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BRB22-00516:NEPA L NOTES gill'' Zovko Code: 1, CONTRACTOR SMALL VERIfV ALL DIMENSIONS {tND CONDITIONS AT J013 T �j-0 �egr�ireJ� Troposed SITE 13EfORE STARTING WORK, DISCRETANCIES S} ALL ?6 ROUC}{T TO T" E ATTENTION of -r }E f cR iTECT/ENGINEER 13Efaf TRoaEDIN rove+ 25.0� 40.1' WIT} T} E WORK, CORRECTIONS OF T} ESE CONFLICTS ARE TO -DE �CGIr WiG11vl 25•D' S0.51 INCLUDED INT*6WORK ANDINTf ETTO`POSAL, 2, CONTRACTOR S4ALL OBTAIN LATEST SET OF DRAWINGS INCLVPIN6 ANV Side 1 -760' Z&V REVISIONS, HFORE ST{ARTIN6 CONSTRUCTION, 3, NO C�AN6jES OR SUBSTITUTIONS S}}ALL H MA -PE WIT- OUT T*6 WRITTEN r. e . ► � � � i I � e I • � �,�—.-x.-,�. ��u. ` .r ... � �-��--��.:'w-.�..�:u�` ..���a �.. ., er- ,���-tea <.+,,...,..� -��„,�. ��,-...e. s,�::w � .. , e . . e e r � s r s r �� �► r e• q, ALL SECTIONS AND DETAILS S}ALL BE CONSIDERED TYPICAL AND ATPLV I. SCOTE OF WORK IS ADDITION Of T*6 MASTER H ROOM AN-P L{}mmy FOR SIMILAR SITUATIONS T+tRoLi6 { UT -r#6 ?PzoacT, UNLESS AND 'INTERIOR RENOVATION OF KITCµEN AND BAT+MOOM BV OT} ERWISE S'PECIfICALLV NOTED, REMOVE AND RETLACE EXISTING "PLUMBING FIXTURES WIT} NEW AS TER RCVIT16CTVRAL TLANS, TERWIIT:E TROTECTIO N N OTC • AS TER f5C 18110,1.3 "BUILDIN6(S) S�ALL } AVE IRE -CONSTRUCTION TREATMENT 'PROTECTION AGAINST SUBTERRANEAN TERMITES IN ACCORDANCE WIT{ T{ ERULES AND LAWS ESTA-DLIS40 BV T#6 "fLORIDA PFFARTMENT Of: AgICULTURE AND CONSUMER SERVICES," A CERTIFICATE OF COMPLIANCE S} ALL BE ISSUED To T} E BUILDING DETARTMENT BV T{ E LICENSED -PEST CONTROL COMTANV TE FORMING -r�E TREATMENT, COM CT ON NOT SOIL � I E ° • TILL SU'P'PORTIN6 SALL BE COM-FACTED UNDER T{f SUPERVISION OF A SPECIAL INSTECTOR TO A MINIM0 OF q5 PERCENT Of MAXIMLAM (iRV DENSITV FOR ALL LAYERS ASTER 7FBC,152D,3,1, SOIL ST.AT ME-NT NOTE • VISUAL INSTECTION PER S.F,B,C 24D3.2 REVEALS T} E SOILS TO BE COMPOSED OF FIRM SAND {ANDROCK WIT{ AN ASSUMED BEARING GAPACITV OF 20DD P.S-F^ S}IDULD CONDITIONS VRV FROM T} IS ESTIMATE T#6 , ENGINEER SF{ALL BE NOTIFIED BEFORE TROCEEDIN6, WIT} T} E walK -ALSO A LETTER WILL BE SUBMITTED AFTER T}f GROUND f AS BEEN BROKEN ATTESTING T} AT 1}4E SITE BIAS BEEN OBSERVED AND TVE FOUNDATION CoNDITiONs ARE SIMILAR To T}}oSE u1'oN w} icV T}f DESIGN IS BASED, 1 • 1 1 ,r . �11MW1 1 .r ►� LO-T AREA - (17o 10,725 SQ.-fT IWh�RVIOUS B(AILI�IN� T V�RS f�R S, e�RIV�W `f (500 X 50`�0) -745 SQ.FT o-r��S (co NCRET:A?-:E-AS) 577 SQ,-FT 1 MrERVIOLAS TOTAL :, 2q,%�1a 31180 SQ.-F TEWIO(AS T-AVERS RE -AS, RIVEW-AY (500 X 5D07o) GREEN ARE- (TERVIO(AS) �0,4 0 >545 SQ,-FT TEWIDUS TOTAL 7^D.40o 7,545 SQ.FT AREA TOTAL 1001,10 10,nU2 SQ.-FT At • RESIDENTIAL OCCUPANCIES W{ ERE T#E OCCUPANTS FARE TRIMARILV PERMANENT IN NATURE AND NOT CLASSIFIED AS GROU7'R-1,R-Z, R-A ORL Septic Tank System Calculations: • BUILDINGS T} AT -PO NOT CONTAIN MORE T} AN TWO DWELLING UNITS. NEW TOT -AL ft/C :ENCLOSE�D A-P-:EA:1,858 Sq. -ft. (NO CIAT- ftE) rOTAL T-OOMS: 3 IF0L=o N LAM-D R 061-4035-010-0030 :ESTIMATE SEWAC-4 -f LOW CA LC(A L-ATIO N = 300 6- -P DVR SS -7qo2 Sw (P-7 fAV:E S:E-PTICTANK Gib-FACIT`! = C100 6-ALLONS PPAIN-fI:6L­P -A-REA (CAAMDERE( -DEP) 6-A-R/D.6 = 500 SQ, FT?,:EQ, F`Lo07-S Z50 SQ.T LEft AL PESCRI-P- TION LLAPLfAM-COVES Y3 51-4$ : �oT3 500 SQ.-fT / 15 SQ:FT = 33.3 C44A iPERST-:EQ(AIRE c44Am-D:ER sys-rE is AT-c 2-4(2' x 5'=15 SQ.FT) 1sROVTV:E 3Cp C44AM-D�S (15 SQ.-fT ,6ftc44) TVI OF CO NSTR(IIcTIO N III-B TOTA L O-f 540 SQ,-fT O-f SRO-POSEV VR-AI N -fI:E L I� -ATRIA VEfAT OT BUILT 1ci51 I.ONINC CODE T-3 - SINCALE-FAMILY -RESIIPEN7i L 511?IaC.TiX(? (ACTS-f`( N(�l CONCRE`FE DLOCV- WALL SP-l.paf ' ood Ha ah PE 82038 • This it ha s been digitally signed d and sealed b Mas B Y B Y J SEPTIC TANK NOTES COC?--PI NATt 1EXACT LOCA-rIO N A N P -FINAL SI F-:E C?-IT:E-RIA WITV 44-E }L-r44 (P:E-P-}-RTWt-ENT-Rf,1SR:ES:ENTA-ENTO COM?LY WIT-� ,C,, Chapter Cp4-:6, -D:E-FD?-:E COMMENCING WORK, CONTRACTCSR'S4ALL FIELD' COCpR-pI NAT: :ExAc-i S-4A-P:E, LOCATION, I N STD} L LATIO N, -A N 1�7 o-rV� S` s-r:cm-R:cQ(AI-R-EMENTS WI-1744 -A"RC44ITfCT, OWNE-R, LAN-PSGA-P:E, A-Rc44 TECT, -FL(A1M-DIN6, 44VAC, :6L:6C1-RICfAL, -P-AVINCI, SITS, ANC o-r4 EP- CON—rP-AcTC3RS A-F-fECTEV i3v T44IS WORK, S�-FTIC SVST:EIM, VRAIN FI:60 -A-REA WIINIM(AM CL:E-}-RANCES S44-ALL 13E AS -fOLLOWS:.10' =ROW( EASIMENTS 07- S:61'13ACKS, 5 PROWI ROB RT`f LI N: -AN P D(AI L Pj N G;10` fP-OM W-}TAR' SERVICE LINE. -r44E,R:E -AT-: NO -FERTIN ENT -F:6ATUR-ES ON AI�jAcENT SRO,pERTIES AN-D -ACROSS -r44:6 STR-E:E-C' -r 4 A-r WIRY -A-F-FACT -T"44:6 S`f STEWI INSTALLATION, 1311411,1511 21u Z7u»� ^rrj _ '.Q _ � D 0 � ._:- � _ . — 1 z2 14 It,o t ,w -����-���-�. tt II , tin � � r cn I i 1 T C -2 5 B 1 1 i 1 1 1 II 11 1 1 1 11 1 1 35 5 1 � _ J _ 1 1 1 11 I I • /� It-. 1 6 111D11� Z`� 1 1 36 -T7 �]-J Q Q �'� 100 - - i EW aDD GAt �...1•��— —• �_ `�i= � __,fir - �� n� � . yx � 1_ — ddi NORTH • } $ tip. r�'*:,�. ! �a .. • .. '_ 0 E00 0 too* 0 00*00 0 �9 CALC ENGINEERING www.calceng.com 2000 NW 89th PL. Unit 102 DORAL, FL 33 Phone: (305) 698-9095 ENGINEERING BUSINESS CA CERTIFICATION: 325GG MASOOD HAJALl P. E LIC #52035 O QD O�Q�' LLJz+ m QD z O 0 0 Q R-21 DOOR SIZE •VWND Q O ► •► r► Z� • ► r► ► •� � r ;r rrr Elm Miami Dade County Department of Regulatory and Economic Resources - JobCOPY 0�22006079 - 7/l/2022 8:02:59 PM 21449 MEP-A-1 3 b-13-aa.pat s - - J . 1.v v n to - V5 0 8 0 009 000 CO.4 0 0 • ... . E J:0000 !�9 CALC ENGINEERING www.calcencj.com 2000 NW 89th PL. Unit 102 DORAL, ffL33 172 Phone: (305) 895-9995 ENGINEERING 13U51NE55 CA CERTIFICATION: 325GG MA500D HAJALl P.E LIC #82038 L1/ 0 11QD Z J W C� W > (T). O cn LU LLB Z ry U 0�� R/ (S) IW- z � N O— Q _ z O 0 C� Q FLOOR PLAN Date 12 / 2 1 / 2021 Project Number 21449 Sheet . A- Scale Drawn 13 As Shown 5P/LO SYM. TYPE DOOR SIZE (W X H) MATERIAL NOA WIND PRESSURE O EXISTING - - aTERIOR VR 3(,"X5D" SOLD CORE O SLI-PINC1 GL VR �,D"X'W' C-IL-ASS 3O INTERIt7R7R 3D"X5D" WOO-P - O'Di--FL17R 3D"X5D" MET -AL - SLI-DING PR wD"X50°' WOOD - WINDOW SIZE SYM. TYPE (W X H) MATERIAL FL# ZONE 4 OaISITINCj - - - O SINC1 LIE 44(ANC 3(0uX3�I1 LUWtIN(�tWt 3(o4C#;-3ci.71# - O SINC-4LE44LANC4 3(°X48°-ALLAMIN(AM 3(p,(o(o#, -3q,-71# CONTkflCTU2-R-ESYONSI-13L:E TO V15RST`/-R0LA64I OTN6, SI�:E W/ W-PW, W1TC1, INST-ALL-ATION INSTRUCTIONS. ALL E(jRIESS W-PW. O-PNGS. TO BE MTN-24"441: & 20° WIPE AN-P MIN, 5,7 S.-F. OT O-FN6. LECIEN P ---- --- TO13E PEMOLIS44E�P :EXIST, WA L L TO -P-EM-Al N NEW WALL 1� DOOR T-A6 1i W-}LL TA6 1+ WIN POW T-ACI °En ICE N OTES EXIST. TO -P—EMAI N This item has been digitally signed and sealed by Masood Hajali PE $ - Digitally signed Printed copies of this document are not considered signed and seal the signature must be verified on any electronic copies. MASOOD by 00DH�tif4� ' • s `�- dAJALI - No 82038 •• " =, STATE OF �' �'� �' te: 0. I WN TrHE AUTMR QF Tr7IS46C4MffW ,oe-z 09:57:42 -5'00' 171 I C-13S W-A L LS TO -13E PEM0 Lls44 V 172 E-XTE1ZI0R -POOR -AN P WIN-POWS T013:ET-:EIMOV:E17 P3 -P-AT-TITION WALLS -AN P -POCJRS TO 'DEREMOVEP P4 7,EMOVE -AN-PRETLACE WI-r� Nfw ExISrt, KrFc} EN CA131NFTS AN P-A??LIANC'ES 1-P5 REMOVE EXIST.'FLOCYRINCI ••• • • ••••e ••• v C?L- CALC ENGINEERING www.calceng.com 2000 NW 89th PL. Unit 102 DORAL, FL 33 172 Phone: (305) 898-9995 ENGINEERING DU51NE55 CA CERTIFICATION: 325GE MA500D HAJALI P.E LIC #62036 r O 12'-7" 26'-4" 00, LL_ 15'-7 1 /2" 5'-2" LflV - W� 17R � J W WIC F 5+} weovy 0 �3ftT I�ROO WI #2 RENOVATED 'DAT+ROOIM #� N3 NEW�i WIC N3 oo Lam, �i I IN iv M ry % '�-� ` J O 0 = �i I o 0 NEW^ ,�,/ !L ( 1 `,J " -ASTER0 P>AT OO WI -' "� O >U— 11'-3" 6 7'-10" I 5 -11" 6 N1 W J.I ' O I. O- % o / �, lbi— -� N O Q - _ N D1 D2 'D1 RENOVATED 13EVRWI # OOA RENOVATED 'DEVRWI OO#2 O i � �EVROOVv1 #2 -00 NEW _ Ld = tMftSTERF>EI�ROOIM N vI P�VROOWI #3 n PROPOSED PLAN C SCALE 1/4"=1'-0" EXISTING/DEMOLITION PLAN C SCALE 1/4"=V-0" Z O F W I-- O N O N. U m z O o, L1 O d z 0 LLJ C. FLOOK PLAN Date 1 2/ 2 1/ 202 1 Project Number 21.449 5heet A- Scale As Shown Drawn By 517/1-0 ELEVATIONS Date 12 / 21 1,202 1 Project Number 21449 Sheet A-2 5cal e As Shown Drawn By 5P/LO v .r �+r+vvvv • � • � W� �r v�aw v • vr� •.