifrlrr ., 6IT HmwE M 10�WM-10 `I M-10 .111ITLI Q.1 IF Ex4-s ELECTRICAL FLOOR PLAN 2nd FLOOR HALLWAY 118" = 1'-(r � l I l I `!I t {, . �W'Oka 0MI 8 C 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 ILI} CONSULTANTS: 1 I w DATE NOVEMBER 81 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT ❑ REVISIONS ff s E Jr -� � i� I r _ ♦,� � 1� r� / � 4 WL I J I SL T I 5 - _ — M-1G M-10 _ W �M-o M-10 ELECTRICAL FLOOR PLAN 3rd FLOOR HALLWAY 118"=1'9' r l`,TTt-lj-F1 lie r r iI]L= Ul l[TH EX M-12 F �� -- — 11�'TTiI[�LL,— NOTIE 2 .0I bl r A M1 M 12 ~F t6 Wjk M-12 C l M 10 NOTE 2 ELECTRICAL FLOOR PLAN Ord FLOOR HALLWAY- 1 /&' = 1'-D" MAHI-MAHI z 92 W A L.U(; ii-- (AJU, d, L I. III1 III III1 ■ IIIIII I� IIIIIi a 1�1 iA �x z ice' �UW 'J kJ IS LLI LLj O ' z 0 LL ,ate-J C SHEET NO.: fV E-401 $ ,J DRAWN: DP CHECKED: MP "►t APPROVEDMP �"0%4 gild r �s� f: � I 1 Ud LU •�,� ORES 1. ALL EXTERIOR LIGHTS SHALL BE CONTROLLED 8Y PHOTOCELLS. 2. ALL EXTERIOR DEVICES Ft EQUIPMENT SHALL BE WATER PROOF. E IR LO ao c7 cv CU-2D CU-31) CU-4D M•14 Fm 11 PROVIDE DISCONNECT ON EACH CONDENSING UNIT. PROVIDE FEEDER FROM EACH UNIT TO PANEL (CTK 24:26) IN CORRESPONDING UNITS D, FLOORS 2th TO 4th. (TYP.) CU-2E CU-3E CU-4E M14*w: "-� 5,17 PROVIDE DISCONNECT ON EACH CONDENSING UNFr. PROVIDE 'FEEDER FROM EACH UNIT TO PANEL (CTK 24:26) IN CORRESPONDING UNITS E, FLOM 2th TO 4th. (TYP.) ELEVATOR SHAFT FAN ELEVATOR MACHINE ELEVATOR SHAFT LIGHT FUSED/LOCKABLE DISCONNECT EL M-11 M-11 M,-9:13:15 W ri -4I --� - ELEVATOR G G G CONTROLLER * M 14 M 14 M ]4 (BY OTHERS) 1 - j — i;. ! M r I T! ELEVATOR DRIVE MOTOR (BY OTHERS) CU 2A CU-3A CU-4A W* _ s-]4 PROVIDE DISCONNECT ON EACH CONDENSING UNIT. PROVIDE FEEDER FROM EACH UNIT TO PANEL (CTK 24;26) IN CORRESPONDING UNITS A, FLOORS 2th TO 4th. (TYP.) CU-2F CU•3F CU-4F M-f4 OW 5-7 "-� __ PROVIDE DISCONNECT ON EACH CONDENSING UNIT. PROVIDE FEEDER FROM EACH UNIT TO PANEL (CTK 24:26) IN CORRESPONDING UNITS F, FLOORS 2th TO 4th. (TYP.) CU-2G CU-3G CU-4G M-14& rm w "17 p PROVIDE DISCONNECT ON EACH CONDENSING UNIT. PROVIDE FEEDER FROM EACH UNIT TO PANEL (CTK 24:26) 1N CORRESPONDING UNITS G, FLOORS 2th TO 4th. (TYP.) ELEVATOR MACHINE ELEVATOR SHAFT FAN FUSED/LOCKABLE ELEVATOR SHAFT LIGHT DISCONNECT ELEVATOR CONTROLLER (BY OTHERS) ELECTRICAL ROOF PLAN 118" = 1'-U, CU-213 CU-3B CU-413 5-14 PROVIDE DISCONNECT ON EACH CONDENSING UNIT. PROVIDE FEEDER FROM EACH UNIT TO PANEL (CTK 24:26) IN CORRESPONDING UNITS B, FLOORS 2th TO 4th. (TYP.) M-17:19:21 M-11 M-1 ' M-14W iY SL -14 G*M-14 G*M-14 G*M-14 _. f- ����.�� - - — CLLO- MAH I-MAHI ELEVATOR SHAFT FAN ELEVATOR MACHINE ELEVATOR SHAFT LIGHT FUSED/LOCKABLE DISCONNECT _ - �$ EL a i G# S-9 5-9 S-] 1:13:15 G# W I IS-]4 S-14 i -4 E_ S-14 -@S-9 S-14 E{IjI �. 5 FYI .- _ _ -_ - — - 1=--- ELEVATOR is 4 ELEVATOR DRIVE MOTOR GAG#5-14 CONTROLLER S 14 (BY OTHERS) � (BY OTHERS) 71 I TLiT i.i..I 'IT ..I , � LL111- ELECTRICAL ROOF PLAN 118" = 1 •-O" ELEVATOR DRIVE MOTOR (BY OTHERS) I CU-2C CU-3C CU-4C w w Im* S-14 PROVIDE DISCONNECT ON EACH CONDENSING UNff. PROVIDE FEEDER FROM EACH UNIT TO PANEL (CTK 24:26) IN CORRESPONDING UNITS C, FLOORS 2th TO 4th. (TYP.) W - S-14 — �•1 "- C engineering inc 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@dde-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8, 2018 REVIEW SET 7 PERMIT SET DID SET CONSTRUCTION SET AS BUILT REVISIONS CIE 0 o ^-+' s II, ■ n o m . ■ m ® . ■ U PA ly z H 0 0 Ci z *•� 0 > p W z 0 A Ix=0 Z IU 0 0 COD Z Cn H �1 z !� J SHEET NO.: W E-403 U- DRAWN. DP 0 CHECKED:MP 0 APPROVEDMID Michael No ,.� PILO f �s w — FL �4 �r'�'�►ri I1�A1`' 19 !1� - IF WIP - 19 19 21 r` r--- 21 19 � �''� i ? 1'19f / � i�-_t �` r!21 21 21 1 , � ,� 19 35 F�3 � .� / F � 1 i, �3 1779 -i l� 3 \ 1 i• F J F 17 i G 17 G Q�} "U�] 7 \ Gam•( 3 7 2 21 _�)l 7\ F6 17 11:, � f 2 � 21 V21 1 1 F+ •-- F— F I 12 2 ''"21 17 17 �171 27:24 1 15 r G1 23 _GI �F. G 16:18 l J2 .._ _._ -- --� AA 4 �`"'� G1 r� 1.. G1 1 /23 4 PANEL 2fl:22 F 3 I 2 ! 20- 23 ! G1 23 23 FP23 G1 — F F - -` 23' /! `� 4 Y6 F 23 23 G 3 mm I 4 /f 2 \ 71J (TYP) -, b k \ 10 FF ry 12,14 F r�`1J 101 fil 4, ) A R 4� W 4 NOTE: LIGHTING, RECEPTACLES, AND EQUIPMENT IN THIS AREA SHALL BE SERVED BY PANEL TYPE 2R. ELECTRICAL FLOOR PLAN 1 /4" = V-07 UNIT 2D KEY NOTES 19 19 21 r 19 21 , 035 =@3 `• F f .. _J (nP) - 3 17� 3 r , ; - 'I � �► 1 21 F 1 4\ F 17 G Q 177 `1pi 5 `7 1 �o1G 2, 7 ��� F r— —� GF - i -e; � 2-I pl �9 F '`J 7 � 1 � F4 -69- - ,1:, 17 N 1 1 J 2 21 1 r l I l 2 cio F r 1 � --- F � `�21 F �' � � 21 - -F \ � - 7 ` ! 7 1 7` ,r .� ! s 27:29n IjI {� 1� �` \�! G1 l O - l�?J 23 G G 3 F F 16:18 "'}1 LJ—_.r�� f l G1 (,}- ' V23 23 PANEL ,M1* �. 4 we I/I 1 2� 23 G1�s� 23 23 - (� 4 G }'3 !! 4 T F F 23 23 2 Od :s (TYP) - 6 r 10 F 12:14 is r F 1 s--fo F 2� I l b®"P 4 - \ F $ } r {`y- f(] 1 - - I/ �I - c i ilf - 2 1 - NOTE: LIGHTING, RECEPTACLES, AND EQUIPMENT IN THIS AREA SMALL BE SERVED BY PANEL TYPE 2R. ELECTRICAL FLOOR PLAN 114" = V-9' UNITS 3D I:t PHD PROVIDE CEILING J-BOX FOR OPTIONAL FAN AND LIGHT KIT. PROVIDE SEPARATE SWITCHING FOR FANS AND LIGHTS. BOX SHALL BE RATED FOR FAN SUPPORT. �1 PROVIDE FRONT DOOR CHIME -BUTTON AT 48" A.F.F. AND WIRING TO INTERIOR CHIME. PROVIDE BELL TRANSFORMER 1N LAUNDRY ROOM. PROVIDE 120VAC FROM NEAREST UNSWITCHED RECEPTACLE CIRCUIT. 3 D SWITCH FOR UNDER -CABINET LTS (25). GENERAL NOTES I- RESTROOM EXHAUST FANS TO BE SUPPLIED/ INSTALLED BY MECHANICAL CONTRACTOR AND CONNECTED BY ELECTRICAL CONTRACTOR. 2- ALL RECEPTACLES SHALL BE UL LISTED AND TAMPER -RESISTANT. 3- PROVIDE WIRING FROM PANEL TO ROOFTOP CONDENSING UNITS PER PANEL SCHEDULE AND ROOF PLAN. PROVIDE NEMA 3R/4X PVC NON -FUSED PULLOUTS AT EACH CONDENSING UNIT. SEE ROOF ELECTRICAL PLAN. 4- WIRE EACH SMOKE/CARBON MONOXIDE DETECTOR TO UNSWITCHED SIDE OF NEAREST LIGHTING CIRCUIT. PROVIDE CONTROL WIRING AMONG ALL UNITS SO THAT ALARM ACTIVATION OF ANY ONE UNIT WILL ACTIVATE ALARM ON ALL DETECTORS WITHIN A DWELLING UNIT. 5- ALL CABINETS SHALL HAVE A TYPE "P" UNDER -CABINET FIXTURE. CONNECT TO KITCHEN LIGHTING. COORDINATE EXACT LOCATION WITH OWNER. 21 19 I __- _ INP 1-- 29 19 19 19 19 I � � 21 216 33 3 &; 35 z �! / F97 101, 3 21 -- i � _ �, G G q117 21 �s — � >1.71 bG �j' Fri"— F 3 _ /17 • 216— jDLF_ F90, am r.' F --- 1°1 .00 ! 17 21 ! 1 V21 zib 21 _q7 - b 17 2 f 1 � � 15 1 027.29 G1 -- - G !r/ {;� j 21 4 23 4 , r 1 \ ! 2 2 M\4 _ \ I 1 `. 1 p (�j 612:14 PANELjr=== Gj,, F r �� LJ - F 23 %+9- +:23 �./8 F. — F F 1 \ �1 23 23 G 23 G F4 i I, - � * L- I --L�IlL I 1 fa:18 2� . 8 4 4 ! F ! s (TYP) F 6 A ITIt 4 f'-4 2 0--- C - 1 Il— 6 F 6 - 4 4 NOTE: LIGHTING, RECEPTACLES, AND EQUIPMENT IN THIS AREA SHALL BE SERVED BY PANEL TYPE 2R. ELECTRICAL FLOOR PLAN 1 /4" = 1'4' UNIT 2E, 3E Et PHE C engineedag 4083 South U.S. Highway 1, Ste. 141 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engineers.com dasilva.david@ddac-engineers.com C.D.