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442 NE 103 ST plans 1995GENERAL NOTES SITE PLAN U ' ALL INTERIOREGIOR FLAT WORK UNLESS OTHERWISE THE COMPLETION MID TESTING OF THIS WORK. UPON PLANS PAR' OF IRS SET ARE COMPLEMENTARY INFORMATION IS SPECIFIED AND RARDLESS OF FLOORING FINAL ACCEPTANCE, A CERTIFICATE FROM THE LOCAL NOT LIMITED TO ONE PLAN .DRAWING AND SPECIRCATI .ARE OF FINISH SHALL BE STEEL TROWLED TO A TRUE INSPECTION AUTHORITY SHALL BE FURNISHED TO THE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OWNER. - THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE AND EVEN PLANE WITHOUT TROWEL MARKS MADE S EXEC;ITED OR NOT. 'HEY ARE NOT i0 BE JSED BY THE OR OTHER SURFACE IMPERFECTIONS WITH A ALL WORK SHALL BE COORDINATED WITH OTHER TRADES OWNER ON OTHER PROJECTS OR EXTENSIONS 0 'NS PROJECT TOLERANCE OF 1/8". T TO AVOID INTERFERENCE WITH HE PROGRESS OF THE EXCEPT BY AGREEMENT N WRITING AN APPROPRIATE-OMPENv- 'ALL PATIO SLABS OVER 2'-O" RIDE SHALL HAVE CONSTITUTION. SATION TO THE ARCCTKT. THESE PLANS WERE PREPARED TO BE SLUBMrTTED TO GOVERMENTAL BULDNG AUTHORMES FOR A THICKBVED EDGE 8" X 8" WiTH 1 #4 SOIL AND WASTE PIPING BE ALL UNDERCCHT REVISION TO COMPLIANCE WITH APPUCABLE RULDING CODES CONTi�7JOUS AND MESH SHALL BE ROLLED 1/2 CA SERVICE WBCNT CAST IRON MEDIUM WEGHTS WEIGHTS S AND IT 15 THE SOLE RESPOfNSBLTY OF THE OWNER AND/OR I TURN AROUND THIS BAR SWITH AST IRON FININGS OR SCHEDULE 40 VC CONTRACTOR TO BUILD ACCORDING TO APPUCABIE BUILDING CODES. FOUNDATION : SOIL, WASTE MID VENT PIPNG ABOVE SLA3 TO BE F CONTRACTOR AND/OR SUBCONTRACTOR RB0 TT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS. THEN T IS iH✓F r ALL FOOTINGS DESIGNED O BEAR ON FRM SAME AS SPECIFIED FOR BELOW SLAB EXCEPT THAT CONTRACTOR'S AND THE SUKONTRAC?OR'S RESPONSHILTY SAND WITH A SAFE SOIL BEARING CAPACITY THE CONTRACTOR MAY, A' F45 OPTION, USE NO -HUB Y, AT IS TO PROVIDE THE ARCHITECT WIM FOUR COPES OF THE OF Z.000 PSF PIPE AND F-TTCTORINGS F BY LOCCL PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING • TOP OF FOUNDATION TO MATCH TOP ELEV- AUTHORITIES.WITH 'HE WORK. N ADDITION THE CONTRACTOR AND SUB- CONTRACTOR ARE RESPONSIBLE FOR PROCCURNG ALL NECESSRY TION OF EXISTING FOOTINGS DCCEPT OTHERWISE ER TOGETHER BE PSOLDER APPROVALS FROM THE BUILDING AUTHORrTJES FOR THE PROPOSED NOTED. W rH�WRONJCHTOCOPPERFTT7NGSS. CHANCES . BEFORE PROCEEDING WrTH 'HE WORK THE CONTRACTOR AND SUBCONTRACTOR ARE ALSO RESPONSBLE FOR SOIL STATEMENT ALL AR CONDITIONING CONDENSATE DRAINAGE PIPING PROCURRING ALL NECESSARY INSPECTIONS AND APPROVALS FROM VISUAL INSPECTION REVEALS THAT SUB- SHALL BE S&L 40 PVC (ASTM D-2662) EXECPT WHEN INSTALLED IN RETURN AIR PLENUM WHERE COPPER TYPE BLZDING AUTHORITFS DURING THE EXECUTION OF THE WORK. SOD_ AT FOOTINGS DEPTH IS CLEAN, UN- 'DMV' OR EQUVA IUEJT MUST BE USE D. NO WORK OUTSIDE THE PROPERTY LINE IS INCLUDED IN THIS DISTURBED SAND OR SAND AND ROCK SET OF DRAWINGS EXECPT DRIVEWAY AND SODDING TO ASPHALT CAPABLE OF SUPPORTING A LOAD OF 2,000 ALL PLUMBING FDMJRES SHALL BE PROVIDED WITH ALL LINE AS REQUIRED. PSF. NECESSARY ACCESSORIES SUCH AS STOP VALVES, 'P" TRAPS, SUPPORTS, & ? C-QUIPMENT SHALL BE CHROME F EXISTING TREES WITHIN 91ULIDNC FOOTPRINT TO BE REMOVED SOIL COMPACTION PLATED BRASS PIPE OR TUBE PROVIDE SHUUT OFF VALVES CONTRACTCR TO PROCESS PERMIT. FILL AND 6ACKFILL TO BE COMPACTED 70 AND UNIONS TO ALL FIXTURES, ETC , REQUIRING WATER SUPPLY. PROVIDE DIELECTRIC COUPLINGS AS REQUIRED. CONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS PRIOR TO A MINIMUM OF 95% OF THE MAXIMUM FOR ALL COPPER PIPING CONTRACTCR MUST USE 50/50 SUBMITTING BIDS VERIFY ALL DIMENSIONS AND HEIGHTS DENSITY AT OPTIMUM AS DETERMINED BY SOLDER. PROVIDE AR CHAMBERS TO EACH RXTLRE AS BEFORE PROCEEDING WrTH WORK. CONTRACTOR TO VERIFY STD. PROCTOR TEST. REQUIRED. AND IF