•� i.a-a - - A-2 .pdf M n 6:6NERA L NOTFS -FINAL CL:E-ANIN6 1. CONTRACTORS ALL VERIFY ALL DItMENSIONS.AN-D CONDITIONS AT JOB FLOORING; SITE BEFORE STARTING WORK, DISCRETANCIES STALL BE'6ROUC}}T TO T{ E ATTENTION OF T{TE ARCI-TITECT/EN6IN'EER BEFORE TROCEEDIN6 A, CLEAN SUBSTRATE, TILL CRACKS, }TOLES, AND DEPRESSIONS AND LEVEL WIT} T} E WORK, CORRECTIONS OF T} ESE CONFLICTS ARE TO BE FLOOR WIT} IN 1/8" IN 1D FEET BEFORE T} E LAYING OF T}f W00D INCLUDED IN T} E WORK AN-P IN T{ E TROTOSAL. FLOORING, 2, CONTRACTOR STALL DETAIN LATEST SET OF I�RAWIN6S INCLUDING ANV N L WILL N V OT �. I AREAS W}{�R� T}TE FLOORS WI BE FI IS}TED B }TERS, T+IE -REVISIONS, PEFORE STARTING CONSTRUCTION, CONTRACTOR IS TO BROOM CLEAN 1-VE FLOOR ONE -PAV BETORE T}{E INSTALLATION OF FINIS14 FLOORINC1. 3, NO C�AN6ES OR SUBSTITUTIONS STALL BE MADE WIT} OUT T+IE WRITTEN AMOVAL OF T} E *C, ITECT, C, ` GENERAL CONTRACTOR STALL REMOVE FROM SITE ALL DEBRIS LEFT BY SUBCONTRACTORS TRIOR TO TENANT'S OCCUTANCV, 4, DRAWINGS ARE TO BE ISSUED TO T} E SUBCONTRACTORS IN CO4MTLETE SETS SO T{ AT ALL *C}}ITECTURAL DETAILS AFFECTING T} EIR WORK OTTER; ARE INCLUDED, A• 'REMOVE 5REASE, MASTIC, A-P ESIVE, MUST, DIRT, STAINS, 5, ALL DIMENSIONS MUST BE VERIFIED BV T} ,E CONTRACTOR IN T} E FIELD, FIN6ERTRINTS, LABELS, AND OT{ ER FOREI6jN MATERIALS FROM TVE ANV mAJOR DISCRETANCIES WIUST BROUC,} -r TO T} E ATTENTION. of T}TE SITE, AND FROM ANY o-r TER wOSEq FINis,0FV INTERIOR OR EXTERIOR ARC�IiTECT, SURFACES, lo, WRITTEN DIMENSIONS TAKE TRECEDENCE OVER SCALED DIMENSIONS. DO 'D., WASP GLASS, AND MIRRORS AS TER MANUFACTURER'S STECIFIC NOT SCALE VRAWINGS UNLESS AUT}T R ZO BV T} E ARC} ITECT, INSTRUCTIONS. 7, T} E'ARC�ITECT RESERVES TVE RI6} T TO REJECT ALL WORK T} AT IS C. TOLIS}{ GLOSSY SURFACES, DEFECTIVE AND/OR OF TOOK WORKMANSTI'P OR WORK T} AT DEVIATES FROM T{ E STECIFICATYONS OF T}{ESE -POCUWIENTS, R CLEAN TERWIANENT FILTERS, AND RETLACE FILTERS IN VENTILATING SVSTEMS, IF UNITS ARE OTERATEP DURING CONSTRUCTION, CLEAN 5. T}IS OFFICE DOES NOT ACCETT ANV RESTONSIBILITY FOR T}TE DUCTS, FLOWERS, AND COILS IF UNITS OTERATED WIT{TOUT FILTERS INTERPRETATION OF T{ ESE TLANS -ay o-rVERS, UNLESS REQUESTED IN DURING CONSTRUCTION. WRITING, AND IT IS GIVEN -r {E Au-r }aITY TO C�TECK AN-P APPROVE E, PRIOR TO OWNER OCCUTANCV, CONTRACTOR STALL INSTECT T} E SITE, STOP VRAWINGS. AND EXPOSED INTERIOR AND EXTERIOR SURFACES, TO VERITY TVAT T} E ENTIRE WORK IS CLEAN AN-P SATISFACTORY TO T}IE ARCFTITECT, q, ALL SECTIONS AND -DETAILS STALL 13E CONSIDEREP TVTICAL AN-P ATTLV FOR SIMILAR SITUATIONS T+MOU6} 00 T} E -MaCT, UNLESS OT} ERWISE STECIFICALLV NOTED, CALA ZI N 6 NOTE • GLAZING IN FIXED OR OTERABLE TANEL ADJACENT TO OR WIT{ IN 46" -PEP-MIT -A N I7 f ROM EDGE OF POOR & W} ERE PDOTTOM EDGE OF GLAZING IS LESS T}TAT • ATTLICANT WILL COWITLV WIT}{ ALL ORDINANCES OF T} E MIAMI-DARE COD" ABOVE FLOOR STALL BE SAFETY GLASS CAT I IF LIFE IS LESS q SQ. FT. COUNTV AN-P CITY BUILDING COPE PRIOR TO STARTING CONSTRUCTION, • IF GLAZING IS MORE T} AN q SQ, TT, GLASS CAT II STALL BE TROVIDED, • IN ADDITION TO T#6REQUIREWIENTS OF T+IIS PERMIT, T{ ERE MAV BE ADDITIONAL 'RESTRICTIONS AT?LICABLE TO T{{IS TRoTERTY T} AT MAYBE FOUND IN T}f TUBLICRECORDS OF MI-AMI--DALE COUNTY, LEV:E L N OTC • MAX. YZ DIFFERENCE ON LEVEL AT ANV FLOOR LEVEL. -FEP-MIrt": -FROT:ECTIO N N OTC CEI LI N C -AN-P SO-F-FIT #gcj- ET N OTC • AS TER FBC 1b1CO,1•7 "BUILDING(S) STALL -SAVE TRE-CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES IN NEW CEILING AND SOFFIT } EIG}TTS STALL BE 7'-D" MIN, ABOVE ACCORDANCE WIT}T T} ERULES AND LAWS ESTAi3LIS}TED BV -F#6 "FLORIDA FINIS}T FLOOR IN COWITLIANCE WIT{{ �01,3 FBCE. DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES," A CERTIFICATE OF COWITLIANCE STALL BE ISSUED TO T�E BUILDING SVOWER NOTE -PETARTMENT BY T{{E LICENSED TEST CONTROL COMTANV TER -FORMING T} E TREATMENT, BAT} TUB AND S} OWE, FLOORS AND WALLS ABOVE BAT} TUBS WIT{ INSTALLED STOWER }TEARS AND IN STOWER COM-PARTMENTS S} ALL BE FINI540 WIT{ A NONABSORBENT SURFACE, SUC I WALL SURFACES STALL SOIL COIM-FACTION N OTC EXTEND TO A } EIG}TT OF NOT LESS T} AN to FEET (1a2R MM) ABOVE T} E FLOOR TO COWi'PLY WIT}{ FBG 2014R 3D7.2, • FILL SUTFORTING S{ALL BE COjMTACTEI UNDER T} E SUPERVISION OF A • FIBER -CEMENT, FIBER -MAT REINFORCED CEMENTITIOUS . BACKER STECIAL INSTECTOR TO A MINIMUM OF q5 PERCENT OF MAXIMUM DRY UNITS, GLASS MAT GYPSUM BACKERS OR FIBER REINFORCED 6YPS(AM DENSITY FOR ALL LAVERS AS TER FBC,1820,3,1, BACKERS IN COMPLIANCE WITV AST+M C 12a8, C 1325, C 1175 OR C 1278, RESTECTIVELY, AND INSTALLED IN ACCORDANCE WIT} MANUFACTURERS' -RECOMMENDATIONS STALL BE USED AS BACKERS FOR SOIL STAT:EIM:ENT NOTE WALL TILE IN TUB AND S %!b?, AREAS AND WALL 'PANELS IN STOWER AREAS TO COMTLV W}TIT FBC 2014R 7D2,4.2 • VISUAL INSTECTION TER S,F B,C 2403.2 -REVEALS T} E SOILS TO BE • PROVIDE TEMERED SAFETV GLASS CLASS II FOR STOWER ENCLOSURES COMFOSEI OF FITM SAND ANDROCK WIT} AN ASSUMED BEARING CAPACITY OF 2000 T,S,F, S}TOULD CONDITIONS VARV FROM T41S ESTIMATE T} E ENGINEER STALL BE NOTIFIED BEFORE TROCEEDING WIT} T#6 WORK, 22" MIN; CLEARANCE FOR SToWER ACCESS ALSO A LETTER WILL BE SVDMITTEI AFTER T�E GROUND. }PAS BEEN BROKEN ATTESTING TVAT T}}E SITE }PAS BEEN OBSERVED AND TVE FOUNDATION CONDITIONS ARE SIMILAR TO T}OSE UTON W}IC} T}E DESIGN IS BASED: L-AIMS S-MIE-A P N OTC • FLAME SPREAD FOR WALL CEILING FINISTES MAX. 20D, SOiME -PEVELOTED MAX. TO COIM'PLV WIT} 450 ABC 2014 R 30 A AND FLAME SPREAD FOR INSULATION MAX. 25, SMOKE DEVELOTIEP MAX. 450 TO COM?LV FBC 2014R 30210 INTERI0-K -FINIS-4ES NOTE • INTERIOR WALL, CEILING, FLOOR, DECORATIONS AN-P TRIM STALL COM?LV WIT} FBC C47TER S. • T} E CLASSIFICATION OF T+IE INTERIOR WALL AND CEILING FINIS}T MATERIALS IS CLASS C; FLAME SPREAD INDEX 7Cv-200'; SMOKE- UELOTEV INDEX 0-45D, • INTERIOR TLOOR FINIS} AND FLOOR COVERING MATERIALS STALL NOT - E LESS -F }AT CLASS II (0.22 WATTS/CM2 OP- GREATER AS TER NTTA 253• • CURTAINS, VRATERIES, +ANGING AND OT{�ER DECORATIVE'MATERIALS ; SUSPENDED FROM WALLS AND CEILINGS S}ALL MEET T}t FLAME PROTAGATION TERFOR'MANCE CRITERIA OF NFTA 701 IN ACCORDANCE OF SECTION 50i.2OR5E NONWMBUSTIBLE. ami Dade County Department of Regulatory and Economic Resources - Job Copy 22006079 - 7/1/2022 8:02:59 PM -3.pdf 4" CONC. SLAB -REINFORCE-P. WIT{} WIRE VMES44 1Dx1D (vxCv FIN. GRADE P" Z X. ° ^ a COMPACTED BASEMATERIAL 4 I I U " wl N 'M Al TI CKNESS APPLY OVER GEOTEXTILEAS NEEDED COMPACTED SOIL SUBGRADE COM-FACTED WIT44 mEc44ANICAL TAMPER TO AC441EVE C15'7o DENSITY CONCRETE SIDEWALK TYP) 9 N.T.S (X(v-10/10 W.W.i- -1A TERVhITE TREATED FILL i o FLOOR SLAB PATCH DETAIL N.T.S This item has been digitally signed and sealed by Masood Hajali Printed copies of this document are not considered signed and the signature must be verified on any electronic copies. Sa°D If No 82038 * ,� cc O STATE OF �•�/ 1 N A, 1AM TKAuTMiU1R0FTMD0CtK.W- Digitally signed by MASOOD AJALI Dante: 09:57:35 -0.3,00' STUCCO ON W-D, FRw1D. WALL i WOOD -DOOR FRAME W/ ANC44O-RS TO WALL AS PER NOTES BELOW. C DBL. 2X WD, DR. JAGK S7UD5 1/2° GYP. BD. INTERIM, FIN. ANCHORAGE DETAL DOOR DETAIL 4 N.T.S STUCCO ON WD. ALUM, FRM P. WOW. W/ ANCµoRS TO WALL AS PER NOTES BELOW. D$ L. 2X W R DR. JACK STUDS INTERIOR FIN, ANCHORAGE DETAIL 5 DOOR DETAIL N.T.S ALL ANCFIURAGE TO BE WIT44IN (O" FROM EAW CORNER AND AS MAXIlM(AM OR 12" BETWEEN CENTERS, S4IINIS TO BE USED TO FILL T41E VOIDS A7 ALL ANC 40PAGE POINTS, AT WOOD FRMP. WALL: #10 SMS SCREWS WIT{ MIN, 3/4' PENETRATION OF 14}E WOOD FRAMING MEMDE-R, TEMPRD.6LASS S{DWER ENCLOS. TILE & A -Di EESIv, 1/2' CEMENT BD, 5/5"COX PLYWOO-D s4EATING—I WOODRATTERS Z 1(o"O,C GALV. ME7AL DRIP 2"X1" WOOD NAIL CONT, PAINTED WOOD FASCIA�� $.o:R STUCCO ON METAL LA1744 SOFFIT W/3'�-0-000 WIDE CONT, VENT / J (2) WOOD BEAM 2X(v TOP PLATE+/ 1"X2" P.T WOOD FIREBLOCKING a� 1D'-0" O,C MAX. ABOVE FINIS44 FLOUR (TIT.) R-30INSULATION STUCCO-5/5" DYER OVER3/4" CDXPLYWOOD S♦4EATING 2X(v P.T WOO'P BLOCKING BATTR-11—.