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER S,_ 2018 REVIEW SET El PERMIT SET BID SET ❑ CONSTRUCTION SET ❑ AS BUILT F� REVISIONS ,6DE COMPL'` NCi LUCIE COUNTY BCCC tr] 01 i■■■■■■■■■■■■■ I� Z z F-Ed M 0 0 A Z 0 W <m d� z p >1 0 x W z Q U CL• SHEET NO.: E-500 U w DRAWN: DP CHECKED: MP z APPROVED,MP Michael Pilo 50067l %► l I I I I i ll y/ Nt- l- P/[C3 It jZ /1fPillltt 0 LI-] OD 0 CN i 19 If WP - - - 21 9 19 19 i! fI ` 19 19 I. 21 Qf 216 � f 3 33 F 35 "" I— s 17 f ! / 39 � 3 I f 2110, f t 1 J 17 �W �� 7 F 1 l r •17 - 21 f : ti017 1 m} F---� F 2 T! �...I_ TT G �-- �'17 r -' -.* 21 �' t IF F 9 s F F t f17 3 ' 1 j 2 1 17 1 / I 11;13 F F _b 21 F I r 1 7 7 17 O3 I rf 15 1 27:29 $ $ 1 D I 1 G, ,T -[ �23 2 1 i 23 " i `� '� r f r F Gr• G F�"'j.- -_ 16:18 LJ4 J4 1 N.l G1 r PANEL GVF 2 24 + u 23 3 23 Q� I 20:22 \ 4 F �3 2 ,\� �' �4 223 23 F1 - - F _ F 23 6 \ 23 G 23 G 23 G 4P � � 2 �L _ t _ �4 12,14 F 10 %'. (TYP) ,.- — _0 J 2 l ��3C 6 4 F g - -- --: - qp 4 - eTF s- � I 2 WI d8 NOTE: LIGHTING, RECEPTACLES, AND EQUIPMENT IN THIS AREA SHALL BE SERVED BY PANEL TYPE 2R. 19 WP 1 - 21 19 19 21 #------- 19 fi 19 19 f /f r'=' -= I 1 21 oj*� 21 �:J `r r f 3 33 ) 21 � 1 r /' 35c __--- - F 917 _ ,r 3 r 21 17 U17 0 7 l' 17 - /Gor,21 / —� F 1:7/ i-•. j I ! lJJ17 170 j<1 21 216 l i F �`" •_` 17 6 17 r 15 1 27:29 G1 II p I 3 tr 0 - 23 2 r 23 � �'� \ , I F r -- . F l G r` G 1♦ -. _ Is'r 16:18 4 4 G F t'►1 ! G 1 r PANEL - l I 3 �3 I 23 2 20:22 \ 4 {' _r F F -- ' 0 2� ! `� _ _ P 23 23 23;'� > F1 j ` . 6 \� 23 F f 2 � 4 t,JJ 4 2 ZL . 6 f' `. 1214 10 Ir -�-� (nP) -- -, ,� F 20 4 F 8' 14 fl 1p - • _ li 4 i 8 NOTE: 1 - 1 LIGHTING, RECEPTACLES, AND EQUIPMENT IN THIS AREA SHALL BE SERVED BY PANEL TYPE 2R. 19 (,� � �` tip► � �'*. •, � �. J�3 A# 21J2135 F�3 t J 17 �. f (TYP) 3 1 21 - F r \ \ F 5 17 f `i 1� 1 9 Go 17 ,7 — 17 3 F �— �wF��� G 21 G 92 21 - ' 9 F , ''-'17 \ - "{ 17 r F 11.1, 1 F 21 - 7t + 21 F F F- -- , - 17 `17 � � � i � 121 -- z7:2GI �,9j'J 1 i {�]} 15 � r l `� 1 G, J - - 3 G 20:22 ..- �. - F f G 1 1 ,. I Gi - r — �,,, 4 - 2 2J F :; �3 -- =02 ` I PANEL (54m 1 12:14 10 F 23 G1 4`r r r r 2 O 23 I F 23 (`�� - 1�3 I - 4 r/f ,� i' li F F = 23 - FI G 23 23 = r/ ► I I rf � $ t `` \ . 1 16:18 4(f F' _. G (TYP) F €J 1 f F1 F06 __fj6 d NOTE: LIGHTING, RECEPTACLES, AND EQUIPMENT IN THIS AREA SHALL BE SERVED BY PANEL TYPE 2R. ELECTRICAL FLOOR PLAN ELECTRICAL FLOOR PLAN ELECTRICAL FLOOR PLAN 114' = V-0" UNIT 2G 1 /4" - ,'-G' UNITS 3G Et PHG NN) 114" = ,' 0., UNIT 2F, 3F Et PHF KEY NOTES PROVIDE CEILING J-BOX FOR OPTIONAL FAN AND LIGHT KIT. PROVIDE SEPARATE SWITCHING FOR FANS AND LIGHTS. BOX SHALL BE RATED FOR FAN SUPPORT. �� PROVIDE FRONT DOOR CHIME -BUTTON AT 48" A.F.F. AND WIRING TO INTERIOR CHIME. PROVIDE BELL TRANSFORMER IN LAUNDRY '- �' � ROOM. PROVIDE 120VAC FROM NEAREST UNSWITCHED RECEPTACLE CIRCUIT. SWITCHS BELOW THE COUNTER. GENERAL NOTES 1- RESTROOM EXHAUST FANS TO BE SUPPLIED/INSTALLED BY MECHANICAL CONTRACTOR AND CONNECTED BY ELECTRICAL CONTRACTOR. 2- ALL. RECEPTACLES SHALL BE UL LISTED AND TAMPER -RESISTANT. 3- PROVIDE WIRING FROM PANEL TO ROOFTOP CONDENSING, UNITS PER PANEL SCHEDULE AND ROOF PLAN. PROVIDE NEMA 3R14X PVC NON -FUSED PULLOUTS AT EACH CONDENSING UNIT. SEE ROOF ELECTRICAL PLAN. 4- WIRE EACH SMOKE/CARBON MONOXIDE DETECTOR TO UNSWITCHED SIDE OF NEAREST LIGHTING CIRCUIT. PROVIDE" CONTROL WIRING AMONG ALL UNITS SO THAT ALARM ACTIVATION OF ANY ONE. UNIT WILL ACTIVATE ALARM ON ALL DETECTORS WITHIN A DWELLING UNIT. 5- ALL CABINETS SHALL HAVE A TYPE "P"• UNDER -CABINET FIXTURE, CONNECT TO KITCHEN LIGHTfNG. COORDINATE EXACT LOCATION WITH OWNER. 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 G.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8, 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS N 1d IEWED FOR CohAPLIAE 0 IL) Z k IN 0 0 A z 0 14 h �a Q z _ Ln Ogg a_ t3 < SHEET NO.: ric E-503 J DRAWN: DP Z CHUCKED: MP APPROVED:MP � `�� .1 \G. wse i� �f 'F � 4�G pl/ -zUj ���►IIIIIt��r r-- I I I I I I I I I I 11 LO m r•.n I: ao a (14 01 -----------------=--------------- --- _ I � I I k I I I I I I I { I t I I i f11IICl. I:I Cr_f lIl1 L 71.11:1: fi E�]T rTfL�1lT_I :LLILUJILLI I ALL CONDUITS IN THIS AREA SMALL BE RUN EXPOSED CONDUITS FOR UNITS'U' ON GARAGE CEILING. IN FLOORS 2nd TO 4th_ SEE SINGLE LINE DIAGRAM E7.4 FOR FEEDER SIZES CONDUITS FOR UNITS "E" b a- IN FLOORS 2nd TO 4th. L-. f I � 1.5" CONDUITS FOR - CATVICOMM SYSTEM. I I s . I ! I I � I i I , � I I I I I - - ,_- .,. _.1L111 l l( JI - I,,.l I.: �I fl':II_ II' •I.1.L- _ METER CE ER MCM ' ! 111-1 JLiT l I f - ~1 I COMM. PANEL CM I :IA I,• III _..,_: _ . ...._. . s= -- -- _ -- l.. I i - Lil _e L ItLI LI�i11 TlTrr r l n rG n rrrilL tl TO TELCO EASEMENT ELECTRICAL FLOOR PLAN GARAGE 118" = V-U" ---------------------------------! i ! I P 1 I I 1 I I I I t I I I I t F 7.TT1 .� fI� I� 71 F r I - I fE ALL CONDUITS IN THIS AREA SHALL BE RUN EXPOSED ON GARAGE CEILING - SEE SINGLE LINE DIAGRAM E7.0 FOR FEEDER SIZES CONDUITS FOR UNITS IN FLOORS Znd TO 4th. 15' CONDUIT FOR CATVICOMM SYSTEM. 7 F-i -F I '2 I J_ riles - - I METER CENTER MCS MAHI-MAHI CONDUITS FOR UNITS'"P' / IN FLOORS 2nd TO 4th. q p I I I I I I I -- - - ;Iri:1TI 1.1 lA, 11ILT±L� i �ZII..P.I , T., L. I I I PULL BOXES 3U' x 36" x 9" (4 EACH, TYP) CONDUITS FOR UNITS "G" IN FLOORS 2nd TO 4th. _- - 4 ET METFT n -I -�1 METER - - r-- PANEL M ZS�------ TO POWER COMPANY TRANSFORMER. I I I I I I I I I I I I I I I I I I I I I I I I I I 1TfT1TfTTTTTI'T1T, T'i T FFT : '.'T'f I Y I is 'ill •—ITTTTTT. - ^I CONDUITS FOR UNITS "B" IN FLOORS 2nd TO 4th. PULL BOXES 24" x 36" x 9" (3 EACH, TYP) COMM. PANEL CS ! C3:I r-lllllf �- PANELS : - IF 4--METER 14\ UNDERGROUND SERVICE TO THE POWER COMPANY TRANSFORMER. ELECTRICAL FLOOR PLAN GARAGE SAILFISH 1.5" CONDUIT FOR CATVICOMM SYSTEM. T= - - I I I I I I -J 4083 South U.S. Highway 1, Ste, 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.ddc-engincers.com dasiiva.david@ddc-engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 8, 2018 REVIEW SET PEROT SET BID SET CONSTRUCTION SET AS BUILT REVISIONS a' 01I I■■■■r■■■■■■■■ U a I~4 z 0 0 Z 94 H i� 0 Fy z Ln J W a J SHEET NO.: J 4 E-600 U DRAWN: DP U W CHECKED: MP -j W APPROVED:MP wr�l�I�.a� �,r! f �w■■w� e d. r s UJ •� j OW- r1111 ROOF 4th FL 3rd FL 2nd FL GARAGE m ELEVATOR CONTROLLI ELEVATOR DISCONNECT — PROVIDE LOCKABLE HANDLE 100 AMP DUAL -ELEMENT, TIME DELAY, 3-POLE. LABEL PER NEC 695 SAILFISH TOWER M►AH I -MAH I TOWER ELEVATORELEVATOR ELEVATOR ELEVATOR MOTOR NORTH MOTOR SOUTH MOTOR SHAFT LIGHT 4 #310, 1 #6 G, 2" C (TYP) 4 #310, 1 #6 G, 2" C (TYP) SERVICE SHUNT TRIP STATION NOTE: COORDINATE WITH FPL TO PROVIDE TAP EXTENSION COMPARTMENT, TO ACCOMMODATE THE LARGE W1IhMPFR nF SFRVIrF 4 #310, 1 #G G, 2" C (TYP) SERVICE SHUNT TRIP STATION OWN MFrFR rFNTER_ M WA ME 4 #310, 1 #6 G, 2" C (TYP) ACCESSIBLE INTERSYSTEM TERMINATION ACCESSIBLE INTERSYSTEM TERMINATION BAR IN ACCORDANCE WITH NEC 250-94 BAR IN ACCORDANCE WITH NEC 250-94 �� • ,- BUILDING FOUNDATION STEEL (LIFER GROUND) L 3 GROUND RODS, 20- X 314"D, ON A TRIANGLE