NECESSRY, UPGRADE WATER SERVICE NEW CONSTRUCTION TO BE HOOKED 0° TO EXISTING SEPTIC SYSTEM. MASONRY INSTALL APPROVED DIELECTRIC UNIONS AT AU LOCATIONS WHERE SCONNECTED C CONTRACTOR TO VERIFY ALL EXISTING ELECTRICAL SERVICE • ALL BEARING BLOCK UNITS SHALL CONFORM AL.LWATER SERVICE PIPNGFRO METER TO flJIDNC AND COORDINATE WITH F.P.L. FOR NEW SERVICE REQUIREMENTS TO A.S.T.M. C-90 STD. SPECIFICATION SHALL BE OF THE SAME MATERIAL AND LOCATION. I NEW SERVICE TO BE UNDERGROUND I FOR HOLLOW LOAD BEARING CONCRETE UNITS. MORTAR CONFORM TO PROVIDE CLEANOUTS EVERY 75 FEE' I WITH CHOME SHALL INFORM ARCITECT OF ANY DISCREPENCITYPE-M.MASONRY CONTRACTORAS.T. C-270 TYPE - PLATED WALL OR FLOOR ACCESS FRAMES AND COVERS BEFORE CSH WITH WORK. • HORQ. RENF. AT EACH OTHI32 BLOIX AS REQUIRED AT THE BASE OF ALL WASTE AND/ OR VEYCKS FPANS 8 LEADS FLASHINSYSTEMEM ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH COURSE ALL 8" MASONRY WALLS SHALL FOR ALL SANITARY SANTARY SYSTEM VM ENTS. THE SFB.C. AND ANY OTFH2 APPLICABLE CODES. BE CI PLACE PRIOR FORMING AMID IN PLACING N G CONCRETE COLUMNS AND N ALL HORIZONTAL WASTE PIPING SHALL BE SLOPPED AT t:_NTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL BEAMS OVER WALLS. 1/8 PER FOOT, UNLESS OTHERWISE NOTED. BUILDING PERMITS AND PAYING ALL FEES CONNECTED . HEREWITH OWNER TO REIMBURSE CONTRACTOR FOR ALL ALL HOSE EIBRS SHALL BE FURNISHED WITH WATTS *8A PERMIT FEES. NO MARK-UP ALLOWED. LUMBER VACCUM BREAKERS. • PRESSURE TREATED LUMBER SHALL BE USED ON CONTRACTCR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ALL LUMBER N CONTACT WITH MASONRY OR - FURNISH AND INSTALL CONDENSATE ORAN PVNC TO N THE FIELD AND SHALL IMMMEDIATELY NOTIFY THE ARCHITECT CONCRETE SURFACE AND LUMBER N CONNECTION DISCHARGE AT GRADE OF ANY THAT DIFFER OR NTERFERE WiTH THOSE SHOWN WiTH ROOFING OR FLUSHING TO CONFORM WITH INSULATE HOT WATER LINES THROUGHOUT NSDE BUILDING ON THIS PLAN BEFORE PROCEEDING WITH WORK. ALL THE STANDARDS OF THE AWPB AND AWPU WITH T FIBERGLASS WiTH COVER AND VAPOR BARRIER. DIMENSIONS SUPERSEDE SCALED DRAWINGS. • ALL ME210R PARTITIONS SHALL BE FRAMED 2 X 4 CONTRACTOR TO GUARD AGAINST ANY AND ALL POSSIBLE WOOD STUDS 0 24' O.0 UNLESS OTHERWISE INSULATE PIPING FROM STRUCTURE WITH NEOPRENE PADS HAZARDOUS CONDITIONS I EXPOSED HOT WRING, ETC I NOTED. AND USE SOUND ISOLATION AROUND PIPES N COMMON WHIC71 MIGHT OCCUR AS A RESULT OF CONSTRUCTION. WALLS AND WHERE NOISE TRANSMISSION IS POSSIBLE FINISHES: SEAL ALL OPENINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR IMMEDIATE CLEANING AND REMOVAL OF ALL DEBRIS UNTIL THE PREMISES ARE ACCEPTED PROVIDE SHUT OFF VALVES ON WATER MANS TO EACH N A CLEAN, HABITABLE CONDITION. STUCCO FIXTURE • EXTERIOR WALL STUCCO FINISH SHALL BE MINIMUM WATER PIPING SIZE 1/2", ALL NEW PRODUCTS TO MEET DUDE COIIJTY PRODUCT APPROVAL A 2 COATS WITH A MINIMUM 5/8" THICK - APPLY BASE COAT WTTH SUFFICIENT FIXTURES: SUBMIT SHOP DRAWINGS FOR ALL NEW WALL NF]LLS SHALL BE MADE TO MATCH THICKNESS,NESS. PRESSURE TO INSURE A T04T BOND. APPROVAL BY OWNN(RR. MATERIALS OF ADJACENT CONSTRUCTION, UNLESS OTHERWISE NOTED. THIS S A REMODEL JOB. INCLUDE N • PROVIDE CASING BEADS WHERE STUCCO AND YOUR BID PRICE ALL ADJUSTMENTS NECESSAR' CONTRACTOR TO NOTIFY ARCHITECT IF BASIC A/C DUCT SYSTEM LATH ADJOINS OTHER MATERIALS. CAULK FOR A COMPLETE WORKING NOB, VERIFY NTERRRES WITH INSTALLATION OF LIGHT FIXTURES N ANY CAPS BETWEEN CASING BEADS AND ADJOIN- DIMENSIONS: ACTUAL EXISTING DIMENSIONS ' AREA. NG MATERIALS. PROVIDE ALL LATH AND SHALL PREVAIL PIPING, ETC WHICH IS TRACTOR SHALL NOT PERMIT UNAUTHORQED PERSONS NSY-`.E CONTRACTORAL CON STUCCO MATERIALS: GALV. CASING BEADS, NOT USED AND CANNOT BE REMOVED SHALL BE THE CONTRRK.Si AREA CORNER BEADS, CLIPS SCREWS, NAILS, OR CUT OFF AND SEALED. EXSTNG PLUMBING STAPLES, AND CONTROL JOINTS AS REQUIRED SYSTEMS SHOWN