*.IIIIIIIIIIII� INSULATION - 2X(v WOOD STUDS a� 1(v° ox- 2"X(v" BOTTOY�I PLATE WTR.-FROOFING I I ENO CURB MEM-FRANE I EXIST, CONC, FLR, SLAB FLR. TILE ON SETTING 13ED —_j WTR,'PROOFING SLOPED UNIFO -MLY 1/4"/FT tMEM BANE TO DRAIN -Pb?- F.E.C. P2FDA.1 6 SHOWER CURB DETAIL N.T.S 1/4"ROUND W/ CAULKING GALV. MTL, TOP TRACK FASTENED TO P.T, 2X4 WOOD TOP PL, STUD W/ 5/1(o"X1 1/4"1-G "TAPCON" &SCREW INTO UNDERSIDE OF COUNTERTOP aZ 12" O.C. 1/2" GYP"60ARD ON EA. SIDE OF 20 GA•, 3 5/5" METAL STUDS AT IV' O,C, 1 1/2" T44ICK COUNTERTOP AT 3(v" A-F.F. GALV, MTL. BOTT. TRACK FASTENED TO SLAB 5/1(v"X1 1/4" LG "7APCON" SCREW INTO CONC FLR $LAB ab 12' O,C, i INTERIOR NON-BRG COUNTERTOP KNEE WALL i I N.T.S EXISTING CEILING TYP, 2X B1-Y& BTWN. 3-5/5" (20 GA.) STUDS W/#1D X 3"LN6 SMS aZ 1(v"O.C, MAX. KITCHEN CAB. CROSS SECTION S N.T.S 1-5/6" METAL STUDS aZ 24"O,C. 25 GAUGE,1114" LEGS, 5/1(v""REF N 000 1-5/S" TRACK 25 CIA. GALV. STEEL MIN. "L" SOAP£ FOR SUPPORT 48"STAGGEREDPETW££N T -RUNNERS 5/S" GYP, -BOARD ATTACHED TO STEEL 0000 STUDS &RUNNERS WIT44 1-1/4" LON TYPE 5-12 STEEL SCREWS SPACED 0.00 1 O:C, AT JOINTS AND IN FIELD 1 NEW A7PITION CON C,SLAD 1— — Ilf�l'II 11�=1 fllll�IfEffllf! Illl�lf I �t� I - I=f 1 f=f 11=f 11M WOOD FRAME / EXTERIOR WALL N.T.S GALV. MTL, TOP TRACK FASTENED INTO'DOTT, OF -ROOF TRUSS 64ORD BEDROOM 1/2" GYPSUIM EOARD ON - SIDE OF 3 5/5' (25 GA) MTL, STUDS ai 2' O,C,'MAX. -6ACYING INSTALLATION - FOR FUTAE GRAB EARS EXISTING 440USE D.DD WD,ROOF TRUSS AT 2' O,C. `— 5/5" GYP. BD. GLG, BATH NEW TU6/S44WR W/ NEW TILE FINIS}4 ON 1/2" T} y CEMENT '5ACKER'S0A-P AT ALL TUB WALLS &FLR ON SIDE OF 3 5/5" (25GA) MTL STUDS aZ 2' O.C. MAX. (AT ALL WET AREAS) - GALV. MTL. BOTT, TRACK W/ FASTENED TO SLAB 5/16-X1 1/4-LG "TAPCON" SCREW INTO CONC FLR SLAB 0 12" O.C. 4" CONC. FLR. SLAB W/ FL?-. FINIS-4E5 AS PER FLR, PLANS BACKER BOARD AT BATHROOMS 2 NON -BEARING TYP. INTERIOR WALL N.T.S WD.ROOF TRUSS AT 2' O.C. 5/6" GY'P, BD. CLG. GALV. MTL. TOP TRACK SCREW INTO BOTT, OF CLG SLAB Z O i-- LU 1/2" GYPSU'M BOARD ON SIDE OF 3 5/0' GALV VATL STUDS a� 2' O.C. MAX' GALV. MTL, BOTT, TRACK I FASTENED TO SLAB W/ 5/1(v"X11/4"LG "TAPCON" SCREW INTO Co NC FLR \ V SLAB ai 12" O,C. ` WALL SASE 4" CONC. FL?-. SLAB O W/ FLR. FINIS}{ES AS PER FLR, PLANS U Z NON -BEARING TYP. INTERIOR WALL O N.T.S (� W Q rco V 1 fZ� LL.1 .. .• • • • • • • • • • • ••• • • • • • • • • • • • ... • • • • • • • • • • • ... ••. ..•• �• • • • 'VW"rV%IIIg • • CALC ENGINEERING www.calcencj.com 2000 NW 89th FL. Unit 102 DORAL, FL 33 172 Phone: (305) 898-9995 ENGINEERING BU51NE55 CA CERTIFICATION: 325GG MA500D HAJALI P.E LIC #82038 O 11 QD LU p,QLLJ ry QD z�pQ z O 0 0 Q ARCHITETURAL NOTES Date 12 121 12021 Project Number 21449 Sheet Scale Drawn By As Shown 5P/L0 Digitally signed by g This item has been digitally signed and sealed by Masood Hajali P Printed copies of this document are not considered signed and seathe MASOOD signature must be verified on any electronic copies. }��, *�. sago H,�, •,, a.. AJALI No 8203$ - yi 1u •� STATE. OF O •. ?w � , • te. .. fiAft`ti1EAUiHC#t4�TlASAf�IAtEMF' - 09:58:16 1 1 05 00 Mi i-Dade County Department of R4 09 2006079-I,7/1/2022 8:02:59 PM .Q9 _ -nA f APPLICABLE CODES 1. FLORIDA BUILDING CODE 2020 2. A.S.C.E. 7-16 FOR WIND ANALYSIS AND DESIGN 3. ACI 318-14 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 4. NDS 2015 5. AISC 14TH EDITION DESIGN CRITERIA AND LOADS 1. WIND: MEAN ROOF HEIGHT 8'-6" BASIC WIND VELOCITY: 175 MPH ULT ( ) OCCUPANCY CATEGORY:II EXPOSURE C Kd 0.85 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT +/-0.18. 2 R00 DESIGN SIGN LOADS: E SUPERIMPOSED DEAD LOAD: 20 PSF LIVE LOADS: 20 PSF FOUNDATIONS 1. SOIL STATEMENT: VISUAL INSPECTION OF THE SITE SHOWS A SOIL OF LIMESTONE WITH SANDY POCKETS AND WITH LAYER OF TOPSOIL. THE LIMESTONE HAS A SAFE BEARING CAPACITY IN EXCESS OF 2,000PSF. AT: THE TIME OF CONSTRUCTION, A LICENSED ENGINEER SHALL SUBMIT TO THE BUILDING OFFICIAL A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED .AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. 2. SHOULD ORGANIC SILT, CLAY POCKETS OR OTHER UNSUITABLE BEARING CONDITIONS BE ENCOUNTERED DURING EXCAVATIONS, NOTIFY THE ENGINEER BEFORE CONTINUING WITH CONSTRUCTION. 3. TOP OF FOOTINGS SHALL BE AT 2'-0" BELOW GRADE AT ALL POINTS U.N.O. 4. CONTRACTOR SHALL PROVIDE SURFACE DRAINAGE AND PUMPS TO PROTECT EXCAVATIONS FROM FLOODING AFTER APPROVAL:. CONCRETE AND REINFORCING 1. ALL NORMAL -WEIGHT CONCRETE MUST BE MIXED IN ACCORDANCE WITH ACI 301 TO ACHIEVE A MINUMUM 28-DAY. COMPRESSIVE STRENGTH OF 3,000PSI. WATER/CEMENT RATIO MUST BE 0.40 MAX. BY WEIGHT LION ON PLANS AND ` 0.15 MAX. WATER-SOLUBLE CHLORIDE ION CONTENT IN CONCRETE (PERCENT BY WEIGHT OF CEMENT) IN ACCORDANCE TO TABLE 4.3.1 OF ACI 318-08. 2. SLUMP SHALL BE 4" (t1). 3. CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM THE CONCRETE CYLINDER SAMPLING AND TESTING AS REQUIRED FLORIDA BUILDING CODE, 2020. SUBMIT TEST REPORTS TO ENGINEER. 4. AGGREGATES TO BE CLEAN AND WELL GRADED, MAX. SIZE 1". VERTICAL DROP NOT TO EXCEED 8'-0". 5. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE MIX AT THE JOBSITE UNLESS PREVIOUSLY APPROVED. 6. PROVIDE ALL FORMING AND TEMPORARY SHORING. REINFORCING STEEL: 1. STANDARD:- ASTM A-615, GRADE 60, ASTM A185 FOR WELDED WIRE FABRIC. 2. REINFORCEMENT PLACEMENT TOLERANCES MUST COMPLY WITH SECTION 2.2 OF ACI 117. 3. SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AND SCALE. 4. CONTRACTOR TO PROVIDE CHAIRS BOLSTERS, SPACERS ETC. IN ORDER TO CORRECTLY ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN PLACE. 5. ALL REINFORCING SHALL CONFORM TO THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" (ACI-315) 6. CONCRETE COVER FOR REINFORCEMENT: - FOOTINGS 3" CLEAR ALL AROUND SLAB ON GRADE: BOTTOM=2" WHEN POURED ON 6' MIL VAPOR -BARRIER - COLUMNS AND BEAMS NOT EXPOSED TO WEATHER: BOTTOM=%` - TOP=%" CLEAR TO TIES - SIDE=1Y2" CLEAR TO TIES COLUMNS AND BEAMS EXPOSED TO WEATHER: BOTTOM=2" - TOP=2 CLEAR TO TIES SIDE=%" CLEAR TO TIES FOOTING TYPES 1lyR&M - _ 1 TYPE -A [PROPERTY 01F'ER t ► CMN-2 WOOD n NO rr A et a r. ni 77-1 `1}1■1 LA �. � OW -! SCOPE OF WORK: WOOD •- ri N � . ADDITION IN CAD■�N THIS AREA REFER TO - _Ls T1_idA .1 ENLARGED PLAN)LO -�-� rn � M _ 23.E I f IL td 1.8 - s ROOF STRAP HANGER ',"SCHEDULE LABEL TYPE: QUANTITY: NOA No./ FL. APPROVAL ALLOWABLE LOAD NAILING (9) 10d X 1)/2" Q RAFTER A USP RT16A 1 FL 17236 U=1160# I 8 10d © TOP PL U=1395 (9) 10d X 1Y2" © TRUSS B USP RT16M 1 FL-17039 FLAT 630# (4) -Y4 0 X TAPCONS CONCRETE` BM U=750# (5) 10d X 1Y2' @ RAFTER C USP RT8A 1 FL 17236 FLAT=265# (5) 10d X 1yz,,. @ TOP PL D SIMPSON LGT2 1. FL:114,73 U=2040# (16) `10dx3Y4" ® RAFTER „ = FLAT-700#' P (14) 10dx3Y4 @TOP L U- _1750# (16) 1Od X 3-1/4" ;@ RAFTER E SIMPSON LGT2 1 FL 11473 FLAT=170# (7)-Y4„ X 2-1/4 @ BEAM U=2410# (22) 16d @ LDGR F USP HUS28 1 FL 17232 G=4035# 8 @JOIST ( ) 16d i This item has been digitally signed and sealed by Masood'Hajali PE82038 0 0 0 • rinted copies of this document are not considered signed and sealed and +++ . • • •, + • • i i -- he signature must be verified on any electronic copies: �i,�tt1 t t!lry�l00D� Ii•i ••• • •• •• ••. �`,�-'�►G E N"'•'{ems# • • ••• it • WOOD RAFTERS No 82038 @ 16 c/c. MAXIMUM •••. ••••• ••. •••• *, .