PATTERN, SEPARATED BY 10' EA, METALLIC WATER SERVICE PIPE F TE:NDUCTORS SHALL BE UNLESSCOPPER E'UTHERW 5ENOTED J ELECTRICAL RISER N.T.S. BUILDING FOUNDATION STEEL (UFER GROUND) L 3 GROUND RODS, 20' X 314"D, ON A TRIANGLE PATTERN, SEPARATED BY 10' EA. METALLIC WATER SERVICE PIPE ELEVATORS DISC. PROVIDE LOCKABLE HANDLE, 100 AMP DUAL -ELEMENT, TIME DELAY, 3-POLE. LABEL PER NEC 595 CAB LIGHT & FAN DISCONNECT, 30A, 2 POLE FUSED AT 15 AMP LOCKABLE HANDLE (TYP) c engineering inc ELEVATOR 4083 South U.S. Highway 1, Ste. 101 SHAFT FAN Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.dde-engincers.com dasilva. david(a7,ddc-engineers. corn C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: SHAFT LIGHT DISCONNECT 30A, 2 POLE FUSED AT 15 AMP LOCKABLE HANDLE (TYP) DATE NOV'EMBER 8, 2018 REVIEW SET PERMIT SET BIT] SET Q CONSTRUCTION SET AS BUILT n REVISIONS G Q ■■■■■■■■■■■■■ U PA z z Fy 0 0 0 P z 0 W > ­4" +� a ga ago 0 (4 U , ca I+rrl Q a SHEET NO.: L U z E-700 _j w J DRAWN: DP Q CHECKED: MP z APPROVED;IP Ln 0967t rrr t � No• 5p067 -- lam � N NOTES 1. ACTIVATION OF ELEVATOR LOBBY HEAT OR SMOKE DETECTORS SHALL ACTIVATE ELEVATORS RECALL SYSTEM OPERATION. ELEVATOR SHAFT AND LOBBY SMOKE DETECTORS SHALL BE SUPERVISED BY THE FIRE ALARM CONTROL SYSTEM. - 2. PROVIDE DUCT DETECTOR REMOTE TEST STATION AND STATUS LIGHT IN CLOSE PROXIMITY TO DEVICES. ROOF 3. A FIRE ALARM INITIATION SHALL SHUTDOWN ALL AIR HANDLING UNITS IN GENERAL COMMON AREAS OF (ELEVATOR LOBBY SMOKE DETECTOR) THE RESPECTIVE BUILDING. 4. THIS LAYOUT INDICATES INTENT. CONTRACTOR SHALL ENGAGE A CERTIFIED ALARM CONTRACTOR FOR UNIT A UNIT B UNIT C UNIT D UNIT E 4 DETAILED DESIGN OF FIRE ALARM SYSTEM AND INTERFACE WITH FIRE SUPPRESSION SYSTEM ANDO-G-0"0-0-" ELEVATOR RECALL SYSTEM, UNIT A UNIT B UNIT C UNIT D UNIT E 5. APARTMENT UNITS SMOKE DETECTORS SHALL CONSIST OF IIO-VOLT UNIT, SEPARATE FROM ADDRESSABLE CENTRAL SYSTEM. ALL DETECTORS WITHIN AN APARTMENT SHALL BE INTERCONNECTED SUCH THAT NOTE 8 ACTIVATION OF ONE DETECTOR TRIGGERS ALARM ON ALL UNIT DETECTORS. 4TH FLOOR 6. COORDINATE LOCATION OF FIRE SUPPRESSION FLOW SWITCHES FOR ELEVATOR MACHINE ROOM AND (ELEVATOR LOBBY SMOKE DETECTOR) ELEVATOR HOISTWAY WITH FIRE SUPPRESSION CONTRACTOR. FLOW SWITCHES SHALL BE CONNECTED TO ACTIVATE SHUNT TRIP DEVICE FOR ELEVATOR DRIVE CIRCUIT BREAKER, SEE E-5.4 UNIT A UNIT B UNIT C UNIT D UNIT E 7. A FIRE FIGHTER ACCESS BOX SHALL BE PROVIDED AT LOCATION ACCEPTABLE TO THE FIRE OFFICIAL 8. PROVIDE MONITORING UNIT AND ANNUNCIATION PANEL FOR BI-DIRECTIONAL ANTENNA EMERGENCY UNIT A UNIT B UNIT C UNIT D UNIT E SERVICES COMMUNICATIONS SYSTEM. CONTRACTOR SHALL PROVIDE A TWO-WAY RADIO, BI-DIRECTIONAL ANTENNA EMERGENCY SERVICES COMMUNICATIONS SYSTEM FOR IN -BUILDING PUBLIC SAFETY, CONSISTING OF AMPLIFIERS, 3RD FLOOR N01E $ BI-DIRECTIONAL ANTENNAS, AND A MONITORING SYSTEM AS REQUIRED FOR NFPA 1, NFPA 72 (2013 EDITION), AND NFPA 1221 (2016 EDITION) COMPLIANCE. (ELEVATOR LOBBY SMOKE DETECTOR) SYSTEM SHALL BE DESIGNED AND PROVIDE COVERAGE AS REQUIRED BY THE BREVARD COUNTY OFFICE OF EMERGENCY MANAGEMENT (PUBLIC SAFETY DISTRIBUTED ANTENNA SYSTEM FOR IN -BUILDING TWO-WAY RADIO (800 MHZ) COMMUNICATION). UNIT A UNIT B UNIT C UNIT D UNIT E SYSTEM SUPPLIER SHALL PROVIDE DOCUMENTATION TO DEMONSTRATE RADIO SIGNAL STRENGTH IS IN 0-0-"] ACCORDANCE WITH NFPA 1, SECTION 11.10 (TWO-WAY RADIO ENHANCED SYSTEMS) UNIT A UNIT B UNIT C UNIT D UNIT E �� 0AD-G-" 0-01G- 2ND FLOOR NOSE 8 RECALL SYSTEM RECALL SYSTEM ALPHANUMERIC CONTROLLER CONTROLLER (ELEVATOR LOBBY SMOKE DETECTOR) ANNUNCIATOR ELEVATOR ##1 ELEVATOR #2 C 0 7t Ln 9N «2 a 0. BI-DIRECTIONAL ANTENNA (TYPICAL, PROVIDE AS REQUIRED) 4TH FLOOR I1R01atiIohl 2ND FLOOR NOTES: 1. ALL CONDUITS PENETRATING RATED WALLS AND FLOORS SHALL BE SEALED AROUND PENETRATION WITH FIRE -RATED CAULK IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS FOR APPLICABLE U.L. LISTING. 2. ALL J-BOXES ON COMMUNICATIONS RISERS WITHIN DWELLING UNITS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION, AND PROVIDED WITH BLANK COVERPLATE. ROUTE DWELLING UNIT CABLING WITHIN WALLS AND ABOVE ACCESSIBLE CEILINGS. DO NOT PENETRATE RATED WALLS WITH BARE CABLES. 3. INCREASE THE SIZE OF ALL CONDUITS AS REQUIRED TO LIMIT PULLING TENSIONS TO MANUFACTURER'S RECOMMENDED MAXIMUM. PROVIDE PULL BOXES BETWEEN RISERS AND T.T.B. WHERE THE NUMBER OF BENDS EXCEEDS 270 DEGREES. 4. CONDUIT 517E IS BASED UPON 0.20" OUTER DIAMETER CABLE (MAXIMUM). USE LARGER CONDUITS AND J-BOXES AS REQUIRED IF CABLE DIAMETER 15 LARGER. 5. COORDINATE INSTALLATION OF SERVICE WITH SERVICE PROVIDER ONLY IN ua LLJ u.j u-i w ... •� �• •• . w.m EMERGENCY SERVICES FIRE MAHI-MAHI RADIO SYSTEM ALARM GARAGE MONITORING AND CONTROL ANNUNCIATION PANEL PANEL ADDRESABLE (ELEVATOR LOBBY SMOKE DETECTOR) EMERGENCY Ln ANTENNA a ANTENNA LOOP SERVICES BDA AMP. a AMP SYSTEM AMPLIFIER a AC POWER STATUS M BATTERY a AC POWER CHARGER VOICE EVAC. COMM SYSTEM BATTERY Ul HARDER TATUS BATTERY ALARM BATTERY BACKUP MODULE BACKUP 120 V FROM 120 V FROM 120 V FROM PANEL NIS PANEL NIS PANEL NIS FARE ALARM RISER N.T.S. TYP FOR EACH TOWER 1.5" CONDUIT BY CONTRACTOR, FIBER OPTIC CABLE BY PROVIDER COIL 10'OF #6 GND AT T.T. B. TO ELECTRICAL SERVICE GROUNDING ELECTRODE ELEVATOR EQUIPMENT ROOM SEE DRAWING E6.0 2-3"C TO AT&T EASEMENT; VERIFY EXACT TERMINATION LOCATION WITH SERVICE PROVIDER 4TH FLOOR 3RD FLOOR 2ND FLOOR COMMUNICATION RISER DIAGRAM N.T.S. TYP BOTH TOWERS TO ELECTRICAL SERVICE (,ROUNDING ELECTRODE LEAS IPMENT ROOM 0 :T PROVIDER 4TH FLOOR 3RD FLOOR 2ND FLOOR GROUND FLOOR 4TH FLOOR e;► l040 2ND FLOOR C engineen*nq inv 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Phone 321.633.4522 Fax 321.633.4528 www.dde-enginecrs.com dasilva.david@ddc,engineers.com C.O.A.: 25988 DDC PROJECT NO.: 18070 CONSULTANTS: DATE NOVEMBER 81, 2018 REVIEW SET PERMIT SET BID SET CONSTRUCTION SET AS BUILT �l I NAli MI*]m 0 z lu z 1�1 z F�1 0 0 A Z 0 W N > z 04 W o 0 � "94 � ZF W a a cn 0 x � � V Z Fy Fy A Q V Ld r� V Q SHEET NO.: E-701 :2- j Q DRAWN: DP W 0:� CHECKED: MP L.L. APPROVED:MP Michael No o r C) F� G. �r N A L f 10 PANEL: �. RATING: 225 AMP MCB LUG LOCATION: BOTTOM A.I.C• : 22,000 SERVICE: 20$112o V. 3-P, 4-W MOUNTING: SURFACE CKT. KVA CKT. BRK- BRANCH CIRCUIT T CKT. EQUIPMENT SERVED KVA CKT. BRK. BRANCH CIRCUIT No_ EQUIPMENT SERVED A B C PL. TP. 0 N GND C No. A B C PL. TP. 0 N GND C 1 GARAGE RCPT 1.1 ELEV. SUMP RCPT ELEV. SUMP PUMP . GARAGE DOOR MOTORS 1.0 0.4 _ 1 20 12 12 12 17 3/4" 3/4" 2 GARAGE LTS GARAGE LTS STAIR LTS 0.2 1 20 12 12 12 3/4" 3 1 20 12 12 4 0.2 i 20 12 12 12 12 12 3/4" 5 0.5 1 " 1 . 1...... 3 20 12 12 12 3/4" 6 0.5 1 20 12 3/4" 7 20 12 12 12 3/4" 8 2nd FLOOR HALLWAY L+R 0.7 1- 20 12 12 12 3/4" 9 ELEV. TOP L+R ' - -' 0.3 - 1.9 20 12 12 12 3/4" 10 3rd FLOOR HALLWAY L+R 0.7 1 20 12 12 12 3/4- 11 ELEVATOR MOTOR 40 2 - 8 1.5" 12 4rd FLOOR HALLWAY L+R 0.7 1 20 12 12 12 12 12 3/4" 3/4" 3/4" 13 1.9 1.9 „ 14 16 ROOF L+R 0.7 0.1 1 20 12 12 15 GARAGE BATHROOM 1 20 12 12 17 19 -----.. 