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RC-05-19-1063 - Plansrevisions: r I I I I I I I I x GARAGE 2 UUALL- LEGEND EXISTING MASONRY WALL EXISTING INTERIOR PARTITION WALL NEW INTERIOR PARTITION WALL UJCR CLAZ55IFICATION 45 PER FLORIDA BUILDING CODE THIS i5 A LEVEL II ALTERATION ACCORDING TO F.r,.0 (E) 310.1. GENERAL CONTRACTOR TO PROVIDE A TEMPORARY SHORING SYSTEM AND SHOP DRAWINGS TO BE PREPARED BY A REGISTERED FLORIDA ENGINEER 0 I-- — — — — — — — — — — — — — — — — — — — — — — — — — — -- — —-p I O2 I I � I L-------v-`----------------------- 0 L _ NEW CABINETRY BY KITCHEN COMPANY I\ --- —f KITCHEt NFJJ CABINETRY L' K-GHEN COMPAN' FIRST FLOOR PLAN SCALE: 1/4" = F-0" GENERAL ''FLORIDA BUILDING Geis , LDINC-t 4 EXISTING 2011 LJ/ IEVI5ION51 EXISTING CON5TRUCTION TYPE: TYPE I -A PROTECTED W/SMOKE ALARMS PER LIFE SAFETY. FLORIDA FIRE PREVENTION CODF-2011 a LIFE 5AFETY' TO COMPLY WITH NFPA 12 2001, NFPA 10 2006 EDITION CONSTRUCTION, ALTERATION AND DEMO- ITON TO COMPLY WITH NFPA 241 AS PER FLORIDA BUILDING CODE. THIS 15 A LEVEL F ALTERATION ACCORDING TO F.B.0 (E) 310.1. SCOPE OF WORK 1) ALL WORK WILL BE DONE ACCORDING TO THE FLOW DA BUILDING CODE, BUILDING AND EXIST NG 2011 EDITION 2) EXISTING KITCHEN TO BE EXPAND CREATING SINGLE SPACE WITH LIVING AND DINING ROOMS. STRUCTURAL WORK TO BE PERFORMANGE, SEE STRUCTURAL DX,, FOR DETAILS, 3) NEW FINISHES WILL BE INSTALLED AS PER FIN15H SCHEDULE AND ANY NT. DESIGN DRAWINGS THAT ARE ADDITION TO THE CONSTRUCTION DOCUMENT5.PLEA5E CON5ULT WITH THE OWNER AND INT. ARCHITECT FOR ADDITIONAL INTERIOR DESIGN DRAWINGS. 4) ALL GFI's IN KITCHEN AND BATHROOMS TO BE REMAIN AS IS- 5) PROVIDE NEW KITCHEN CABINETRY. SEE G.G. AND OWNER FOR 5PEC'5. (o) REMOVE AND REPLACE EXISTING FIXTURES AT MASTER BATH. 1) INSTALL NEW EXHAUST5 FAN A- BATH ROOMS AND KITCHEN HOOD. a REMOVE AND REP -ACE EXISTING DRYWALL CEILING AND WALLS AT LIVING AREA AND KITGNEN, 9) REMOVE AND REPLACE EXISTING DRYWALL WALLS AT CORRIDOR AREA. I I O I I I I I I I I I I I I I I I I I I I I 4 I I - —J SantiagYp--Plolivar P.E. f L.YJcenV?:#53S2 1.415 1 5:h:treei.Y .1 Wim- i Beach FL 3.`)r139 (736)571 9603" santiago33139®yahn, com Copyriaht: Thezieuideas, p:zns chid-dNslgnsamaX not tw. - - - - reproduced or°YCCIJied In any - f6rm- "v.:ithout thV express - - - wrrtten- consdnt- if- the engineer. BYYY GorIB0,,����i, /`q'P%? * 3326 ? p i T E F, �!p.�F •.. 4 0 R 10 . S4111,11111100 S/ONAk- C PROJECT: DATE: 04-17-2019 FILE: DRAWN BY: F.MARQUEZ APPROVED BY: SB CHECKED BY: REV. DESCRIPTION DATE Al BLDG.COMM. 06-20-2019 SCALE: AS NOTED A-1 i S �q! n STU D I. d I ARCH. INC. F revisions: LUALL LEGEND EXISTING MASONRY WALL EXISTING INTERIOR PARTITION WAL_ NEW INTERIOR PARTITON WALL f 000 00SS IF I O,4fi ON 45 PER FLORDA BLILDiNG CODE T-IS 'e A LEVEL II ALTERATION ACCORDING -0 P-B.(-, (F) 310J. ----------------------------------- O *01 OHO( ILATO 0 I � ,4 K-IN MASTER O O I W L _-1 FA- III LJ NEW CABINETR2" BY, KITCHEN COMPANY \ GL05ET eENEFR41 ">_! ORID4 5UILEDING OO[DE GILDING a EXI&TING 2011 W1 fREV151ON511 .EXISTING CONSTRUCTION TYPE: TYPE I -A PROTECTED W/SMOKE ALARMS PER LIFE SAFETY. FLORIDA FIRE PREVENT'ON CODE-2011 4 LIFE SAFETY TO COMPLY WITH NFPA T2 200"I, NFPA l0 2005 EDITION CONSTRUCTION, ALTERATION AND DEMOLITION TO COMPLY WITH NFPA 24AS PER FLORIDA BUILDING CODE. THIS IS A LEVEL II ALTERATION ACCORDING -O FB.0 (E) 310.1. 3COFE OF WCRK V ALL WORK WILL SE DONE ACCORDING TO TPE FLOR'CA BLILD NC- CODE, BUILDING- AND EXISTING 2017 EDITION 2) EXISTING KITCHEN TO BE EX=AND CREATING SINGLE SPACE WITH LIVING AND DINING ROOMS- 5TRLCTURAL WORK TO BE PERFORMANCE, SEE STRUCTURAL DII.G. FOR DETAILS. 3) NEW F NISHES U.IL_ BE INS-ALLED AS DER FINISH SCHEDULE AND ANY INT. DESIGN DRAJINGS THAT ARE ADDITION TO THE CONS -RUCTION DOCJMENTS. PLEASE CONSULT WITH THE OWNER AND INT, ARCH TECT FOR ADD TIONAL IN-ERIOR DESIGN DRAWINGS. 4) ALL G=1'5 N K:TCNEN AND BATHROOMS TO BE REMAIN AS IS, 5) PROVIDE NEW KITCHEN CABINE-R`". SEE G.C. AND OWNER FOR SPECS, 6) REMOVE AND REPLACE EXISTING FIXTURES. AT "ASTER BATH. 1) INSTALL NEW EXHAUSTS FAN AT BATH ROOMS AND KITC-IEN HOOD. a REMOVE ANC REPLACE EXISTING DRYWALL CEILING AND WALL5 AT LIVING AREA AND KITCHEN. 9) REMOVE AND REPLACE EXISTING DRYWALL WALLS AT CORRIDOR AREA. BEDROOM >I PROVIDE TEMP. SAFETY _GLASS CATEGORY 11. o a 4 NEW STEEL "I" BEAM / IN EXISTING WINDOW ` - 1 F /ABOVE. SEE STRUCTURAL DRAWINGS FOR DETAIL r X - - - e,ARAGE KITCHEN LIVINCs/DINING; AREA CORRIDOR Ll -' 1 O0 o r----------� \—NEW CABINETRY BY 1 KITCHEN COMPANY O BEDROOM 2 F BEDROOM I I I I �0 I I -- ¢ GLO. CLO, 0 0 12 I 0 I I- — — — — — — — — — — — — — — — — — — — -- — -- — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Z FIRST FLOOR PLAN SCALE: 1/4" STRUCTURAL-�, R C-Ul CW APPROVED -----� DATE Santiago Eu'�ivar P.L. FL License #53326 1415 1 6th Str2et -#} 1 Miami Beach FL. 33139 (786)571 - 960� santiago33' 39(0)"ahoo.com Copyright: These ideas, plahs- and designs may not be reproduced or copied in any form without the express written consent of the engineer. 0 80!////" * N 5 26 ; # �.p. STA* F 'Gt R� °'%SS1ONA\- ''"'�nnnnn�o�� SEAL (PROJECT: DATE: 04-17-2019 FILE: DRAWN BY: F,MARQUEZ APPROVED BY: SB CHECKED BY: REV. DESCRIPTION DATE SCALE: AS NOTED I A-1 d, O revisions: NOTE ALL NEU FINI5NE5 (WALL/CEILING/FLOOR/TRIM/DECOR), ARE TO COMPLY WITH' FBCB CRAFTER S, FOR FLAME SPREAD AND 5MCKE DEVELOPMENT CL4551FICATICN. I. ALL ROLrH O-ENING5 AND UNIT 51 F5 TO BE 51-E VERIFIED BT THE GENERAL CONTRACTOR i. PROVIDE SHOP DRAWNG5 PRIOR TO F45RICATION TO ARCHITECT FOR AP-ROA4L. 3. PROVIDE DOOR F N SH SAMPLE TO ARCHITECT PRIOR TO ANY WORK FOR 4T-ROVAL, 4. PROVIDE CASING FINIe- SAMPLE TO ARCHITECT PRIOR TO A141"WORK FOR APPROVAL. 5, CP RABLc PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REOUI'RE GRA5PING, PINCHING, OR TWISTING C= THE WRIST THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS 5H4BE 5 .MOUND, 6. HANDLES, PULLS LA .-HES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATE, SHALL COMPLY LITH (F.e C: A 3094) OPERABLE FAR75 OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 49 INCHES Y4XIMU1 ABOVE THE FIN15H FLOOR OR GROJND, DOOR DOOR :i ALUMINUM BUMPER - TYh`-E 1- I` THRESHOLD SET ON BED DOOR MARBLE OF CONTINUOUS SEALANT THIRESHOLD 2 MAX. w: f .I/2" ;-3/4" VCT. ;�VCT. MAX...