• • • • 8d RING SHANK NAILS @4"-c c. 8d RING SHANK NAILS ®4" i I i �Z v CAN J \.. U(n U -. Z J\ CDV) Z J o�ON ® �Y Q coZ 00 �Z <c Q N cn U) 8d RING I - SHANK A/, . CALC ENGINEERING www.calcencj.com 2000 NW 89th PL. Unit 1.02 DORAL, FL 33 172 Phone: (305) 898-9995 2 x 4 BLOCKING NAILED CONCRETE SLAB, ENGINEERING BU51NE55 TO TOP CHORD OF TRUSSES IN AREA OF — 2 6" SEE PLAN FOR REINFORCING CA CERTIFICATION: 325GG BLOCKED DIAPHRAGM FINISH MASOOD f1AJALI P.E W/(2)16d TOE NAILS EACH GRADE EL. SEE PLAN LIC #82035 END : CONCRETE SLAB, SEE ° PLAN FOR THICKNESS AND REINFORCING 1 8 " SAW —CUT JOINT FILL WITH JOINT MATERIAL - oo 41? x x x x xxZ #5 CONTINUOUS UV:��S: 1 U-U.13,UU, � � ROOF SHEATING BOARDS NAILING DIAGRAM AT BLOCKING TYP. CONTROL JOINT DETAIL TYP.: THICKENED EDGE DETAIL I A Of �86 - - 1 I A t1-1 / AI/ .' 'f /A /1_1 / Atl ° a a a a obi IJ EXISTING WINDOW a 1 ° ° SILL l i j `48 BAR DIAM. ATTACH 2X P.T. BOTTOM PLATE TO EXIST. CONC. SILL W/Ya"O TAPCONS 16" MAX. O/C (134" MIN. EMBED.)I Qd`QUNM ° ` TIT I TYP. WALL FOOTING DETAIL AT CORNERS TYP. WOOD BLOCK UP INTERIOR OPENING DETAIL DETAIL 1/S-1.1- WOOD WALL 3i4"=1'-0" 3i4"=1'-0" CONNECTION AT EXIST• CMU WALL 1-1/2"=V-0" i Z f *0 �4 pi c { t t "R. N CD Date 01 11412022 Project Number 21449 Sheet 5cale As Shown Drawn By _.44 IP �El--ILO L=Awvto*11A•!vl- 0I=! dR" 11 t=--P IP iWiS>t * T iRW! MLt� IF IF t•!-MOIWlRILWI IXV�%i=f-iWl•*W>' • • •i i• V. • I This item has been digitally signed and sealed by Masood Halali PE 82038 • • • v • • • • • • Printed copies or is clocument are not considered signed and sealedn the signature must be verified on any electronic copies. - - 11(lAllld![ OO He ' fI ........" It •0. .00 PROVIDE1 HOLDOWN USP UPHDB No { ) ;* a W/(24)WS3 SCREWS 4X4 P.T. END :�, ,* .. STUDS AND (1)%s 0 HILTI HAS ROD U-460 LB 1A•+�: STATE OF :J/SET 92 USING HIT -RE 50OV3 B - G=325 . LB 0, c� . �•o< Q p� .`�,4ii EPDXY @ CONC. FOOTING 8FL s „ NEW 2X10 PT. WOOD S-2 PROVIDE STRAP v R ►,: �• NEW 4 PLYWOOD SHEATHING 1 P _ „ „„ .... 17219 ALLOWABLE ULIFT- 9165 RAFTERS @ 16 0 C 1 „ E - r S� �4i` ATTACHED TO EA 2X6 STUD 14 2 : -8 O.H. # PROVIDE (1) HOEDOWN USP UPHD8 / 26 -3 TYPE F - ; $Zji ONA��s 2X6 PT WOOD W 24 WS3 SCREWS 4X4 P.T. END ! W/8d RING SHANK NAILS @ 6 /{ ) . 11 ,A, I�TK4V0C EXIST. CONC. NEW CONC. STUDS @ 16 MAX. B. STUDS AND ' 1 0 HILTI HAS ROD . 0 4 PERIMETER) TYP. { ) C ®_ / SLAB (TO REMAIN) SLAB 0/C. (TYP.) S 2 / ( ( ) SET 92 USING HIT -RE 500V3 . �: i / / o 1" / " ,> 18 -1- EPDXY ®GONG. FOOTING 8FL j / / / co 3 -1 2 5 -2 4 / / / i � 17219 ALLOWABLE UPLIFT 9165 � � , H t N " yedigit U=1360 LB — — _ MWF EXISTING i ( ) _ 1 � - PROVIDE 2 2X6 OD 1 i MWF 16 NEW MWF 16 NEW - ro-`WOOD- STUDS by I TYP. NEW 2X6 PT WOOD 1 1 JAMBS 5@12"x I ( ) i Q STUDS @16 4-MAX. L' I I ( 0 T 0/C. (TYP.) I I {) I N I NEW 6" CONC. SLAB REINF. / Date: 2022.01.18 ,� NEW LOAD BEARING r�lv Z' W/ 6x6-W1.4xW1.4 WWF , EXIST.' MASONRY WALL I I J OVER EXIST. CONC. SLAB 1 1 STUD `WALL 2X6 ® I � • • _ TO REMAIN :TYP. " ( I � I ( ) ( ) 16 MAX. 0 C TYP. r' " " Q % C� l l J • � / • 2 1 O ✓ CJ CJ 1) (TYP.) 1 I EL. f0 -0 1 NEW 3/ PLYWOOD SHEATHING / T/ CONC. SLAB ATTACHED TO EA 2X6 STUD I 1 1 W 8d RING.SHANK NAILS @ 6" , / #501,2 x 0/C (4" @PERIMETER) (TYP.) 1 1 5@12 x - I g 0 (T) I c� EXISTING GONG SLAB � � I � o / N ; / (TO REMAIN) N I +0 - r ' DE.� /. I� / ) WF (EXISTING)_ � ,L. -0 �;' ; /, � L_ — —_ — — — — — — C.J. � CONC. SLAB//, �I —-------- -t n � 2X6. PT WOOD. STUDS @ 16 MAX. 0/C. (TYP.) WF (EXISTING) I I I I I i I #4@ 24"x1'-0° SET I I ATTACH 5/8" GYPSUM BOARD TO WOOD/J / INT. OPENING TO BE I I 6" INTO EXISTING' ( STUDS AND FLOOR AND CEILING RUNNERS I N / ENCLOSED USING; 2X6 WOOD i STRUCTURE USING NTH 1" LONG TYPE S SELF TAPPING I , s@1 I l I STUD 6 0 C SEE " I( I 0 EPDXY H LTI RE 50 E STEEL SCREWS @ 8 O.C. ALONG EDGES DETAIL ON`S_-X) (TYP-) t=1N I I I " ; OF BOARD AND 12 O.C. IN THE FIELD OF I N I ' I I THE BOARD (BOTH SIDES) (TYP.) - I I I I I I I I I SIN , 2 -611$J.I 'n J m _ MWF (EXISTING) 1- � a —=-- — — — — J----------- —� ------ — W� \ z cn G=960 LB PROVIDE STRAP TYPE "D" NEW 2 X10 P.T: WOOD BEAM 2 NEW 2 2X10 P.T. WOOD BEAM q 12 S-2 m 00 LB y"12 NEW ROOF OUTLINE T_ I I PROVIDE STRAP P "A" NEW`2X1b P.T. WOOD RAFTERS '@ 16" 0 C TT NEW 2X10 P.T. WOOD RAFTERS @ 16" O/C — — — — — — —104 N NEW 2x8 P.T. I WOOD BLOCKING L.4�A21NIJ @ MIDSPAN C XISTING tLT E z AP EXISTING' TRUSSES ¢' i / E ERS W/ LAY0�#30/IL/ / /'�' FEL/f PAPER YP. I Ya„:12 APE � )� / -....r / - U=870 LB IZ/ U=600 LB f = / G-610 LB a / NE 2X1 P.T. -WOOD RAFTERS @ 16 O/C /G 425 LB ; v, ,m W 0 PROVIDES STRAP /. PROVIDE, STRAP ' " / �; TYPE "q„ TYP B z' Y / CUT EXISTING O.H. .AND EX S G i WRAP EXISTING TRUSSES J t �- / � / -� , -r- :, 3 -0 / / % ;/ /" / / PROVIDE 2X P.T. BLOCKING IN „ / „ FELT PAPER TYP. / / / I TI / / / / Z z / - / i ! ` / i / % / /3 -0 / -8 0•H. ( ) MWF (EX S NG / ! / a / - / / / / / / / / / / ' BETWEEN TRUSSES `W 2 16d w / / / EXISTING , / / / / NAILS EA END =W STUCCO AND / � / / / / / EXISTING / / STRUCTURE / cn o / / / r / / / X 1- / / / ST O'CTU , E / I , / / / � , I , / / R" R / � � / /� � METAL LATH' (EVERY, OTHER TO REMAIN r w v / / / / / � / ,/ /, ,, / ;� � � GAP).: PROVIDE 8 X8 ..:WIDE m _ cTO REMAIN) / / / a / / /� / / / :VENTS IN BETWEEN RAFTERS AND / , i , / / / � (EVERY OTHER GAP) (TYP.) I 0 PARTIAL FOUNDATION/FLOOR PLAN 0 PARTIAL ROOF PLAN 0 1/4 —1 -011,1/411=11-011 5 , NEW HURRICANE PROVIDE 2X P.T. BLOCKING IN BETWEEN STRAP (REFER TO TRUSSES W/(2) 16d NAILS EA END W/STUCCO NEW %" CDX PLYWOOD s NEW HURRICANE NEW /a CDX PLYWOOD PLAN AND SCHEDULE) NEW HURRICANE AND METAL LATH (EVERY OTHER GAP). SHEATHING W 8d SHANK STRAP (REFER TO " " NEW 2X10 PT WOOD SHEATHING W/8d SHANK STRAP (REFER TO PLAN AND SCHEDULE)PROVIDE 8 X8 WIDE VENTS IN BETWEEN „ RING NAILS 6 O.C. RING NAILS 0 6" O.C, NEW 2 2x10.' PLAN AND SCHEDULE RAFTERS AND (EVERY OTHER GAP RAFTER @ 16 0/C. (4" ®PERIMETER) NEW 2X10 PT WOOD , „ (4" @ PERIMETER) P.T. WOOD BE ) 1/4:12 RAFTER @ 16" 0/C 2-8 0 H „ UZ35 LB/ /G=2'LB DE/STRAP/- PROW , f TYPE E„ ; U=880 LB / jG 625 LB// PROVIDE/STRAP / /`TYPE/t" / ,EXISTING ROOF /' / RAfTERSJTO REVAI/N)/ ✓/ /NEW 2k8 P.T.1.-y /. WOOD BLOCKING j� � MIDSPAN %XLI 516/LB G,=360 LB ,Q %w ;PROVIDE STRAP ;/ m / TYPE f EXISTING / w' %STRU 'TURF, / /� / (TO REMAIN`) /. / EXISTING,ROOF/ ; / j` /RAFTERS (TO'REMAIN) /.. / • ••• •• • • . . • • • • . . - .