20 EXTERIOR LIGHTS 0.5 1 20 8 8 10 3/4" 21 23 AC-51 E " 0.1 AC -SIB -- - 0.1 2- 15 12 - 12 314" 24 25 0.1 " 15 26 27 29 2 12 12 - - 12 12 314" 28 CU-S1E . 11 2 15 12 - 12 314" 0.1 „ 30 " 1.2 » " 31 AC-S1A.1 TO S1A.4 0.4 2 15 3/4" 32 CU-SIIA 1.2 2 15 12 - 12 3/4" 33 35 0.4 „ 34 1.2 ., AC-S1CA TO S1C.3 - » 0.3 AC-S1D 1 TO S1D.4 -._ _-- -- 0.4 0.3 0.4 2 15 12 - 12 314" 36 CU-SIB 1.2 2 20 12 12 3/4" 37 39 41 43 2 _ " 39 " 1.8 12 314" 40 CIS-S1C _-' 1.2 2 15 12 - 12 3/4" ..�15 _12 » _- 42 44 46 48 50 1.2 " CU-S1D 1.2 2 15 12 - 12 314" 45 .. 1.2- 47 49 - SPD 3 30 10 10 10 314" 51 52 ,P 53 54 „ TOTAL 4.8 3.5 3.3 TOTAL TOTAL 5.1 4.6 5.0 EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD LIGHTING 6t RECEPTACLES EQUIPMENT HVAC 14.4 6.9 7.4 1.0 1.0 . 1.0 14.4 6.9 7.4 - 28.7 79.8 1.0 1.0 1.0 TOTAL AMPS PANEL: M MATING: 225 AMP MCB LUG LOCATION: BOTTOM A.I.C.: 22,000 - SERVICE: 208/120 V. 3-P, 4-W MOUNTING: SURFACE KVA CKT. BRK. BRANCH CIRCUIT KVA CKT. BRK. BRANCH CIRCUff CKT. EQUIPMENT SERVED - - CKT, EQUIPMENT SERVED No. A B C PL. TP. 0 N GND C. Na• A 8 C PL. TP. 0 N GND C 1 3 GARAGE RCPT GARAGE RCPT 1.4 1 20 12 12 12 3/4" 2 GARAGE LTS GARAGE LTS 0.4 1 20 12 12 12 3/4" 1.1 1 20 -12 12 12 3/4" 4 0.3 1 20 12 12 --'12 3/4" 5 7 GARAGE DOOR MOTOR 1.0 1.9 1 1 20 12 12 12 3/4" 6 STAIR LTS 0.7 0.5 1 1 20 20 12 12 12 12 12 12 3/4" 3/4" 1.0 20 12 12 12 3/4' 8 -- - -- 2nd FLOOR HALLWAY L-}R 3rd FLOOR HALLWAY L+R 9 ELEV. TOP L+R 0.6 1.9 .. 1 3 20 12 12 12 3f4" 10 0.7 1 20 12 12 12� 3/4" 11 13 ELEVATOR MOTOR 1.9 40 2 - 8 1.5" 12 4rd FLOOR HALLWAY L+R 0.7 1 20- 12 12 12 3/4" 14 ROOF L+R 0.7 1 20 12 12 12 3/4" 15 - 15 1.6 17 - ELEVATOR MOTOR 1.9 .• 3 40 2 - 8 . 1.5" 18 GARAGE EXHAUST (2) 0.2 1 20 12 112 12 10 314" 3/4" 19 21 " 1.9 1.9 4.5 20 CU-M1 E 1.6 2 30 10 - „ 22 23 AC-M1 E 2 50 8 - 10 314" 25 4.5 26 EXTERIOR LIGHTS 0.5 1 20 8 „ 8 10 3/4„ 27 29 AC-M1 A.1 TO M1 A.4, M1 B. 1, M1 B.2 0.6 0.5 0.6 0.1 J.1 2 15 15 " 12 12 12 12 314" 30 1.2 2 » 1 0,5 2 „ 31 33 AC-MIC.1 TO M1C.4, M10.1 " 3f4" 32 CU-M1B 1.2 2 15 12 - 12 3/4" 34 1.2 " - 35 AC-MID.2 0.1 2 2 15 12 12 3f4" 36 CU-M1C 1.2 1.2 2 15 12 12 314" 12 12 314" 38 0 42 CU-M1 D " 15 39 45 .47 AC-MI18.3 1.2 2 15 12 - 12 3/4" 1.2 „ 46 30 - ELEV. SUMP PUMP 1.0 1.0 f 1 20 20 12 12 12 12 12 12 3/4" 3/4" 48 SPD 49 ELEV. SUMP PUMP 50 3 10 10 10 3/4" 51 53 52 TOTAL 7.4 10.8 9.9 TOTAL TOTAL 6.3 6.2 5.0 EQUIPMENT SERVED CONK. LOAD LF DF DESIGN LOAD LIGHTING EL RECEPTACLES EQUIPMENT HVAC 6.5 - 1.0 1.0 6.5 14.Z 26.9 47.6 132.3 14.2 1.0 1.0 1.0 26.9 1.0 1 TOTAL AMPS 01 PANEL: 2R (ALL 2 BEDROOMS UNITS) CKT. No. EQUIPMENT SERVED KVA - - -_ A 1 _KITCHEN KITCHEN RCPT ("") 0.7 3 RCPT"] Ty 0:7 5 GARBAGE DISPOSAL ("*j - 0.5 7 DISHWASHER"`) �1.2� 1.2 9 MICROWAVE/HOOD {"') 11 13 RANGE (.*) 1.5 1.5 15 REFRIGERATOR (*") 1.2 -- 17 KITCHEN LTS ("*) `0.1 --- 19 LIVING ROOM L+R MASTER BEDROOM L+R {"] MASTER BEDROOM R/R {**) 21 1.7 23 0.2 25 KITCHEN CABINET LTS 0.2 0.8 27 KITCHEN OVEN {"") -� 29 0.8 31 WINE COOLER W ICE MAKER _.._..- 1.6 33 1.8 - -- 35 37 39 41 TOTAL 8.5 8.3 EQUIPMENT SERVED LIGHTING & RECEPTACLES Et APP FIRST 10 KVA LIGHTING I± RECEPTACLES REST HVAC RATING: 200 AN,P MCB LUG LOCATION: BOTTOM SERVICE: 2081120 V. 1-P, 3-W MOUNTING: SURFACE CKT. BRK. BRANCH CIRCUI_" CKT. ICWA EQUIPMENT SERVED PL. TP. 0 N GND C NO- A B 1 1 20 20 12 12 12 12 �12 T 12 I/4" 2 HALLWAY L+R r) 0.6 1.1 12 :3/4" 44 SECD. BEDROOM L+R [* �} - 1 20 12 12 314" 6 _ SECD. BEDROOM R/R { 0.2 1 1 2 1 1 20 20 40 20 20 20 20 20 20 30 12 12 8 12 12 - 12 12 10 12 -12 12 :314' I/4" '.1/4" 144" _114" :J14' 8 AUX. R/R ("} WASHMACHINE ("") DRYER ("") 0.2 .._ 10 1.2 -- 12 1.5 14 1.5 12 12 _ 16 WATER HEATER 2,2 _- 12 12 12- 12 - 18 20 11 2.2 1 A/C 2.2 1 1 12 12 12 10 12 -12 12 - 12 12 12 10 -S/4" 314" 314" 3 14" _m - - 22 " - Cu ��} " -- - - 2.2 24 26 _28� V 2.1 2.1 � -- ^- --- 1 Z 30 20 12 12 -12 12 ?• 14" . 314" 32 1 1 - --- 34 3fi-- 20 12 12 A. 1. C.: 1o,a00 CKT. BRK. BRANCH CIRCUIT C PL. TP- 0 N GND C 1 20 12 12 12 3/4" 1 - 20 12 12 12 3/4" 1 1 20 20 30 12 12 12 3/4" 314" F34�"2 12 10 12 10 12 10 1 30 10 - 10 2 30 10 - 10 3/4" 314" 314 2 50 8- - 10 -10 2 30 10- 3 30 10 10 10 314" 42 TOTAL TOTAL 10 A 9= CONN. LOAD LF DF DESIGN LOAD (*) BRANCH FEEDER LENGTHS OVER 89 SHALL BE 10.0 1.0 1.0 10.0 INCREASED TO THE NEXT SIZE. - - -___ _. _- __.. ._. (**) ARC- FAULT C. B. 27.5 - 1.0 0.4 11.0 (•**] GFI-CIRCUIT BREAKER. 4.4 1.0 1.0 4A TOTAL 25.4 - -- AMPS ----- 122.1 38 SPD 40 PANEL77 : R RATING; 200 AMP MCB LUG LOCATION: BOTTOM J (ALL 3 BEDROOMS UNITS} SERVICE: 2081170 V. 1-P, 3-W MOUNTING: SURFACE CKT. No. EQUIPMENT SERVED KVA- CKT, BRK. BRANCH CIRCUIT CKT. EQUIPMENT SERVED KVA - A B C PL. TP. N GND � � A B 1 KITCHEN RCPT [`") 0.7 1 -1 20 12 12 12 3,'4" 2 HALLWAY L+R {"'] 0,6 3 KITCHEN RCPT ("") 0.7 20 12 12 12� 314" 4 SECD. BEDROOM L+R 5 GARBAGE DISPOSAL (") 0.5 - .._.. 1 20 12 12 12 3,14" 6 SECD. BEDROOM R/R ("*j 4.2 __..�. 7 DISHWASHER {*") 1.2 ~ 1 20 12� - 12- -12 3,A" $� AUX. RIR ("*) -..-- ---- 0.2 9 MICROWAVE/HOOD {") 1.2 1 20 12 12 12 3/4" .10 WASHMACHINE ("') 1.2 11 RANGE (**) 1.5 2 40 8 10 14" 12 DRYER {"j _- 1.5 13 " 1.5 „ w 14 1.5 15 REFRIGERATOR ("") 1.2 1 20 12 12 12 3) 4" 16 WATER HEATER I[-)� � 2 2 17 KITCHEN LTS [ ) . 0.1 - 1 20 12 ... 12 12 .. 3► ,- 18 2.2 ..-- 19 LIVING ROOM L+R (r) 1.1 1 _ 20 12 12 12 3► 4" 20 A/C ('�) i- � 2.2 21 MASTER BEDROOM L+R ('°' ]rv_ 1.7 4 W 1 20 12 12 12 3i 4" 22 - - 2.2 23 MASTER BEDROOM RIR {"•) 0.2 1 -20 -12 12 12 3► 4" - 24 CU C) - - -- - - 2.7 25 KITCHEN CABINET LTS 0.2 1 20 12 12 12 314" 26 " 2.7 27 r KITCHEN OVEN `" [ ) . ...... _ 0.8 2 30 10 - - 10 3J4" - 28 + 29 „ ----- - 0.8 » 30 - 31 AUX. ROOM 1.1 _ --- 1 20 12 12 112 3/4" 32 - - - --� 33 WINE COOLER 1.8 1 20 12 12 12 3/4" 34 35 ICE MAKER -- - - -- 1.6 1 20 12 12 12 3/4" 36 37 38 -- S.PD 39 40 41 A.I.C.: 10,000 CKT. BRK. I BRANCH CIRCUIT C PL. 1 TP. 20 0 12 1 N 12 GND 12 C 314" 1 20 12 12 12 3/4" 1 20 12 12 12 T12 - 10 - 3/4" 3/4" 314" 1 20 12 12 10 1 30 1€l 2 30. 10 - _ 10 314" 2 30 10 - 10 3/4" 2 50 8 - 10 3/4" 2 30 i0 - 10 3/4" 3 30 10 10 10 1 314" TOTAL 8.5 9.4 TOTAL TOTAL 10.6 9.9 EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD (*) BRANCH FEEDER LENGTHS OVER 80' SHALL BE LIGHTING It RECEPTACLES EL APP FIRST 10 KVA 10.0 1.0 1.0 10.0 INCREASED TO THE NEXT SIZE. 'LIGHTING R RECEPTACLES REST 28.6 1.0 0.4 11.4 _ _ (*"") GFI-CIRCUIT BREAKER. HVAC. 4.4 1.0 1.0 4.4 -^ TOTAL. 25.8 - _- AMPS _ ` 124.2 VOLTAGE DROP AND SHORT CIRCUIT SUMMARY # 1 2 - 3 PANEL - MCS MCM FROM MAIN XFMR MAIN XFMR _ VOLT .208 z08 _ ~ AMP (T) 600 500 AMP (R) 311 4U2 54 DIST (i#) 145 - 115 MAT AL AI_ # 2 2 500 - 500 N 500 500 GND - C 4" 4" VQI# Drop (%] 0.$1% - _ .0.83% S MAIN XFMR MAIN XFMR 208 225 148 AL 1 300 300- 4 12 13 M 208 208 225 200 63 112 AL 1 300 300 - 3" 0.42% 0.54% UNIT 2A UNIT 3A ~ INKS 142 59 69 79 Cu 1 3/0 3/0 6 . 