- r r r TYP. THRESHOLD DET. + + 5'-0" TOP OF ZONE 5 IA7 20 5F P=+40.05 5= -53.63 NOA" 11-0614.14 00'-O" FIR5T FLOOR +11.56' N.G.V.D. 0 ZONE5 A- 72 5F P-+/005 5=-53'03 NCA" 1-06145 0'-0'' FRET F 3 5/0" x 25 GAI;GE C-4ALVANIZED CHANNEL JHAF=ED METAL 5TUD5 AT I&" ON CENTER =4eTENED TO TOF' AND BOT-OM TR4CK5 WITH MINIMUM (1) 3/5' Tl FE 5-12 PAN HEAD SCREW EACH SIDE AT ALL 3 1/2"---- CONNECT ONS, co I I - i r!, cCf - 'nCY ONT. SEALANT BEAD, TP. - ADA COMPLIANT TYPE "X" GYPSUM UJALLBOARDHARDWARE EACH SIDE FA6TENED WITH 15/a" LONG DOOR F'EFR SC-4EDULE, TYPE "S-12" DRYWALL 5CREWe AT 12'' ON SUING AS INDICATED ON CENTER TAPED, SPACKLED AND FLOOR PLAN. FINISHED WITH NO v151BLE JOINTS, TYPICAL -- PRE -HUNG WOOD DOOR AND FRAME W/ 3 Ya" FLUTED C45 NG5 WOOD INT. DOOR JAMB DET. N.T.S. ---- s i1 / r li - /' '. EXISTING WOOD SHUTTERS TO BE REMOVE. TYPICAL. ZONE 5 A= 56 SF P=+40055=-53.63 NCA" 16-0906.06 ZONE 5 A- la eF P=+4005 5=-53.63 NOA" ZONE 4 A= 10 5F P=+40.05 S= -43.45 NCA° !1-06420 ZONE 5 A= O 5F 53.'03 v04° 11-06I420 ZONE 4 A- 33 5F P--40.055- -43.45 NOA" Il-O6I4.5 WEST ELEVATION SCALE: 1/4" = 1'-0" ZONE 5 A= '15 5F P=+40.05 5=-53.63 NOA' I1-0420.04 NORTH ELEVATION SCALE: 1/4" = F-0" I I I I A I I I ZONE 4 A= 33 SF P=+40.05 S= -43A5 NOA# 11-0614.15 SOUTH ELEVATION SCALE: 1/4" = F-0" 0 ZONE 5 L, 20 5F P= HO.05 5= -5363 NOA° '1-0614.14 ZONE 5 A= 30 SF P=+40.05 a=-53.63 NOA" Il-05O4,04 II II ti I I ZONE 5 A= 13 5= 5363 NOA" I1-061420 TONE 5 A= 20 5F P=+40.Q'S 5=-5363 NOA'" I'-ID614.14 EXISTING FIRE .) STOPPER CONCRETE CEILING •'ROVIDE WALL TILES IN 5ATHROOM5 -' 7 x4 BACKING t WET AREAS TO 6'-O" MIN. AF,F_ A5 REO. FOR - AN-CABINETRl" SOUND ATTENUATION AT ETC. - BATHROOMS �) MTL. STUD ®24" O/C 5/S' DRYWALL s • 11 (16" O/C W'-IERE PLASTER/ TYPE X" a . - CERAMIC, TILE OR MARBLE FIRE RATED - -' �< IS USED ON GYP, BOARD) BOTH SIDE` OF 3 5/15 24GA ' MTL STUDS f .- � 241lo1r. (' MTL, FLOOR SEE INTERIOR [l -6. FOR TRACK CCN 545E s FLOOR FIN5H NOTE: Z" MIN.°CEMENT 50ARD 0 PERIM TUBS, SHOWER, MOP SINK WT- I TYP. PARTITION DET N.T.S. + 8.-0" TOP OF BEAM 3 i I 1 I I I O ZONE 5 20 5F P=-4LT9.0 5 5563 NOA' Il 0(, 4;= OCR +IL56 N.G.Vll. ZCNE 5 A= 20 SF EXISTING UOOD SHUTTERS,,' +'=•40.055=-5363 TO BE REMOVE. TYPICAL. NOA- I1-0&14.14 f EAST ELEVATION SCALE: 1/4"= F-0" APp�QV�D h ht .: vV .._w ZONE 5 14= 22 SF P=+40.05 5- 53.63 NOA" I1-06�4.15 nmw•-�. a.�w. I Saritic7go co iva - F.E. FI .icense #:3320 1 4_1 1 6t-h Street _ 1_ MIul;ri BeuchFL _33139 3�)57_I 960�_ enn+�pgo331 39@yahoo.crm Cdpyr_jht -hese -ideas plans ar:; designs may not bl- - reproduced or copied in any form without the express written consent of the engineer. h �CENSF. * ; 0 53326 ;Cm pi T E F r� •mil GRID, S/ONA SEAL W W 00 r� ct •° W H� w V1 V1 W o H PROJECT: DATE : 04-17-2019 FILE: DRAWN BY: F.MARQUEZ APPROVED BY: SB CHECKED BY: REV. DESCRIPTION DATE SCALE: AS NOTED II revisions: NGp1180` ,, A WINDOW SILL DET. C WINDOW JAMB DET. B WINDOW HEAD DET. v DOOR HEAD DET. E DOOR SILL DET. F\GENSF.•9p- A-2 A-2 A_2 DOOR JAMB DET. ; * c o. 3326 N.T.S. N.T.S. N.T.S. A_Z N.T.S. A-2 N.T.S._2 N.T.S. 3 _ WINDOW SCHEDULE ova SEAL MARK QUANTITY S DI H: HEIGHT' TYPE: MATERIAL: MAh'CIF. ViING Eti'1 EAIOA. JDETAILS: HEAD: THRESH: COMMENTS: " fiRf7E}N4 FLOOR ., , A Q 6'-4-3 w ALUM/GLASS 1BD IMPAf RESISTANT W ® 6-4' 3 T` ALUMICLA55 T.D.D._ IMPAC R 515TANT © ' 2" 3'-4" "G" ALUM,/GLA55 TBD. IMPAC= RESISTANT 3'-2" 1'-0" "P" 4LUMJGLA55 T.B.D. IMPAr- RESISTANT Q 4'-2" 3'-4" "E" ALUMJGLA55 TBD. MPAG` RESISTANT ANCHOR 5TOF2EFRO 1' HEAD 1f,J/ /4" jAPGONS an Qj° HEAD I. ALL ROUGH O"ENINGS AND UNIT SIZES TO BE 51TE VERIFIED B7 THE GENERAL CONTRACTOR T WITH 1 i12" MIN. EN15ED INTO 2, PROV OF SHOP DRAWINGS PRIOR TO FABRICATION TO ARCHITECT FOR APPROVAL. t 3. PROVIDE DOOR FINISH SAMPLE TO ARCHITECT PRIOR -0 ANY WORK FOR APPROVAL. �/� GONG. F3EAM 0c IMPACT GLAZING A.Gi IMPACT GLAZING 4 PROVIDE CASING- FINISH SAMPLE TO ARGHITEGT PRIOR TO ANY WORK FOR APPROVAL. SPECIFIED AS SPECIFIED lx2 P.T. WOOD FLOCKING _ 5B" GYPSUM WALLS04fzD ON �� HOR1zoNrAL v8" MTL. FURrNC_ ,ALUM. 4 GLA55 j - � � ALUMMULLION •* _ - GONT. 6AGK�R R0C> 1 SLIDING DOOR _ 4 SEALANT CEMENT PLASTER IX P.T. WOOD _ 2 e 4 2 C) GONG.6EAM 1 - -- 1/4'' SHIM SPACE 11 F N 5H ---- �� ALUM. a GLA55 SLIDING DOOR-_ �'I -- _ - - - ° — ( I y, � I_ —,� 1/4' SHIM SPACE /'-' - / c E r. /mil ill o rn -� �4 � �iLAJJ 4 4 M 1 G C I (�l 4 b y b � 1 m W i > J I IN...S DOOR r � ��� L D c R Va u "'�4•�`Tiz�FaxT�;iJ 4�� �- 4 "�.I�_[_ \_INI _ TYPE 116" TYPE "G" TYPE 'III TYPE. "E" NOTES u REFER TO ADDITIONAL NOTES CONTAINED ON THIS DRAWING FOR GENERAL REQUIREMENTS AND DRAWING INTENT. ALL WINDOW SIZES ARE 5T4FFD 45 ROUGH MASNRY OPENINGS. • O 1� THE SGHEDULE5 AND M.0:5 5HOWN ARE FOR CONTRACTOR AND OWNER GUIDE ONLY, NOT FOR CONSTRUCTION. THE INTENTION OF THIS SCHEDULE 15 FOR T4E DETERMINATION OF EXACT PRICING AND MATERIAL, SIZES, ANC, 4VAIL451LITY ONI_� / (^� \SLIDING DOOR SILL DET. . SLIDING DOOR HEAD DET. T SLIDING DOOR JAMB DET. K DOOR JAMB DET.- AHE LTERNAEASUBM So N TO ALL OWNER AND ARC I EC -FOR NON -IMPACT WINDOWSLAND STOREFRONT GAAZIING,D WITH DT E ADDITOR ION OFESTANDARD PANEL TTTIPE COUNTY APPROVED VARIATIONSOF EACH SHUTTERS. / �1 \ 11 nROOMS REOUIRING SECOND MEANS OF EGRESS SHALL HAVE OPERABLE WINDOWS AS PER NRP.A 21-223. CONTRACTOR SHALL SUPPLY FULL SHOP DRAWNI WITH BOTH GLA55 AND FRAME SAMPLES FOR WRITTEN APPROVAL.. �u A _�l S p `C GLAZING T SL ZNG AND NW O INC ES OF; AND IN SHOWER OR SURFACE i� N.T.S. A L T O \�N.T.J. N.T.O. NCLUG'I S ANY GLAZING WITHIN 6m INCHE6 C iNE Fl615HE FLOOR SURFACE IN WALLS SURROUND NC-, SHALL 6E SAFETY GLAZING 45 CATEGORT II. 1 DOOR SCHEDULE NOTES CONTRACTOR SHALL SUPPLY ARCHITECT WITH FULL SHOP DR4W.NG5 FOR ALL NO LOCATION: SIZE TVPE MATERIAL FINISH : CASI MAhUF SLFLfGHTS "TRANSOMS TRANSOMS COMNMENTS DOORS AND WINDOWS SHOW AND/OR SPECIFIED IN THESE DOCUMENTS. -+ \i'IDTH HLIGHl THk - -- SET SET I\'TEAO RIOR r FX ERIOR 2. ALL EXTERIOR DOORS AND WINDOWS ARE TO BE IMPAC- RESISTANT, A5 DEFINED PROJECT , , RIDA BUILDING CODE AND MEET ALL OUIREMENTS OF FO`"ER 3 -O l -o-• FRENCH ALL"il6L ANODIZED METAL ,._Ur TBD ............ IMPACT RESISTANT WITH SIDE_ -E R DADE COUNTY FOR PRODUCT APPROVAL. 16 _5„ T'-0�� - SLIDING ALC^'L/G-L ANODIZES METAL A_UM. T.BD. - - - - - - - - - - - IMPACT RESISTANT 3. CONTRACTOR SHALL SUPPLY ARCHITECT AND OLNER WITH AND ALTERNATE OF DATE : 04'-17-2019 • � SPACE NON -IMPACT COUNTY APPROVED GLAZING SYSTEM WITH THE ADDITION OF METAL DOOR AS 4 BATH Y-@" T -m" N. SWING WOOD STAIN METAL WOOD TBD. - - - - - - - SOLID GORE PANEL TYPE HURRICANE SHUTTERS. FILE l SCHEDULE GARAGE 6" -@" SWING ALUMNUM ANODIZED METAL ALUM. TED. IMPACT RE516TANT 4. WINDOWS. AND FIXED FOR METAL BACK © MASTER BEDROOM 2 b" l -Q" 1-%, SWAY WOOD STAIN METAL WOOD T.BD. - - - SOLID CORE DOORS, STOREFRONT A55EMBLIE5 ARE THE INITIAL / SWNG STAIN COORDINATION BETJIEEN ARC-ITECT, OWNER AND CONTRACTOR CONTRACTOR DRAVVN BY: F.MARQUEZ BEDROOM 2'-S" T'-e"-Y.