•0 E w IV JW l/1�1��rQ." v CALC ENGINEERING www.calceng.com 2000 NW89th PL. Unit 102 DORAL, FL 33 172 Phone: (305) 898-9995 ENGINEERING BUSINE55 CA CERTIFICATION: 325GG MA500D HAJALI P.E LIC #82038 R/ O V Z J U_J Q U_J ry gy m m r n V cv U .J O (V - L1J = CU O Q — -_ O f-- 21 5+ ELEV: +8'-8" ' T/ (E) BEAM • ELEV:. +8'-2" _ • .. ELEV: VARIES � NEW 2X8 BLOCKING T BEAM EXISTING ROOF / (N) AM RAFTS AT MIDSPAN NEW 2X8 BLOCKING .. - NEW HURRICANE AT MIDSPAN JNEW 2X PT WOOD FASCIA NEWj2X8 P.T. TO REMAIN EXIST. CONC. NEW 2X10 P.T. NEW 2X PT ( ) CUT EXISTING O.H. AND WRAP STRAP (REFER TO W BEAM ' /(2)16d NAILS. @ EA TRUSS : WOOD BLOCKING EXISTING TRUSSES W/2 LAYERS PLAN AND SCHEDULE) NEW (2) 2X6 TOP PLATE ATTACHED. WOOD RAFTERS WOOD FASCIA TO REMAIN /C. ( ) OF #30 Ib FELT PAPER (TYP.) NEW (2) 2X6 TOP PLATE ATTACHED . TO EA.STUD W/(2),USP SPT24 NEW Y2" CDX PLYWOOD NEW Y" CDX PLYWOOD TO EA STUD W/(2) USP SPT24 FL 17244 W 6 10d NAILS ®STUDS SHEATHING W/8d SHANK RING SHEATHING W/8d . SHANK RING (FL 17244) W(6)10d NAILS 0 STUDS (6)10d NAILS @PLATE o NAILS @ 6" O.C. PROVIDE -NAILS @ 6 O.C. PROVIDE 6 1Od NAILS @ PLATE SCREENED VENTS AS PER ARCH NEW (2) 2X6 TOP PLATE ATTACHED SCREENED. VENTS' AS PER. ARCH NEW Y2" PLYWOOD SHEATHING {) TO EA STUD W/(2) USP SPT24 (FL ATTACHED TO EA 2X6 RAFTER W 8d 17244) _W(6)10d NAILS @ STUDS 3 „ 1 NEW /a CDX PLYWOOD 1 AI PLATE. RING SHANK NAILS ®8 0 C " (6) Od NAILS @ EXIST. MASONRY. / NEW Y PLYWOOD SHEATHINGr= SHEATHING W 8d .SHANK •. z/ R',,�LL T R MAIN (0 REMAIN) ATTACHED TO EA 2X6 RAFTER W 8d NEW � CDX PLYWOOD -:. RING NAILS @ 6 O.C. I NAILS @ 8 0 C SHEATHING W 8d SHANK " O RING SHANK / NEW Y PLYWOOD SHEATHING - RING NAILS @ 6 O.C. 2 ATTACHED TO EA 2X6 RAFTER W 8d *. z NEW 2x6 PT BLOCKING AT., NEW_2x6 PT BLOCKING AT :.: / NEW 2X6 PT BLOCKING AT, RING SHANK NAILS 0 8 0 C,A„ U / :,O ,1 M I W 2 16d NAILS @ IDPO NT ,.. ; N MIDPOINT W 2 16d NAILS 0 MIDPOINT W 2 16d NAILS @ " /{) �,x..... ._ NEW (2) 2X6 PT BOTTOM PLATE W/ � 0 HILTI 1{) 1O _ ....... " " NEW 2 2X6 PT BOTTOM PLATE W Yz 0 HILTI EACH END EACH END {) / EACH END KB3 @ 24 MIN. EMB-2Y2 ATTACH TO EA �f " .KB3 @ 24 MIN: EMB=2Y .ATTACH 0 E ?fit T 17 44 1 STUD W 2 USP SPT24 FL 2 W 6 Od ,, „ � 1{) { ) {) NEW 6 CONC. SLAB REINF: 1 STUD W 2 USP `SPT24 FL 17244 W 6 Od PT BOTTOM PLATE W l' 0 HILT] /O ( ) {) NEW 2 =2X6 z 4@ 24 O/C x 1 0 AI @ STUDS 6 10d NAILS @PLATE TYP. - b W ..6x6 W1.4xW1.4 WWF , . ,, --->r „ NAILS S U {) (TYP.) A REINF. ADD L 5' @ 12 O C / _ NEW 6 CONC. SL B # / T DS 6 10d NAI S 0 PLATE " " NAILS @ S U O L ADD L 5 @ 12 0 C KB3 @ 24 MIN.' EMB-2Y2 ). ATTACH -TO EA, EXISTING CONC SET 6 INTO EXIST1NG _ 0 R 6 MIL VAPOR BARRIER # 1 W/ 6x6-W1.441.4 WWF X 6 0 TOP SLAB TO REMAIN .'-,' X14�-0" TOP STUD' W/(2) USP SPT24 (FL,17244) W(6)10d ( CONC. SLAB USING HILTI & WELL COMPACTED FILL. OVER 6 MIL VAPOR BARRIER : kr NAILS .@ STUDS 6 10d NAILS :@ PLATE RE 500 V3 EPDXY {),: a> : • & WELL COMPACTED FILL. ELEV: +0 -0 - . .. . .... ELEV:: +0 0 1 C y u • N SLAB _ • , T , . - •. a. a -. -4 . '•. r W ., k i. -.. _a"._ � T � _ 4••�. _.T .•� 2'_ •t —S 1 .�._•_..�.�.�.i�y,T. .T. 4i.,: . • Td :'�, ., / N SLAB \ \. \\ \ \ 7 \ / \ \ / \\ \ r \ ,\ \\ \\\ / ,/ / \ / / s .,... ..... X 12 -0 (TOP) EXIST. WALL FOOTING TO REMAIN \ /\� , \// / > ( ) NEW ..MONOLITHIC WALL U N F0011NG` (REFER. TO `. ,, , . , , \ ,\ CD � NEW MONOLITHIC WALL PI erol aNn ccuFnl 110 - ' nicw "WnMnl rrulr uiel 1 ; I Date 01 11412022 Project Number 21449 Sheet S-2 Scale AS Shown Drawn By LLS L O.l1C l_l•J Lll� CY 1 l..iLLCil 6. <J 1 11C - 2006079 711t 2022 8:02:59 PM GENERAL ELECTRICAL NOTES ELECTRICAL DEMOLITION NOTES ICRATED NOTE 1. T}{E NATURE 0F T}LIS CONTRACT INVOLVES REtMOVELIN6 OF, EXISTING 1, WIT}LIN -r E AREA IDENTIFIED UNLESS STECIFICALLY NOTED FACILITIES, T} E ELECTRICAL CONTRACTOR, PRIOR TO 131P, S} ALL OT} ERWISE, CONTRACTOR S} ALL DISCONNECT AND -REMOVE ALL EXISTING ' R EV LUMINAIRES IM T,L IN T}LE PUILDIEN CON-PT�ERENVELOPE ALL TO n S}LALL PE SEALED, TO LIMIT AIR LEAKAGE P�TWEEN CONDITIONED ANV TI INSPECT T} E EXISTING CONDITIONS AT T} E Jo-D SITE AND ACQUAINT UNUSED ELECTRICAL EQUI-I MENT INCLUDING PUT NOT LIMITED TO UNCONDITIONED STACES, ALL'RECESSEI LUMINAIRES S} ALL 13E IGRATED } IWISELF WIT} T} E CONDITIONS T} AT WILL AFFECT VIS WORK, LIC}4TIN6 FIXTURES, WIRINC1 DEVICES, TANELPDARDS, MOTOR AND LAPELEV AS }LAVING AN AIR LEA4A6E-.ATE OF NOT MORE TV -AN 2.0 CfW1 CONNECTIONS AND ASSOCIATED CONTROLS, ETC. TREMOVE ALL UNUSED (0.g44 L/S) WVEN TESTED IN ACCOR"DANCE WIT} ASTM E 253 AT A 1.571PSf Z. WORK S} ALL PE PERFORMO TO MEET T}LE `REQUIREMENTS OF -r LE WIRING COWL?LETELY INCLUDING CONDUIT AND CONDUCTORS PACK TO (75 'PA) "P`RESSVRE -DIFFERENTIAL. ALL 'RECESSED LUMINAIRES S}{ALL BE SEALED WIT}L A BASKET OR CAULK PETWEEN T}LE {{OUSIN6 AND INTERIOR NATIONAL ELECTRICAL COVE (N.E.C) 2017, FLORID# PUILDIN6j CODE 2620 POWER SOURCE OR NEXT ACTIVE OUTLET. W�ERE CONDUIT IS , WALL OR CEILING COVERING, 7T} EDITION, LOCAL AND STATE CODES AND STANDARDS. INACCESSI73LE, -REMOVE CONDUCTORS AND CUT PACK CONDUIT FLUS}L WITS SLAP M. WALL.-PATcf} OTENIN6 To Iiii EXISTING FINIS+ . ELECTRICAL SCOPE OF WORK 3, S} ALL ComnP WIT}L FLORID# FIRE TREVENTION CODE 7-r� EDITION, wLERE EXISTING WIRING EXTENDS OUTSIDE OF TVE AREA PY NATURE O1 -r �E ORIGINAL INSTALLATION, CONTRACTOR S}LALL MO EXISTING 1^ SCo1'Eof WORK IS ADDITION DF T} E WIASTa-omOom, WIASTER'8AT{� 4, ALL WIRING S} ALL PE COOPER (CU) T}LWN INSULATION, IF ALUMINUM WIRING ..AS REQUIRED TO MAINTAIN CONTINUITY of EXISTING AND LAUNDRY AND INTERIOR -RENOVATION OF ENTIRE EXISTIN�j WIRES ARE USED; CIRCUITRY SUC� TVAT NO EQUIPMENT TO 'RE'MAIN IS LEFT WIT} OVT -HOUSE 13Y 'REMOVE AND'RE7'LACE EXISTING PLUMDIN6 FIXTURES WIT{} NEW AS PER ARC#ITECTURAL -PLANS, A. TO -PREVENT oVER EATING AT CONNECTION -POINTS USE OXIDE SERVICE, Z. NEW 1-I6}LTIN6 AND POWER FOR T}}E ENTIRE }LOUSE. IN} IPITIN6 COWITOUND FOR STRI?FED PORTION OF CONDUCTORS Z. SALVA60 MATERIALS, EQUITWIFNT, AND LIOT FIXTURES S}LALL PE -REMAIN. INSIVE CONNECTORS. VELIVEREV To T} E OWNER AT VIS TROT�RTY AND STORED WIT} IN T} f 3• EXISTING ELECTRICAL METER TO PUILDIN6 W} ERE DIRECTED. ANY REMOVED MATERIALS OR EQUIPMENT 4, NEW ELECTRICAL TANEL, P, A -PREVENTIVE MAINTENANCE -PLAN IS NECESSARY TO ENSURE A -RELIA'DLE SERVICE INCLUDING VISUAL INSTECTIONS AND TESTS W{ ic4 -r LE OWNER DOES NOT WIS}L TO KEEP S4LL 13E DISPOSED OF'Dv FOR STLICES AND CONNECTION POINTS. (CORROSION AND TVE CowrwrOR,WIT}LOUTADDITIONALCOSTTOT}EOWNER. This item has been digitally signed and sealed byMasoodHajaliPE8203g Printed copies of this doc . not considered signed and sealed and T16}TNESS ?RINCITALLY). INSTECTION INTERVALS OF, 2 YEARS the signature mustbev done yelectronkcopies. MAXIMUMARESTRON�LY RECOWIWIFN-PER 3. T}{E CONTRACTOR SHALL VISIT TVt SITE AND EXAMINE T}}E EXISTING ��,u rrgrr� CONDITIONS -PRIOR TO COMMENCING WORK AND S41-1- NOTIFY TVE ��SOOD .;ii; .. 4, ALL NEW CIRCUIT PREAKERS S} ALL PERATED AT WIINIWIUWI OF %wo AIC. ARCI-LITECT AND/CPR ENGINEER IF A CONDITION EXISTS wLIC{L -PREVENTS �• .�` '••� �� No 82038; } IIM FROM ACCOM-PLIS} IN6 -r {E WORK INDICATEV ANV INTENDED PY 5, `PRIOR TO INSTALLATION OF 'ROUGE} ELECTRICAL WIRING, CI-LECK ' T}LESEDRAWIN�S. STATE, OF. NAIMETLATE DATA OF ALL EQUITMENT FOR REQUIRED VOLTAGES, ''!i ;;i.A- OQ: ;��4`. MINIMUM CIRCUIT WIT CITY NV OVERCURRENT'PROTECTION: �i��S' ••• O R 1 •,.• ���� A A 4. -rua To PIV, T} E EXTENT ANV UNDERSTANVIN6 OF T}f WORK To PE -PERFORMED S} ALL H CLE{fRLY ESTAPLIS}LEV SUCV -r LAT ND ADDITIONAL;JA (�. ALL $RANCH{ CIRCUITS S�-LALL PE 1sROTERLY -F LASE PALANCEV, trt� OFT saxwwer, COSTS WILL PE INCURRED PY TVE OWNER ANY WORK, crr LtR T}AN AS DES ED ON NY ITEM SYSTEMS LL PE U LI IED WIT TVE ORIP A I OR S}LA Q A F f� �L 7, ALL NEW CONDUCTORS S}ALL 13E TUN IN CONDUIT (METALLIC TYPE) • _ _ _ �_ ._- _ _ __ �. I _.w..:�. _,.,. _ _w_,.__ PI17, T} FSE DRAWIN6SREQUIREV TO -PROVIDE AND INSTALL T L L N 1 RESIDENCE @ 3WATTS/ SF , S:F. X 3Wy 1,863' 5.589, KVA. Digitallb. sin d b TTS/ UNLESS T}�AT NONVNE AL IC S}{EAT}LED CAP E CAN PE USED I DRY g / L! C C T 5 KVA EA 3.00 KVA L 2 2SMALL�APP _AN E K@ 1, oCC -IONS AS PER NECEc 33� lo. 5 -PRIOR TO COWIWIENCIN6 WORK, CONTRACTOR S}LALL DISCONNECT POWER 3 APp'LIANCES I 37�2fJ KVA IN TVE DEMOLITION E INCLUVIN POWER OR TVE LOW -VOLT# E f I I A S. IF PVC CONDUITS ARE USEV FOR UNV OUND FEEDERS, A 6ROUNVIN6 AREA F 45.Z89 Kit 4. SUBTOTAL CONDUCTOR SIZED IN ACCMPANCE WI N,E,C 250-122 MUST PE SYSTEWIS SUCFL AS FIRE ALARM, CONTROL WIRING, ETC, MAS INSTALLED AND CONDUIT SIZE INCREASED AS REQUIRED. 5 FIRSTI, KW _ 100% ` 10.00 KVA , I _ d_ N W10L ON i -_ I (�. CONTRACTOR S}LALL EXERCISE EXTREME CAUTION VURI G VE ITI I � .REMAINDER 35.79 KVA' 14.32, KVA @ I 202200101 8 ��..