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1290 NE 101 St (17), • • 'f;kf ' t4. Nrir, • ' t t . ' , ' ' • , - - • , • ' , r • • 1 C 1 . 1'1; • ' • - • " • • , • - . • • . 4 6' 01% t ,21 • , r • 4 , ; 4 ^, • e • -^"" • -; , , - (75, „ • ez • r t.' . gf; .t• FOR TIIE BENEFIT OF: II����IIII till! III�� 1111 LOCATION MAP Scale: 1" ='.`X)• (45 -81 2 CECILIA WEIDMANN Lot 1, Block i ( 42-401 El M N.E. 100th ST. I30' 'as i50. DO' LEGAL DESCRIPTION Tract "A ", GORDON TRACTS, according to the Plat thereof, as recorded in Plat Book 55, at Page 20, of the Public Records of Miami -Dade County, Florida. Property Address: 1290 NE 101 STREET MIAMI, FL. Flood Zone: " AE ", Community Panel No. 120652 - 0093 Base Flood Elevation: 9.00' Map Revised: March 2, 1994 MARIO PRATS JR. & ASSOCIATES, INC. SURVEYORS - MAPPERS - PLANNERS 300 S.W. 107th Avenue - Suite No. 214 • Miami, Florida 33174 Voice (305) 551 -6000 - Fax (305) 1 221 -1239 E- \fail : mprats@bellsouth.net Certificate of Authorization No.: 4249 The above BOUNDARY SURVEY represent the herein described property and ft 'was completed under my supervision and or dkecfon. to the best of my knowledge and belief and it also meets the Nrimun Tecricd Standard set forth by the Florida Board of Strveyas and Mappers. per want to Section e1g17- 9.003. Florida SlaMes and implemen'eg RJe. Rondo Adminishatfve Code EU RVEYOR.e NOTES: ) The obove captioned Property was surveyed and described based on the above Lelia Description furnished by Client. 2) This Cerltticarion is based on a Finished Title Commitment for Title insurance Lsx.e by LAWYER TITLE INSURANCE CORP. (there is not Commitment No.) and it reflects the Easement shown an the obove 'PLAN Of SURVEY'. 3) There may be oddliorsd Restrictions not shown an this survey that may be found n the Pubic Records of this County. Exorrinatfon of ABSTRACT Of TITLE wi have to be mode to determine recorded irah•.rnen's. if any affecting this property. 4) Ownership subject to OPINION Of TITLE 5) Type of Survey. BOUNDARY SURVEY. 6) Location and identification of Utitles and or odocent to the property were not served os such information was not requested. 7) Unless otherwise noted this Firm has not attempted to locate Footings and/or Four donors (underground). 8) This PLAN Of SURVEY, has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed ply. 9) If Beaings shown they ae based on: ELEVATIONS NOTES: Of REQUESTED AND SHOWN) 1) 0.0' indcates exisitng Elevations 2) Bevo8ons are referred to the National Geodetic Datum. 3) BENCH MARE( (Used) B.M. No. REVISIONS Locatim J.N.: L3115 Dew 0 / 15 / J.N.: Date: J.N.: Date: feet. THIS NOT AVALID CERTIFICATION WITHOUT THE SURVEYOR'S ORIGINAL 810NATURE ANO RAISED CM SOS8E0 BEAL PRESENT. 7.'N •awn Je-Jor •. • .dvJ.•C. N. • .orn E. •Ear • ' 5 •ion • ti Tip • is 'AV • •sb .S • 4a•,,• au •- nom. u- nnunol.e PQa • V.nnoronl a\eec.. `.b..•- ?C9 • •.'lmarle Pre • Punt O Z.-j -o PC . >..+d CVOrw R • Pox's d To percY KC • ?Dill of Is Avail C✓.arr• css • Carz.* s skc• Carr. • Carc.`• hA • • h..oi Cti • C. -r.a• • I.Ia -' '•d :( • Er.. • Erc•oacM•rt Co t.. Cord ■ C.A.O. File: T:019.Jovk -e� Original Date: 02/05/ 1 Field Data: O2 /O2 /1°)SO Original J. N.: THIS NOT A VALID CERTiFICAT}Ory WITHOUT THE SURVEYOR'S ORIGINAL SIGNATURE AND RASED EMBOSSED SEAL PRESENT, P L A N OF S U R V E Y s cale: 1 e. emATITIMr ri •f•. 14. 1' 14. 2' 13. 1' • It. 7' Conc. Area . 1 o. 23.55' • - • :o • 11.5' 33. 20' 38. 20' 2 - STORY - C. B. S. 1. 70' • Conc. Driveway 25. 