HAVE BEEN TAKEN FROM CONTRACTOR TO INSTALL BARRIERS AND DROP TARPAULINS AS BY MANUFACTURER AND TO COMPLY WITH ORIGINAL PLANS AND VISUAL SITE OBSERR- NECESSARY AND REQUIRED AROUND PERIMETER OF CONSTRUCTION ANSI. A422 NATIONS. ADJUSTMENTS MAY HAVE TO BE UMrT6 TO PROTECT THE PUBLIC �� TILE MADE TO ADAPT TO SLIP ACTUAL EXISTING. TOS • CERAMIC TILE SHALL BE INSTALLED AS NDI- ONLY ESSENTIAL EXISTING PLUMBING HAS DEMOLITION NOTES: CATED ON THEE DRAWINGS USING ORGANIC AD- BEEN LONG. ACTUAL BEST H[SIVES AND MAM GROUT, AND ACCORDING LOCATIONS TO RUELDN PRIOR TO ANY DEMOLITION CONTRACTOR LOOM N 5 NE WITH QUALITY HVAC NOTES: - SHALL VERIFY ALL EXISTING SYSTEMS N BROCHURESARD USE INCLUDING ANY PIPES, CONDUCTS, OR ' FURNISH CERAMIC OR VITREOUS CHINA ACCES- DUCTWORK SHALL BE ROUND METAL DUCTS WITH WRING& NOTIFY ARCHITECT OF ANY CONFLICTS SORES IN COLORS AND SUES TO MATCH EXTERIOR NSIAWITH AN R-6.0 (EXCEPT AND/OR ANY DISCR�EVOES. WHERE OTHERWISE ISE NOTED) ' DEMOLITION SHALL INCLUDE EQUIPMENT GAhD WALL FOR SOAPJISHI, TOWS BAR REMOVAL, CEILINGS, SLAB REMOVAL. PARTITIONS SUPPORTS, THE CONTRACTOR SHALL NOT FABRICATE OR ERECT DOORS, WINDOWS, FLOORS OR AS INDICATED DUCTWORK PRIOR TO VERIFICATION OF ROUTING, ON PLANS. WALLBOARD SIZES AND AVAILABLE SPACE • ROCK LATH PLASTER BASE I/T THICK PLACEMENT OF AR DISTRIBUTION DEVICES TO BE STRUCTURAL NOTES: W/MULTI PLY PAPRRFACE TO COMPLY W/ASTM COORDINATED WrTH OTHER TRADES AND ARCITECTURAL C,37. FEATURES CONTRACTOR SHALL COORDINATE HIS - SCOPE OF WORK ` REGULAR GYPSUM WALLBOARD 1/2 NCH - WORK WITH All TRADES. THE SCOPE OF WORK SHALL CONSIST OF A ,HE SCOPE THICK, TAPERED EDGE N ACCORD WITH REMODELLINGAND ADDITION OF A SINGLE AS.TIV. TIE DOWN CONDENSING UNITS TO WITHSTAND . WATER RESISTANT WALLBOARD 112 INCH HURRICANE FORCE WINDS. RESIDENCE PERMITS, LABOR THICK, TAPERED EDGE WITH! TREATED MATERIAL, DEERS REMOVAL CLEAN-UP, MA SUPERVISION D AND M92VA CLEAN /DCTERLI PANTING. PAPER FINISH N ACCORD. Wind AS.TM. REFRIGERANT LINES SHALL BE SIZED AND INSTALLED C-630-78MR N STRICT ACCORDANCE WITH COMPRESSOR MANUF. ALL FO STRUCTION SHALL BE N ACCOR- • FIRE RATED WALLBOARD. 5/8' THICK RECOMME�IDATIONS. DANCE WiTH ALL APPLICABLE LOCAL CODES iAPE3RED EDCE N ACCORD. WTTH A.ST.M VERIFY LOCATION OF ALL THERMOSTATS PRIOR TO AND ORDINANCES THE SOUTH FLORIDA C36-78 TYPE "X". INSTALLATION BUILDING CODE AND THE NEC WALLBOARD ANTS TO BE TAPED WITH PER- FORATED TAPE AND COMPOUND. FASTEN NSUATE SUCTION LII. PROVIDE PROPER WEATHH2- CONTRACTOR SHALL NOTIFY THE ARCHITECT WALL -BOARDS WITH SCREWS, NAILS AND PROOFING TO S1CT10N LINES RUNNING OUTDOORS. OF ANY DISCREPEJCIES BEFORE PROCEEDING STAPLES AS RECOMMENDED BY MANUFACTURER WiTH THE WORK. CORNER BEADS AND OTHER ACCESSORIES TO PROVIDE FIRE DAMPERS FOR ALL OPEINGS ON FIRE BE GALVANIZED STEEL RATED WALLS ND FIRE RATED CEILINGS. CONCRETE • SHALL ATTAIN A MINIMUM COMPRESSIVE PANTING: PROVIDE ROOF SLEEVES AND PROPER FLASHIll FOR STAB 37-5 0 PSI AT 28 DAYS (TWO COATS 1 ALL PIPES CROSSING THE ROOF AND PROVIDE ALL REQUIRED PIPE WALL SLEEVES. O FILL • SLUES ON f41 2,500 PS; FIRSRIOR FRS COAT PENETRATING FRIMFR ` MAXIMUM SIZE OF AGGREGATE OF 3/4" I COLOR TO MATCH FLASH PALM I ALL WORK TO BE PERFORMED AS PER ALL-APPUCABLE • A MINIMUM OF 5 CONCRETE SPECIMENS SECOND COAT VINYL ACRYLC PANT. BUILDING CODES. SHALL BE TAKEN FROM EACH 50 CU. YES. ' INTERIOR I TWO COATS 1 POWER & CONTROL WRNC BY ELECTRICAL OF PORTION THEIROF SPECIMENS TESTED FIRS COAT PENETRATING SEALER: CONTRACTOR. ACCORDING TO AS.T.M C-39 I COLOR TO MATCH FLASH PANT I ROUTE COND. DRAIN TO PERVIOUS AREA • DAMAGED CONCRETE SHALL BE REPAIRED AS SECOND COAT VINYL ACRYLIC PANT. EXHAUST FANS SUPPLED & M7AILED BY A/i PER PROJECT STRUCTURAL ENCINB R ' WOOD -INTERIOR AID D(TERIOR I TWO COATS I CONTRACTOR. FIRST AND SECOND ALKYD ENAMEL • CONCRETE WORK SHALL CONFORM TO ALL METALS( THREE