2" _MCS - -MCS MCS MCS MCS 208 -208 200 142 Cu 1 310 310 6 2" 0.63% 14 15 UNIT PHA UNIT 2B UNIT 3B UNIT 46 UNIT 2C UNIT 3C - UNIT 4C UNIT 2D UNIT 3D -UNIT 4D UNIT 2E UNIT 3E 200 --- 142 Cu 1 310 1 3/0 6 6 6 2" 2" 2" - 0.72% 208 200 142 45 Cu 1 3/0 310 3/0 0:41% 16 208 s 200 142 Cu 1 310 0.50% 17 208 Z08 - Z08 .208 208 208 200 200 20 200 200 200 200 200 200 200 200 142 142 - 142 _55 65 86 - 96- 106 Cu Cu -- 1 3/0 310 6 . 2" - 0.59% 18 MCS - . - MCS _MCS MCM- ^MC M -MCM - - MCM 1 3/0 310 6 2" 0.7$% 19 Cu 1 3/0 3/0 6 2" 0.88% 20 142 Cu Cu 1 1 310 3/0 310 310 6 6 2" 2" 0.97% 0.98% 21 22- 23 24 25 142 142 108 118 178 So Cu 1µ 3f0 310 6 2" 1.08% 208 142 142 142 142 142 142 142 Cu 1 3/0 3/0 6 2" 1..17% 208 208 208 Cu 1 3/0 3/0 6 2" _ 0.54% _ MCM - MCM'� 6S 79 37 47 57 Cu 1 310 310 fi 2" 0,63% - 26 UNIT 4E� Cu 1 3/0 311) 310 310 6 2" 0.72% 27 UNIT 2F UNIT 3F MCM 208 200 200 200 200 200 Cu 1 6 2' �0,34% 28 MCM 208 208 Cu 1 . 310 c3/0 3/0 6 2" 0.43% 29 UNIT 4F UNIT 2G MCM MCM CU 1 310 6 2" 0.52% 30 208 208 142 142 78 88 Cu Cu 1 310 3/0 6 2"� 0.72% 37 UNIT 3G UNIT 4G MCM McM 1 310 310 6 2" 0.80% 32 208 200 142 98 Cu 1 3/0 310 6 2" 0.89% APARTMENT UNITS: DEMAND, MAINS, AND SERVICE CALCULATIONS TYPICAL APARTMENT CONNECTED LOADS - BY APARTMENT TYPE: TYPE., "A", "B", "C": 25.KVA ]-{FROM PANEL SCHEDULES) TYPE: " "D", "E", F", "G": 25.8 KVA SAILFISH: -METER CENTER MCS: ("A" + "S" + "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 13a KVA MAHI-MAHI: • METER CENTER MCM: ("D" + "E" + 7' + "G") x 3 FLOORS u (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 MAHI-MAHI 177 KVA TOTAL BUILDING: SAILFISH: 135 KVA MAHI-MAHI 172 KVA 307 KVA j 307, 000 VA = 953 AMP EVx1.73 AFC (AMP) 12,156 12,210 - 9,302 9,181 7,004 - 6,722 6,463 7,440 7,123 6,832 - 6.,292 6,064 5,852 5,764 5,572 5,392 6,964 6,686 6,429 7;631 7,298 ~6,993 - 6,429 6,183 5,970 4083 South U.S. Highway 1, Ste. 101 Rockledge, Florida 32955 Plane 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 HID SET El CONSTRUCTION SET El AS BUILT L w � aA REVISIONS e C) y ............. V 11.4 z W I� 0 R z 4' d W :z 0 U W I J III 0 f .. � O J dd r� d SHEET NO.: LL1 E-800 U J Lit DRAWN: DP CHECKED: MP APPROVED: MP Michael No L P// f�1 1 w w� � • . rr� 0. `s O I.bR � •'• C7i . f /1S1ONA� IIfl11 r',r}y�'s .. . n. ,. i.• "rE'ill$. P3T� A F�. RATING: 225 AMP MCB LUG LOCATION: BOTTOM A.I.C.: 22, PANE _ SERVICE: 208/120 V. 3->4-W MOUNTING: SURFACE CKT. EQUIPMENT SERVED CKT. EQUIPMENT SERVEDKVA CKT. BRK. BRANCH CIRCUIT KVA CKT. BRK_ BRANCH CIRCUIT No. A B I C PL. TP. 0 N IGNDI C No. A B I C PL. TP. 0 N GND C 1 GARAGE RCPT 1.1 1 20 12 12 12 314" 2 GARAGE LTS 0.2 1 20 12 12 12 3/4" 3 ELEV. SUMP RCPT 0.4 1 20 17 12 12 314" 4 GARAGE LTS 0.2 1 20 12 12 12 3/4" 5 ELEV. SUMP PUMP 0.5 1 20 12 12 12 314" 6 STAIR LTS 0.5 1 20 12 12 12 3/4" 7 GARAGE DOOR MOTORS 1.0 1 20 12 12 12 314" 8 2nd FLOOR HALLWAY L+R 0.7 1 20 1.2 12 12 3/4" 9 ELEV. TOP L+R 0.3 1 20 12 12 12 314" 10 3rd FLOOR HALLWAY L+R 0.7 1 20 12 12 12 314' 11 ELEVATOR MOTOR. 1.9 3 40 2 - 8 1.5" 12 Ord FLOOR HALLWAY L+R 0.7 1 20 12 12 12 3/4' 13 1.9 14 ROOF L+R 0.7 1 20 12 12 12 3/4" 15 1.9 16 GARAGE BATHROOM 0.1 1 20 12 12 12 314" 17 18 GARAGE EXHAUST (2) 0.2 1 20 12 12 12 3/4" 19 20 21 22 23 AC-S1E 0.1 2 15 12 - 12 3/4" 24 25 0.1 „ 26 27 AC -SIB 0.1 2 15 12 - 12 3/4" 28 CU-S1 E 1.2 2 15 12 - 12 314" 29 0.1 " 30 1.2 „ 31 AC-S1A.1 TO S1A.4 0.4 2 15 12 - 12 3/4" 32 CU-S1A 1.2 2 15 12 - 12 3/4" 33 0.4 „ 34 1.2 35 AC-S1CA TO 51C.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 AC-S1D_1 TO S1D.4 0.4 2 15 12 - 12 3/4' 40 CU-S1C 1.2 2 15 12 - 12 3/4" 41 0.4 „ 42 „ 1.2 " 43 44 CU-S1D 1.2 2 15 12 12 314" 45 46 „ 1.2 „ 47 48 49 50 SPD 3 30 10 10 10 3/4" 51 52 „ 53 54 " TOTAL 4.8 3.5 3.3 TOTAL TOTAL 4.6 4.6 5.0 EQUIPMENT SERVED CONK. LOAD LF DF DESIGN LOAD LIGHTING Et RECEPTACLES 43.4 1.0 1.0 43.4 EQUIPMENT ### 1.0 1.0 ### HVAC 15.2 1.0 1.0 15.2 - 58.6 TOTAL AMPS 162.9 PANEL. m RATING: 225 AMP MCB LUG LOCATION: BOTTOM AJ.C.: 22,090 - SERVICE: 209/12o_V._3-P, 4-W MOUNTING: SURFACE CKT EQUIPMENT SERVED EQUIPMENT SERVED KVA CKT. BRIO. BRANCH CIRCUIT CKT. KVA CKT. BRK. BRANCH CIRCUIT No. A B I C PL. TP. 0 N GND C NO- A B I C PL. TP. 0 N GND C 1 GARAGE RCPT 1.4 1 20 12 12 12 314" 2 GARAGE LTS 0.4 1 20 12 12 12 3/4" 3 GARAGE RCPT 1.1 1 20 12 12 12 314" 4 GARAGE LTS 0.3 1 20 12 12 12 3/4" 5 GARAGE DOOR MOTOR 1.0 1 20 12 12 12 3/4' 6 STAIR LTS 0.5 1 20 12 12 12 3/4" 7 1.0 1 20 12 12 12 3/4" 8 2nd FLOOR HALLWAY L+R 0.7 1 20 12 12 12 3/4" 9 ELEV. TOP L+R - 0.6 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 Ord FLOOR HALLWAY L+R 0.7 1 20 12 12 12 3/4" 13 1.9 14 ROOF L+R 0.7 1 20 12 12 12 3/4" 15 1.9 " 16 17 ELEVATOR MOTOR 1.9 3 40 2 - 8 1.5" 18 GARAGE EXHAUST (2) 0.2 1 20 12 12 12 3/4" 19 1.9 20 CU-M1E 1.6 2 30 10 - 10 3/4" 21 1.9 „ 22 " 1.6 23 AC-M1E 4.5 2 50 8 10 3/4" 24 25 " 4.5 " 26 27 AC-M1A.1 TO M1A.4, M113.1, M1 B.2 0.6 2 15 12 12 3/4' 28 CU-MIA 1.2 2 15 12 12 3/4" 29 0.6 30 12 " 31 AC-MIC.1 TO M1 C.4, M1 D.1 0.5 2 15 12 - 12 314' 32 CU-M1 B 1.2 2 15 12 12 3/4" 33 0.5 34 " 1.2 " " 35 AC-MID.2 0.1 2 15 12 - 12 314' 36 CU-MiC 1.2 2 15 12 12 3/4" 37 0.1 38 1.2 39 40 CU-M1 D 1.2 2 15 12 12 3I4" 41 42 „ 1.2 " 43 44 45 46 47 ELEV. SUMP PUMP 1 20 12 12 12 3/4' 48 1.0 49 ELEV. SUMP PUMP 1.0 1 20 12 12 12 3/4" 50 SPD 3 30 10 10 10 3/4" 51 52 53 54 TOTAL 7.3 10.7 9.9 TOTAL TOTAL 5.8 6.2 5.0 EQUIPMENT SERVED CONK. LOAD LF DF DESIGN LOAD LIGHTING €t RECEPTACLES 6.5 1.0 1.0 6.5 EQUIPMENT 14.2 1.0 1.0 14.2 HVAC 26.2 1.0 1.0 26.2 46.9 TOTAL AMPS 130.3 171 PANEL. ZR (ALL 2 BEDROOMS UNITS CKT EQUIPMENT SERVED KVA No. A B 1 KITCHEN RCPT {'") 0.7 3 KITCHEN RCPT ("} 0.7 5 GARBAGE DISPOSAL {'"} 0.5 7 DISHWASHER (") 1.2 9 MICROWAVE/HOOD Cl 1.2 11 RANGE 1.5 13 1.5 15 REFRIGERATOR {") 1.2 17 KITCHEN LTS (*`) 0.1 19 LIVING ROOM L+R ("') 1.1 21 MASTER BEDROOM L+R {" } 1.7 23 MASTER BEDROOM RIR (•} 0.2 25 KITCHEN CABINET LTS 0.2 27 KITCHEN OVEN (" "} 0.8 29 0.8 31 33 WINE COOLER 1.8 35 ICE MAKER 1.6 37 39 41 RATING, 200 AMP MCB LUG LOCATION: BOTTOM } SERVICE: 208/120 V. 1-P, 3-W MOUNTING: SURFACE A. 1. C.: 10, 000 1 C CKT. BRK. BRANCH CIRCUIT CKr. NO. EQUIPMENT SERVED KVA A B C CKT. BRK. BRANCH CIRCUIT PL. TP. 0 N GND C PL. TP. d N GND C 1 20 12 12 12 314' 2 HALLWAY L+R {`"} 0.6 1 20 12 12 12 3/4' 1 20 12 12 12 3/4" 4 SECD. BEDROOM L+R [""} 1.1 1 20 12 12 12 314" 1 20 12 12 12 3/4' 6 SECD. BEDROOM RIR ("*} 0.2 1 20 12 12 12 3/4" 1 20 12 12 12 3/4" 8 AUX. R/R (') 0.2 1 20 12 12 12 3/4" 1 20 12 12 12 3/4" 10 WASHMACHINE [*") 1.2 1 30 10 10 10 314" 2 40 8 - 10 3/4" 12 DRYER ("`} 1,5 2 30 10 - 10 3/4" 14 1.5 " 1 20 12 12 12 3/4' 16 WATER HEATER ["") 2.2 2 30 10 - 10 3/4" 1 20 12 12 12 3/4' 18 2.2 „ 1 20 12 12 12 314' 20 A/C [*'} 2.2 2 50 8 - 10 3/4" 1 20 12 12 12 314' 22 2.2 " 1 20 12 12 12 3/4" 24 CU V) Z.1 2 30 10 - 10 314' 1 20 12 12 12 314 26 2.1 2 30 10 - 10 3/4" 28 " 30 32 1 20 12 12 12 3/4" 34 1 20 12 12 12 314" 36 38 SPD 3 30 10 10 10 3/4" 40 „ 42 TOTAL 1 8.5 1 8.3 1 1 TOTAL I TOTAL 10.0 9.3 EQUIPMENT SERVER CONK. LOAD LF DF DESIGN LOAD (') BRANCH FEEDER LENGTHS OVER 80' SHALL BE INCREASED TO THE NEXT SIZE. LIGHTING Lt RECEPTACLES €t APP FIRST 10 KVA 10.0 1.0 1.0 10.0 ("") ARC -FAULT C.B. LIGHTING Et RECEPTACLES REST 27.5 1.0 0.4 11.0 {•*") GFI-CIRCUIT BREAKER. HVAC 4.4 1.0 1.0 4.4 25.4 TOTAL AMPS 122.1 /� 7 RATING: 200 AMP MCB LUG LOCATION: BOTTOMI- ►-1N EL. JR (ALL 3 BEDROOMS UNITS) SERVICE: 2081120 V. 1-P, 3-W MOUNTING: SURFACE PANEL: CKT. KVA CKT. BRK. BRANCH CIRCUIT CKT, K EQUIPMENT SERVED EQUIPMENT SERVED I10 A B C PL. TP. 0 N GND C Na. A 1 KITCHEN RCPT {"*} 0.7 1 20 12 12 12 3/4" 2 HALLWAY L+R {**) 0.6 3 KITCHEN RCPT {'�} 0.7 1 20 12 12 12 314' 4 SECD. BEDROOM L+R 5 GARBAGE DISPOSAL {"") 0.5 1 20 12 12 12 3/4" 6 SECD. BEDROOM R/R { ") 0.2 7 DISHWASHER V') 1.2 1 20 12 12 12 3/4" 8 AUX. R/R ("} 0. 