00' Found Fle -Bari I No Cap _ -� 30.57' Mater Meter Wood Pole Wood Pole 1--- -1.3h— AVM: —~ Found 5/8' Iron Pipe-. No Cap BISCAYNE BAY $2, T. \ eockups \ Mario \ omipro \ doc\ sketdoub som Update on 5nnoo2 Tract' B' ( 55 -20) Lel • Found 5/8' Iron Pipe No Cap Found 5/8' • iron Ptpe , No Cap t a s cf> 16. 4' ,Found 5/8' Iron Ptipe No Cap .C.B. Wall (4' high) 5. 0' 2' 1a6' t f . I 30.95' �1 $ I 57. 50' N00' 09' 06'14 110. 00' C011,111 porter Hester 4. Lot 1, Block 184 -A (42 -40) 10. 52' 0 - C.B. Wall (3' high) - -- C.B. Mall (6' high) 21. 25' 0 - �r N00 06'14 i 45. 45' Found ' e- 90.00' 00' R- 25. 00'. A- 39.27' Found 5/8' Iron Pipe No Cap 17.1• 1' 2.5' 39.47' _ _ — tD a a DriII Hole"c -- Found 5/8'N Iron Pipe No Cap 1!i a Found 5/8', Iron Pipe No Cap 50' H 1111111, MARIO PRATS jR. & ASSOCIATES, INC. 11 SURVEYORS - MAPPERS - PLANNERS 300 S.W. 107th Avenue - Suite No. 214 Miami. Florida 33174 Voice (305) 551 -6000 - Fax (305) 221 -1239 C.A D. Fite. T: Og.i7io1'K -RR Original J.N.; Sheet 2 of 2 CAD. File: T: Dlj.Jork - ee_ Original Data: 02/05 /PP Field Dates 02/02/1 CYX) Original J.N.: 3g Xp LOCATION /LAP Scale: 1' = 1a0' — N. C. !Nit N. E. i00th ST. Lot 1, Block i (42-4o) 61.22' 30' 150. oc LEGAL DESCRIPTION Tract "A ", GORDON TRACTS, according to the Plat thereof, as recorded in Plat Book 55, at Page 20, of the Public Records of Miami -Dade County, Florida. Property Address: 1290 NE 101 STREET MIAMI, FL. Flood 'Lone: " AE ”, Community Panel No. 120652 - 0093 Base Flood Elevation: 9.00' Map Revised: March 2, 1994 FOR THE BENEFIT OF: SURVEYORS - MAPPERS - PLANNERS 300 S.W. 107th Avenue - Suite No. 214 - Miami, Florida 33174 Voice (305) 551 -6000 - Fax (305) 221 -1239 E -Mail mprats(2bellsouth.net Certificate of Authorization No.: 4249 The above BOUNDARY a URVEY ', represent the herein described property and A •was completed under my supervision and or drectlon. to Ile best of my knowledge and belief arid it also meets the Minimun Tecrical Standard set forth by the Florida Board of Surveyor! arid Moppets, persxnt to Section 61g17- 9. 003. Raid SlaMes and impterraning Pie. Fonda Adminislrative Code SURVEYOR'S NOTES: ) The obove captioned Property was surveyed and desated based on the above 1egd Description furnished by Clem. 2) This Certification is based on a Furnished Tfle Commitment fa Title insurance hs,e by LAWYER TITLE INSURANCE CORP. (there Is not Corrrnilment No.) and it reflects the Easement shown as the obove'PLAN Of SURVEY'. 3) The may be oddliasd Restrictions not shown on this surrey that may be found n the Pubic Records of this County. Examination of ABSTRACT OF Trill wit have to be made to determine recorded iatrinar.ts. it any affecting this property. a) Ownership subject to OPINION OF TITLE 5) Type of Survey. BOUNDARY SURVEY. 6) Location and Idenhitication of Mates and a ociocent to the property were not seared os such information was not requested. 7) Unless otherwise noted. this Firm hos not attempted to locate Footings and/or Fourdatioru (underground). e) Tlw PLAN OF SURVEY, hos been prepared for the exclusive use a the entities named hereon. The Certificate does not extend to any unnamed party. 9) : Bectintp shown they as locoed on: ELEVATIONS NOTES: (IF REQUESTED AND SHOWN) 1) 0.0' •dcates e.dstng Eievafons 2) Bevatlons are referred to the *Acrid Geodetic Datum. 3) BENCH MARK (Used) B.M. No. RE.1StONB lo•ca5on: J.N.: 1 . 5775 Date: ° J/ I 'a / J.N.: Date: J.N. : Date: J wrr sra1/45o0w.r...ie (7 CECILIA WEIDMANN MARIO PRATS JR. & ASSOCIATES, INC. Devotion. Feet. THIS NOT AVALID CERTIFICATION WITHOUT THE SURVEYOR'S ORIQINAL SIGNATURE AND RA)8C0 CM8088ED SEAL. PRESENT. IC • xa. • /.P • eo QE3 • Puy& . SM. n4•un •••Rrv%AnDN• Jg . hm•w•N a \su Uc.,r- PCP • Po,norle Coati Purr PCB • P..,.ti a snsro PC • wC PGC • Parr of Qs 4.0 Cw•.w CBS • Carr ebct 9nc+,• ca.