COATS 1 MECHANICAL ACTOR TO BE RESPONSBLE CONDITION OF AN REQUIREMENTS OF AC 301-72 ' SPECIFICATION FIRST FIRST COAT TOUCH-UP RUST WITH PRIMER E S NG EQUIPMEIST. AND SHALL FOR STRUCTURA CONCRETE FOR BUILDINGS'. TO PROVIDE ALL EQUPMEM AND/OR LABOF NECESSARY SECOND AND THIRD COATS ALKYD ENAMEL FOR A COMPLETE A/C INSTALLATION AND S'ART-UP. STEEL . ' ALL PAIRS TO BE S}ERWN WILLIAMS OR • RENJFORCIVG STEEL :SHALL CONFORM TO APPROVED MAWF FULL RANGE COLOR CH BURGLAR INTRUSION NOTES AS.7M. A-615 CRADE 60. LAP CONTI- FOR SELECTION NUOUS RENF. 30 BAR IDIA IN BEAMS All locks on exterior doors shad be omovade AND 36 DIAL INID SLABS' LAP BOTTOM WOWS. resisting a force of 300 lbs. Applied in STEEL AT MD -SPAN HOOK ALL DIS- NEW WINDOWS TO BE r-Pc<x�• �`_: direction and n accordance with resistancestandards staards CCNTNUOUS TO RENFORCNG. TURN ALL pr •-- ..;,. WITH SINGE set forth in chapter B of the Metropol[an Code of Dade CORNERS 2 #5 X 4'-O BARS PARE GREY TNT LASS AND CHARCOAL CLEAR COVER FOR RBJFORCNG SHAH BE FBE2GLA55 INSERT SCREEN PEER TO PLANS Al Ie exteriors doors shall have a lock to be �S swing BEAMS & COLUMNS 1 1/7" TIPS AND ELEVATIONS FOR SIZE AND STYLE Key operated form exterior with a nwwnLno of 6000 SLABS 3/4" possible key changes or locking cotribmtms. If FORMED FACES IN CONTACT MAN MANUFACTURER PRODUCTS CO. PROGRESSIVE thed s steal be an audtlary WITH EACH 2" GLASS TECHNOLOGY OR APPROVED EQUL WINDOWS Single bc4 i n oene single dead bolt wfCi hardened bolt or insets. UNFORMED FACES 3" MUST HAVE DADE COUNTY PRODUCTS APPROVAL SbdN glass doors shial be provided with skdlrig door • SUBMIT TYPICAL WINDOW SHOP DRAWINGS FOR dead bops, or a bolt or a pun riot removable or STRUCTURAL STEEL : SHALL CONFORM TO ARCHITECT'S REVIEW AND APPROVAL operable from the exterior. at the iamb, sil tread, or AS.TM. A-36 ELECTRODES SHALL BE niePGig mullions. These odors shall be reinorced Ih • E70XX SERFS LOW HYDROGEN, ANCHOR PLUME3ING NOTES: the strick and lock area to malltan bolt srength BOLTS TO BE AST-M. A-307 HOT DIPPED effectiveness If necessary, and such doors steal have GALV. FURNISH ALL LABOR MAiE21ALS AND EQUIPMENT no screws removable from outside which facltate ready ALL WEDDING BY CERTIFIED WBDERS REQUIRED FOR THE COMPLETION OF THE SOIL. entry from outside. WASTE VENT, DOMESTIC WATER HEATERSPLUM31NO Hnges on exterior outswngng doors shall Nave ` WiiL)ED WIRE FABRIC : SHALL CONFORM: TO FIXTURES AND ALL OTHER SYSTEMS AS INDICATED non -exposed screws and r"i-removable ons AS.T.M. A-185 SUPPORTED AT A MINIMUM ON DRAWINGS. Class rn exteror doors sna: comply with the american OF 36" ON QNTER EACH WAY. LAP FABRIC ALL WORK AND MATERALS SHALL BE N STRICT national standards institutes 797.1. A MINIMUM OF 6" AT SIDES. ACCORDANCE WITH LOCAL CODES, RULES AND SkIN glass doors and windows steal be mstaled and ORDINANCES. cortstructed so that no pariel can be Med tram the ' SLABS ON FILL ALL WORK SHALL BE PERFORMED BY A LICENSED tracks when n the iocKed position, and so as to cetruzy ' SHALL BE PLACED ON CLEAN, NON -ORGANIC PLUMBING CONTRACTOR, INLA A FRST-CLASS NORK witn the arctrtectuua a"Tcium mlgm. assocz standard SON_ THOROUGHLY MO15713D IMMEDIATELY MANLIKE MANNER AND THE COMPLETED SYSTEM for faced entry resistance, AAMA 13033. - BEFORE CONCRETE IS POURED. SHALL BE FULLY OPERATIVE. 4ont mark entrance doors Shall be provklei with a THE CONTRACTOR SHALL PAY ALL COSTS PERM^, Scope Ear vision panel and Tiu.tple pout JOCks U"1 A E INSPECTIONS AND ALL Ql}ER COSTS NCID(MAL TO inactive leaf. F--=k-1 %y�Gts SITE PLAN LEGAL DESCRIPTION LOT'S -] :.. -L.