9 MICROWAVE/HOOD ("} 1.2 1 20 12 12 12 3/4" 10 WASHMACHINE {") 1.2 11 RANGE {""} 1.5 2 40 8 - 10 3/4" 12 DRYER 13 1.5 „ 14 1.5 15 REFRIGERATOR (") 1.2 1 20 12 12 12 3/4" 16 WATER HEATER [ } 2. 17 KITCHEN LTS ['*} Q-1 1 20 12 12- 3/4" 18 2.2 12 19 LIVING ROOM L+R {"") 1.1 1 20 12 12 12 3/4" 20 A/C (`") 2. 21 MASTER BEDROOM L{-11 {"*) 1.7 1 20 12 12 12 3/4" 22 2.2 23 MASTER BEDROOM R/R ["} 0.2 1 20 12 12 12 3/4" 24 CU C) 2. 25 KITCHEN CABINET LT5 0.2 1 20 12 12 12 314" 26 2.7 27 KITCHEN OVEN ["] 0.8 2 30 10 - 10 314' 28 29 0.8 30 31 AUX- ROOM 1.1 1 20 12 12 12 3/4' 32 33 WINE COOLER 1.8 1 20 12 12 12 3/4" 34 35 ICE MAKER 1.6 1 20 12 12 12 3/4' 36 37 38 SPD 39 40 41 42 A.I.C.: 10,000 VA CKT. BRK. BRANCH CIRCUIT B C PL. TP. 0 N GND C 1 20 12 12 12 314' 1 1 20 12 12 12 314.' 1 20 12 12 12 314" 2 1 20 12 12 12 3/4.' 1 30 10 10 10 3i4.' 5 1 2 30 10 - 10 3/4" 2 2 30 10 - 10 3/4" 2 2 50 8 - 10 314" 7 2 30 10 - 10 314" 3 30 10 10 1 10 3/4" TOTAL 1 8.5 1 9.4 TOTAL TOTAL 10.5 1 9.9 EQUIPMENT SERVED CONK. LOAD LF DF DESIGN LOAD (') BRANCH FEEDER LENGTHS OVER 80' SHALL BE LIGHTING Et RECEPTACLES Et APP FIRST 10 KVA 10.0 1.0 1.0 10.0 INCREASED TO THE NEXT SIZE. ('-) ARC -FAULT C.B. LIGHTING Et RECEPTACLES REST 28.6 1.0 0.4 11.4 ['*•) GFI-CIRCUIT BREAKER. HVAC 4.4 1.0 1.0 4.4 TOTAL 25.8 AMPS 1 124.2 VOLTAGE DROP AND SHORT CIRCUIT SUMMARY # PANEL FROM VOLT AMP AMP DIST MAT # D N GND C volt Drop AFC (T) (R) (ft) (%) {AMP} 1 MCS MAIN XFMR 208 600 311 145 AL 2 500 500 - 4" 0.81% 12,156 2 MCM MAIN XFMR 208 600 402 115 AL 2 500 500 4" 0.83% 12,210 3 S MAIN XFMR 208 225 54 148 AL 1 - 300 300 - 3" 0.47% 9,302 4 M MAIN XFMR 208 225 63 112 AL 1 300 300 - 3" 0.42% 9,181 12 UNIT 2A MCS 208 200 142 59 Cu 1 3/0 3/0 6 2" 0.54% 7,004 13 UNIT 3A MCS 208 200 142 69 Cu 1 3/0 3/0 6 2" 0.63% 6,722 14 UNIT PHA MCS 208 200 142 79 Cu 1 3/0 3/0 6 2" 0.72% 6,463 15 UNIT 26 MC5 208 200 142 45 Cu 1 3/0 3/0 6 2" 0.41% 7,440 16 UNIT 3B MCS 208 200 142 55 Cu 1 310 3/0 6 2" 0.50% 7,123 17 UNIT 413 MCS 208 200 142 65 Cu 1 310 3/0 6 2" 0.59% 6,837 18 UNIT 2C MCS 208 200 142 86 Cu 1 3/0 3/0 6 2" 0.78% 6,292 19 UNIT 3C MCS 208 200 142 96 Cu 1 3/0 3/0 6 2" 0.88% 6,064 20 UNIT 4C MCS 208 200 142 106 Cu 1 3/0 3/0 6 2" 0.97% 5,852 21 UNIT 2D MCM 208 200 142 108 Cu 1 3/0 3/0 6 2" 0.98% 5,764 22 UNIT 3D MCM 208 200 142 118 Cu 1 3/0 3/0 6 2" 1.08% 5,572 23 UNIT 4D MCM 208 200 142 128 Cu 1 3/0 310 6 2" 1.17% 5,392 24 UNIT 2E MCM 208 200 142 58 Cu 1 3/0 3/0 6 2" 0.54% 6,964 25 UNIT 3E -- MCM 208 200 142 68 Cu 1 3/0 3/0 6 2" 0.63% 6,686 26 UNIT 4E MCM 208 200 142 78 Cu 1 3/0 3/0 6 2" 0.72% 6,429 27 UNIT 2F MCM 208 200 142 37 Cu 1 310 3/0 6 2" 0.34% 7,631 28 UNIT 3F MCM 208 200 142 47 Cu 1 3/0 3/0 6 2" 0.43% 7,298 29 UNIT 4F MCM 208 200 142 57 Cu 1 3/0 3/0 6 2" 0.52% 6,993 30 UNIT 2G MCM 208 200 142 78 Cu 1 3/0 3/0 6 2" 0.72% 6,429 31 UNIT 3G MCM 208 200 142 88 Cu 1 3/0 3/0 6 2" 0.80% 6,183 32 UNIT 4G MCM 1 208 1 200 1 142 1 98 1 Cu 1 1 1 3/0 1 3/0 1 6 1 2" 1 0.89% 1 5,970 APARTMENT UNITS: DEMAND, MAINS, AND SERVICE CALCULATIONS TYPICAL APARTMENT CONNECTED LOADS - BY APARTMENT TYPE: TYPE: -A", "B", "C": 15.4 KVA TYPE: "D", "E", 7', "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 43Z 230.0 KVA x 0.43 = 98 KVA ■COMMON AREAS PANEL S: 37 KVA -TOTAL SAILFISH 135 KVA IITOMENi F1iIF *METER CENTER 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 MAHI-MAH1 172 KVA TOTAL BUILDING: SAILFISH: f 135 KVA MAHI-MAHI 172 KVA 307 KVA 13070 O VA = 853 EV x 1.73 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 DATE NOVEMBER 8, 2018 REVIEW SET Q PERMIT 'SET BID SET Ll CONSTRUCTION SET ❑ AS Bi1TLT N60 R110h z� O E diz ■■■■■■■■■■■■■ U bA z z Fri 0 o z 0 r 2 2 30 10 - 10 3/4" 2 2 50 8 - 10 314" 7 2 30 10 - 10 314" 3 30 10 10 1 10 3/4" TOTAL 1 8.5 1 9.4 TOTAL TOTAL 10.5 1 9.9 EQUIPMENT SERVED CONK. LOAD LF DF DESIGN LOAD (') BRANCH FEEDER LENGTHS OVER 80' SHALL BE LIGHTING Et RECEPTACLES Et APP FIRST 10 KVA 10.0 1.0 1.0 10.0 INCREASED TO THE NEXT SIZE. ('-) ARC -FAULT C.B. LIGHTING Et RECEPTACLES REST 28.6 1.0 0.4 11.4 ['*•) GFI-CIRCUIT BREAKER. HVAC 4.4 1.0 1.0 4.4 TOTAL 25.8 AMPS 1 124.2 VOLTAGE DROP AND SHORT CIRCUIT SUMMARY # PANEL FROM VOLT AMP AMP DIST MAT # D N GND C volt Drop AFC (T) (R) (ft) (%) {AMP} 1 MCS MAIN XFMR 208 600 311 145 AL 2 500 500 - 4" 0.81% 12,156 2 MCM MAIN XFMR 208 600 402 115 AL 2 500 500 4" 0.83% 12,210 3 S MAIN XFMR 208 225 54 148 AL 1 - 300 300 - 3" 0.47% 9,302 4 M MAIN XFMR 208 225 63 112 AL 1 300 300 - 3" 0.42% 9,181 12 UNIT 2A MCS 208 200 142 59 Cu 1 3/0 3/0 6 2" 0.54% 7,004 13 UNIT 3A MCS 208 200 142 69 Cu 1 3/0 3/0 6 2" 0.63% 6,722 14 UNIT PHA MCS 208 200 142 79 Cu 1 3/0 3/0 6 2" 0.72% 6,463 15 UNIT 26 MC5 208 200 142 45 Cu 1 3/0 3/0 6 2" 0.41% 7,440 16 UNIT 3B MCS 208 200 142 55 Cu 1 310 3/0 6 2" 0.50% 7,123 17 UNIT 413 MCS 208 200 142 65 Cu 1 310 3/0 6 2" 0.59% 6,837 18 UNIT 2C MCS 208 200 142 86 Cu 1 3/0 3/0 6 2" 0.78% 6,292 19 UNIT 3C MCS 208 200 142 96 Cu 1 3/0 3/0 6 2" 0.88% 6,064 20 UNIT 4C MCS 208 200 142 106 Cu 1 3/0 3/0 6 2" 0.97% 5,852 21 UNIT 2D MCM 208 200 142 108 Cu 1 3/0 3/0 6 2" 0.98% 5,764 22 UNIT 3D MCM 208 200 142 118 Cu 1 3/0 3/0 6 2" 1.08% 5,572 23 UNIT 4D MCM 208 200 142 128 Cu 1 3/0 310 6 2" 1.17% 5,392 24 UNIT 2E MCM 208 200 142 58 Cu 1 3/0 3/0 6 2" 0.54% 6,964 25 UNIT 3E -- MCM 208 200 142 68 Cu 1 3/0 3/0 6 2" 0.63% 6,686 26 UNIT 4E MCM 208 200 142 78 Cu 1 3/0 3/0 6 2" 0.72% 6,429 27 UNIT 2F MCM 208 200 142 37 Cu 1 310 3/0 6 2" 0.34% 7,631 28 UNIT 3F MCM 208 200 142 47 Cu 1 3/0 3/0 6 2" 0.43% 7,298 29 UNIT 4F MCM 208 200 142 57 Cu 1 3/0 3/0 6 2" 0.52% 6,993 30 UNIT 2G MCM 208 200 142 78 Cu 1 3/0 3/0 6 2" 0.72% 6,429 31 UNIT 3G MCM 208 200 142 88 Cu 1 3/0 3/0 6 2" 0.80% 6,183 32 UNIT 4G MCM 1 208 1 200 1 142 1 98 1 Cu 1 1 1 3/0 1 3/0 1 6 1 2" 1 0.89% 1 5,970 APARTMENT UNITS: DEMAND, MAINS, AND SERVICE CALCULATIONS TYPICAL APARTMENT CONNECTED LOADS - BY APARTMENT TYPE: TYPE: -A", "B", "C": 15.4 KVA TYPE: "D", "E", 7', "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 43Z 230.0 KVA x 0.43 = 98 KVA ■COMMON AREAS PANEL S: 37 KVA -TOTAL SAILFISH 135 KVA IITOMENi F1iIF *METER CENTER 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 MAHI-MAH1 172 KVA TOTAL