�. g, TY?fWRITIN PANEL TALLY S}LALL PE FVRNIS} EP AFTER JOP IS WORK EXISTINCI FEEDERS AND TANELS ARE SOWN SCE EMATIC FOR G 7 AHU-1 ' I _5.00 KVA LL- Y N EL L L ON NEW `REFERENCE . -PURPOSES ONLY: ,CONTRACTOR S}LA VERIF I FI D COWiTLETEV REF ECTIN� ALL GI -LANES }IND ADDITI S FOR W CIRCUITS. 'ROUTIN6 01 ALL EXISTING FEEDERS PRIOR TO DEMOLITION. 7.5.6-05 00 LL T Wi Y OW WERE E ED 10. -RISERS ARE VIAGRAMtMATIC ONLY. T}LEY DO NOT SLOW EVERY PEN-P 7. CONTRACTOR SFA MVIDE E PORffR -POWER V -R QUIR 0` DURIN DEWIOLITION AND CONSTRUCTION SCOPE F WORK 1 REQUIRED FORT E INSTALLATION. ELECTRICAL CONTRACTOR TO FINV GI ICi TCITAL � 29• A +L I i € T� EST DSSD TE FOP, CIRCUIT S t I L T 2)., TVEELECTRICAL CONTRACTOR S}{ALL PE �ESTONSIP E TO CUORVINA E ` Y. ` 29 32 1000 I _ TOTAL. x �.000 240 1-VE SERVICE INTERRUPTIONS WIT}( T} E OWNER AND GENERA 11, T}LIS DRAWING IS A 6UIVE FOR T}}E INSTALLATION OF ELECTRICAL 240 I T SERVICE. T}LE ELECTRICAL CONTRACTOR IS-RESPONSIPLE TO PROVIDE A CANTRCOR A I FUNCTIONING SYSTEWI. 1Z, ALL NEW OUTLETS INTOOMS TOPE TROTECTEV PY AFCI PREAKERS, 13, ALL ELECTRICAL LIG�} TINE FIXTURES &"RECEPTACLES ARE EXISTING TO REMAIN UNLESS OT}LERWISE STECIFIO. 14, ELECTRICAL ONTRACTOR S}ALL COMPINATE wi-T}qcEi-rEcrili owNa OUTLETS N L N TO FIELD VERIFY INSTALLATION FOR OU ETS A V IG'tl-LTI 6 FIXTURES, I , TO FPL TXK 15. PEFOE IN T LL NG F LOM 0 UTL T CONTRACTOR SfALL COODIN TE i I EXACT LOCATION OF"RECETTACLES LI�}TIN� FIXTURES WITOWNE R. ROOF - - - - - - - - - - - - - - - - -- - - - - - - - - - -- ---- OUTDOOR I INDOOR 1(P. -Roma TO PE USED 4ERE ALLOWED PY NEC UNLESS I D EXIST: ELECTRICAL I O.H. 5EKVICE L (3) # 1 /0 2" CONDUIT 150 AMP MAIN CIRCUIT RELOCATED DI5C. ARC FAULT PROTECTION NOTE METER • ALL NEW, EXTENDED OR MO-PIFIED CIRCUITS S} ALL PE AFCI (A?RC FAULT, I NEW I CIRCUIT INTERR TTER -PROTECTION IN CCORD NCE WIT 2D I 122.15A U ) A A -� 1 PANEL "AIL EDITION OF Tf t N,t.C, 21D,12b #G CU TV CATV R I A BOUNDING #G CU G SI • s: TORS NOTE 1, SMOKE DETECTORS I GROUND 2 CONDUIT. • ALL WIDE ETE0TOR5 LL PE W T TTERY P CKUT VWIRED A S K V S}LA 12DV I +L PA A , -BAR AND INTERCONNECTED AND LOCATE-V 3to MIN. FROM ANY A/C SUPPLY. I #G GROUND IN M, Y2. CONDUIT. { V.P. FIXTURES NOTE O • VAPOR -PROOF FIXTURES S} ALL COM-PLY WIT} N,E.C, 41D-4 (a) ANV'S} ALLPE I V I CO UP W-AT�R 'PI'P: WIARKEDSUITAP>LEI=ORDAWtT LOCATIONS. I -fOUNPA`I-ION U I GRADE -- -— — — — — — — — - —-———— — — - — —— _ NOTES ALL NEW OUTLETS S}ALL PE TAWIPER-RESISTANCE DEVICES AS -PER NEC O Z014 40�42 �] #Cp CIN P CU LU `fi ; D(�tC +OR • A MINIMUM OF 750k OF TVE LAMTS IN 'PERMANENTLY INSTALLED CO N r V J _ Q L16} TINCI FIXTURES WLL PE } 16- EFFICIENCY LAMPS OR A MINItMUWI , co °7 LL CONTAIN ONLY Of 35 o INSTALLED LI�}LTIN� FIXTURES SfLA CD AI }LI6}L EXI5T. (2) 5/8"X 10'-0" LONG GROUND E C ENn L WITS To'Cowu WIT C-R4 4. - FFI I A }L FP D 1 RODS..@ G 0 O.0 APART: MIN= Z 1-I6}LT FIXTURES FOR CLOT}{ CLOSETS TO COM'PLY WIT}} NEC 410.16 r n ELECTRICAL RISER DIAGRAM cn NTS W M ami Dade County P De artment.of Regulatory and Economic Resources Job. Copy 0022006079 - 7/1/2022 8:02:59 PM E-l.pdf CALC ENGINEERING www.calcencj.com 2000 NW 89th PL. Unit 102 DORAL, FL 33 172 Phone: (305) 695-9995 ENGINEERING BU51NE55 CA CERTIFICATION: 325GG MA500D HAJALI P.E LIC #82038 1_-._ O z J W �-s W^// !_]/ _ m � (( �J U t� J O LL- R/ LU S z � p G Q z O_211 ELECTRICAL GENERAL NOTES Date 12 / 21 / 202 I Project Number 21449 Sheet E-1 Scale Drawn By A5 Shown SP/LO DESCRIPTION DESCRIPTION _DUPLEX RECEPTACLE O RECESSED NEW LIGHT FIXTURE QUADRECEPTACLE ®' „CEILING MOUNTED LIGHT FIXTURE SINGLEI RECEPTACLE i O (BOLD) ELECTRICAL LOADCENTER �. 0SMOKE DETECTOR SCONCE LIGHT FIXTURE THREE WAY SWITCH lhll AV 'Aar ELECTRICAL FLOOR PLAN Date 1 2/ 2 1/ 202 I Project Number 21449 Sheet E-2 Scale Drawn ;By As Shown 5P/L0 E-2.pdf AIR-CONDITIONING GENERAL NOTES 1, T} E ABBREVIATION "A,C," USED } ENCEFORT4 IN T} IS GENERAL AIR CONDITIONING STECIFICATION SMALL BE CONSTRUED TO MEAN AIR CONDITIONING CONTRACTOR. 2. T} E "GENERAL CONDITIONS OF T} E CONTRACT", CURRENT EDITION, TUBLISHE IN STANDARD FROM BY T-HE AMERICAN INSTITUTE OF ARCHITECTS S} ALL BE -PART OF THIS CONTRACT, 3. ALL WORK AND 'MATERIALS SHALL BE IN FULL ACCORDANCE WITH OSHA AND ALL STATE AND LOCAL CODES T} AT ATPLY, 4, THE A•C, SHALL CHECK ALL EQUITWIENT FOR CORRECT VOLTAGE RATING BEFORE INSTALLATION, 5, THE A.C, SHALL TAKE OUT -PERMITS, PROCURE CERTIFICATES, AND -PAV ALL FEES ASSOCIATED WIT{ THE WORK, HE SHALL ALSO 1DERESTONSI-DLE FOR MAKING ALL INSTECTIONS AND TESTS, C. THE VRAWIN6S ARE DIA6 RAM'MATIC AN P ARE INTENDED TO SHOW AMOXIIMATE LOCATIONS. THE A.C. SHALL NOT SCALE THE vRAWIN6S, 7, BIDDERS SMALL VISIT THE SITE AND FAMILIARIZE THEVMSELVES WIT} ALL CONDITIONS INVOLVING, THE WORK, S. IT SHALL BE THE TES-PONSIBILITV OF THE A.C, FOR THE ADVANCE ORDERING OF LONG LEAD ITEMS SO AS NOT TO DELAY OTHER TRADES -RESULTING IN ANY DOWN OR LAGI TIME. q, THE G,C, SHALL FURNISH ALL EQUITtMENT, LABOR, MATERIALS AND SUTERVISION TO INSTALL A COWITLETE AND PROTERL( OTERATING AIR-CONDITIONING SVSTEWI AS DESCRIBED HEREIN AND AS SHOWN AND/OR NOTED ON THE DRAWINGS, 10. THE A,C, SHALL FURNISH AND INSTALL ALL tMINOR ITEMS WHIC ARE OBVIOUSLY AND TEASONABLE NECESSARY TO COtMTLETE THE INSTALLATION WHETHER OR NOT S-PECIFIEP AS SHOWN ON THE -PLANS. 11• THE &C, SHALL BE A LICENSED VMECT{ANICAL CONTRACTOR, 12. THE A.C. IS -REFERRED TO THE ARCHITECTURAL, FIRE PROTECTION -PLANS AND STECIFICATIONS, SUCH -PLANS AND STECIFICATIONS ATE CONTRACT DOCUYMENT& VERIFY ALLTEQU%TEMENTS PRIOR TO INSTALLATION, 13• THE A,C, SHALL aoiNE THESE S-PECIFICATIONS AND THE WHOLE CONTRACT 133V SECURING A COW(-PLETE SET OF DRAWINGS OF T} E W{ OLE CO NTRACT. 14. THE A.C. SHALL BE RESTONSIBLE FOR THE FULL COORDINATION OF HIS WORK WIT} THAT OF THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS TO 4MUTUALLV AVOID CONFLICT, 15, THE A.C, SHALL BE TESTONSI73LE FOR VERIFICATION OF CEILING CONSTRUCTION BEFORE INSTALLING DIFFUSERS, ALL AIR CONDITIONING WORK SHALL NOT INTERFERE WIT} CLEARANCES -REQUITED FOR GENERAL AND WIECHANICAL CONSTRUCTION, SHOULD AIR CONDITIONING WORK 13E INSTALLED WHICH INTERFERES WITH THE WORK OF OTHER CONTRACTORS, SUCH WORK SHALL BE CHANGED AT NO ADDITIONAL COST TO THE OWNER, 17. THE A.C. SHALL VERIFY ALL NOTES AND DIMENSIONS PRIOR TO PROCEEDING WIT} BID, ANY DISCRE-PANCIES S14ALL BE BROU6} T TO T} E ATTENTION OF THE ARCHITECT, 1a. THE A,C, SHALL SLADMITTEQUESTS FOR SUBSTITUTIONS IN WRITING, Jq, THE A,C, SHALL TOUCH LA-P OR TEFINIs} THE FACTORY FINIS}{ OF EQUITtMENT MARRED DURING SHITWIENT OR INSTALLATION, THE IS TESTONSIBLE TO -RETAIR TO ORDINAL CONDITION ANV AND ALL DAMAGES TO BUILDING SURFACES, EQUITMENT, AND FURNISHINGS CAUSED DURING TERFORMANCE OR WORK 20, THE A,C, SHALL FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING AND CONNECTIONS ON AIR-CONDITIONING SVSTEWI AS SHOWN ON -PLANS, (MOTOR STARTERS AND CONTROLS ATE TO BE SUTTLIED 13V A,C CONTRACTOR AND CONNECTED BY ELECTRICAL CONTRACTOR, CONTROL WIRING SHALL BE PROVIDED BV THE ELECTRICAL CON TRACTOR, LL L L N L V T 21. ALL -PENETRATIONS SHA BE PRo-PER Y F ASH�i A D SEA � B HE GENERAL CONTRACTOR, 22, NO CONDUITS OR TITES ARE TO BETUN IN DUCTWORK, Z3, THE ELECTRICAL CONTRACTOR IS TESTONSIBLE TO PROVIDE TYPE WRITTEN TANEL SCHEDULES FOR ALL TANELS, THE A,C SHALL COORDINATE WIT} THE ELECTRICAL CONTRACTOR IN ORDER THAT THE SAME NOMENCLATURE IS USED AS PROVIDED ON THE A/C -PLANS, 24. ALL MATERIALS SHALL BE NEW, OF AMERICAN MANUFACTURE, AND IN COWL-PLIANCE WITH UNDERWRITERS LABORATORIES OR OTHER RECOGNIEED TESTING AGENCV, UN LESS STECIFIED OTHERWISE, Z5. THE A,C, SHALL BE RESTONSIBLE FOR ANY DAMAGE TO MECHANICAL EQUITWIENT DUE TOTEtMOVAL OR INSTALLATION OF ANV WORK, 2l, ALL STRUCTURAL