<. • Cut 4.4 c S.A t • sd.-4. Crt • Co lair r.- Wt • Monrort Ercr • E.-cruxtr 4 Cot .• Cdc.tbd 25 , Cont. :•11.5': Conc. Driveway Water Meter Wood Pole Mood Pole Found 5/8' Iron Pipe-. No Cap BISCAYNE BAY - THIS NOT A VALID CERTIFICATION WITHOUT THE SURVEYOR'S ORIGINAL SIGNATURE AND RAISED EMBOSSED SEAL PRESENT. T. \ Bockups \ Mono \ omipro \ doc\ sketdoub.som Update on 5/2/2002 Tract' B' ( 55 -20) Found 5/8' Iron Pipe No Cap Found 5/8 • Iron Pipe No Cap- t.3 = 16. 4' O 5.1' Found 5/8' Iron Pipe No Cap C. B. Ma (4' high) 1 2 ° ,.. of 0wter Heats, 5.0' 2' Conc. Area 10. 6' 116' 13 . 1' .' It 3' 15. 7' Conc. Area . 30.95' 57. 50' P L A N OF ,S U R V E Y Scale:l •= 20 • f.. _14. 1_ _ s. 1.1. 2 'ro l 0 I C.B. Mall (3' high) ...• Lot 1, Block 184-A (42 -40) C.B. Mall (6' hIgh)1 NO0' 09' 06' N 110. 00' Col um 2x. 25' v ' 10. 52' 2 3.55' - . so t M 4.8 18. 00' N 33. 20' NO0' 09' 06' N i45. 45' 38. 20' 2 - STORY -C. B. S. tri ad a' N U t o CC z o ,; CO cc m 18. 00' o o I1 ▪ ` A•90' 00' 00' R- 25.00' • A-39. 21' Found 5/8' Iron Pipe No Cap 17. t' r 1. 70' rh N 4. 20' Found '''•\ Drill Hole c3-- Found 5/8' 1 Iron Pipe ; 1 No Cap ` 50' \ L1. -N-- E. 13th AVE.- II111, MARIO PRATS JR. & ASSOCIATES, INC. III1I{' SURV M AAN R 300 SWE Y . 107th R Aven - ue - S No. PE 214 RS Mia mi, P Flo N 33174 E S Voice (305) 551 -&003 - Fax (305) 221.1239 C File. T: On uJorK - RR Original J.N.; Sheet 2 of 2 ■ ■ L (E)MAID'S ROOM 23'- 4 (E)GARAGE FIN.FLR, EL. +0' -3" NGVD 20' -8' (E)UTILITY L EXIST FOUNDATION (TO BE VERIFI 15' -0" (R)KITCHEN FIN.FLR. EL. +8' -11" NGVD 14' -8" (E)LIVING ROOM 29' -8" FIN.FLR. EL. +8 1" NGVD C5 F -1 1' -6 4, - x 8 STARTER COL ' N REFER TO DETAIL 4' -4y" 3 EXIST. 12" DEEP CONC. JOI TS AT 2' -0" O.C. Zo 12" St1 CONC. PE)ESTAL 13' -0)/4" 1 WF2412 5' -6" EXIST. 'ND FRAMED STUD PARTITI BEARING 'WALL TO BE REMOVED EXIST. 3' SQ.x1-2" DEEP FOOTING - EXIST. 8" STEM WALL (E)DINING ROOM FIN.FLR. EL. +8' -11" NGVD EXIST. STL COLUMN (TO BE VERIFIED IN FIELD) EXIST. FOUNDATION (TO BE VEP,IFIE'E) 1 S -1 FIN.FLR, EL. +8' -11" NGVD 6' -O" 29' -0" 4" 'WIDE WD BEARING N 4'WD AT12 "O.C. n @ WF2412 EXTENT OF RENOVATED FLORIDA ROOM ca , nA EXIST. 'WD FRAMED PARTITIONS TO BE REMOVED CONTRACTOR TO EXPOSE ALL PARTITIONS TO -BE REMOVED TO PRIOR TO ANY QEMOU11ON FOR 1 ENGINEER TO VERIFY STRUCTURAL INTEGRITY. (R)M TER'BATIH 00 cn (R)WA K -IN CLOS l/ / / /IC EXIST. FOUNDATION UNDER EXIST. BEARING WALL (TO BE VERIFIED) SAWCUT EXIST. SLAB ON GRADE TO CONSTRUCT NEW FOUNDATIION EXTENSION PAD REFER TO DETAILS ON SHT S.3.1 14' -5y" EXIST. 12" DEEP CONC. JOISTS AT 2' -(0" 0. EXIST. STL COLUMN (TO BE VERIFIED IN FIELD) i J • A- 4 -4y" SCALE: 1/4 " =1' -0" PROP. WO FRAMED PARTITIONS (REFER TO ARCH. PLANS FOR LOCATIONS AND SIZES) II T 1, 1 r1 0 FL w 1 w 0 JL- 8" N 27' -0" FOU \ DATIO\ /cRou (R)MASTER BEDROOM STARTER COLUMN REFER TO DETAIL FIN.FLR. EL. +8' -11' _ NGVD EXIST. FOUNDATION (TO BE VERIFIED) 8" CMU WA[1L REINF. W/ #5 AT 3 " O.C. VERT. BARS & 8 GA LAD ER TYPE HORIZ. REINF. EVE Y 16" 0.C. i FLOO PLA\ co EXIST. CONC. FOOTING (TO BE VERIFIED IN FIELD) STA ZT I R COLU SCALE: 3/4'= DEV1OLITION NOTES: 1. PROPOSED INTERIOR NON - BEARING WALLS SHALL BE REMOVED AS PER ARCHITECTS DEMOLITION PLAN ON SHT A1.2. 2. EXIST. WOOD ROOF JOISTS SHALL BE SHORED PRIOR TO REMOVAL OF WOOD SUPPORTING BEAM AND COLUMN BELOW AS SHOWN ON THIS SHEET. 