• WOOD METAL WOOD TBD_ - - - - - 60LID CORE SHALL MAKE A�_ EFFORTS TO ACHIEVE THE INTENT WITH DOORS, WINPOU75, AND CLOSET m" T' -@" 1-Y. 1-FOLD WOOD STAIN METAL WOOD TED. SOLID CORE STOREFRNi ASSEMBLIES SUPPLY NG STANDARD SIZES AND ASSEMBLY c JOL ID WOOD \ I _ _ — _ 9 BEDROOM E T'-@ 1-'a^ -FOLD LD WOOD STAIN META_ WOOD S.B D- - - - - - - Soup CORE MYTHOLOGIES. ALL IN THE BROUGHT APPROVED BY: SIB FRAME WD-I �\ � BEDROOM 2 CLOSET 5-@" @ FOLD OOD STAIN METAL WOOD BD. SOLID GORE VARIATIONS SUBMISSIONS SHALL BE TO THE ARCHITECT S _ II BEDROOM 2 2'-6" l'-@"-:• SWING WOOD STAIN METAL WOOD T.B.D. SOLID CORE ATTENTION, WITH THE SUBMISSION OF SHOP CRAVINGS, PRINTED LITERATURE, 12 GARAGE 8'-0" l'-@" 1-y OVERHD ALUMINUM METh ALUM. TED. - - = - IMPACT RESISTANT AND SAMPLES FOR WRITTEN APPROVAL. CHECKED BY: -_ - � 6 5. ALL STOE'E=RNT ASSEMBLIES REOU.IRING SiRUGTURAL STEE'_ SUPPORTS ARE TO SHIM �'� - ;` - \ f 1 I L ALL ROUGH OPENING" AND UNIT SIZES TO BE SITE VERIFIED B7 THE CONTRACTOR. BE PPE ALAZMAN ND INS _AL LED BY THE GING UFACTURER/SUPPLIER OR REV. DESCRIPTION DATE 1 _ 2. PROVIDE CHOP DRAWINGS PRIOR 10 FABRICATION TO ARCHITECT FOR APPROVAL 2, THEIR APPROVED REPRESENTATIVE, FULL SHOP DRAWINGS SPECIFYING ALL 1 I STRUCTURAL CONNECTIONS ATTACHED TO THE SHELL OF THE BUILDING SHALL BE I" SOL ID WOOD I �) I \` 3- PROVIDE DOOR FINISH SAMPLE TO ARCHITECT PRIOR. 70 ANY WORK FOR APPROVAL. PROVIDED. ALL INTERMEDIATE VERTICAL AND HORIZONTAL SEE_ SUPPORTS JAMC3 /HEAD J` 4. PROVIDE CASING- FINISH SAMPLE TO ARCHITECT PRIOR TO ANY WORK FOR A-PROVAL CONTAINED WITHIN THE ASSEMBLIES, WHICH ARE TO BE SUPPLIED AND INSTALLED WD- i / V� SHIM BYCONTRACTOR, SHALL BE SPECIFIED BY GLAZING MANUFACTURER GLAZING MANUFACTURER SHALL 1 f ,V \ ° SOLID WOOD I" SO 5UPPL1' SHOP DRAWINGS INDICATING COUNTY APPROVED 51ZE5 1 AND CCk\ECTONS TO BE IM CMEN-ED BY GENERAL CONTRACTOR. THESE SHOP DOOR AS i G.W.B, / HEAD DRAWINGS SHA__ CLEARLY- DEFINE WHAT ELEMENTS SHALL BE SUPPLIED AND -HE SCHEDULE i RESPON IBIITIES OF EACH PARTY, IB: GLAZING MANUFACTURER OR GENERAL CONIRAG`OR I SOLID WOOD ALL C N'.NGS :DIMENSIONED N T- LSE DRAWINGS ARE ROUGH MASONRY ' FRAME 3'-01, I. _ (1-_6'1 -IT 1__ 2'-gyp" VARIOUS g'_� - __ ARIATIOPENIN.CONTRACTOR SHALL ;SUPPLY ARCHITECT WITH NOTIF'.CATIONOU REMENT5 IN ORDER FOR HICT AS TO VARIATIONN PRODUCT RO. iFY PER q7'-01t THESE DRAWINGS OR REEL CTI CONED NS REQUIRED FOR THE PROPER QE7 INSTALLATION N OF II UNITS 5 LE ED BY ARGHOE BY OLLNER AND APPROVED S, THE GLAZING IN 51-0IN6 AND SWINGING DOORS AND IN SHOWER ENCL05URE5, INCLUDING ANY GLAZING WITHIN S@ INCHE5 OF THE FINISHED FLOOR SURFACE IN WALLS SURROUNDING, SHALL BE SAFETY GLAZING AS GATEGORY II. DOOR HEAD DET. DOOR JAMB DET. � I _ N.T.S. N.T.S. K• SCALE: AS NOTED 00C) 11 O �Ola 2 revisions: SECTION "A" - SCALE=I /2"=F-0" TOP O.^ 6EAM 0ID00' N.c.v D. ¢> -O" FIRS- FLOOR _ GONGRETE FOOTING 3 NEW 12"XI2"X31.0' - (A992-50 W12X&5) STEEL "I" BEAM NEW 2"xlm21" WOOD - SIDE BOARD EXISTING 2XCo WOOD JOIST NEW 4"x4" METAL COLUMN EXISTINGt CONCRETE ' sLAEs r , -EX15TNG IOxkP, CONC* ETE FOOTING SECTION "B" S-I N.T.S. o r2'�"I" BEAM DETAIL S-1 SCALE=1 /2"=l'4" NEW METAL STRAPS �EXISTINCz 2x6 ROOF HORD ETO WOOD jf-----W£3'&T_-_ ANC� 61A 604RD5 FOUNDATION PLAN SCALE: 1/8"=V-0" NEW METAL STRAPS ANCHORED TO EXISTING 2x'o WOOD JOIST DESIGN CRITERIA SUPERIMPOSED DESIGN LOADS: ROOF DEAD LOAD 25 PSP. ROOFLIVE LOAD .... ...... ...... ...... _.... .... .... .......... .... ........ ........... 30 PSF. WIND SPEED_- . .......... .... __ ....... ........... .. _ ...... ...... _ 115 MPH. CATEGORY....._.......__...__.._.........__.._...._......._....._............_...._ II IMPORTANCE FACTOR ... ._....... ..... ..... ......... __..... ..... ...... 1.00 EXPOSURE CATEGORY......__.___..._____.____-__.______- "C" NOTES: LOADS PER F.B.G. 5th EDITION (2011) AND ASCE 1-10 TERMITE NOTE. TERMITE TREATMENT: ALL BUILDINGS SHALL HAVE PRE -CONSTRUCTION TREATMENT PROTECTION AGAINST 5U5TERRANEAN TERMITES AS PER F.B.G. 1816.1.1. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: " THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE W/ THE RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. FOOTING SCHEDULE 18 HIGH x 42 WIDE x 42" DEEP CONCRETE COL. FOOTING W/ 3" 5m CONT. AND • 3 - F-42 TRANSVERSE ID24" O.C. PROVIDE •5 CORNER BARS ON ALL INTERIOR 2 AND EXTERIOR CORNERS EXTENDING MIN. 30" IN EACH DIRECTION FROM CORNER 5-3 DOWELED WITH 5 INTO EXISTING CONCRETE FOOTING. — --- 11 A I SOIL STATEMENT INSPECTION OF THE SITE INDICATES UNDISTURBED SAND AND ROCK WITH A BEARING VALUE OF 2000 P.SF. SHOULD OTHER CONDITIONS OR MATERIAL BE ENCOUNTERED, THE ARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING WITH THE WORr, THE ARCHITECT OR REGISTERED PROFESSIONAL ENGINEER SHALL SUBMIT A LETTER ATTESTING THAT THE 51TE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGNED 15 BASED. 5anticgo Rolivar G.E. FL_. _License #5339 1 415-- 1 6tL -Street_ Vif-imli Becch FL. 33139 (786)571_ 9603 _an`i-jgo331-39Cyahoa car Copyrighc. The -is_ leas, plans anc designs may not be -•••• reproJuc�d or -copied in any form without the express written consent of the enaineer. �P CENSF•.9�? o. 3326 S OF 0 ''FSS/ONAt �x\ �'��"' n n n n � SEAL PROJECT: DATE: 04-17-2019 FILE: DRAWN BY: F.MARQUEZ APPROVED BY: SIB CHECKED BY: REV. DESCRIPTION DATE z! BLDG.COMM. 06-20-2019 SCALE: AS NOTED I S.1 PARTIAL ROOF FRAMING PLAN Z SCALE: 1/4"=1'-0" WINDOW 5iLL WAL_ PORTION TO 3E REMOVE AND DROP DOWN FOR BIGGER OPENING, 5EE ARCH. ELEVATIONS FOR 5PEC'5 UJINDOLU SILL WALL RIGGER OP DOLL _ PORTION TO BE REMOVE _ AND DP2G( DOWN FOR ,..._ v NG- SEE ARCH. EL❑vAT'ON5 FOR ePEC'5 (APPROVED __.. tl. f STRUCTURAL PLAN ` SCALE: 1/4"=1'-0" - (J) revisions: Santiago Bolivar P.E. FL License-_#5332-6 -- 1 '+15 1 6th . Street # 1 Wnm; Beach FL. 3-,5139 � 0-0)571 - 96 )3 cantiago3� 1 39fODyanw.c-r m Coov_ right: The_ a ideas, pans - and designs may -not be repioddced or_copi.:d in uny--- form without the -express- writ'.en-consent of. .the engineer-. NIIIII���I/U ...E N S f•.•9,� * ; 3326 0 1'40R1Q_��'\��v 'OFSS�ONAL SEAL W W � v 1 F-�•I M�-T-1 •ct O W W O PROJECT: DATE : 04-17-2019 FILE: DRAWN BY: F.MARQUEZ APPROVED BY: SIB CHECKED BY: REV. DESCRIPTION DATE BLDG.COMM. 06-20-2019 SCALE; AS NOTED S-2 mmmmi revisions: 8" x 16" MASONRY UNITS REINFORCED W/ TRUSS - TYPE GALV. JOINT REINFORCING e 16" O.G. EXTENDED MINIMUM 4" INTO CONCRETE COLUMNS. M 5 0 VERTICAL IN CONCRETE FILLED CELL BENT 12" INTO TIE BEAM AND FOOTING FILL CELL DETAIL REINFORCING: I. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, MIAMI-DADE COUNTY, 2014 EDITION, UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE BEFORE CONSTRUCTION 15 BEGUN. ALL OBSERVED DISCREPANCIES SHALL BE REPORTE IMMEDIATELY TO THE ENGINEER 3. DESIGN LOADS: ROOF LIVE LOAD = 30 PSF FLOOR LIVE LOAD 45 PSF WIND VELOCITY 140 MPH, WITH IMPORTANCE FACTOR, AS PER ANSI SECTION 6 OF/ASCE 1-98 NET DESIGN WIND UPLIFT LOADING - 30 PSF 4. CONCRETE: ALL REINFORCED CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 315-83, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND ACI 301-12, REVISED 1915, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". ALL STRENGTHS NOTED BELOW ARE 26-DAY STRENGTHS: ALL POURED -IN -PLACE STRUCT. CONCRETE: 4000 P51 SEE MASONRY NOTES FOR GROUT USED IN MASONRY CONSTRUCTION. EXTERIOR CONCRETE SHALL HAVE 4% MINIMUM ENTRAINED AIR 5. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. 6. STRUCTURAL STEEL SHALL BE ASTM A-36, UNLESS NOTED OTHERWISE. 1. SLAB ON GRADE DESIGNED FOR SAFE BEARING CAPACITY OF 2500 PSF WITH 95% MODIFIED PROCTOR COMPACTION W/TERMITE TREATED SOIL. 8. CONTACT LAP SPLICES FOR VERTICAL REINFORCING, UNLESS NOTED OTHERWISE: COMPRESSION SPLICES: 30 DIAMETERS TENSION SPLICES: 40 DIA. FOR °3, "4, 4 «5 S. ALL CONNECTIONS EXPOSED TO WEATHER, OF STEEL TO STEEL AND STEEL TO MASONRY, MUST BE 5TAINLE55 STEEL BOLTS. 10. ALLOWABLE 501L PRESSURE FOR FOOTINGS: 2500 PSF 11. PROVIDE 8" X 12" TIE BEAM WITH 2 05's TOP AND BOTTOM AND "3' TIES AT IS" AT TOP OF ALL CONCRETE BLOCK WALLS (TYPICAL UNLESS OTHERWISE NOTED). 12. CONCRETE COVER TO REINFORCEMENT: FOOTINGS, SIDES = 2" FOOTINGS, BASE = 3" ALL OTHER EXPOSED TO EARTH OR WEATHER STRUCT. MEMBERS : 1 Ii22" 13. PROVIDE PRECAST CONCRETE LINTEL OVER ALL WALL OPENINGS . CONCRETE LINTELS ABUTTING POURED COLUMNS SHALL BE POURED ALL OTHERS MAY BE PRECAST. 14. ALL CONCRETE SLA55 SHALL BE TERMITE TREATED PRIOR TO POUR GENERAL: I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS_ ANY DISCREPANCIES IN NOTES OR DIMENSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK 50 THAT PROPER WORK CAN BE EXECUTED. DO NOT A55UME OR GUE55 ANY DIM. OR ELEMENTS CONNECTIONS AND ELEVATIONS. 2. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY EXECUTE ALL WORK AND SHALL BE FULLY RE5PON515LE FOR THE SAME. SHORING MUST COMPLY WITH ALL LOCAL AND OSH A REQUIREMENT. 3. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL, I. ALL EXCAVATIONS, PREPARATION FOR SLAB ON GRADE, DEPTH OF FOOTINGS, BACK FILL, ETC., SHALL BE PERFORMED IN ACCORDANCE WITH THE SOIL ENGINEER'S RECOMMENDATIONS. ANY DISCREPANCIES BETWEEN THE SOIL ENGINEER'S REPORT AND THE FOUNDATION PLANS MUST BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO INITIATING ANY EXCAVATION SO THAT PROPER REMEDIAL WORK CAN BE PERFORMED, 2. FOUNDATION IS DESIGNED FOR 2500 PSF SAFE GROUND BEARING CAPACITY. 3. STRUCTURAL SOIL BEARING SHALL BE USED WITH RATIONAL ANALYSIS. ASSUMED BEARING OF 2500 P5F. I. "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS", LATEST EDITION, SHALL GOVERN THE DE51GN AND INSTALLATION OF ALL DIMENSION LUMBER 2. ALL LUMBER SHALL BE •2 SOUTHERN YELLOW PINE OR BETTER. 3. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS. GENERAL NOTE N.T.S. 6"x6"x1/2" STEEL CAP PLATE CNEW 12"X12"X31.0' j (4) BOLTS 992-50 W12X65) 1/2'414" BOLTS EEL "I" BEAM 1/2 �,,� 4"x4"xl/2" STEEL 1/2'� % COLUMN 1=xroHILTIT / ANCHOR ROD T- 6 "x6 "xl/2" STEEL EE BASE "'��6&-' SHRINK GROUT EXISTING Sxl2 CONCRETE BEAM MASONRY 1. CODE FOR MASONRY ACI 530-93 AND CONSTRUCTION NATIONAL CONCRETE MASONRY ASSOCIATION. 2. CONCRETE MASONRY UNITS: THE QUALITY STANDARDS FOR THE UNITS SHALL CONFORM TO THE AMERICAN STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING MASONRY UNITS (ASTM C90-10). MINIMUM £'m SHALL BE 1500 PSI BASED ON THE SHELL FACE MORTAR BEDDING. 3. MORTAR: THE MORTAR USED FOR MA50NRY CONSTRUCTION SHALL BE TYPE "M" BELOW GRADE AND TYPE "S" ABOVE GRADE AND SHALL CONFORM TO ALL THE REQUIREMENTS OF THE APPLICABLE BUILDING CODE, LATEST EDITION, CALCIUM CHLORIDE SHALL NOT BE USED IN MORTAR. 4. CONSTRUCTION: THE FIRST COURSE OF ALL HOLLOW MASONRY SHALL BE LAID IN A FULL BED OF MORTAR. ALL UNITS SHALL BE LAID WITH FULL FACE SHELL MORTAR BEDS. ALL HEAD AND END JOINTS SHALL BE FILLED SOLIDLY WITH MORTAR FORA DISTANCE IN FROM THE FACE OF THE UNIT OR WALL, NOT LE55 THAT THE THICKNESS OF THE LONGITUDINAL FACE SHELLS_ MORTAR JOINTS SHALL BE MAINTAINED AT 3/5" THICKNESS FOR BOTH THE HORIZONTAL AND VERTICAL JOINTS, UNLESS NOTED OTHERWISE. 5. PROVIDE MASONRY HORIZONTAL REINFORCING AT 16" REINFORCING, O.C. IN ALL MASONRY WALLS. WALLS LAID UP IN STACK BOND SHALL HAVE "TRUSS" TYPE REINFORCING AT 16" O.C. EXCEPT THE TOP 3 COURSES SHALL BE 8" O.C. WALLS LAID UP IN RUNNING BOND MAY HAVE "LADDER" TYPE REINFORCING. PROVIDE A MINIMUM 6" LAP AT SPLICES. PROVIDE SPECIAL PREFABRICATED TEES AND CORNER UNITS AT INTERSECTING WALLS FOR WALLS LAID UP IN STACK BOND. SEE PLANS FOR VARIATIONS. 5A. CONCRETE SLUMP FOR ALL CAST IN PLACE SHALL BE 8" - II". 6. CONTACT LAP SPLICES FOR VERTICAL REINFORCING (UNLESS NOTED OTHERWISEk COMPRESSION SPLICES: 30 DIAMETERS TENSION SPLICES: 48 DIAMETER FOR 03, 4 04 30" FOR St 36" FOR %' 45" FOR 01 4 50" FOR •8 REINFORCING BARS SHALL BE ACCURATELY POSITIONED ACCORDING TO THE DRAWINGS AND SHALL BE SECURED TO PREVENT DISPLACEMENT DURING GROUTING. 1. GROUT FOR BOND BEAMS, PILASTERS, AND CORE FILL SHALL HAVE A MINIMUM r'c - 3000 1051 a 26 DAYS AND SHALL BE IN ACCORDANCE WITH ASTM C-416 AND A MAXIMUM SIZE OF AGGREGATE OF 3/811. CALCIUM CHLORIDE SHALL NOT BE USED IN GROUT. 8. GROUTING OF WALLS SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS: A_ PLACE GROUT IN MAXIMUM 4'-0" LIFTS AND CONSOLIDATE, ALLOW GROUT TO SET FOR MINIMUM OF 15 MINUTES BETWEEN EACH SUCCEEDING 4'-0" LIFT (UNLESS NOTED OTHERWISE). 5. PLACE GROUT IN MAXIMUM 8'-0" LIFTS AND CONSOLIDATE. ALLOW GROUT TO SET FOR MINIMUM OF 24-HOUR5 BETWEEN EACH SUCCEEDING 8'-0" LIFT. PROVIDE CLEANOUT5 AT BOTTOM OF CORES TO BE FILLED ( NOTED OTHERWISE). CONCRETE SLUMP FOR ALL CAST IN PLACE SHALL BE 6" - II". S. ALL MASONRY SHALL BE LAID UP IN RUNNING BOND, UNLESS STIPULATED OTHERWISE BY THE ENGINEER 10. PROVIDE 8" OF BEARING EACH END FOR BLOCK LINTELS, TYPICAL UNLESS NOTED OTHERWISE. FILL BLOCK CORES SOLID FOR 2 COURSES BELOW BEARING, UNLESS OTHERWISE NOTED. NOTE DOOR DIM. ARE NOMINAL. 