GUTTING AND TATCING SHALL BE DONE -DV THE GENERAL CONTRACTOR, CLEAN-UP NOTES 1• CLEAN UT OF SITE: WON CO MTLETION OF T} E PROTOSED WORK, T-HE -PERMIT -HOLDER S} ALL LEAVE T} E SITE CLEARED OF -RUBBIS}{, DEBRIS, CONSTRUCTION S}{ OR MATERIALS OF CONSTRUCTION, IN T}f EVENT T} ERE f AS BEEN DAyMA6E TO TUBLIC PROTERTV OR T}{AT TRU1313I5}I, DEBRIS, CONSTRUCTION SHEDS OR MATERIALS OF CONSTRUCTION f AVE BEEN LEFT AT T} E SITE, THEN T} E B(UILDIN6 OFFICIAL S} ALLREFUSE TO MAKE FINAL INSTECTION {AND SHALL NOTIFY T{ E -PERMIT }{OLDER TO CORRECT THE CONDITION OF VIOLATION WIT}IN FIVE DAV& FOR FAILURE TO COWITLV WIT} SUCH NOTICE AFTER SUCH -PERIOD OF FIVE DAYS, THE TERWIIT }{OLDER IS SUBJECT TO THE -PENALTIES STECIFIED BY THE PA -PE COUNTV CODE, AND T}{E BUILDING OFFICIAL SHALL -HAVE THE CLEAN -UT WORK DONE AND -PUBLIC PROTERTV RESTORED AND SHALL NOTIFY THE LEGAL AUTHORITIES, WHO SHALL INSTITUTE T}E NECESSARV ACTION TO HAVE THE COSTS TLACED AS A LIEN AGAINST THE PROTERTY IN -RELATION TO WHICH THE -PERMIT WAS ISSUED, 2, THE A.C. SHALL KEET ALL AREAS IN WHICH WORK IS BEING -PERFORMED FREE -FROM DEBRIS AT ALL TIMES, AND SAID AREA SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY, 3, AT THE COM-PLETION OF THE WORD, THE A,C, S} ALLREMOVE ALLRU-13-DIS14 CAUSEV 13V } IS WORK, AND S4LL T} OROUGI} LV CLEAN ALL FIRE PROTECTION EQUITWIENT, GUARANTEE I. ALL WORK, MATERIAL ETC, SHALL BE FULLY GUARANTEED FOR (1) YEAR BY THE A.C, CONTRACTOR, THE 1 YEA?, TERIOD SHALL COMMENCE AFTER FINAL ATPROVAL BV THE ARCHITECT/ENGINEER. Z. THE A.C. SHALL FURNISH A WRITTEN GUARANTEE COVERING A ONE (1) YEAR TERIOD FOR ALL EQUITWIENT AND AN ADDITIONAL FOUR (4) YEAR TERIOD FOR THE COMPRESSORS, REF REFRIGERANT LINE CD CONDENSATE LINE NEW DUCTWORK NEW FLEX DUCT NEW RETURN AIR DUCTWORK ROUND DUCT Q ROUND DUCT UP C ROUND DUCT DOWN 17_X/ SUPPLY AIR DIFFUSER 11 RETURN AIR GRILLE EXHAUST AIR GRILLE VD VOLUME DAMPER MECHANICAL SCOPE OF WORK 1, SCO-PE OF WORK IS ADDITION OF THE WIASTER BEDROOM, MASTER BATH AND LA(UNDRV AND INTERIOR RENOVATION OF ENTIRE EXISTING HOUSE WIT{ NEW AIR CONDITIONING SVSTEVM AS TER ARCHITECTURAL -PLANS. 2, NEW EXHAUST WORK IN LAUNDRVROOWI, BUILDING ENVELOPE 1. EXTERIOR WALL: EXISTING 5" CVMU INTERIOR INSULATIONT-4.e,. NEW �" WOOD WALL INSULATION TO (MATCH EXISTING, Z,TROOF; EXISTING WOOD TRUSSES, INSULATION BELLOWT00E-R-30, NEWTOOF INSULATION TO MATC EXISTING. 3, WINDOWS: NEW WINDOWS TO WIATCH EXISTING, Miami Dade County Department of Regulatory and Economic Resources - Job Copy 0�22006079 - 7/1/2022 8:02:59 PM M-1. pdf NC Unit Schedule AHU- I /CU- I ,IL/, o Z Q L _m Q Blower .Motor: Variable Speed .Brand: Carrier CFM: IGOO Max Breaker Size: 40 Am 5 Min. Breaker Size: 3 I Am 5. Model: FVM4X480013 Nomimal Capacity: 4 Ton Product Depth: 22-1/1 G" Product Nei ht: 53-7/ 1 G" Product Width: 21- I /8" jerant: Refric R41 CIA Suction Line: 7/8" w (0 w 0 Z. U Brand: Carrier Capacity: 4 Ton Com re55or Type: Scroll Coolin BTU: 48,000 Decibel Level (dBA): 78 Electrical Conduit Size. 1 /2" or 3/4" ffnerqjy 5ource: Electric Ener y Sitar: Yes Full Load Am 5 (fla): 1.2 . Hor5e Power: 1 /4 Licjuid Line: 3/8" Liquid Valve Size: 3/811 LRA: 19.9 Max. Breaker Size: 40 Am 5 Min. Breaker Size: 2G. I Am 5 Model: 24ACBCG48WO030 : Product Depth:. 35.0" Product Hei ht: 32-5/ 1 G" Product Width: 35.0" Refri erant: R410A RLA: 19.9 SEER: I G. Volta e: 208/230 HEATER f_HK05AKB 5.0 KW AIR DISTRIBUTION SCHEDULE MARK TYPE MAKE MODEL SIZE BORDER TYPE DAMPER MATERIAL REMARKS A CEILING DIFFUSER TITUS TBD SEE PLANS SURFACE FRAME AND BORDER MANUAL DAMPER W REMOTE ACTUATOR ALUMINUM SEE NOTES B WALL DIFFUSER TITUS TBD SEE PLANS SURFACE FRAME AND BORDER MANUAL DAMPER W REMOTE ACTUATOR ALUMINUM . SEE NOTES C RETURN GRILL TITUS TB SEE PLANS SURFACE FRAME AND BORDER - ALUMINUM SEE NOTESD GENERAL NOTE; 1. TITUS IS TVE -3ASI5 OT VESIGIN AND STANDARD TOR COMPARISON, DIFFUSER LEGEND DEVICE TYPE 2. -REFER TO ARCHITECTURAL DRAWINGS TOR CEILING TYPE, 3, PROVIPE OFF WOITE FINISH UNLESS OTHERWISE NOTED (SUBJECT TO A 300 AIR VOLUME (CFM) ARCH, ATPROVAL), 4, SEE FLOOR -PLANS TOR VARIATIONS OF THROW &DIRECTIONS, 5. ALL AIR DISTRIBUTION DEVICES ARE ALUMINUW1 UNLESS OTHERWISE STECIFIED. ALL SUTYL1'RE6ISTERS AND DIFFUSERS SHALL BE A -WAY T+1ROW UNLESS OT} tRWISF INDICATED ON THE FLOOR PLANS 7, PROVIDE SQUARE TOTOUND ADATTOR WHEREROUND NECK IS STECIFIED S. W} ERE ATTLICABLE,ROUND NECK SIZE ON DIFFUSERS S} ALL BE T} E SAME SIZE AS T�E CONNECTING FLEXIBLE DUCT, FAN SCHEDULE MARK SELECTION BASED ON TYPE/ CFM MOTOR DATA DRIVE ` ' SONES UNIT ORNC WEIGHT MAKE MODEL NO. SERVICE WATTS AMP " VOLTS EF-1 BROAN A80 BATHROOMS 50 43 0.37 ' 120 DRIVE 0.3 12.1 GENE:RfAL NOT IES; 1. PROVIDE MOTOR STARTERS, DISDONNECTS AND ALL ASSOCIATED CONTROLS ON ALL FANS. 2. PROVIDE BACKDRAFT FOR ALL EXHAUST FANS 3,FIELD ADJUST OTENIN6S WIT} STR(ACTURE, PROVIDE BIRDSCREEN ON ALL INLETS AND OUTLETS, 41 SWITCH WITH LIGHTS MENNEN 6° SHEETMETAL (25 GIA) E)WAUST THRU WALL WIT}{ INSECT SCREEN ANP WALL CAP. EXIST O WIC - o 6X6) (6X6) DA4' EF-1 (O" SHEET WIETAL EF-t 50 E- CFM 'i` 80 (2S'r71iA) EXHAUST NO A ED80 A NEW NEW T+MLA WALL WIT}( AA-T #z <_ -�. (12X6) WIC IM�}ST J INSECT SCREEN 100 P>ikT1 �ROOW1, f1ND WALL CAT, 5•0 5.0 m m I I (6X6) (6X6) O. 50 A RENOVATED A 'DEVROOWI #A RENOVATED -� 0 (12X6) 6"m . B ROOM #2 100 A 6"0 5"0 5"0 6"0 6"0 6"0 6"0 NEW w1,�57REUROOWI 8.0 (12X6) (12X6) REF, LINE FRO A-HU EW A+IU 100 e 100 A ; 6"0 8"0 cU (24X2) ,x 150 A NEW o-Cp 2 x _ NEW RAG NEW (6X6) NEW CD LINE UT P LY 24"�xG 4 10"0 (60X2) 24" x , 4" 4 TE;RIMINATION PUCT EW FULL 250 RAG 7FALLWA`/ . A AT (0 ABOVE FFE LOUVERED DOOR 6*0 50 (6X6) w A, 510 NEW 10"0 LfAUN ,4 Z Dq ,. 6X6 RE OA VATED EET Wt£T L ,v1. S RENOVATED _ EXH T AUSWlu 0ROOWLIVING (2a 5 0 T4jRU WALL WIT}{ 80 C INSECT SCREENS 10.0 AND WALL CAT, s . 8"0 p ;. O MECHANICAL FLOOD PLAN Date 1 2/ 2 112021 Project Number 21449 Sheet M- Scale Drawn By A5 5hown 5P/L0 NOTE T M 4 LL MOOT NT �}{AUS 17UC7 �� 170 ESTIC VR �R S}{{� }{{}V� ft S }{ I aICJR - 4. ALL HARDWARE SHALL BE . GALVANIZED rWoniniu SUCTION LINE WITH FIRE AHU RETARDANT ARMAFLEX 25 50'OR - „ PLAN EQUAL. 144 PVC CONDENSATE . DRAIN TINIS� ANP S ALL BE CONSTRUCTED OT METAL A IMIN. OF Zl 6jA6E. 1 /4" 0 TURN BUCKLE RETURN AIR THROUGH n -_. r...--.. .._.. ._.:_ _ BOTTOM .OF.:THE.. UNIT }� GALV WIRE ROPE N - -__ LOOPWIREROPEY EYE CONDENSATE TRAP... DETAIL- _-= E-DOWN CLIP S F CLEAR VINYL TUBE WRAP BOLT AND .SECURE WITH A 4 n n n n UNIT lqn THAT RFMOVARIF .,..,..,.....,..�.,T..,, 11 v ���� _ HVAC DESIGN REQUIRMENTS YES NO DUCT SMOKE DETECTOR X FIRE DAMPER (S) X - SMOKE DAMPERS X FIRE RATED ENCLOSURE X FIRE RATED ROOF/FLOOR CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X A--r 11111 11 11 11 II II r-4 0 1 ,----------,..,_, ,...�.� �....� MECHANICAL D ETA I LS Date 12 / 21 / 2021 Project Number 21449 Sheet M-2 Scale Drawn By As Shown 5P/LO M-2.P df i PLUMBING GENERAL NOTES 1. T} E A -a REVIATION- "-P,C," USED } ENCEFORT� IN T�IS GENERAL 27• A - MINItMU1M OF ZD" IS REQUIRED 13ETWEEN ANV TWO ITEMS -PLUM'DING S-PECIFICATION Si{ALL 'DE CONSTRUED TO MEAN TLU'M-DING 'PENETRATING 141EROOF DECK, CONTRACTOR ON T} E MEC�ANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS, 25. DIELECTRIC UNIONS S} ALL -DE TROVIDED W{ EREVER DISSIVMILAR METALS ARE JOINED, Z, ALL WORK ANTS MATERIALS S} ALL 13E IN ;PULL ACCORDANCE WIT} T} 16 ' FLORIDA BUILDIN CODE 2D17, OS{ A, AND'ALL STATE AND LOCAL CODES 261, AT ALL INSTECTIONS MADE EIT} ER 131 A 'RETRESENTATIVE OF T{ E TAT AnLY, BUILDING DEPARTMENT OR 131 T} 16 ARC, ITECT OR ENGINEER, T} E -P.C. ' S} ALL-rROVIDE A LADDER Of SUFFICIENT SIZE IN ORDER TVAT T{ E 3, T} E 11,C, S} ALL -FAY -FA-RTICULAR ATTENTION TO T} E STATE OF FLORIDA INSPECTOR CAN 'PROPERLY LOOK AT ALL ITEMS TO'DE INSPECTED, T{�E', "ENERGV EFFICIENCY CODE FOR 'DUILDING CONSTRUCTION", ALL, WORK, LAPPER SALL Df IN GOODRE?AIR AND 13E -POSITIONED IN''LACE 131 T} E S} ALL 'DE IN ACCORDANCE WIT{ T} IS CODE, CVA-PTER 5, SECTIONS 5D4.1, T,C, TO MEET ALL OSµA `REQUIREMtNTS, TVE -P.C, S} ALL ALSO TROVIDE A 504.2, 504,3, 5D4,4 AND 5D4.5. COM-PLETE SET Of CONTRACT DOCUMENTS, AVAILABLE AT TVE J'O?