3. TWO ROWS OF WOOD SHORING POSTS W/ BEAMS SHALL BE PROVIDED TO SUPPORT EXIST. WOOD ROOF JOISTS. ROWS SHALL BE CROSS BRACED AT 48" 0.C. MAX. SPACING FOR LATERAL STABILITY. ALL SHORING POSTS /BEAMS SHALL BE FASTENED TOGETHER W/ MIN. (4) 16d NAILS PER END TO POST /BEAM. PROVIDE TEMP. HCPL /R CLIPS FOR UPLIFT FORCES FAST. W/ 4 -8d NAILS PER END. 4. TEMPORARY SHORING LOADS: CONSTRUCTION LIVE LOAD: 50 PSF DEAD LOAD: 10 PSF FOUNDATION STATEMENT: 1. FOUNDATION DESIGN HAS BEEN BASED ON A MAX. SOIL BEARING CAPACITY OF 2500 P.S.F. AS PER SUBSURFACE SOIL INVESTIGATION REPORT PREPARED BY 'WINGERTER LABORATORIES, INC., DATED JUNE 2003. 2. GEOTECHNICAL ENGINEER SHALL SUBMIT TO THE COUNTY INSPECTOR & THIS ENGINEER A CERTIFICATION LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED. 3. UPON EXCAVATION, BACK FILLING AND COMPACTION, THE SOIL SHALL BE TREATED FOR SUBTERRANEAN TERMITE PREVENTION AS REQUIRES BY THE FLORIDA BUILDING CODE, SECTION 1816. SLAB NOTE: 1S -1] INDICATES A 4" THICK CONCRETE SLAB REINFORCED W/ 6x6- W1.4xW1.4 W.W.F. OVER 6 MIL VAPOR BARRIER ON COMPACTED LIMEROCK BASE 9R'. MODIFIED PROCTOR (TYP.) SLAB -ON -GRADE IS TO BE SAWCUT INTO MAX. 10' -0" x 10' -0" SECTIONS. REFER TO DETAIL ON SHEET S.5.0. LOCATE JOINTS ALONG COLUMN LINES AND REENTRANT CORNERS. NOTE: (REFER TO MASONRY WALL NOTES ON SHT S.5.0) 1. ALL PROP. EXTERIOR MASONRY WALLS SHALL BE REINFORCED W/ #5 VERTICAL BARS AT 32" 0.0. W/ 8GA LADDER TYPE HORIZONTAL REINFORCEMENT EVERY SECOND BLOCK COURSE COMMENCING WITH THE SECOND BLOCK COURSE UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO COORDINATE ALL WINDOW AND DOOR OPENINGS WITH ARCHITECTURAL PLANS. v V FOOTI\C PROP. STARTER COLUMN REFER TO STARTER COLUMN DETAIL 36" MATCH BOTT. OF FOUNDATION DRILL INTO SIDE OF EXIST. FOUNDATION 6 ", EPDXY GROUT # DOWELS (3 FOR 24" WIDE FOOTING) 48 HOURS BEFORE DIGGING CALL SUNSHINE STATE ►� v TOLL FREE -800-432-4770 UNDERGROUND UTIL111ES NOTIFICATION CENTER OF FLORIDA t 1AARIN "IL, TRW No. 6 Phase : PROP. WF2412 CONC. FOOTING #4 TRANSVERSE BARS AT 24" 0.C. (3) #5 BOTT. CONT. BARS 104286 -S.1.0 Dean B. LEWIS ARCHITECT 100NE38THST. 1 MI., FL. 33137 T 305.572.1220 / Fx 305.572.9161 PROJECT AR0017357 100004536 ESTEBAN SERRANO RESIDENCE 1290 NE 101st. STREET MIAMI SHORES, FL 33139 (305) 696-7372 STRUCTURAL ENGINEER: GHM Group Inc. FF:n7770 Civi;, Environrr,a,ital and 316ctural Engineers 4534 Palm .lvenu,, 2nd Flcor Hialeah, Florida 3.3012 Tel: (305) 821 -1281 Fax:.305) 82E -17CE tma n nos@jhmanucy.com MEP ENGiNFER: SEAL / SIGNATURE BUILDING PERMIT ISSUE DATE AUGUST, 2003 DWN TM APPRV TM REVISION DATE Dwg : PROP. STRUCTURAL FOUNDATION PLAN Scale : 1/4"---1-0" .y. S EXIST. ROOF fTRAMIf A --- - - - - -- - j EXIST. 8x18 +/ CONC. EXTS T COWMN LOBE ENCASED IN CONC. E- - W8x24 —S`R' BEAM -( -36 -}— LAY WD l T IL FRAME WALL BELOW. RE 4x4 WO POST SHORES SPACED AT MAX. OF 48" Q.C. W/ 4x4 WD BEAM SHORE REFER TO DETAIL ON SHT S.3.1 j REFER TO ER TO SECTION ON SHT S.3.0 FOR CONNECTOR ON SHT S.3.0 (fP.) DOTAIL QIN SHIT S111 MR GABLE EXIST NAIL FASCIA TO SIDE OF WD FILLER AND J -5 W/ 6 -16d NAILS iN OTHER AREAS NAIL W/ 3 -16d NAILS (TYP. ON EA. SIDE OF ROOF AREAS) CONT. STRUCTURAL FASCIA BOARD (TYP.) REFER TO SECTION ON THIS SHT FOR C.J. CONNECTION TO STL CHANNEL REFER TO SHT S.3.1. 2x10 PT W 6' -6" ASCMAW /1x2P D M CC!N,T. STRUCTURAL IMO t\ Fp<SCIA BOARD NAIL FASCIA TO SIDE OF WD FILLER AND J -5 W/ 6 -16d NAILS IN OTHER AREAS NAIL W/ 3 -16d NAILS (TYP. OIN EACH SIDE OF ROOF AREA) 2x1 �'" p WD FASCIA U =898# 1x2 9S 6' -6" 2 \ CONT. STRUCTURAL G= 600# ND FASCIA BOARD REFER TO SECTION FOR CONNECTION DETAILS ROOF FRAMI SCALE: 1 /4 " =1' -0" 1 NG PLA\ V V) FOR CONNECTOR TYPE REFER TO SECTION ON SHT S.3.0 (TYP.) U =1406# G =1070# PROVIDE 2x10 WD BLOCKING AT 36" O.C. STAGGERED THROUGHOUT RbFTER FRAMING 00 =4500# `° G =2250# FOR C.J. CONNECTION ITO STL CHANNEL REFER TO SHT S.3.1. (4) USP RT14T STRAP FAST. TO JOIST & WD FILLER BEAM W/ 5 -16d