11. PRECAST CONCRETE LINTELS SHALL BE PROVIDED IN ALL MASONRY OPENINGS AS REQ'D . WHERE NO MASONRY EXISTS FOR LINTEL BEARING, PROVIDE DOWELS FROM COLUMN AND POUR IN PLACE, SHELF ANGLES MAY BE USED IN LIEU OF CAST CONCRETE (4"x4"x3/8" W/2 - 3/4" 0 ANCHOR BOLTS.) 12. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES", ACI 531, LATEST EDITION. FRAMING: I. "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENTINGS", LATEST EDITION, SHALL GOVERN THE DESIGN AND INSTALLATION OF ALL DIMENSION LUMBER 2. ALL LUMBER SHALL BE HEMFIR OR EQUAL. JOISTS AND HEADERS SHALL BE 02 OR BETTER STUDS SHALL BE STUD GRADE OR BETTER 3, ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS. / ANCHOR NUT 1111 BEAM DETAIL S-J O(+A T U-1 /111-11 011 �.r��#lill I. WORK SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE, ACI 315, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"AND ACI 315, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". 2. THE MIX DESIGN SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: COMPRESSIVE STRENGTH; 4000 P51 (U.ON.) SLUMP: 4 + 1 AIR CONTENT: 5 +/- I% WATER/CEMENT RATIO: 0,45 MAX. COARSE AGGREGATE : 3/8" TO 3/4" ALL POUR -IN -PLACE STRUCT. CONCRETE : 4000 PSI (U.ON.) NO WATER SHALL BE ADDED TO THE MIX AFTER INITIAL BATCHING, UNLESS THE SLUMP OF THE CONCRETE WHEN DELIVERED 15 LESS THAT SPECIFIED. IN SUCH CIRCUMSTANCES, WATER MAY BE ADDED ONLY WITH THE APPROVAL OF THE CONSULTANT AND ONLY TO THE EXTENT REQUIRED TO REACH SPECIFIED SLUMP LIMITS. WATER SHALL BE INTRODUCED UNDER PRESSURE AND THE DRUM SHALL BE TURNED AT MIXING SPEED AN ADDITIONAL 30 REVOLUTIONS MINIMUM TO INSURE UNIFORMITY OF MIX. 3. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING STEEL FOR THE POUR IS IN ITS PROPER LOCATION AND THE OWNER'S REPRESENTATIVE'S PERMISSION HAS BEEN GIVEN FOR THE POUR. REINFORCING MESH SHALL BE WELDED WIRE FABRIC AS SPECIFIED ON THE DRAWINGS, EXERCISE CARE IN PLACING CONCRETE OVER WATERPROOF MEMBRANES TO AVOID DAMAGING THE MEMBRANE. REPORT DAMAGE IMMEDIATELY, AND DO NOT PROCEED UNTIL THE DAMAGE IS REPAIRED. PRACTICE FOR MEASURING, MIXING AND TRANSPORTING AND PLACING CONCRETE". PLACE CONCRETE AS CONTINUOUSLY AS POSSIBLE UNTIL POUR 15 COMPLETE SO TWAT NO CONCRETE IS PLACED AGAINST CONCRETE THAT HAS ATTAINED ITS INITIAL SET, EXCEPT AT AUTHORIZED JOINTS, 5. PLACE CONCRETE AS NEAR AS POSSIBLE TO ITS FINAL POSITION, PREVENT SEGREGATION. USE CHUTES OR TREMIES AS NECESSARY. THE MAXIMUM FREE DROP SHALL BE 5-FEET. COMPACT DURING PLACING WITH INTERNAL VIBRATORS (800 VPM MINIMUM). WORK AROUND REINFORCEMENT, EMBEDDED FIXTURES, AND INTO FORM COMERS. DO NOT OVER -VIBRATE, AND DO NOT USE VIBRATORS TO TRANSPORT CONCRETE WITHIN THE FORMS. 6. CONCRETE CURING: FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING AND EXCESSIVELY HOT TEMPERATURES, AND SHALL BE MAINTAINED WITH A MINIMAL MOISTURE L055 AT RELATIVELY CONSTANT TEMPERATURE ABOVE 10 DEGREES F. FOR THE FIRST THREE DAYS AND ABOVE 55 DEGREES R FOR AT LEAST THE NEXT 4 DAYS, UNFORMED SURFACES MAY BE CURED USING A 51LICATE BASE, CURING COMPOUND OR BY COVERING WITH WATERPROOF PAPER OR POLYETHYLENE FILM. APPLY POLYETHYLENE FILM AS SOON AS FINISHING OPERATIONS ARE COMPLETE AND THE CONCRETE IS SUFFICIENTLY HARD TO BE UNDAMAGED BY THE COVERING. SPRINKLE CONCRETE AS NECESSARY DURING APPLICATION OF COVERING. LAP EDGES AND ENDS AT LEAST 4-INCHES, AND SEAL LAPS. WEIGHT DOWN COVERING TO PREVENT DISPLACEMENT. PATCH HOLES AND TEARS THAT OCCUR DURING THE CURING PERIOD. APPLY CURING COMPOUNDS STRICTLY ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS USING LOW PRESSURE SPRAY EQUIPMENT. APPLY CURING COMPOUND AS SOON AS FINISHING OPERATIONS ARE COMPLETE AND FREE WATER ON SURFACE HAS DISAPPEARED, AND NO WATER SHEEN CAN BE SEEN. APPLY 2 COATS AT RIGHT ANGLES TO EACH OTHER WHERE NECESSARY TO ACHIEVE PROPER COVERAGE. 0 1/2" 1/2" 6"x6"xl/2" STEEL BASE PLATE. I" NON -SHRINK - GROUT ✓ NEW 42"x42"xl8" l CONCRETE FOOTING DOWELED INTO EXISTING CONCRETE FOOTING TYP. A 4"x4"xl/2" STEEL 11 1/2" m X6" HILTI ANCHOR BOLTS j `ANCHOR NUT EXISTING 10X16 CONCRETE FOOTING STEEL COLUMN TYP. DETAIL SCALE=1/2"=1'-0° Scnti�igo E o_livar I.E. FL Llcense #53326 1 4-1 5- 1 6tL Street # 1 Mi-cm.- Beccr. FL. -3:139 san6ago331 39©yahoo.cc>m Copyright: These 'ideas, _plans,. and desrgns r-aynot be- -' reproduced or cvoied in any form without the express written consent of the engineer. �uwnuu�� * o. 3326 O : S E OAF :; 4 0 R P fX`` SEAL PROJECT: DATE: 04-17-2019 FILE DRAWN BY: F.MARQUEZ APPROVED BY: SB CHECKED BY: REV. DESCRIPTION DATE /1 BLI)QCOMM. 06-20-2019 SCALE: AS NOTED S-3 I.e NOTE) 2. ALL UNITS HAVE F.BERGLA5S DLCTWORK AND SHALL BE 1.5'THICK (R-6), UV_E65 NOTED OTHERWISE. COMMOM AREAS HVAC DUCTWORK SHALL BE 22 GAGE, GALVANIZED METAL WITH R-6 INSULATION. ALL DR -ER EXHAUST AND BATHROOM EXHAUST DUCTS SHALL BE 24 GA. GALV. METAL WITHOUT INSULATION. PROVIDE GNDERCUT =OR M/A TO ALL RESTROOMS. 3, DUCT LJO✓RK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH '1ANU=ACTURER6 SPECIFICATIONS 4 ACCORDING TO ASHRAE 4 SMACNA STANDARDS 4. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS LIDT9 x HEIGHT. DUCT SYSTEM SHALL COMPLY WITH NPPA STD. NO. 90A AND/OR 90B. DUC-WORK AND MATERIALS SHALL BE CLASS I MATERIALS IN ACCORDANCE WITH U.L. I81 TESTS. 5, COORDINATE LOCAT ONS, SIZES 4 OPENINGS W/OTHER TRADES ON THE JOB. AIC CONTRACTOR SHALL PROVIDE TILE CO-FLETE DJCT SYSTEM W/TURNING VANES AT ALL E-BOWS. SPUTTERS AND DAMPERS AS REO,IRED, A%C CONTRACTOR 5HALL USE THE BEST PRACTICES OF THE TRADE IN THE FABRICATION AND IN5-4LLATION OF THE SYSTEM. o. ALL SUPPLY AIR DIFFUSERS 5HALL BE NEW, AND 6HA-L BE LOCATED AND BALANCED IN ORDER THAT THEY DELIVER THE REOUIRED CFM TO -HE ENTIRE ROOM EVENLY 4 DRAFT FREE TO MA'INT41N THE FOLLOWING DESIGN CONDITIONS: INSIDE OUTSIDE RELA-IVE HUMIDITY COOL NG - I& DB 90 DB - 79 U15 50 e TO 005' HEATING - 12 DB 45 - DB 7. ALL TE`1, CONTROLS TO BE WALL MOUNTED T'STATS. MOUNT T'STAT6 AT 5'-0" A F WHERE SHOWN ON PLAN. 8. ALL NEW DIFFISURES TO BE ALUMINUM CONSTRUCTION. DIFFU5ER5 SHALL HAVE HIDDEN OPPOSED BLADE DAMPERS. PROVIDE GASKETS ON ALL GRILLES 4 DIFFUSERS. 5. ALL CONDENSER WATER PIPING (SUCTION) SHALL BE INSULATED WITH MINIMUM a14" THICK ARMAFLEX INSULATION. 10- ALL FLEXIBLE S/A DUC-5 S-aALL BE FULL CIRCLE INTO CANS. II. FELD VERIFY/COORDINATE EXACT ROUTING OF ALL CONDENSER WATER PIPING FOR EACH HVAC SYSTEM. ALL CONDENSER WATER PIPING SBA__ BE TESTED AND PROVED TIGHT AFTER COMPLETE IN5TALLA_ION AS PER F.B.C. MECHANICAL, SECTION 1108, 12. VERIFY / COORD. LOCATIONS 0-- ALL ROOF h'IOJNTED A/G UNITS AND MAINTAIN ALL REQUIRED SERVICE CLEARANCES FOR EACH UNIT PER THE MANUFACTURER'S REQUIREMENTS. 