� SITE, AT T} E TIME OF INSPECTION, T} E CONTRACT DOCUMENTS S} ALL 4, T}f -P.C. S{ ALL TAKEOUT ALL •PERMITS, TROCVRE CERTIFICATES'AND ?AV INCLUDE: ALL FEES ASSOCIATED WIT} VIS WORK A, WORKING VRAWINGS - 5, T�E DRAWINGS ARE DIAGRAMMATIC_ AND INTENDED TO S0W AvRDXIMATE LOCATIONS, -r�E P,C. S} ALL NOT SCALE T#c DRAWINGS. B, SYECIFICA-TIONS T} E BIDDERS S}{ALL VISIT T} E SITE ANP FAMILIARIZE :TVEMSELVES C• ALL AP ROVED S0? VRAWINGS WIT}{. ALL CONDITIONS ASSOCIATED WIT}{ T{{E WORK, D, ALL ADDENDA,.CI-IAN6E ORDERS AND CORRES?ONDENCE, IT A LADDER 7. IT S} ALL 13E T- E T'ESTONSI-DILITY OF T} t -P,C, FOR T} E ADVANCE AND CONTRACT DOCUMENTS ARE NOT AVAILABLE AT T} E TIME OF ORDERING OF LONG LEAD ITEMS SO AS NOT TO :DELAY OT},ER TRADES , INSPECTION; T#6 -P,C. S{4ALL -PAY TVt A,c} rrECT OR ENGIINEER FOR RESULTING IN ANY DOWN OR LAG TIME, -rVE VISIT TO TVE SITE AND A NEW INS-FECTION TIME S14ALL -DE AGREED UPON, 5, TVE -FL. S41-L FURNIS} ALL EQUI-PMENT, LA73DR, MATERIALS, AN-P PLUMBING PRODUCTS SUPERVISION TO INSTALL A COMPLETE AND V PERLV -OPERATING TLUM73IN6 SYSTEM AS DESCRIDED } EREIN AND AS S00 AND/OR NOTED 1. S-ANITA7RY sav: R: -PVG SC}).4o ON T}{EDRAWINGS. Z. -fIXTLiR1E VRAlNACAE AT -MS: I�WV C0-rFE _. q. T} E P,C, S0LL FURNIS14 AND INSTALL ALL MINOR ITEMS W} IC� ARE 3. W-AT:ER PIY7;: CTVC 013VIOUSLV AND - `REASONA731_Y NECESSARV TO COMPLETE T} E INSTALLATION w E-rVER OR NOT SPECIFIED OR s4owN ON T{ E PLANS, 4. ALL '13ALL VALVES AssociA-r: V WIT44 WAT7;R -PI-PI NC1 S44A L L -D:E F`LAL L -FURT, 10, T} 16 P.C, SHALL BE A LICENSED MASTERPLUM-ER, 5. VENT LINES S{4-ALL 13E TVC 11` WORKMANS}I-P S44ALL'DE FIRST CLASS AS Nt7RtMALLV PERFORMED 13V VALVES NOTE JOURNENMAN PLUM73ERS. •' INDIVIDUAL S}{OWER AND TU73-S} OWER CDM-DINATION VALVES SALL 13E 1Z T} E P,C, IS REFERRED TO TVE ARCHITECTURAL, ELECTRICAL, AND -DALANCED-TRESS,tRE, T} ERMOSTATIC OR COM13INATION MECHANICAL PLANS AND SPECIFICATIONS. SUCH PLANS AND BALAN CED-nESS({RE/T} ERIMOSTATIC VALVES -rVAT CONFORM TO T} E STECIFICATIONS ARE CONTRACT DOCUMENTS, VERIFY ALL REQUIREMENTS OF ASSE 1D11v/ASME A112.101WCSA 131251C OR ASME REQUIREMENTS TRIOR TO INSTALLATION, ANY DISCREPANCIES IN T} E A112,151/6A 131Z5,1 AND S01-L 'BE INSTALLED AT T} E -POINT OF DRAWINGS OR FIELD COORDINATION nOBLEtMS S}fALL -5E 13ROUG T TO USE, SHOWER ANU TU`D-SOWER COMBINATION VALVES I.'EQUIREP BV T} IS T} E ATTENTION OF T} E ENGINEER- RIORTO COMMENCEMENT OF WORK. SECTION SHALL DE EQUIPPED WIT} A MEANS TO LIMIT T} E MAXIMUM SETTING OF T} E VALVE TO 1ZD°F (4610C), W} ICg S} ALL 13E FIELD 13, TVE P,C. SHALL EXAMINE T} E SPECIFICATIONS AN-P-r }E W}{OLE CDNTRACT ADJUSTED IN ' ACCORDANCE WIT}{ T{{E MANUFACTURER'S 13Y SECURING A COMPLETE SET OF VRAWINGS AND SPECIFICATIONS OF INSTRUCTIONS, IN -LINE 1-VamOSTATIC VALVES SHALL NOT �DE T}iE W}{OLE CONTRACT, UTILIZED FOR COMPLIANCE WIT} T} IS SECTION AS PER SECTION 4Z4.3 14, T#6 P,C, SHALL 'DE RESTONSI'DLE FOR T} E FULL COORDINATION OF } IS F'6C WORK WIT} T} AT OF TV76 GENERAL CONTRACTOR AND OT} ER SIn-1�CON-I'RACTDRS TO MIATUALLV AVOID CONFLICT, PLUMBING SCOPE OF WORK 15, ALL PLUMBING WORK SHALL NOT INTERFERE WIT} CLEARANCES 1` EXIST, PLUM73IN6 FIXTURES TO BE LEGALIZED REQUIRED FOR GENERAL AND MECHANICAL CONSTRUCTION,,, SHOULD 'PLUM -DING WORK BE INSTALLED W} ICV INTERFERES WIT}( TVE WORK OF 2. ' EXIST. WATER}{EATERTO DE LEGALIZED, T�E OT�ER CONTRACTORS, SU WORK LL �EAN ED AT NO ADDITIONAL COST TO TVE OWNER ALL M N ON TO LL NOT N E S S OR T C. ERI V ES D DI I 1=RI E P, V � fl A 1 fl F N T NY S E- NC E LL 13E - RO T TO T E PROCEEDI wI 13ID DI CR I S A }4 G +� A A s+1 ATTENTIDN 0F T+E ARc� ITECT ENGINEE, PLUMBING FIXTURE -0R MAXIMUM FLOW OW RATE FIXTURE FITTING OR QUANTITY m t 60 psi LL O W N PPROV L -PRIOR TO Lavatory (hand wash) 1.5 gp a p 17. T E P,C, fl 1rR VIDE SHOP DRA I S FOR A A I G h• Water closet 9 P 9 Y 1.28 gallons per flushing cycle e L M T LL N T E D L P EN ED OR I PURCHASE OR INSTALLATION F A EQUI CA F f? mat 80 psi Shower head 1.5 gp 'PLANS a SPECIFICATIONS. Kitchen sink 1.5 gpm at 60 psi le). T}{EP,C, S}{ALL SlA13MITREQUESTS-FORSU73STITUTIONSIN WRITING. ANTI SCALD .VALVE FOR TUB/SHOWER REQUIRED / T PLUMBING FIXTURES `SHALL COMPLY WITH THE NEW WATER T}E-F,C,S►BALL-fROVIDEAS-,aUILTURAWINGS. CONSUMPTION RATES IN ORDINANCE 08-14 ( TABLE .604.4) N & FBC, PLUMBING CHAPTER ;:4 REFERENCE STANDARDS. 20, T} E PLUMaING INSTALLATION S}}ALL MEET T} E AMOVAL OF T} E ARCHITECT/ENGINEER-DEFORE ACCE-PTANCE BY -r {E OWNER, M T 0 O 2 , LL WORK LL 13E UflRANTEEi� EE D DEFEC S FOR A PERI D F 1 A S•!�fl G � � SIZE OF TRAP SLOPE DISTANCE FROM TRAP ONE YE FROM _PATE 0 CERTIFICATE 0 OCCU'PANCI, "inches" inch per foot (feel) (1) AR FRFF A ( P ) 1`14 14: 5 T Y N TD 6 , T LL TO P E N T E C OR I I 1 4 E P.C. U U OR R I I 2. F � FA F S}f 1 1 2 2 ++ s�A CH s� / 2 1 ORIGINAL CONDITION OF EQUIPMENT MARRED DURING Sf{IPMENT OR /4 8 INSTALLATION. +E IS RESPONSIBLE TO -RE-PAIR ORI I N A L 3 1/ 8 12 CONDITION FdRNI � IN S CflUSED DdRING -PERFORMANCE NCE D WOR K 4 18 16 ANTI SCALD VALVE REQUIRED FOR TUB SHOWER 23. T} E P,C. SFIALL KEEP ALL AREAS IN W{ ICH WORK IS -DEING PER- FORMEV FREE FROM VE73RIS -AT ALL TIMES, AND SAID AREA S} ALL -DE LEFT ROOM CLEAN AT -rVE END OF EACH WORKIN DAY, 2.4. AT T} E COMPLETION OF -rVE WORK, -r {f P,C, S} ALLREMOVE ALLR.(AnI5}{ CAUSED 13V }CIS WORK, AND S} ALL T} ORDUG}{LY CLEAN ALL PLUM -DING EQUIPMENT". 25, T} E P,C, S}(ALL VERIFV ALL EXISTING CONDITIONS ASSOCIATED WIT}{ WORK ANDRE7'ORT ANY DISCREPANCIES TO ARCHITECT/ENGINEER 1=RIOR TO 13ID, 21. CONTRACTOR SHALL VERIFV ALL DIMENSIONS, SPACES AND CONDITIONS -PRIOR TO FA'PRICATION AND INSTALLATION OF EQUIPMENT AND MATERIAL. Miami Dade County Department of Regulatory and Economic Resources Job Copy 022006079 7/1/2022 8:02:59 PM P-l.pdf - „ Dimensions: 18-1 4" high .x 17--5 8 wide x:3-1 2 deep • Weight: 17.8 Ibs , .. N Water Con.. 3 n4NPT mw WATER HEATER CONNECTION DETAIL 4 SCALE 1 /4 1 0 F TILE 1 NOTES; ' 1. PLASTIC WASHING MACHINE OUTLET BOX WITH FACE . ,PEA GRAVEL .OR SIMILAR PLAT MODEL No. W4700 H ACP AS MANUFACTURED BY E IPS CORPORATION. _ MATERIALS TO ;COVER SEEP .., .: t1=1 ,,.. w. ,.•. 4 2. CENTER 2 DRAIN. w _.. i � . HOLES ,... UPPER SECTION' OF• -DRAIN _ THIN SET : • / :. �� �- � «, �:'�; i 3. BALL VALVE WITH CHROME Y TURN HANDLES. T0 , <HEIGHT,OF TILE (SGBED) TINADJUST . _1 • , 4. WATER HAMMER ARRESTERS. PVC SCH. 40. PIPE 5. SWEAT CONNECTION. � CEMENT BO D k 0, PP PIP . 6.. COLD WATER SU LY E ... n .. • 63000 CLEANOUT 7: HOT WATER SUPPLY PIPE. CAN COLD & LOCKING RINGOFDRAt N HOLD R MORTAR CO NC ETE .: PLUG, LONG SCREW AND ESCUTCHEON ITFI TH BOX BE ORDERED W E 8. THIS OUTLET B _�. .. .. (BOLTS TO DOWN. L S 0 >. .O . _x PLATE ASSEMBLY HOT WATER LINES TO ENTER THE TOPOF THE BOX. LINER 9. CONTACT SUNBELT MARKETING AT 1-800- 57-5566. ,:• , .. ..-. � r l , 10. FOR PIPING OTHER THAN COPPER FOR HOT' & COLD WATER SUPPLY CONTACT SUNBELT MARKETING ET G 0 ........ � .. .. _ . � .. .. ...., ... . ...... ...' , GENERAL NOTES SANITARY RISER Date 12 / 21 / 2021 i'roject Number 21449 Sheet p - I Scale Drawn By. As Shown 5f /LO SAN ITAKY*DOM ESTI C WATER PLOOIP, P . Date 12 / 2 1 / 202 Project Number 4 21449 Sheet P-2 Scale Drawn E5 f. As Shown 5P/LO 'WONG KIRK PM DERM Approved 6 v ",1 ••os •oo •foes ••o• I.a flays nACM s 'e11 r t wA #