NAILS ON EA. END (TYP. FOR C.J. -2 STRAPS PER SIDE) " i \ CONT. STRUCTURAL N FASCIA BOARD REFER TO SECTION ON THIS SHT NUE — STRAP NVHTA -14 FAST. TO JOIST 'W/ 7 -16d NAILS PER STRAP END & 6 -10dx1 1/2" NAILS TO SEAT EMB. 4" INTO CONC. BEAM N.O.A. 03- 0224.10 ROOF COVERING CONCRETE TILE ROOF PROVIDE 90# FIBERGLASS PAPER HOTMOPPED OVER 30# ASPHALT PAPER FASTENED AS PER MECHANICAL FASTENER SCHEDULE, OVER 5/8" THICK EXT. GRADED S -1 PLYWOOD FASTENED TO WOOD TRUSSES W/ 10d NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS AND 4" O.C. AT EAVES AND PANELS EDGES. MECHANICAL FASTENER SCHEDULE (ROOF) MECHANICAL FASTENERS AND TIN CAPS SHALL BE SPACED IN A MINIMUM PATTERN OF 12" o.c. ON A 4" OVERLAP AND 18" o.c. IN TWO STAGGERED ROWS IN THE FIELD AREA OF THE ROOF. PERIMETER AREAS SHALL BE FASTENED 9" IN THE LAP AND 12" IN THE FIELD. ROOF DIAPHRAGM BLOCKING IF NOTED ON PLAN BLOCKING TO BE MIN. 2x6 WD LOCATED ALONG PLYWOOD EDGES IN AREAS AS SHOWN ON PLAN, FASTENED TO TOP CHORD OF TRUSSES W/ 2 -16d NAILS ON EACH SIDE (TOTAL 4 PER BLOCKING END) TOE NAILED. B--1: J -3: J -4: J -5: C.J.: 6 "x10 "x1/2" THK STL PLATE WELDED TO SIDE OF BEAM STL 3EAV CO\\ SCALE: 3i4-1 —o WALL W/ T.B. BELOW C.J. --CORNER Jl MME BER 3x10 WD DENOTES 3x10 WD JOISTS AT 16" 0.C. DENOTES 4x12 WD RIDGE BOARD DENOTES (2) 3x10 WD JOISTS FAST. TOGETHER W/ 2 ROWS OF 60d NAILS AT 4" 0.C. STAGGERED DENOTES 2x10 WD JOISTS AT 16" 0.C. DENOTES 2x10 WD JOISTS AT 16" 0.C. DENOTES (2) 2x10 WD JOIST DENOTES 3x10 WD ALL WD RAFTER JACKS TO BE FAST. W/ NVUH26 JOIST HANGER FAST. W/ 20 -16d NAILS TO SUPPORTING JOIST & 10 - 10dx1 1/2" NAILS TO JOIST N.O.A. 03- 0327.14 0 3" 1 » 4 ,, 1 `_ _ 1 » 0 J-4 JAC<S SUPPORT S11_ BEAM REFER TO ROOF PLAN I EXIST. CONC. N TIE BEAM GROUT LOWER BLOCK AREA UNDER ANCHOR LOCATIONS ANCHORS TO BE 1/2" DIA. HILT' K \' K BOLT II S.S. EMB. 4" (TOTAL 4) HCTIO\ TO C J -4 JOIST (2x10 WD) V U WALL NVUH26 JOIST HANGER FAST. W/ 20 -16d NAILS TO CORNER JACK & FASCIA — & TO JOIST W/ 10- 10dx13' NAILS (TYP. FOR JOISTS SUPPORTED AT C.J. & STRUCTURAL FASCIA) O\\iCTO\ ROOF COVERING REFGER TO ROOF COVERING NOTES 1x2 PT WD TRIM J -TAIL 104286 —S.1.1 2x10 WO STRUCTURAL FASCIA CONT. AT LOCATIONS ON ROOF PLAN 0 U Dean B. LEWIS PROJECT ARCHITECT 100 NE 38TH ST. / MI., FL. 33137 T 305.572.1220 / Fx 305.572.9161 AR0017357 ID0004536 SEAL / SIGNATURE ESTEBAN SERRANO RESIDENCE 1290 NE 101st. STREET MIAMI SHORES, FL 33139 (305) 696 -7372 STRUCTURAL ENGINEER: GHM Group Inc. Civil, Environmental ana Structu al Engineers 4694 Palm Avenue, 2nd Firer Hialeah, Florida 33012 Tel: (30E) 821 -1281 Fax:(30E) 825-1705 tma ri nos i r nar lucy. com ficEP ENGINEER: NOS TRUCTURAL: 0. 51562 BUILDING PERMIT EB:07770 ISSUE DATE AUGUST, 2003 DWN TM APPRV TM REVISION DATE 10 -10 -03 TM 3 -9 -04 TM 4 -26 -04 TM Dm: PROP. STRUCTURAL ROOF FRAMING PLAN Scale : 1/4"=1'-0" IRMMG S EXIST. ROOF fTRAMIf A --- - - - - -- - j EXIST. 8x18 +/ CONC. EXTS T COWMN LOBE ENCASED IN CONC. E- - W8x24 —S`R' BEAM -( -36 -}— LAY WD l T IL FRAME WALL BELOW. RE 4x4 WO POST SHORES SPACED AT MAX. OF 48" Q.C. W/ 4x4 WD BEAM SHORE REFER TO DETAIL ON SHT S.3.1 j REFER TO ER TO SECTION ON SHT S.3.0 FOR CONNECTOR ON SHT S.3.0 (fP.) DOTAIL QIN SHIT S111 MR GABLE EXIST NAIL FASCIA TO SIDE OF WD FILLER AND J -5 W/ 6 -16d NAILS iN OTHER AREAS NAIL W/ 3 -16d NAILS (TYP. ON EA. SIDE OF ROOF AREAS) CONT. STRUCTURAL FASCIA BOARD (TYP.) REFER TO SECTION ON THIS SHT FOR C.J. CONNECTION TO STL CHANNEL REFER TO SHT S.3.1. 