13, ALL THERMOSTATS ARE TO BE PROGRAMMABLE, E-CONTROL -"PE SUITABLE FOR INTEGRATION INTO A BUILDING MANAGEMENT. CONTROL SYSTEM CONTRACTOR IS TO SUBMIT SPECS SHEETS FOR REVIEW AND APPROVAL. 14. PPE INSULATION INSTALLED SHALL CONFORM -O THE REQUIREMENTS OF FBC !204.1, SHALL BE TESIED IN ACCORDANCE WITH A5TM E 84 AND 5HALL HAVE A MAXIMUM FLAME SPREAD INDEX OF 25 AND A SMOKE -DEVELOPED INDEX NOT EXCEEDING 450. INSULATION INSTALLED IN AN AIR PLENUM SHALL CO'lPLY WI-H FBC 602.2.1. 1 1/2" X 26 GA. GALV. STEEL HANGER STRAP (5' O.C.) AIR DUCT (SEE PLAN VIEW) LOW FRICTION LOSS BRANCH TAKE -OFF FITTING METAL ROUND FITTING QUADRANT OPERATOR TO BE OUTSIDE INSULATION PROVIDE INSULATION GUARD WHERE NECESSARY SEAL JOINT W/ DUCT SEALER AND TAPE AIR nFLOW V INSULATE TOP OF DIFFUSER. DIFFUSER W/ OPPOSED BLADE DAMPER ADAPTOR ROUND TO SQUARE IF REQUIRED 6' MAX. SUPPORT FROM UNDERSIDE OF STRUCTURE. INSULATED FLEX. DUCT BAND OF SAME SIZE AS HANGER STRAP SEAL JOINT WITH DUCT SEALER AND TAPE FLEXIBLE DUCT CONNECTION DETAIL N.T.S. 6X6,GRILLE JOIST BATHROOM EXHAJST DETAIL N.T.S. ��G44NfCAL 5CCF OF JJCFR� I. EXI5TING AIR CONDITIONINC3 5''STEM TO �= AIM, AIR DIFFUS7:R5 AND DUCTING TO SE REPLACED IN AREA A5 Nei IC.A'ED. 2. EXISTING UNIT AND MA'N DLC- TO REMAIN IN. 3. MASTER E3A1-H TO INSTALL NEW EXHAUST FANS, SEE DETA1_ FOR 5PECIFICA7ION5. 4. CONNECT N-JJ HOOD TO 4" GALV, DUCT AND VENT THRU ROOF. 1�MECHANICAL FLOOR PLAN SCALE: 1/4" = 1'-0" AIR DEVICE SCHEDULE MANUF./CAT NO, TYPE NECK FRAME FINISH PRICE - LBPHI5A/1000 LBG SEE PLANS SEE PLANS BAK. WHT, ENAMEL 8'W X 8"H ADJUSTABLE AIR SUPPLY DIFFUSER - SGD SEE PLANS SEE PLANS BAK. WHT. ENAMEL HVAC CIELING - GRILLE REGISTER - - HIGH AIRFLOW DEVICE TYPE LEGEND LBG = LINEAR BAR GRILLE DIFFUSER SOD = STANDAR GRILLE DIFFUSER NOTES, 1. PROVIDE CEILING DEVICES WITH PROPER FRAME STYLE TO MATCH CEILING OR WALL TYPE AS CALLED FOR BY ARCHITECT, 2. DEVICES SHALL BE PROVIDED WITH FACTORY FINISH. 3. AIR DEVICES SHALL BE 4-WAY THROW UNLESS NOTED OTHERWISE OR SHOWN ON PLANS WITH ➢IRECTIONAL ARROW(S), 4, IF NECESSARY, PROVIDE TOP HAT FOR GRILLES AND DIFFUSERS, 5, PROVIDE EQUALIZING GRID (TITUS MODEL EGJ FOR DIFFUSERS TAPPED. DIRECTLY FROM BOTTOM OF DUCT, PROVIDE OPPOSED BLADE DAMPER (TITUS MODEL D-57) 6. WHERE 3-WAY THROW IS NOTED, INSTALL BAFFLES IN THE NECK OF DIFFUSERS, 7, PROVIDE OPPOSED BLADE DAMPER FOR REGISTERS. BATH. EXH. FAN SPECS EF-1; 'NUTONE' MODEL QTXEN080, 80 CFM AIR DELIVERY @ 1/10' SP, 115 VOLTS, 60 Hz, 0.4 AMP. CEILING MOUNTED W/BD.D. BUILT-IN. EF-1l NEW BATHROOM EXHAUST FAN & GRILLE @ CEILING, W/ BUILT-IN BACKDRAFT DAMPER. NUTONE I MECHANICL APPROVED! MDATE7-lL(l Santiago 3olivcr P.E. FL License #53326-, 1415 1 6th Street -#1 Miami Gear, FL, 3.3139� (786)`71 — 9603 , sontiaao351,59@vaneo.rom I /A 1B FOPR RPS 4i /n SP "emt$ i 4 Inch Remodel Housing - LED TP24 Connector - IC Rated AMWa vii homwl n CORN t vw CAiRIi 24c owrpiSiht so" "dv UL mm wimg« 20 Witt CNBa{.emut-- 43711K Nrof.e""T id lMt 1251n. -- 4"MI" a TP24 LED OWWW or VIIIIII 120V .., Is sail 20*4 1CRited 0g1W R{n14)" Ordering Informetlon enwee POW am U04N ( Uft 01109491941M 9sw(l9.rxoh 97A4/L9D � IP�rQanrlUF s p(wtMIeSdons ! Werrenty t'Wq�NonON4tl11S1e ullhu0. ri71w a4cOm�Onp lC wOa tgww Mry 1'Mar Diraemlw� 1wOil Jillammrgdee 40K ProOOit MHght 9S,n 7quiingowhs SAW I Peq®uit VltOth: 4XI0. i40diii Dipiil: lum OO. Lisi: 4010. ------...._ ___ _ ___ i Ai ^ir COUNTER r0 6E MORE THAN II PROTECTED RECEPTACLE. :;EPTACLE UNDER SINK. n ixNCES ON DEDICATED CKTS. Z ELECTRICAL 5CCF CF UJC I. ALL EXISTING SWITCHES, RECEPTACLES TO REMAIN AND ALL NEW SLUITCHES AND RECEPTACLES SHALL BE CONNECTED TO EXISTING ELECTRIC PANEL. 2. "E" ON EACH ELECTRIC FIXTURE MEANS EXISTING TO REMAIN, OTHERWISE WILL BE NEW 3. ADD NEW SMOKE DETECTORS WITH IO-YEAR LITHIUM BATTERY A5 SHOWN. ELECTRICAL FLOOR PLAN SCALE: 1/4" = F-O" Mr1 ,1nlan' ALONG COUNTER TO BE MORE THAN FFF, FRf4 r;,El PROTECTED RECEPTACLE. p;,t ivr h RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CKTS. NO POINT ALONG COUNTER TO BE MORE THA �L r<; Q 2 FEET FROM G.F.I PROTECTED RECEPTACL . PUT D/W RECEPTACLE UNDER SINK. ALL FIXED APPLIANCES ON DEDICATED CKTS. ELECTP,ICAL REV =-W 2 yt s✓ I$ APPROVED __DATE ELECTRICAL SYMBOLS ® EXHAU5T VENT SINGLE POLE SWITCH GFI DUPLEX WALL OUTLET 01,- WATERPROOF DUPLEX WALL OUTLET 3-WAY 5WITGH 0 DUPLEX WALL OUTLET c DIMMER SWITCH ,i. 1 51NGLE POLE DEDICATED UNDER GA5INE7 OUTLET Lp DISCONNECT ,h W 51NGLE POLE DEDICATED WALL OUTLET ELECTRICAL PANEL WALL MOUNTED LIGHT FIXTURE sv- SMOKE DETECTOR W/ 10-YEAR LITHIUM BATTERY CEILING MOUNTED LIGHT FIXTURE RECE55ED LIGHT FIXTUREyh VAPOR PROOF RECE55ED LIGHT FIXTURE ® 220/2.40 ® EXHAU5T VENT COMBINATION WITH LIGHT FIXTURE e U01 esignbTuij ARCH. INC. revisions: s Se; i`ago`•t3-1lva `r�.RoE. FL L;r:ens_e �_5332r9••• 1415 1 6t1-r Screet- j 1, M£arni- Beach FL. 33;5139 L(7SB)571 `°• 96-03 sdnt� 33Pyah0o.coRn Copyright: These ideas, plans and designs may not be reproduced or copied in any form without the express written consent of the engineer. T 11111Il11////6 F '��'•��.�F:: � 0 R ID P' `O;,,SS10NA -lE�i '110111111❑ SEAL W U Q o W M Ct �Ol 00 1� V1 u�u PROJECT: DATE: 04-17-2019 FILE: DRAWN BY: F.MARQUEZ APPROVED BY: SIB CHECKED BY: REV. DESCRIPTION DATE BLDG.COMM. 06-20-2019 SCALE: AS NOTED ELECfi ICAL GENERAL NOTES: I. GENERAL: A. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION AND WITH, THE REQUIREMENTS OF THE UTILITY COMPANIES WHOSE SERVICES SHALL BE USED. ALL MODIFICATIONS REQUIRED BY THESE CODES SHALL BE MADE BY THI5 CONTRACTOR WITHOUT ADDITIONAL CHARGE. B. DRAWINGS: REFER TO ALL DRAWINGS FOR COORDINATION OF THE ELECTRICAL WORK. C. ARRANGE AND PAY FOR ALL PERMITS, LICENSES, INSPECTIONS AND TESTS. OBTAIN THE REQUIRED CERTIFICATES AND PRESENT TO OWNER D. GUARANTEE: THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST DEFECTIVE MATERIALS ANDfOR IMPROPER WORKMANSHIP FOR MINIMUM OF ONE YEAR FOR MATERIAL AND LABOR 2. CONTRACTOR 15 DIRECTED TO REVIEW THE BUILDING PLANS AND SPECIFICATIONS FOR LIMITATIONS OF CONSTRUCTIONS, IDENTIFICATIONS OF MATERIALS AND PRODUCTS, DEFINITION OF WORKMANSHIP. THIS CONTRACTOR SHALL INCLUDE HI5 BID PROPOSAL ALL COSTS NECESSARY FOR A COMPLETE AND OPERATIONAL INSTALLATION AND SHALL VISIT THE JOB SITE PRIOR TO A BID DATE. 3. CONTRACTOR NEEDS TO ESTABLISH A FIELD LIA50N WITH PROJECT SUPERVISOR, PRIOR TO COMMENCING WORK 4. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR DURATION OF THE WOFK. 5. IT SHALL NOT BE THE INTENT OF THESE PLANS AND/OR 5PECRCA- TION5 TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE ELECTRICAL CONTRACTOR SHALL BE EXPECTED TO FURNISH AND INSTAL_ ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER 6. ELECTRICAL CONTRACTOR SHALL NOT SCALE DRAWINGS. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EQUIPMENT UNLESS OTHERWISE NOTED. 1. ALL CONDUIT RUNS ARE SHOWN DIAGRAMMACTIGALLY, EXACT ROUTING SHALL BE DETERMINED IN THE FIELD, UNLESS OTHERWISE NOTED. S. ELECTRICAL CONTRACTOR SHALL V151T THE JOB SITE AND VERIFY ALL CONDITIONS, LOCATIONS, DIMENSIONS AND COUNTS AS SHOWN AND/OR NOTED ON THE DRAWINGS. THIS SHALL INCLUDE ANY AND ALL FABRICATIONS PRIOR TO INSTALLATIONS. S. AS A MINIMUM, ALL EQUIPMENT SHALL MEET APPLICABLE STANDARDS, FOR THE TYPE OF EQUIPP'IENT AND INTENDED USE, OF THE FOLLOWING: A. AMERICAN NATIONAL STANDARDS INSTITUTE (ASTM). B. ILLUMINATING ENGINEERS 50CIETY (IES). C. AMERICAN 50CIETY FOR TESTING AND MATERIALS (ASTM) D. NATIONAL ELECTRICAL MANUFACTURER'5 ASSOCIATION (NEMA). NOTE: THESE STANDARDS ARE SUBORDINATE TO CODES, AND STANDARDS SET BY UL. 10. ALL ELECTRICAL EQUIPMENT, DEVICES, WIRE, ECT. SHALL BE LISTED, FOR THE INTENDED USE, WITH UNDERWRITER LABORATORIES, INC, (UL, WHERE STANDARDS HAVE BEEN ESTABL15HED BY UL. II. AS -BUILT DRAWINGS SHALL BE FURNISHED TO THE OWNER UPON COMPLETION OF WORK. 12, WIRING DEVICES TO BE SPEC, GRADE. 13. WHERE MORE THAN ONE DEVICES IS INDICATED AT ANY LOCATION, THESE SHALL BE GANGED UNDER ONE COMMON COVER PLATE. 14. CONTRACTOR SHALL COORDINATE WITH ELECTRIC AND TELEPHONE UTILITY FOR SERVICE ENTRANCE LOCATION AND ANY OTHER REQUIRE- MENT5. 15. ALL CONNECTIONS TO GROUND RODS SHALL BE MADE WITH UL APPROVED WELDED CONNECTIONS, UNLESS NOTED OTHERWISE. 16. PROVIDE A FUSE HOLDER AND FUSE IN THE PRIMARY SIDE OF EACH UNGROUNDED CONDUCTOR FOR ALL BALLASTS. 11. UNLESS NOTED AS EXISTING, ALL EQUIPMENT, WIRING, DEVICES, ETC. SHALL BE NEW, 15. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMAN5HIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF ACCEPTANCE, UNLE55 INDICATED OF SPECIFIED OTHERWISE- 15. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 20. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FOR USE OF ALL TRADES AS REQUIRED FOR CONSTRUCTION. 21. TEMPORARY WIRING TO BE REMOVED BY CONTRACTOR. 22. ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS, EXACT LOCATION AND TYPE OR OUTLET FOR ALL ELECTRICAL FIXTURES, APPLIANCES AND EQUIPMENT. 23. SHOP DRAWINGS: COORDINATE REQUIREMENTS WITH ARCHITECT. 24, ALL WIRING TO HAVE 600 VOLT INSULATION, TYPE TW, THW, THWN, FOR BRANCH CIRCUITS AND TYPE THW, THN FOR MAIN FEEDERS OR A55PECIFIED. 25, DESIGN 15 BASED ON COPPER CONDUCTOR. WIRE 51ZF ° 10 AND SMALLER TYPE "TW''WIRE 51ZE $5 AND LARGER TYPE "THW" OR AS SPECIFIED. 26. WIRE WAYS SHALL BE SIZED AS REQUIRED; PER NEC, UNLE55 OTHERWISE NOTED. 21. ALL FEEDER, 5UBFEEDER AND BRANCH CIRCUITS SHALL BE PROPERLY PHASE BALANCED, 25, ALL CONDUCTORS SHALL BE IN CONDUITS. ALL CONDUITS SHALL BE INTERMEDIATE (IMC) OR RIGID GALVANIZED STEEL (RG5) EXCEPT THAT: (A) POLY VINYL CHLORIDE (PVC) CONDUITS MAY USED IN CONCRETE SLABS AT UNDERGROUND PROVIDED ELBOWS AND R15ER ARE RGSt (B) ELECTRICAL METALLIC TUBING (EMT) MAY BE USED IN OR ON WALLS OR CEILINGS WHERE NOT SUBJECT TO MECHANICAL DAMAGE, DAMP CONDITIONS OR CORROSIVE CONDITIONS! (G) L'QUID TIGHT FLEXIBLE CONDUITS WHERE REQUIRED'- (D) FLEXIBLE METALLIC CONDUIT WHERE REQUIRED IN DRY LOCATIONS. ALL CONDUIT HAZARDOUS AREAS (PER NEC) SHALL MEET THE REQUIREMENTS OF NEC CHAPTER 29. APPLY BITUMA5TIC COATING TO ALL METALLIC CONDUITS IN SLABS OR UNDERGROUND. 30. ELECTRICAL CONTRACTOR SHALL VERIFY CIRCUIT PROTECTIVE DEVICE RATING FOR EQUIPMENT PRIOR TO CONSTRUCTION. 31. PROVIDE FUSE RECOMMENDED BY EQUIPMENT MANUFACTURER 32. FURNISH AND INSTALL DISCONNECT SWITCHES AND WIRING FOR AIR CONDITIONING SYSTEMS AS PER MANUFACTURER RECOMMENDATIONS. CONTROLS ARE TO BE SUPP'_IED BY AIR CONDITIONING CONTRACTOR. 33. INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITION 5Y3TEMS AS 5HOWN/NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWING5/IN5TRUC- TIONS SEE A/C DRAWINGS. 34. ELECTRICAL CONTRACTOR TO RUN CONTROL WIRES FOR HVAC SYSTEM AS PER HVAC DRAWINGS. 35.. NO CONDUITS TO BE RUN IN DUCTWORK. 36. ALL ELECTRICAL WIRING MUST BE IN CONDUIT (NO ROMEX, BX, ETC. 15 PERMITTED UNLE55 SPECIFIC PERMISSION 15 OBTAINED FROM OWNER, ENGINEERING OR LOCAL INSPECTOR). ELECTRICAL SUB -PANEL "B" (NEW PH1 120 / 240 PANEL BOARD MLO TOTAL AMPS : 125 DESCRIPTION WIRE SIZE COND, SIZE EST. LOAD CIRCUI T BRKR/ POLE CT # CT # CIRCUIT BRKR/ POLE EST. LOAD COND. SIZE WIRE SIZE DESCRIPTION OVEN #8 2,500 40/2 3 4 60/2 11,500 96 TESLA CHARGER 5 6 7 8 9 10 11 12 SUBTOTAL 2,500 119 SUBTOTAL 11,500 TOTAL ESTIMATED LOAD 2,500 + 11,500 = 14,000 TOTAL 14,000 ATTS /240 VOLT 58 33 AMPS t 4v � ELECTRICAL PANEL "A" (EXISTING PH 120/240 PANEL BOARD MLO TOTAL AMPS : 200 DESCRIPTION WIRE SIZE COND. SIZE EST. LOAD CIRCUI T BRKR/ POLE CT # CT # CIRCUIT BRLE POLE EST. LOAD COND. SIZE WIRE SIZE DESCRIPTION HOOD #12 1,500 20/1 1 2 60/2 10,000 #6 A/C AHU - A/C CU DRYER #10 4,000 30/2 11 2B #12 1 1,000 20/1 36 4B WATER HEATER #12 4,000 6012 5 6 20/1 1,500 #12 GARAGE DOOR, RECEPT. 5B 6B 15/1 1,000 #12 REC.LTS. BED1, MASTER B 7 8 40/1 2,500 #8 OVEN 7B 8B WASHER #8 1,500 20/1 9 10 COOKTOP #8 1,500 50/2 9B 10B 11 1 12 20/1 1 1,000 1 #12 LIV.RECP.CLO.LTS.B2 LT.R KIT.GFI&LTS.-LIV RECIRS H #12 1,500 3011 11B 12B 20/1 1 1,500 1 #12 ICOR. bath, MTRLT.GFI.BATH 1 FOYER, OUTDOOR LTS. #12 1,000 15/1 13 14 2011 1,000 1 #12 DINING LTS. & RECEPTACLE #12 1,000 2011 13B 14B 2011 1,000 1 #12 GARAGE, OUTDOOR LTS. #12 1 1,000 20/1 15 16 20/1 1,500 #12 REFRIGERATOR SPACE 15B 16B 20/1 1,500 #12 KITCHEN GFI. SUB -PANEL B #6 14,000 60/2 17 18 20/1 1,000 #12 MASTER RECEPTACLES 17BI 18B 20/1 1,000 #12 19 1201 1511 1,000 #12 LIV,LTS.REC.-OUTDOOR R. 19B 20B 1 2011 1,000 #12 IGARAGE RECEPTACLE. 7S'r ...,i.., 32,000 SUBTOTAL 26,500 SUBTOTAL TOTAL ESTIMATED LOAD 32,000 + 16,500 = 48,500 (LESS A/C OR HEAT) FIRST 10,000 WATTS @ 100% 1 10,000 REMAINING WATTS @ 40% 15,400 A/C OR HEAT @ 100% 10,000 TOTAL 35,400 ATTS 1240 VOLT = 147.50 AMPS T H TAMPER f ELECTRICAL PANEL SCHEDULE N.T.S. rr APPROVED_ PANEL "A„ ___ B ...__ 14, 3W 10' 3W 120/240V 120/240V 115 200 A. 125 A. FROM 2" UNDERGROUND 200 M.L.O. M L.O. SERVICE FROM F.PL.