-. aC ✓F AM����D D� Iv11i•M; Sf-417��_ SE'_c:":r;l�i FVG.4. /4C�l7i&,� ";Cy E Pow i P-7 or• :ems �F �_ ;Ct�P x ZONING DATA ZONING: REOLJ RED PROVIDED Height (to ridge of roof) Net Land Area Lot Coverage (everyttmig under roof) SETBACK: Front — side side Street Rear site to be lined to County flood criteria elevation KCVD. or an elevation no less than. the rQriest approved crown elevator. of the road abating the property - Area adlacent to lake or canal to be graded so as to prevent drect ovenand dscharge of stormwater Into take or canal. Lot will be graded so as to prevent direct overland discharge of storm water onto adlacent property. Applcant w10 prbvkde cerVtication prmr to final mspectmn LOWEST FINISHED FLOOR ELEVATION Lincluding basement) DISTRICT - ELEVATION CfrY ROOD 17Rn,%A CROWN OF ROAD -- DISTRICTS CNH SFH OTFE2 RE<XA2ED--�_ PROPOSED CITY ROOD CRITERIA LOWEST FLOOR AS -SLAT ELEVATION SURVEY IS REQLW.ED BEFORE MAKNC ANY INSPECTION ABOVE LOWEST FLOOR SHALL BE NCFES ABOVE FINISH GRADE J-J c^op P�GEG I I r- I / i I '_7 u' d� CLIP` DRAWINC INDEX IN IH IU IW III �I III UI III QI zl WI Mil W LO LD z W a -C O (0 3 N 417 M Q �_ Cc O LL _ O N t ICI (D N O M M O O a Q M N M CQ L (.(U `J Q Z L.0 Q LL1 lY W O CL' O Lj_ N 7 W n cn Q 0O �= 4 O N Mu Q= N_ �5 O PROD. N Q SHEET A-1 r UI BEDROOM -, iOM DINING ROOM x I ST.er� l! I TINt II ! -Ni i f'I Jj i I .Y j MASTER B�DROOM-- z � - I i ol , MASTER BATE k r, 47, wG LIK I t� dD G.0 ' Nor I _ `• _ I i 1 r 1 y i PAS i;,- 'C' • �': ';. t.'/ F"'-I+ �% = �'..��- � `. ,- •�,,, ;, jam+ zl � i (n I F' I UI IWI F- I III IUI Imi lal IHI 121 I WI I JI w LD ED Z W > m M O (U q Q .0 0 E7 3 W Q O m 0 a = m 1 n E) N O � m O ¢ Q .- m N Q E7 m w ZLLj o W uj � Q O �" Lon 70 LJJ o vLu o^ U, O o LLJ - i V 57 SO L IPROJ. NO. FLOOR PLAN Q SHEET A-2 i E,, NORTH ELEVATION ✓'—car ""g - V V LJ 1 LLL Val 1 IIJI N _.t_'�s` U W uD 7 O Z Z M W m O > N I Q Q M OD .0 0 i m O Ix n t0 0 co O J O O N LL N Q '° O m N Q (0 m YJ r U W U ZLU Q I o� IAi O �O F" W Ln 7 ce n O_ w o = 7N O �< �Q 5 Q Z W J PROJ. NO. Q SHEET A-3 1.1 E ✓d p�ri r L "I t Fop- C Doa-^ = c:d;J v^r•,- pr.-c> � ".:::�• :^�'.'�'�Jl�w.^ 1 ;'i N GCj � cpuAnil�,,.;� Nrw :r�3' .NoT L=✓� ".rA,v I ;«, Cae " '�,". '.:. ;'"W L �.�" on3': My !' I C.,7 • 4"„ . •.R'?`, L'a/ MIIJ. �ro!ot- (ap V r. t CAY 4 brz!ps 2 p Irt- T-co��- It �Qr TUC h4. t=. Sri 0`A�:;;,•" s`-✓"a '_, _ 'I^� —� GfYi-•=r"�J _--, F P. A:4 Avr1 i I nw . � � PPS--r ��°.• I k�l 1-4-1&-L 'r. CSES FpNISH IZ I Fm 01' r? G C r TYPICAL SECTION X 0 y r, t:1Gp� J2IS7 } ��+•. ter. wd VLYL , u 4- FT. �-I C;Ot::� x 41 L.. 7 i pc >-e,. I I S 4-" G L p r u t>-- --44r' S "'zz ti.- ll --ouc-r APfmr •a ti frc©Q/19E Qf Ffze)veP szorzr�L l5fW rT61z- Fr. r. AL, L - h1�w W W ID 7 In Z Z M W m O N Q Q m M CO t O _ n m O m fD O fD O f0 0 3 a ¢ co _ Lo O Q N Q m � N • U W 0 7 I O 0 Q I�, Z W J PROJ. IV O.il Q SHEET A-4 L t r,Y1.4-n vi ce 2, �4 px ROOF FRAMING PLAN i i' t - N � r=' � . x� � �, r•. mac,: ;-..���raL. 1..'4/ ..,ice C:� � nt v'. •++4i�`.'�l� } l ..�J M '.0 ,c:.' r'i»ir`.• Cris. -•- ; �i.... F I I a I ' i FOUNDATION PLAN w w Z :) Z w w M o > CU IT Q a M r 0 m O w ¢ 0 cD O 3 a 0 ui 0 o[ cc 0 a Tllllg M N Q f0 M � W U Z w QW LL O� ce LU N °�To C o 7 N O� �PROJ. N a � SHEET A--5 t3 GuTcrl'i r4rt t— ->y A I H ITS �.,b•. \J _ LAg ) I�1A- i "G F. r 1 � C1� lO• r Ll W G ' V 3 C qF5, } GAT Gad q ������,,.�•• la , r . C6'vT rr,. ,It.I , — GJT }� 4 YltihLNA — :), jLA, �• c,�'xl. Ur ��.—eI�T, IIV>stT T1;11rJ Mr,T- I }II:�r' 2" V Ll ;I I 1 I ` v(( _ �NiTA11 - S12 LINE - VE(l;rly INVEit•7 �. t-GCk-•'� 1%0I717'c, # IF IPVen,T 15 f T PcH'<V a ram- at,o Les,; ?%ipp4 C-xl - RE:-sIr.-E.NcE� PLUMBING PLAN U 5I (4rV I , U LEGEND SYMBOLS Q ABBREVIATIONS ' SANITARY WASTE LINE — — — SANITARY VENT LINE —ST— STORM SEWER UNE W LO —CO— A.C. CONDENSATE DRAIN LINE :) U) —PT.