2x10 PT W 6' -6" ASCMAW /1x2P D M CC!N,T. STRUCTURAL IMO t\ Fp<SCIA BOARD NAIL FASCIA TO SIDE OF WD FILLER AND J -5 W/ 6 -16d NAILS IN OTHER AREAS NAIL W/ 3 -16d NAILS (TYP. OIN EACH SIDE OF ROOF AREA) 2x1 �'" p WD FASCIA U =898# 1x2 9S 6' -6" 2 \ CONT. STRUCTURAL G= 600# ND FASCIA BOARD REFER TO SECTION FOR CONNECTION DETAILS ROOF FRAMI SCALE: 1 /4 " =1' -0" 1 NG PLA\ V V) FOR CONNECTOR TYPE REFER TO SECTION ON SHT S.3.0 (TYP.) U =1406# G =1070# PROVIDE 2x10 WD BLOCKING AT 36" O.C. STAGGERED THROUGHOUT RbFTER FRAMING 00 =4500# `° G =2250# FOR C.J. CONNECTION ITO STL CHANNEL REFER TO SHT S.3.1. (4) USP RT14T STRAP FAST. TO JOIST & WD FILLER BEAM W/ 5 -16d NAILS ON EA. END (TYP. FOR C.J. -2 STRAPS PER SIDE) " i \ CONT. STRUCTURAL N FASCIA BOARD REFER TO SECTION ON THIS SHT NUE — STRAP NVHTA -14 FAST. TO JOIST 'W/ 7 -16d NAILS PER STRAP END & 6 -10dx1 1/2" NAILS TO SEAT EMB. 4" INTO CONC. BEAM N.O.A. 03- 0224.10 ROOF COVERING CONCRETE TILE ROOF PROVIDE 90# FIBERGLASS PAPER HOTMOPPED OVER 30# ASPHALT PAPER FASTENED AS PER MECHANICAL FASTENER SCHEDULE, OVER 5/8" THICK EXT. GRADED S -1 PLYWOOD FASTENED TO WOOD TRUSSES W/ 10d NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS AND 4" O.C. AT EAVES AND PANELS EDGES. MECHANICAL FASTENER SCHEDULE (ROOF) MECHANICAL FASTENERS AND TIN CAPS SHALL BE SPACED IN A MINIMUM PATTERN OF 12" o.c. ON A 4" OVERLAP AND 18" o.c. IN TWO STAGGERED ROWS IN THE FIELD AREA OF THE ROOF. PERIMETER AREAS SHALL BE FASTENED 9" IN THE LAP AND 12" IN THE FIELD. ROOF DIAPHRAGM BLOCKING IF NOTED ON PLAN BLOCKING TO BE MIN. 2x6 WD LOCATED ALONG PLYWOOD EDGES IN AREAS AS SHOWN ON PLAN, FASTENED TO TOP CHORD OF TRUSSES W/ 2 -16d NAILS ON EACH SIDE (TOTAL 4 PER BLOCKING END) TOE NAILED. B--1: J -3: J -4: J -5: C.J.: 6 "x10 "x1/2" THK STL PLATE WELDED TO SIDE OF BEAM STL 3EAV CO\\ SCALE: 3i4-1 —o WALL W/ T.B. BELOW C.J. --CORNER Jl MME BER 3x10 WD DENOTES 3x10 WD JOISTS AT 16" 0.C. DENOTES 4x12 WD RIDGE BOARD DENOTES (2) 3x10 WD JOISTS FAST. TOGETHER W/ 2 ROWS OF 60d NAILS AT 4" 0.C. STAGGERED DENOTES 2x10 WD JOISTS AT 16" 0.C. DENOTES 2x10 WD JOISTS AT 16" 0.C. DENOTES (2) 2x10 WD JOIST DENOTES 3x10 WD ALL WD RAFTER JACKS TO BE FAST. W/ NVUH26 JOIST HANGER FAST. W/ 20 -16d NAILS TO SUPPORTING JOIST & 10 - 10dx1 1/2" NAILS TO JOIST N.O.A. 03- 0327.14 0 3" 1 » 4 ,, 1 `_ _ 1 » 0 J-4 JAC<S SUPPORT S11_ BEAM REFER TO ROOF PLAN I EXIST. CONC. N TIE BEAM GROUT LOWER BLOCK AREA UNDER ANCHOR LOCATIONS ANCHORS TO BE 1/2" DIA. HILT' K \' K BOLT II S.S. EMB. 4" (TOTAL 4) HCTIO\ TO C J -4 JOIST (2x10 WD) V U WALL NVUH26 JOIST HANGER FAST. W/ 20 -16d NAILS TO CORNER JACK & FASCIA — & TO JOIST W/ 10- 10dx13' NAILS (TYP. FOR JOISTS SUPPORTED AT C.J. & STRUCTURAL FASCIA) O\\iCTO\ ROOF COVERING REFGER TO ROOF COVERING NOTES 1x2 PT WD TRIM J -TAIL 104286 —S.1.1 2x10 WO STRUCTURAL FASCIA CONT. AT LOCATIONS ON ROOF PLAN 0 U Dean B. LEWIS PROJECT ARCHITECT 100 NE 38TH ST. / MI., FL. 33137 T 305.572.1220 / Fx 305.572.9161 AR0017357 ID0004536 SEAL / SIGNATURE ESTEBAN SERRANO RESIDENCE 1290 NE 101st. STREET MIAMI SHORES, FL 33139 (305) 696 -7372 STRUCTURAL ENGINEER: GHM Group Inc. Civil, Environmental ana Structu al Engineers 4694 Palm Avenue, 2nd Firer Hialeah, Florida 33012 Tel: (30E) 821 -1281 Fax:(30E) 825-1705 tma ri nos i r nar lucy. com ficEP ENGINEER: NOS TRUCTURAL: 0. 51562 BUILDING PERMIT EB:07770 ISSUE DATE AUGUST, 2003 DWN TM APPRV TM REVISION DATE 10 -10 -03 TM 3 -9 -04 TM 4 -26 -04 TM Dm: PROP. STRUCTURAL ROOF FRAMING PLAN Scale : 1/4"=1'-0" 12" C.J. AT 24" O.C. 2x10 PT WD FASCIA W/ 1x2 PT WD TRIM EXIST. 4" +/- CONC. SLAB ON CONC. JOISTS TO REMAIN (.) 