BUILDING: SAILFISH: f 135 KVA MAHI-MAHI 172 KVA 307 KVA 13070 O VA = 853 EV x 1.73 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 DATE NOVEMBER 8, 2018 REVIEW SET Q PERMIT 'SET BID SET Ll CONSTRUCTION SET ❑ AS Bi1TLT N60 R110h z� O E diz ■■■■■■■■■■■■■ U bA z z Fri 0 o z 0 r 3 30 10 10 1 10 3/4" TOTAL 1 8.5 1 9.4 TOTAL TOTAL 10.5 1 9.9 EQUIPMENT SERVED CONK. LOAD LF DF DESIGN LOAD (') BRANCH FEEDER LENGTHS OVER 80' SHALL BE LIGHTING Et RECEPTACLES Et APP FIRST 10 KVA 10.0 1.0 1.0 10.0 INCREASED TO THE NEXT SIZE. ('-) ARC -FAULT C.B. LIGHTING Et RECEPTACLES REST 28.6 1.0 0.4 11.4 ['*•) GFI-CIRCUIT BREAKER. HVAC 4.4 1.0 1.0 4.4 TOTAL 25.8 AMPS 1 124.2 VOLTAGE DROP AND SHORT CIRCUIT SUMMARY # PANEL FROM VOLT AMP AMP DIST MAT # D N GND C volt Drop AFC (T) (R) (ft) (%) {AMP} 1 MCS MAIN XFMR 208 600 311 145 AL 2 500 500 - 4" 0.81% 12,156 2 MCM MAIN XFMR 208 600 402 115 AL 2 500 500 4" 0.83% 12,210 3 S MAIN XFMR 208 225 54 148 AL 1 - 300 300 - 3" 0.47% 9,302 4 M MAIN XFMR 208 225 63 112 AL 1 300 300 - 3" 0.42% 9,181 12 UNIT 2A MCS 208 200 142 59 Cu 1 3/0 3/0 6 2" 0.54% 7,004 13 UNIT 3A MCS 208 200 142 69 Cu 1 3/0 3/0 6 2" 0.63% 6,722 14 UNIT PHA MCS 208 200 142 79 Cu 1 3/0 3/0 6 2" 0.72% 6,463 15 UNIT 26 MC5 208 200 142 45 Cu 1 3/0 3/0 6 2" 0.41% 7,440 16 UNIT 3B MCS 208 200 142 55 Cu 1 310 3/0 6 2" 0.50% 7,123 17 UNIT 413 MCS 208 200 142 65 Cu 1 310 3/0 6 2" 0.59% 6,837 18 UNIT 2C MCS 208 200 142 86 Cu 1 3/0 3/0 6 2" 0.78% 6,292 19 UNIT 3C MCS 208 200 142 96 Cu 1 3/0 3/0 6 2" 0.88% 6,064 20 UNIT 4C MCS 208 200 142 106 Cu 1 3/0 3/0 6 2" 0.97% 5,852 21 UNIT 2D MCM 208 200 142 108 Cu 1 3/0 3/0 6 2" 0.98% 5,764 22 UNIT 3D MCM 208 200 142 118 Cu 1 3/0 3/0 6 2" 1.08% 5,572 23 UNIT 4D MCM 208 200 142 128 Cu 1 3/0 310 6 2" 1.17% 5,392 24 UNIT 2E MCM 208 200 142 58 Cu 1 3/0 3/0 6 2" 0.54% 6,964 25 UNIT 3E -- MCM 208 200 142 68 Cu 1 3/0 3/0 6 2" 0.63% 6,686 26 UNIT 4E MCM 208 200 142 78 Cu 1 3/0 3/0 6 2" 0.72% 6,429 27 UNIT 2F MCM 208 200 142 37 Cu 1 310 3/0 6 2" 0.34% 7,631 28 UNIT 3F MCM 208 200 142 47 Cu 1 3/0 3/0 6 2" 0.43% 7,298 29 UNIT 4F MCM 208 200 142 57 Cu 1 3/0 3/0 6 2" 0.52% 6,993 30 UNIT 2G MCM 208 200 142 78 Cu 1 3/0 3/0 6 2" 0.72% 6,429 31 UNIT 3G MCM 208 200 142 88 Cu 1 3/0 3/0 6 2" 0.80% 6,183 32 UNIT 4G MCM 1 208 1 200 1 142 1 98 1 Cu 1 1 1 3/0 1 3/0 1 6 1 2" 1 0.89% 1 5,970 APARTMENT UNITS: DEMAND, MAINS, AND SERVICE CALCULATIONS TYPICAL APARTMENT CONNECTED LOADS - BY APARTMENT TYPE: TYPE: -A", "B", "C": 15.4 KVA TYPE: "D", "E", 7', "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 43Z 230.0 KVA x 0.43 = 98 KVA ■COMMON AREAS PANEL S: 37 KVA -TOTAL SAILFISH 135 KVA IITOMENi F1iIF *METER CENTER 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 MAHI-MAH1 172 KVA TOTAL BUILDING: SAILFISH: f 135 KVA MAHI-MAHI 172 KVA 307 KVA 13070 O VA = 853 EV x 1.73 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 DATE NOVEMBER 8, 2018 REVIEW SET Q PERMIT 'SET BID SET Ll CONSTRUCTION SET ❑ AS Bi1TLT N60 R110h z� O E diz ■■■■■■■■■■■■■ U bA z z Fri 0 o z 0 r VOLTAGE DROP AND SHORT CIRCUIT SUMMARY # PANEL FROM VOLT AMP AMP DIST MAT # D N GND C volt Drop AFC (T) (R) (ft) (%) {AMP} 1 MCS MAIN XFMR 208 600 311 145 AL 2 500 500 - 4" 0.81% 12,156 2 MCM MAIN XFMR 208 600 402 115 AL 2 500 500 4" 0.83% 12,210 3 S MAIN XFMR 208 225 54 148 AL 1 - 300 300 - 3" 0.47% 9,302 4 M MAIN XFMR 208 225 63 112 AL 1 300 300 - 3" 0.42% 9,181 12 UNIT 2A MCS 208 200 142 59 Cu 1 3/0 3/0 6 2" 0.54% 7,004 13 UNIT 3A MCS 208 200 142 69 Cu 1 3/0 3/0 6 2" 0.63% 6,722 14 UNIT PHA MCS 208 200 142 79 Cu 1 3/0 3/0 6 2" 0.72% 6,463 15 UNIT 26 MC5 208 200 142 45 Cu 1 3/0 3/0 6 2" 0.41% 7,440 16 UNIT 3B MCS 208 200 142 55 Cu 1 310 3/0 6 2" 0.50% 7,123 17 UNIT 413 MCS 208 200 142 65 Cu 1 310 3/0 6 2" 0.59% 6,837 18 UNIT 2C MCS 208 200 142 86 Cu 1 3/0 3/0 6 2" 0.78% 6,292 19 UNIT 3C MCS 208 200 142 96 Cu 1 3/0 3/0 6 2" 0.88% 6,064 20 UNIT 4C MCS 208 200 142 106 Cu 1 3/0 3/0 6 2" 0.97% 5,852 21 UNIT 2D MCM 208 200 142 108 Cu 1 3/0 3/0 6 2" 0.98% 5,764 22 UNIT 3D MCM 208 200 142 118 Cu 1 3/0 3/0 6 2" 1.08% 5,572 23 UNIT 4D MCM 208 200 142 128 Cu 1 3/0 310 6 2" 1.17% 5,392 24 UNIT 2E MCM 208 200 142 58 Cu 1 3/0 3/0 6 2" 0.54% 6,964 25 UNIT 3E -- MCM 208 200 142 68 Cu 1 3/0 3/0 6 2" 0.63% 6,686 26 UNIT 4E MCM 208 200 142 78 Cu 1 3/0 3/0 6 2" 0.72% 6,429 27 UNIT 2F MCM 208 200 142 37 Cu 1 310 3/0 6 2" 0.34% 7,631 28 UNIT 3F MCM 208 200 142 47 Cu 1 3/0 3/0 6 2" 0.43% 7,298 29 UNIT 4F MCM 208 200 142 57 Cu 1 3/0 3/0 6 2" 0.52% 6,993 30 UNIT 2G MCM 208 200 142 78 Cu 1 3/0 3/0 6 2" 0.72% 6,429 31 UNIT 3G MCM 208 200 142 88 Cu 1 3/0 3/0 6 2" 0.80% 6,183 32 UNIT 4G MCM 1 208 1 200 1 142 1 98 1 Cu 1 1 1 3/0 1 3/0 1 6 1 2" 1 0.89% 1 5,970 APARTMENT UNITS: DEMAND, MAINS, AND SERVICE CALCULATIONS TYPICAL APARTMENT CONNECTED LOADS - BY APARTMENT TYPE: TYPE: -A", "B", "C": 15.4 KVA TYPE: "D", "E", 7', "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 43Z 230.0 KVA x 0.43 = 98 KVA ■COMMON AREAS PANEL S: 37 KVA -TOTAL SAILFISH 135 KVA IITOMENi F1iIF *METER CENTER 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 MAHI-MAH1 172 KVA TOTAL BUILDING: SAILFISH: f 135 KVA MAHI-MAHI 172 KVA 307 KVA 13070 O VA = 853 EV x 1.73 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 DATE NOVEMBER 8, 2018 REVIEW SET Q PERMIT 'SET BID SET Ll CONSTRUCTION SET ❑ AS Bi1TLT N60 R110h z� O E diz ■■■■■■■■■■■■■ U bA z z Fri 0 o z 0 r APARTMENT UNITS: DEMAND, MAINS, AND SERVICE CALCULATIONS TYPICAL APARTMENT CONNECTED LOADS - BY APARTMENT TYPE: TYPE: -A", "B", "C": 15.4 KVA TYPE: "D", "E", 7', "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 43Z 230.0 KVA x 0.43 = 98 KVA ■COMMON AREAS PANEL S: 37 KVA -TOTAL SAILFISH 135 KVA IITOMENi F1iIF *METER CENTER 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 MAHI-MAH1 172 KVA TOTAL BUILDING: SAILFISH: f 135 KVA MAHI-MAHI 172 KVA 307 KVA 13070 O VA = 853 EV x 1.73 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 DATE NOVEMBER 8, 2018 REVIEW SET Q PERMIT 'SET BID SET Ll CONSTRUCTION SET ❑ AS Bi1TLT N60 R110h z� O E diz ■■■■■■■■■■■■■ U bA z z Fri 0 o z 0 r N60 R110h z� O E diz ■■■■■■■■■■■■■ U bA z z Fri 0 o z 0 r A v ►1 r FRONT VIEW ., SECTION -A METAL PIPE THROUGH 1HR/2HR CONC/CMU WALL N. T.S. UL SYSTEM NO W----J-1 124 1. CONCRETE WALL ASSEMBLY (1-HR OR 2-HR FIRE RATING): A. LIGHTWEIGHT OR NORMAL WEIGHT CONC. WALL (MIN. 3-314" THICK, FOR 1-HR FIRE -RATING). B. LIGHTWEIGHT OR NORMAL WEIGHT CONC. WALL (MIN. 5" THICK, FOR 2-HR. FIRE -RATING). C. ANY ULIULC CLASSIFIED CONCRETE BLOCK WALL. 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: A. MAX. 4"0 STEEL PIPE (SCHED. 10 OR HEAVIER). B. MAX. 4"0 CAST IRON PIPE- C. MAX. 4"NOM.0 COPPER PIPE. D. MAX. 4"NOM.0 STEEL CONDUIT. E. MAX. 4"NOM.0 EMT. 3. MIN. 5/8" DEPTH HILTI CP 606 FLEX. FIRESTOP SEALANT. 4. MIN. 112" BEAD HILTI CP 606 FLEX. FIRESTOP SEALANT AT POINT OF CONTACT. NOTES: 1. MAX. 0 OF OPENING = 4" 2. ANNULAR SPACE = NOM. 1 /4" 3. CLOSED OR VENTED PIPING SYSTEMS. (PVC = SCHED. 