—, P B T RELIEF VALVE DRAIN LINE i G Ir Z (M� INDIRECT SAFEWASTE ((( m O G— GAS LINE (FUEL) > IT --- COLD WATER LINE Q m ---- HOT WATER LINE Q M co ----- CIRCULATING HOT WATER LINE i 13 (?j — FIRE WATER LINE _ 4 n 0 —ssSITE SEWER MAIN O (D Q —W SITE WATER MAIN co O 0 FCO 0 FLUa'i FLOOR CLEANOUT 3 LL I CO WALL CLcANOUT N Q HOSE BIBB O TRAP m -C:;L* OR a� GATE VALVE (U Q —J--4 OR —pi GATE VALVE IN VERTICAL LINE (D ELBOW DOWN NOTE m --0 ELBOW UP NOT ALL SYMBOLS 8 TEE DOWN ABBREVIATIONS ARE �3 TEE UP USED. t-- CHECK VALVE AIR CHAMBER 7+ A/C AIR CONDITIONING HS HAND SINK AD AREA DRAIN HOR HORIZONTAL AHU AIR HANDLING HP HORSEPOWER BLDG. BUILDING HTG HEATING BS BAR SINK HW HOT WATER L CB CATCH BASIN INV, INVERT i CD A/C CONDENSATE DRAIN KS KITCHEN SINK CF CUBIC FEET KW KILOWATTS CLG. CEILING LAV. LAVATORY CO CLEANOUT MH MANHOLE COMB. COMBINATION NIC NOT IN CONTRACT CONN. CONNECTION PSI POUNDS PER 50.INCH r ' CW COLD WATER PBT PRESSURE 8 TEMP. v DF DRINKING FOUNTAIN RD ROOF DRAIN OW DISHWASHER RWL RAIN WATER LEADER DWG. DRAWING SS SERVICE SINK ELEV ELEVATION ST STORM WATER EWC FI ECTRIC WATER COOLER SW SAFEWASTE EWH ELECTRIC WATER HEATER SWR SHOWER W FCO FLUSH FLOOR CLEANOUT TDH TOTAL DYNAMIC HEAD FCU FAN COIL UNIT TUB TUB WITH SHOWER FE FIRE EXTINGUISHER UR URINAL FD FLOOR DRAIN V VENT FT W. FEET OF WATER (PRESS.) VS VENT STACK FS FLOOR SINK VTR VENT THRU ROOF FU FIXTURE UNITS W/ WITH G GAS WC WATER CLOSET GO GARBAGE DISPOSAL WM WASHING MACHINE GPM GALLONS PER MINUTE WS WASTE STACK G V GATE VALVE WVS WASTE 8 VENT STACK .IB HOSE BIBB SF SQUARE FET W Z LU O 7 W vi O O PLUMBING GENERAL NOTES LA I. -ALL WORK TO BE IN ACCORDANCE WITH THE L06M„PLUM- BING 8 BUILDING CODES. 7 Q 2-BUILDING DRAINAGE SYSTEM DESIGN BASED ON I/8"/Fr (n MINIMUM FALL, ANY DEVIATIONS SHALL BE. API ROv@D BY ARCHITECT B ENGINEER. U O 5 3-CONTRACTOR TO PROVIDE I° (MIN.) WATER PIPE O'Aff'_D C AT EVERY ELECTRICAL SWITCHGEAR ROOM OR A'tlu L ROOM TO BE USED AS GROUND. 4-ALL VALVES UNDERGROUND TO BE INSTALLED IN f RE"AST CONCRETE BOXES, BROOKS OR EQUAL. S-PLUMBING CONTRACTOR TO FURNISH ALL REQUIRtiU FLASHINGS FOR PIPES TO ROOFING CONTRACTOR 6-MATERIALS SHALL BE ALL NEW 8 AS FOLLOWS A) DRAINAGE PIPING - PVC SCHEDULE 40 DWV PIP[ B) WATER PIPING - TYPE K COPPER (UNDERGROUND) TYPE L COPPER (ABOVE GROUND). PIPES COArW WITH ASPHALT. C) A/C CONDENSATE DRAIN- SCHEDULE 40 PVC D) PLUMBING FIXTURES - AMERICAN STANDARD, "LbR CRANE OR EQUAL. ' E) FLOOR a ROOF DRAINS, IF USED, JOSAM Ok EQUAL. F) ELECTRIC WATER HEATERS-GLASSLINED, 5 YEAG GUARANTEE A.O. SMITH OR EQUAL. G) VALVES - 125 PSI NIBCO SCOTT OR EQUAL. H) HOSE BIBBS CHICAGO 952, OR EQUAL. T: PROVIDE ALL EXCAVATION BACKFILL B COMPACTION KE- QUIRED BY ALL PLUMBING WORK. 87PERFORM THE FOLLOWING TESTS. A) WATER PIPING SHALL BE SUBJECTED TO FYCAD' STATIC PRESSURE TEST OF 100 PSIG. FOR A PVWD OF TIME SUFFICIENT TO EXAMINE ENTIRE S-YM l BUT NOT LESS THAN ONE HOUR. B) DRAINAGE PIPING- BEFORE INSTALLATION OF ANY DRAINS, THE ENDS OF -SYSTEM SHALL BE CK[ GD AND ALL LINES FILLED WITH WATER TO HIGHF.`�T POINT AND ALLOWED TO STAND UNTIL INSPECTI(W IS MADE AND WATER LEVEL REMAINS CONSTANT. C) CORRECT ALL DEFECTS DISCLOSED BY ABOVE •TESTS. 9-STERILIZE ALL WATER LINES WITH A MIXTURE OF (2i TWC POUNDS OF CHLORINATED LIME TO EACH 1000 OAI1 •'.NS OF WATER (50 PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPES 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVI^r 10-COMPLETE SYSTEM FIXTURES AND EQUIPMENT SNN-L BE GIVEN AN IN-StRVICE TEST AFTER COMPLETION OF THE INSTALLATION. II -PLUMBING CONTRACTOR SHALL FURNISH A r KITTEN GUARANTEE THAT ALL PLUMBING WORK SHALL BE FREE FROM DEFECTS OF MATERIALS B WORKMANSHIP FOP A �J PERIOD OF ONE YEAR, FROM DATE OF FINAL ACrAfTANCiE L AND THAT HF WILL, AT HIS EXPENSE REPAIR 8 REFLACg ALL WORK WHICH BECOMES DEFECTIVE. DURING CrUA((/.NTEE PERIOD W J PROJ. No SHEET P-1 IF1-tXbL,�x r • kxlgT RESIC:,ENC-E= HVAC PLAN /411 d l) r U t�lEhl CEk15?t2UG�'l c�r1 i i LEGEND, SYMBOLS a ABBREVIATIONS A/C AIR CONDITIONING - AFF ABOVE FINISH UNIT - BTU/HR BRITISH THERMAL UNIT PER HOUR CFM CUBIC FEET PER MINUTE °FD8 