12" SQ. CONC. PEDESTAL REINF. W/ 6 - #5 VERT. BARS W/ #3 TIES AT 12" O.C. 0 LiJ LiJ 0 8x8x1/2" COLUMN BASE PLATE REFER TO DETAIL V) 2x PT WD BLOCKING BETWEEN C.J. & J -5 JACKS (TYP 5' -6" 4" — 1/eV 1 /4" .1 24" EXT. 0 CJ " 6x8x1 /2" THK TOP COLUMN BASE PLATE WELDED TO BOTTI FLANGE OF BEAM s a (2) USP RT18 STRAPS PER SIDE 2x4 PT WD TOP PLATE FAST. TO C.J. & WD FILLER W/ 7 -16d NAILS (PER STRAP END) FOR CONNECTION TO BACK OF STL CHANNEL USE 7 -No. 10 S.M.S. (TYP. AT CORNER JACKS - 2 LOCATIONS) IT STL BEAM REFER TO PLAN C5 STL COLUMN REFER TO PLAN SCTIO\ c/s.3.1 SCALE: 3/4 " =I' -0' HSS 4x4x3/16 STL FRAMING METAL PLATES REFER TO DETAIL BB ON THIS SHT (TIP. 3 PLACES) CONTRACTOR TO EXPOSE EXIST. TOP RAFTERS /NEB FOR ENGINEER TO VERIFY CONNECTION. PROVIDE (2) RT24 STRAPS IF NONE EXIST. FAST. 'W/ 7 -16d NAILS PER STRAP END (TYP.) EXIST. STEM WALL FOUNDATION 12" C.J. AT 24" O.C. TOP OF GRADE (EXIST.) FRONT GABLE SCALE: 1/2 =1'-0" F -1 FOUNDATION REFER TO SCHEDULE FOR SIZE & REiNF. DRILL 6" INTO SIDE OF EXIST. FOUNDATION, EPDXY GROUT #5 BARS (TYP. 3 # 5 BARS) 17' -10" \D FRA EXIST. WD JOIST RAFTER TRUSSES /CEILI\G JOISTS AT 16" O.C. (TO 3E VERIFIED IN FIELD) V POST SHORES TO BE PLACED ALONG PERIMETER OF SLAB /FOOTING CONSTRUCTION TO NOT INTERFERE_ W/ SLAB /FOOTING CONSTRUCTION AREAS (.) 4x12 WO RIDGE BOARD INC WD POST SHORES W/ 4x4 WD TOP /BOTT. BEAMS. POST SHORES NOT TO EXCEED 48" O.C. PROVIDE X- BRACING AT 48" O.C. FAST. TO POST SHORES W/ 4 -16d NAILS PER END (TYP.) NOTE: REFER TO ROOF COVERING NOTES ON SHT S.1.1 REFER TO DEMOLITION NOTES ON SHT S.1.0. FOR ADDITIONAL REQUIREMENTS AND LOADING SPECIFICATIONS J -3 JOISTS AT 16" O.C. 44 3/W C9x15 STL W/ (2) 2x8 PT WD NAILER FAST. TO SIDE OF CONC. BEAM W/ 1/2" DIA. HILTI KWIK BOLT II EMB. 4" W/ 1 1/2" DIA. WASHER AT 12" O.C. STAGGERED -TWO ROWS (TYP.) 6 ",(6",( REFER TO METAL PLATE ANCHOR DETAIL ON THIS SHT. SEE PLATE DETAIL AA (TYP. 2 PLACES) SQL BIA SCALE: 1"=1'-0" 2x4 PT WD STUDS NOT TO EXCEED 12" O.C. W/ (2) 2x4 PT WD TOP /BOTT. PLATES. PROVIDE ?x4 WD BRACING AT 1/3,SPAN OF STUDS EXTEND SPLICE OVER WD BEARING WALL ADD 2x8 WD FAST. TO SIDE OF EXIST. CEILING JOISTS W/ (2) ROWS OF 30d NAILS AT 4" O.C. EA. SIDE OF SPLICE (TYP. FOR CEILING JOIST AREAS THAT SPLICE DOES NOT FALL OVER WD BEARING PARTITION) 12" 4" O O O 5 ' 6" USP RT18T STRAP FAST. TO WD CEILING JOIST /VERT. WEB W/ 7 -16d NAILS & TO WD FILLER ON BEAM W/ 7 -16 ON EA. SIDE) WD AST. TO SIDE OF CHANNEL W/ 1/2" DIA. THRU BOLTS -GALV AT 6" O.C. STAGGERED (2 ROWS) V 10 PROP. 3x8 PT WD FAST. TO EACH SIDE OF STL BEAM W/ 1/2" DIA. THRU BOLTS -GALV A307 AT 12" O.C. (2 ROWS- STAGGERED) EXIST. 2x10 WD 'WEBS PROP. S11 BEAM REFER TO PLAN IXISI. ROOF FRAY EXIST. 2x8 CEILING JOISTS AT 16" O.C. PROVIDE (2) USP RT24T STRAPS FAST. W/ 9 -16d NAILS PER STRAP END (TYP. PER JOIST /RAFTER) N.O.A 00- 0913.07 1/2" DIA. HILTI KWIK BOLT 11 S.S. EMB. 3 1/2" IAT 12" 0.C. W/ 1 1/2" DIA. { WASHER (TYP.) EXIST. 4" +/. CONC. SLAB ON CONC. JOISTS TO REMAIN -- 1 OW) F -1 FOUNDATION REFER TO SCHEDULE FOR SIZE b PFINF LJ 24' DETAIL AA 2" w G DETAIL " " SCALE: 1"=1'-0" 8x6x3/8" THK STL PLATE W/ (2) 1/2" DIA. HEADED STUDS 6" LONG W/ 1 1/2" DIA. HEADS WELDED TO BOTT. OF PLATE CONTRACTOR TO EXPOSE EXIST. TOP RAFTERS /WEB FOR ENGINEER TO VERIFY CONNECTION. PROVIDE (2) RT24 STRAPS IF NONE EXIST. FAST. W/ 7 -16d NAILS PER STRAP END (TYP.) EXIST: WD JOIST RAFTER TRUSSES /CEILING JOISTS AT / 16 O.C. (TO 3E VERIFIED IN FIELD) EXIST. STEM WALL FOUNDATION -TAL =MB. PLAT COLUV SCALE: 1"=1 -0" SICTIO\ D/S.3.1 SCALE: 3/4"=1'-0" HSS 6x4x3/16 A ° -'( 4°-/-4" POST SHORES TO BE PLACED ALONG PERIMETER OF SLAB /FOOTING CONSTRUCTION TO NOT INTERFERE W/ el 14. I: III. • : (TYP.) DETAIL BAS 3B 8 "SQ. x 1/2" THK STL PLATE (A36 GRADE) . ,- 1 ° \CHOR DITAIL C5 COLUMN 5/8" DIA. HUT KWIK BOLT 11 S.S. EMB. 6" (TYP. 4) PLAT ND POST SHORES W/ 4x4 WD TOP /BOTT. BEAMS. POST SHORES NOT TO EXCEED 