� A.LG. 10,000 (42 POLE)F7T A.I.G. 10,000 _., MCB - 200 A. 120/240V METER CAN NEW CT" METER TRANSFER 3W, Ip FEED SWITCH �. THROUGH FOR FUTURE _. METER SOCKET GENERATOR 2-3/0 THIN. C.U. GRD. IN I-1/2" CONE). INSTAL LEDACCORD INC, TO _ ---INTER-SYSTEM METALIC COLD \- --- � WATER PIPE l2I 5f8" x 8'-0" COPPER CLAD GROUND RODS DRIVEN o LEAST 6'-O" APART ELECTRICAL RISER DIAGRAM N.T.S. NOTE RECEPTACLES SHALL BE TAMPER RESISTENCE NOTE H CIRCUIT EXTENSIONS OR MODIFIG< COMPLY WIN 210.123 AND 406.41).4 TO FUI EQUIP revisions: V01A L SHOWER PAN WATERPROOF MATER!A_ TO EXTEND 12" UP SHOWER WALL SHCWER PAN MATERIAL TO BE CONT. 41ND LAID ON MUD5ET -- OVER DU -ROCK AND EXTEND,- CONTINUOUS ALONG SHOWIVI FLOOR TO DRAIN/ - OVER FLOOR — TEMP. 5AFET- GLA55 CATEGORY 11, SHOWER DOOR AND - ENCLOSURE. WATERPROOF SHOWER PAN MATERIAL TO EXTEND OVER II SHOWER DRAIN w/REMOVABLEI I STRAIN=R 3" 1;14, 1 TILE OVER TH N SET OVER &HO,LER PAN � WATERPROOF MEMBRANE MUD -SET BELOW SHOWER BAN —TO PROVIDE 1/4" SLOPE PER FOOT e)NOWER PAN DETAIL N.T.S. fL= -I') ING SCOPE OF UJCF� I. REMOVE ANO REPLACE EXI57INe F- XTURES AT `1ASTER �A=NROOM, TUB TO BE CONVERTER INTO A SNOWED. 2. KITCHEN SINK TO DE REMOVE AND REPLACE AT SAME LOCATION GARAGE L''' KITCHEN LIVING/DINING AREA ] PLUMBIN SCALE: 1/4" = 1'-0" G FLOOR PLAN 5ATt-1 e i fi LUMBIN3 NOTES I. ALL PLUMBING WORK SHALL BE PERFORMED 5. PROVDE FULL" ACCESSIBLE CLEANOUT5 ON LATE51 EDITION OF THE "FLORIDA BUILDING CODE", SANITARY AND ANY WASTE PIPING AT EVERY CHANGE CHAPTER IN ACCORDANCE WITH THE L6, LOCAL OF DIRECTION AND AT BOTTOM OF STACK° C_EAN OUT ORDINANCE AND IN COMPLIANCE WITH "FLORIDA LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE ENERGY EFFICIENC- CODE FOR BUILDING. ACCORD ,G. TO CODE. CONSTRUCTION. 9. VENT LINES 5-IALL EX -END 6" MIN. ABOVE ROOF 2, CONTRACTOR TO VERIFY AT SITE LOCATION THE AND FLASHED WTH LEAD OR CONNECTED TO EXISTING ELEVATION AND SIZE OF EXISTNG WATER AND SEWER VENT LINES. MAINS FOR CONNECTION OF NEW 5ERVCES BEFORE INSTALLATION OF ANY PIPING. 10, ALL FLOOR DR4IN5 SHALL HAVE TRAP PRIMERS TO PROTECT THE SEAL OF THE TRAP. 3. UNDERGROUND ME -AL PIPNC_ e-aL'_ BE PROTECTED WIT'-1 COAT OF BITUNINOU5 COMPOUND II. PROVIDE CONTROL VALVES TO ALL -AINS ('BITU5MATIC' OR EQUAL) BEFORE COVERING, ENTERING THE BI,ILD NG-. RISERS, BRANCHES, GROUPS OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT. 4, PROVIDE SHUT-OFF AND VACUJM BREAKER TO ALL HOSE BIBBS AND FAUCETS WITH HOSE -END 12,-ROVIDE AN-I-SC4'_DING VALVE AT HOT WATER CONNECTION. CONNECTION FOR ALL TUBS AND SHOWERS, 5. ALL FIXTURES SHALL BE PROTECTED AGAINST 13. THE FLOW VELOCITY OF THE WATER D5TRIBU-ION WATER HAMMER W.TH AIR CHAMBERS OR SHOCK SYSTEM SHALL BE CONTROLLED TO REDUCE THE ABSORBERS. POS50IL'ITY OF WATER HAMMER A WATEF-HAMMER ARRESTOR SHALL BE INSTALLED WHERE 6. P-UMIS NG=IXTURE6 SHALL BE 'AMERICAN OU CK-CLOSING VALVES ARE UTILIZED UNLE55 STANDARD" OR APPROVED EQUAL. ALL FIXTURE TRIM CTHERWIS= APPROVED. THE ARRESTOR SHALL BE SHALL BE CHROME PLATED. FIXTURES SHALL SHE LOCATED WITHIN AN EF=ECTlvk RAVC;E OF THE PROVIDED WITH SUPPORTS, HANGERS, ETC. QUICK -CLOSING VALVE. ACCESS 5-IALL BE PROVIDED TO THE WATER HAMMER ARRESTORS, 1. WASTE LINES SHALL SLOPE /V PER FOOT. UNLESS OTHERWISE NOTED. 14, ANTI -SCALD DEVICES TO BE N5T4LLED FOR EVERY TUB AND SHOWER. CLO. GLO. � BEDROOM I ter.. :. ��:: s• e Santicq^ Bol var P_B7 FL L�ca,se #53326 - 1415 � 1-6th S_ireet # 1 Miami teach - FL: 331"3 (78.hj5�1 — �E63 d.• g. scnt;ay,)331 39@ychoo.com Copyricrht These ;deas, plans W.: and descTris�may ,rot Le ®- reproduced or coplec _iay any form without the express written consent of the engineer, �U�nunn�/pi r� GO 80C/!%'' * 326 * _ STA .P�. F Svc • t q I'D G b S/ONAL SEAL PROJECT: DATE: 04-17-2019 FILE: DRAWN BY: F.MARQUEZ APPROVED BY: SB CHECKED BY: REV. DESCRIPTION DATE SCALE: AS NOTED P-1 decaig InSTDiO � 4 v�. e e s ♦u• ♦ ve • • a .••Yi• • e• •IiY1• • O e t9.OY6 • . • • a a 6 Y uua. • • a • s WASD NEW C Mj Revi Initial Dad VERIFICATION FORM Required ORD. LETTER 89-96 Required F DE by � A4, PLANT q s l;' G . pp A . d nY S7 daf';�'�� r: - tiiy b%✓-ti �S:i. WFINA7'faRF: i 0001496976 a revisions: SHOWER PAN WATERPROOF — MATERIA_ -0 EXTEND 12" UP N,T.s: t# , TEMP. SAFETY GLASS CATEGORY II. SHOWER DOOR AND ENCL05JRE. WATER=ROOF SHOWER PAN O O TCHEN ICJ • FL��l5 i G 072CO FE OF I. REMOVE AND RE`LACE EXISTING FIXTJRES AT MASTER BATHROOM, TUB 7C BE CONVERTER INTO A SHOWER" 2. KITCHEN SINK TO BE REMOVE AND REFLACE AT SAME LOCATION LIVING/DINING AREA Z PLUMBING FLOOR PLAN SCALE: 1/4" = 1'-0" PLUI IBING NOTES 1" ALL PL QMBING WORK 5HALL BE PERFORMED 8, PROVIDE FULLY ACCE551BLE CLEANOUTS ON LATEST FDIT ON OF THE "FLORIDA BUILDING CODE", SAN1IARY AND ANY WASTE PIPING A- EVERY CHANGE CHAPTER IN ACCORDANCE WI-H THE He, LOCAL OF DIRECTION AND AT BOTTOM OF STACKS CLEAN OUT ORDINANCE AND IN CO"FLIANCE WTH "FLORIDA _OCATION AND SIZES ON HORIZONTAL LINES SHALL BE ENERG`" E=FIC]ENC" CODE FOR BUILDING ACCORDING TO CODE" CONS -RUCTION. 9. VENT LINES 5HALL EXTEND 6" MIN. ABOVE ROOF 2. CON-RACTOR TO VERIFY AT SITE LOCATION THE AND FLASHED WITH LEAD OR CONNECTED TO EXISTING ELEvAT'ON AND SIZE OF EXISTING WATER AND SEWER VENT LINES, M4IN5 FOR CONNECTION OF NEW SERVICES BEFORE INSTALLATION OF ANY PIPING. 10, ALL FLOOR DRAINS SHALL HAVE TRAP PRU'ER5 TO PROTECT THE SEAL OF 1HE IRAP. 3. UNDERGROUND METAL PIPING 5HALL BE PROTECTED WITH COAT OF BITUMINOUS COMPOUND II. PROVIDE CONTROL VALVES TO ALL ".AINS (°5ITU5MATIC° OR EQUAL) BEFORE COVERING. ENTERING THE BUILD'NC,, RISERS, BRANCHES, GROUP5 OF FIXTURES, AND TO EACH PIECE OF EQUI="SENT,. 4" PROVIDE SHUT-OFF AND VACUUM BREAKER-0 ALL HOSE BIBBS AND FAUCETS WITH HOSE -END 12.-ROVIDE AN-1-5CA_DING VALVE AT HOT WA -ER CONNECTION. .CONNECTION FOR A__ TUBS AND SHOWERS. 5" ALL FIXTURES SHALL BE PROTECTED AGAINST '3. THE FLOJ, VELOCITY OF THE WATER DISTRIBUTION WATER HAMMER WITH AIR CHAMBER@ OR SHOG< SYSTEM SHALL BE CONTROLLED TO REDUCE THE ABSORBERS" '05515ILiTY OF WATER HAMMER. A WATER -HAMMER ARRESTOR SHALL BE INSTALLED WHERE 6. PLUMB NG FIXTURES SHALL BE 'AMER'. CAN QU CK-CL051NG VALVES ARE JTILiZED UNLESS STANDARD' OR A=PROVED EQUAL. ALL FIXTURE TRIM OTHERWISE APPROVED, THE ARRESTOR SHALL BE 5HALL BE CHROME PLATED RXTURES SHALL BE LOCATED WITHIN AN EFFECTIVE RANGE OF THE FROvIDED U,IT-I 5LPPORT5, HANGERS, ETC. QUICK -CLOSING VALVE. ACCESS 5HALL BE PROVIDED TO THE WATER HAMMER ARRESTORS, 1. WAS-E LINES SHALL SLOPE Ila" PER FOO-, UNLESS OTHERWISE NOTED. 14, AN -I -SCALD DEVICES TO BE INSTALLED FOR EVERY TUB AND SHOWER. CORRIDOR pL,UMBINr ^' Approver' D^ wove(, PLiJMIii*'� , w - AppT„ , Disapprov,-• : �a d e s i g nZEDO T U D ARCH. INC. Santiago Solivat P.E. FL Licerl_z.e #533 1415 16th Street ,..1 1 Miami Beach_ FL. 33139� (786)571_ — (_�,63j-- II sonti000331 �9@vchoo,com _^