DEGREE FARENHEIT CRY BULB 'FWB DEGREE FARENHEIT WET BULB DG DOOR GRILLE DIFF DIFFUSER ON DOWN ENT ENTERING EXH EXHAUST F.C.U. FAN COIL UNIT F. D. FIRE DAMPER - FIN. FINISHED i F.L.A. FULL LOAD AMPERES i FLEX FLEXIBLE { FL FLOOR [ FLO FULL LOUVER DOOR Iltt FPM FEET PER MINUTE GR GRILLE HOR HORIZONTAL HP HORSEPOWER ISOL. ISOLATOR KW KILOWATTS LBS POUNDS LRA LOCKED ROTOR AMPERES 0.A OUTSIDE AIR R.A. RETURN AIR RA - - RETURN AIR THRU LOUVERED DOOR LD REG. REGISTER REQ' D REQUIRED PH RELATIVE HUMIDITY RPM REVOLUTIONS PER MINUTE SP. D. SPLITTER DAMPER SP STATIC PRESSURE TEMP. TEMPERATURE. T'STAT THERMOSTAT TYP. TYPICAL - U.D. UNDERCUT DOOR V. D. VOLUME DAMPER VERT. VERTICAL W/ WITH W.P. • WATER PROOF I-w ONE WAY 2-w TWO WAY ,. 3-W THREE WAY 4-W FOUR WAN i CT}-i THERMOSTAT (5-O"ABOVE FINISH FLOOR) I 20 x12 DUCT SIZE IN INCHES (FIRST FIG SIZE SHOWN) ' DUCT FLEXIBLE CONNECTION g VIBRATION ISOLATORS IS OR 4AETC.NUMBER a LETTER NEXT TO OF CLG. DIFF.}}} INDICATES TITUS PATTERN TYPE NOTE NOT ALL SYMBOLS B ABBREVIATIONS ARE USED. HVAC SPECIFICATIONS r. SCOPE OF WORK Work shall include all labor, equipment and materials and performing oil operations in connection with the furnishing and installation of all air conditioning, heating and ventilation work as shown on drawing, herein specified and/br required by site conditions. Equipment shall be provided as scheduled on drawings or equal equipment submitted for approval. 2. DUCTWORK A. 15—uct ma er sls shall be Insulated metal for Indoors air conditioned supply and return ductwork and metal for exhaust, and non -conditioned outside air. In lieu of Insulated metal contractor may use glass fiber ductwork; Owens-Corn- Ing rectangular type HD,:FR conforrning to Pub. No. 5,-GL-2024. D. Metal ducts shall be in ,accordance with latest issue of the high and low velocity construction standards, published by the "Sheet Metal arid Air Conditioning Contractors National Association, Inc." and the latest publication of Guide and Data Book of the American Society of Heaking, Refrigeration and Air Conditioning Engineers. C. Exterior metal duct insulation for indoors shall be one (1) inch thick 1.5 lb. per cu. ft, fiberglass flexible blanket insulation with UL approved fire resisting aluminum foil vapor seal facing and a minlmum"K" of 0.24 of 750 F. mean temperature. Installation es per manufacturer published recommendations. 3. AIR DISTRIBUTION A. All air outlets shelf be Alrgulde perforated PS,-2,-OB and of aluminum construction of the size and types shown on drawings. Return grills Alrguide PR-1. B. Fire dampers as approved by local governing authorities shall be installedf in all ductwork passing thru a floof, roof, fire partition or fire wall (provide access) as shown on the drawings. C. Contractor shall provide positive means for balancing each individual air conditio➢irfg supply air outlet, as per schedules and drawings systems shall be balanced against the actual installed static pressure. 4. BALANCING — ti t the ccl` plation of installation, the mechanical system shall be adjusted and balanced by an independent balancing firm specializing in this work. All work must be done under direct supervision of a State of Florida registered professional engineer. 5. GUARANTEE ontrZ` actor shall furnish a written guarantee covering all workmanship end materials for. a period of one, year from date of acceptance. W Q W >1.. pq Y fi��0 ➢ 1e fy. 0 9 tl$ 0 g CU LEGEND f Kim ovs 5 c c ckv. ..f NU:J L-TG- r'? 1-Iti.. II5,10 << 1 -TYPE: S' G " 1; VOLTS: jZL/z4-0 3w MT'G: 5Qwf PANEL A Bus: I s o A. MAIN: U, &� LOAD: I1,4. P' CKT DESCRIPTION POLES TRIP VOLTS WIRE COND LOAD OEM. NCD CeM. '3 PAN 2 fu 240'? II/A G�IC�`1 2,� v,tJi 3U IO I/2 N,G. 5,'1 RANGE 56 k�'C. I" j2oOt7 6118 AHD el LT6 s1 Fz-tc tTT 1 I S 112o 14- 112,1 7 S E t o -11 1 I S 12o lq- 1 /2' 11113 bIZ tr C- ?, L 9D 2+6) yj 3/4"--- i2,l�} W llnt �wL 2 12-t> ZA-o kt"I I/2 2E00 �,2y3 LTA 4 (,t( epr I Zo 12u # I Z I /2" -7 (,G b ` 21,23 5 hALL 2v H f 2 '?