40, CPVC = SDR 13.5 TOP VIEW �__- - _ - - MULTIPLI METAL PIPE THROUGH HORIZONTAL ASSSEMBLIES N.T.S. UL SYSTEM NO C--AJ-1388 SECTION A -A 1. FLOOR ASSEMBLY - MIN 4-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. MAX AREA OF {}PENNING 224 SQ IN WITH MAX DIMENSION OF 32 IN. 2. CONDUIT ONE OR MORE NOM 4 IN DIAM (OR SMALLER) STEEL METALLIC TUBING OR STEEL CONDUIT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE SPACE BETWEEN CONDUITS OR TUBES SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX. 1 /2 IN. THE ANNULAR SPACE BETWEEN THE CONDUIT OR TUBE AND PERIPHERY OF OPENING SHALL BE MIN O IN. (POINT CONTACTO TO MAX 2-3/4 IN. CONDUIT OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR. CONDUIT - NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC CONDUIT OR STEEL CONDUIT. 3. FILL, VOID OR CAVITY MATERIAL` - FOAM MIN 5. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, EXTENDING 112 IN. ABOVE THE TOP SURFACE OF THE FLOOR AND OVERLAPPING THE CONCRETE 1/2 IN. ON ALL SIDES OF THE OPENING. " BEARING THE UL CLASSIFICATION MARK. FRONT VIEW A A SECTION A -A METAL PIPE THROUGH 1HR 2HR GYP BOARD WALL N.T.S. UL SYSTEM NO W-L-1290 1. GYPSUM WALL ASSEMBLY (ULIULC CLASSIFIED U300 OR U400 SERIES) (1HR OR 2HR FIRE -RATING) (2HR SHOWN): 2. (NOT SHOWN). WOOD STUDS TO CONSIST OF NOM. 2"x4" LUMBER. STEEL STUDS TO BE MIN. 2-1/2" WIDE. 3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: A. MAX. 4"0 STEEL PIPE (SCHED 10 OR HEAVIER). B. MAX. 4"0 CAST IRON PIPE. C. MAX. 4"NOM.0 COPPER PIPE. D. MAX. 4"NOM.0 STEEL CONDUIT. E. MAX. 4"NOM.0 EMT. 4. MIN. 5/8" DEPTH HILTI CP 606 FLEX. FIRESTOP SEALANT. 5. MIN. 1 /2" BEAD HILTI CP 606 FLEX. FIRESTOP SEALANT AT POINT OF CONTACT. NOTES: 1. MAX. 0 OF OPENING = 4" 2. ANNULAR SPACE = NOM. 114' 3. CLOSED OR VENTED PIPING SYSTEMS. (PVC = SCHED. 40, CPVC = SDR 13.5 NOTES TOP VIEW SECTION A�A 1- A METAL PIPE THROUGH HORIZONTAL ASSSEMBLIES N.T.S. UL SYSTEM NO C-AJ-1226 1. FLOOR ASSEMBLY - MIN 4-1/2 IN. REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT 4 100- 150 PCF OR 1600-2400 KGIM3) CONCRETE. 2. SHEET METAL SLEEVE - (OPTIONAL) MAX 6 IN. DIAM, MIN 26 GA. GALV STEEL PROVIDED WITH A 26 GA GALV STEEL SQUARE FLANGE SPOT WELDED TO THE SLEEVE AT APPROX MID -HEIGHT, OR FLUSH WITH BOTTOM OF SLEEVE IN FLOORS, AND SIZED TO BE A MIN OF 2 IN. (51 MM) LARGER THAN THE SLEEVE DIAM. THE SLEEVE IS TO BE CAST IN PLACE AND MAY EXTEND A MAX OF 4 IN. (102 MM) BELOW THE BOTTOM OF THE DECK AND A MAX OF 1 IN. (25 MM) ABOVE THE TOP SURFACE OF THE CONCRETE FLOOR. 3. THROUGH -PENETRANT - ONE METALLIC PIPE, TUBE OR CONDUIT TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PENETRANT AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1-718 IN. (48 MM). PENETRANT MAY BE INSTALLED WITH CONTINUOUS POINT CONTACT. PENETRANT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PENETRANTS MAY BE USED: A. CONDUIT - NOM 6 IN. DIAM (OR SMALLER) STEEL CONDUIT. B. CONDUIT - NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING (EMT). 4. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: A. PACKING MATERIAL - MIN 4 IN. THICKNESS OF MIN 4 PCF (64 KGIM') MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR SLEEVE OR FROM BOTH SURFACES OF WALL OR SLEEVE AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. B. FILL, VOID OR CAVITY MATERIAL (UL LISTED) -- SEALANT, MIN 1 /4 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR SLEEVE OR WITH BOTH SURFACES OF WALL OR SLEEVE. AT THE POINT OR CONTINUOUS CONTACT LOCATIONS BETWEEN PENETRANT AND CONCRETE OR SLEEVE, A MIN 114 IN. (6 MM) DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE CONCRETE OR SLEEVE/ PIPE PENETRANT INTERFACE ON THE TOP SURFACE OF FLOOR AND ON BOTH SURFACES OF WALL. 1. DETAILS SHOWN ARE TYPICAL DETAILS. IF FIELD CONDITIONS DO NOT MATCH REQUIREMENTS OF TYPICAL DETAILS, APPROVED ALTERNATE DETAILS SHALL BE UTILIZED. CONTRACTOR SHALL SUBMIT ALTERNATE DETAILS TO ENGINEER AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. FIELD CONDITIONS AND DIMENSIONS NEED TO BE VERIFIED FOR COMPLIANCE WITH THE DETAILS, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: " MINIMUM AND MAXIMUM WIDTH OF JOINTS " TYPE AND THICKNESS OF FIRE -RATED CONSTRUCTION. THE MINIMUM ASSEMBLY RATING OF THE FIRESTOP ASSEMBLY SHALL MEET OR EXCEED THE HIGHEST RATING OF THE ADJACENT CONSTRUCTION. 2. REFERENCES: 2013 UNDERWRITER'S LABORATORIES FIRE RESISTANCE DIRECTORY, VOLUME 2 " NFPA 101 LIFE SAFETY CODE N ALL GOVERNING LOCAL AND REGIONAL BUILDING CODES 3. FIRESTOP SYSTEM INSTALLATION MUST MEET REQUIREMENTS OF ASTM E-814 (UL 1479) TESTED ASSEMBLIES THAT PROVIDE A FIRE RATING EQUAL TO THAT OF CONSTRUCTION BEING PENETRATED. 4. ALL RATED THROUGH -PENETRATIONS SHALL BE PROMINENTLY LABELED WITH THE FOLLOWING INFORMATION: " ATTENTION: FIRE RATED ASSEMBLY UL SYSTEM It PRODUCT(S) USED HOURLY RATING (F-RATING) ''INSTALLATION DATE CONDUITS PENETRATION DETAILS SCALE: NONE FRONT VIEW SECTION A -A METAL PIPE THROUGH 1 HR GYP BOARD WALL N.T.S. UL SYSTEM NO W-L-2284 1. GYPSUM WALL ASSEMBLY (UL CLASSIFIED U300 OR U400 SERIES) (1HR FIRE -RATING) 2. (NOT SHOWN). WOOD STUDS TO CONSIST OF NOM. 2"x4" LUMBER. STEEL STUDS TO BE MIN. 2-1 /2" WIDE. 3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: A. MAX. 3"NOM.0 PVC PLASTIC PIPE (CELLULAR OR SOLID CORE)_ B. MAX. 3"NOM.0 CPVC PLASTIC PIPE (CLOSED PIPING SYS. ONLY). 4. HILTI CP 645 WRAP STRIP (NOM. 114" THICK x 2 WIDE) CONTINUOUSLY WRAPPED AROUND THE OUTER CIRCUMFERENCE OF THE PIPE, ONCE, W/ ENDS BUTTED AND HELD IN PLACE WI ALUM. TAPE. WRAP STRIP TO BE SLID INTO ANNULAR SPACE, SUCH THAT 1 /8" OF WRAP STRIP PROTRUDES BEYOND EA. WALL SURFACE. 1. MAX. 0 OF OPENING = 4" - 2. ANNULAR SPACE = NOM. 1 /4" 3. CLOSED OR VENTED PIPING SYSTEMS. (PVC = SCHED. 40, CPVC = SDR 13.5 FRONT VIEW SECTION A -A PIPE THROUGH 1-HR CONC/CMU WALL N.T.S. UL SYSTEM NO W-J-2101 1. CONCRETE WALL ASSEMBLY (1-HR OR 2-HR FIRE RATING): A. LIGHTWEIGHT OR NORMAL WEIGHT CONC. WALL (MIN. 4-3/4" THICK). B. ANY ULIULC CLASSIFIED CONCRETE BLOCK WALL. 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: A. MAX. 3"NOM.0 PVC PLASTIC PIPE (CELLULAR OR SOLID CORE). B. MAX. 3"NOM.0 CPVC PLASTIC PIPE (CLOSED PIPING SYS. ONLY). 3. HILTI CP 645 WRAP STRIP (NOM. 1/4" THICK x 2" WIDE) CONTINUOUSLY WRAPPED AROUND THE OUTER CIRCUMFERENCE OF THE PIPE, ONCE, WI ENDS BUTTED AND HELD IN PLACE W/ ALUM. TAPE. WRAP STRIP TO BE SLID INTO ANNULAR SPACE, SUCH THAT 1 /8" OF WRAP STRIP PROTRUDES BEYOND EA. WALL SURFACE. NOTES: - 1. MAX. 0 OF OPENING = 4" 2. ANNULAR SPACE = NOM. 1 /4" 3. CLOSED OR VENTED PIPING SYSTEMS. (PVC = SCHED. 40, CPVC = SDR 13.5 dd� 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[_a7ddc-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 Cj PA a Z 1r1 z 0 0 A z 0 94 F FK F .401 94 04 qMo A19 z 04 OD 0 e� z iF H SHEET NO.: E-900 DRAWN: DP �- CHECKED. MP LL1 APPROVED: MP Michael PAD '�Itrr�l� GE 0.50967 w* 1f Ir *� .Q' STTEOF �• ��1ff8lft