�000 ( Y30, q u °/'. 13,504 c' ;2-5 5,� x L Lk L a — PAN LIL I r r max:,$ t �XTER) u ITYPE'. tyulJl - L.X I_-.j �.- SUL'S VOLTS'-!CO/Lq,o MT'G: _il PANEL g' eus. I oo A MAIN L, G' LOAD: CKT DESCRIPTION LE TRIP LTS WIRE COND w5 Evi H 2 3 0 2t4o I v IZI 3 o o v 2 FrZE�7.FXi I ZU I� I� Ill' 15Do 4 6�7 s^ I PAN WAf,t 2v 120 412 '1 C,ARPGr. LTS 15 �� it 1✓L /� �(o� (tEF121C. 2 2s 0 12 /L ISCo -:;w (ETA I. I o q r, el I s11 o KW (� IoU ° o oua I All u I . 1 j f q - . g A-�0 r - ' ' L f, _4A A- EY-'ST � C'- _ _ GIGO t`• r., ,,.._ � �� � � � �: A io� E=X 1467, 'Re SIr.�E.NGE ELECTRICAL PLAN , I I Ir- q i I ld I IJ.E ht Gc>NS7F-U C,-L Or-4 S SINGLE POLE SWITCH S3 THREE WAY SWITCH �^ DUPLEX OUTLET (GROUNDING) p SINGLE OUTLET (GROUNDING) SPECIAL PURPOSE H--H FLUORESCENT STRIP INCANDESCENT LT'G. WALL BRACKET TYPE INDICATED ON PLANS. e EXIT LIGHT FLUORESCENT WRAP AROUND, UNLESS OTHERWISE NOTE. O INCANDESCENT LT'G. CEILING MT'D. TYPE INDICATED ON PLANS. o-O POLE LIGHT LIGHTING PANEL POWER PANEL CONDUIT CONCEALED IN WALL OR OVERHEAD -- CONDUIT IN OR UNDER THE SLAB FLEXIBLE CONDUIT 1� CONDUIT RUN EXPOSED aFIRE ALARM STATION DwF DISCONNECT SWITCH-WR INDICATES WEATHERPROOF(T © T. V OUTLET TELEPHONE OUTLET MOTOR © JUNCTION BOX HEAT 9 SMOKE SENSOR (ELEVATOR CONTROL) Q FLOOR OUTLET - O FIRE ALARM VOICE-cotIM. SPEAKER QI FLOOR TELEPHONE OlJ11E ELECTRICAL GENERAL NOTES I.- ITSITE INVESTIGATION: IT SHALL BE THE RESPONSIBILITY OF BID DERS SITE OF THE WORK AND TO ACQUAINT THEM - SELVES WITH ALL INFORMATION REGARDING THE NEW BUILDING. 2.- DESIGN'. THE INSTALLATION OF THE WIRING SYSTEM SHOWN ON THESE DRAWINGS SHALL CONFORM TO THE REGULATIONS OF LOCAI CODES AND ORDINANCES, N.E.C. AND LOCAL UTILITY COMPANIES. 3.- MINIMUM STANDARDS: THE MATERIAL, INSTALLATIONS, AND WORK MANSHIP FURNISHED UNDER THIS SECTION SHALL CONFORM AT LEAST TO THE REQUIREMENTS OF LOCAL CODES AND N.E.C. ALL MATERIALS USED SHALL BE LISTED OR BEAR U.L. APPROVAL. 4.- GUARANTEE: THIS SUBCONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL WORK EXECUTED UNDER THIS CONTRACT SHALL BE FREE FROM DEFECTS OF WORKMANSHIP AND MATERIAL'' FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPT- ANCE AND THAT HE WILL AT HIS OWN EXPENSE, REPAIR B RE- PLACE ALL WORK WHICH BECOMES DEFECTIVE DURING THE TIME dF THE GUARANTEE - 5.- FACEWAYS AND F:TTING4: RACEWAYS 1-1/2" OR LARGER IN THE SLAB OR BELOW GRADE MUST BE RIGID GALVANIZED CONDUIT. GALV E.M.T. MAY BE USED FOR ALL OTHER RACEWAYS. COMPRESSION TYPE., FITTINGS ARE TO BE USED ON E.M.T. SYSTEM. P.V.C. WITH GND. WIRE MAY BE USED WHERE PERMITTED BY CODE. OMIT CONDUIT IF NM OR NMC (ROMEX) IS USED,. 6.- CONDUCTORS: THE MINIMUM CONDUCTOR NO. 14 SOLID CU "TW" IN- SULATION- NO MORE THAN THREE CURRENT CARRYING CONDUCTORS SHALL BE INSTALLED IN A RACEWAY, AL. CONDUCTOR ALLOWED ONLY WHERE INDICATED AN DRAWINGS. 7.- ALL EQUIPMENT USTED JN THE DRAWINGS BY CATALOG NUMBERS - SHALL BE LIMITED TO THE KIND MANUFACTURE LISTED. NO SUBSTITU TION SHALL BE ALLOWEUNLESS APPROVED BY THE ENGINEER,A !WRITTEN GUARANTEE CF THREE YEARS AND CREDIT FROM BASIC BID SHALL BE SUBMITTED AT BID. 8.- ALL FEEDERS AND BREAKERS SHALL BE COORDINATED WITH EQUIP MENT'S PLATE AT SITE. 9.- ELECTRICAL INSTALLATION OF THIS PLAN IS IN COMPLIANCE AS SET FORTH BY STATE C= FLORIDA STATUES MODEL ENERGY EFFI- CIENCY CODES. 10.-BREAKERS MAY BE IN ANY ORDER WITHIN PANEL. II.- SMOKE DETECTOR HARDWIRED TO KITCHEN OR BATH ROOM NON- SWITCHABLE LIGHTING CIRCUIT, NOT ON G.F.I. (RESIDENTIAL ONLY) 12.- PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING CHECK NAM$ PLATE DATA OF A/C EQUIPMENT, HOT WATER HEATERS AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVERCURRENT PROCTECTION. sHF,IE E-1 %vo-