48" O.C. PROVIDE X- BRACING AT 48" 0.C. FAST. TO POST SHORES W/ 4 -16d NAILS PER END (TYP.) w -1 '( 6x16x3/8" THK STL PLATE W/ (4) 1/2" DIA. HEADED STUDS 6" LONG W/ 1 1/2" DIA. HEADS WELDED TO BOTT. OF PLATE G w 104286 -S.3.1 ETAIL Dean B. LEWIS 100 NE 38TH ST. / MI , FL. 33137 T 305.572.1220 / Fx 305.572.9161 PROJECT ARCHITECT AR0017357 ID0004536 SEAL / SIGNATURE ESTEBAN SERRANO RESIDENCE 1290 NE 101st. STREET MIAMI SHORES, FL 33139 (305) 696 -7372 STRUCTURAL ENGINEER: GHM Group Inc. Civil, Environmental and Structural Engineers 4694 Palm Avenuc, 2nd Floor Hia'eah, Floriaa 33012 TeL (305) 821 -',28 i ._,1;,:(305) 825.1705 '..ncrinos@jhMEnucy.com P ENGINEER: Phase : I MAR1NOS tRUCTURAU BUILDING PERMIT Scale : 1/4"=V-0" S.3.1 E13:07770 ISSUE DATE AUGUST, 2003 DWN TM APPRV TM REVISION DATE 4 -22 -04 TM Dwg: PROP. STRUCTURAL DETAILS COLUMN PAD /WALL FOOTING SCHEDULE MARK ELEVATION TOP OF FOOTING WIDTH (IN) 24" 36 "x24" 11iK (IN) 12" REINFORCEMENT CONTINUOUS TRANSVERSE (TIE BARS) 1W2412 +7' -0" NGVD 1 (3) - #5 #4 ® 24" O.C. F -1 +4' -11" NGVD 12" 3 -#5 (S), 4 - #5 (LONG) - 14 +17.41' NGVD 2 #5 2 - #5 - - 12" O.C. 2TB -2 8 14/16 VARIES 2 - #5 2 - #5 2 - # 7 2 - #5 - 12" O.C. T.O.B. EL VARIES FROM +17.41' TO +17.70' NGVD 2RB -1 2RB -2 8 14 +17.41' NGVD 2 - #5 - - 4" O.C. 12 16 +17.70' NGVD 2 - # 7 - - 12" O.C. 01 HSS 6x4x1/4 - - 4 tJA BEAM/LINTEL SCHEDULE MARKS SIZE ELEV. TOP REINFORCING # 3 TIES U.O.N. REMARKS W D OF BEAM BOT. TOP ADD'L S -BARS SPACING E /END 2TB - 1 8 14 +17.41' NGVD 2 #5 2 - #5 - - 12" O.C. 2TB -2 8 14/16 VARIES 2 - #5 2 - #5 2 - # 7 2 - #5 - 12" O.C. T.O.B. EL VARIES FROM +17.41' TO +17.70' NGVD 2RB -1 2RB -2 8 14 +17.41' NGVD 2 - #5 - - 4" O.C. 12 16 +17.70' NGVD 2 - # 7 - - 12" O.C. 01 HSS 6x4x1/4 - - 4 tJA STL MULLION BY OTHERS STARTER COLUMN C2 8x16 4 -#5 8" O.C. C3 SEE DETAIL 9 - #5 8" O.C. - SEE DETAIL C4 8x8 2 - #5 8" O.C. A STARTER COLUMN 05 HSS 3.5x3.5x1/4" - - - STL COLUMN (Fy -46 KSI: ( * *) CONC. FILLED 1 HR FIRE RATED (INTERIOR COLUMNS ONLY COLUMN L COLUMN TYPES / \ 0' 0 r • a ; N _ �,.,.: a ' . a . . .... MARKS SIZE (IN x IN) VERTICAL BARS #3 TES SPACING (IN) TYPE REMARKS 01 HSS 6x4x1/4 - - 4 tJA STL MULLION BY OTHERS STARTER COLUMN C2 8x16 4 -#5 8" O.C. C3 SEE DETAIL 9 - #5 8" O.C. - SEE DETAIL C4 8x8 2 - #5 8" O.C. A STARTER COLUMN 05 HSS 3.5x3.5x1/4" - - - STL COLUMN (Fy -46 KSI: ( * *) CONC. FILLED 1 HR FIRE RATED (INTERIOR COLUMNS ONLY m 4' MN. 2 - 14 BOTT IN EXTENSION BENT UP ALONG ENDS TIED TO HOR. REINF. OF 11E BEAM L10114 OF OFE?a1Nr 401 TO EXCEED 6' -0' 4' MN 9'114 NOTE: REINFORCED MASONRY AND /OR TIE COLUMNS ALONG ENDS NOT SHOWN FOR CLARITY 60 TRUSSES AT 24 O.C. (SEE PLAN) Ys WIDN GP CPENtd EXCEEDS 6'-0' a' MN. NOTE: REINFORCED MASONRY AND /OR TIE COLUMNS ALONG ENDS NOT SHOWN FOR CLARITY 1W • • } TIE BEAM EXTENSION OVER OPENING 6' -0" OR LESS SCALE 1 /2" =1' -0 • • • • TIE BEAM EXTENSION OVER OPENING OVER 6' -0" SCALE: 1/2"=1'.- 0" CONC. BEAM MAX. 8" EXTENSION ADO 2 - 14 BOTT. BARS CONC. BEAM !4' �4 DOIi)EL BARS AT 24' O.C. EMB. INTO EXIST. CONC. COLUMN 4' EPDXY GROUTED 1 S' NOTE: PROVIDE A KEYED JOINT WHERE A CONTNUOS CONCRETE ELD ENT IS CONSTRUCTED N PARTS. USE THIS DETAIL FOR A CONSTRUCTION JONT, WERE REQUIRED, U.O.N. CONSTRUCTION JOINT EXIST. WALL /COLUMN STARTER COLUMN DETAIL SCALE: 3/4' =I'_0' FLU. WITH SEALANT NOTE SAWED JOINT SHALLEBE SAMCUT WITHIN 12 HOURS OF CONCRETE: PLACEMENT .1AAXMIJN SAACUT PATTERN FOOR SLAB ON GRADE SHALL BE 1O' -O' x1@-0. TYPICAL SLAB ION GROUND SLAB ON GRADE-CRACK CONTROL JOINT DETAIL SCALE: 1/2 " =1 -0" PROP. CONC. TIE BEAM SEE PLAN CONC. STARTER COLUMN SEE PLAN SLAB HICKNESS PER PLAN COMPACTED UMEROCK BASE 989E MODIFIED PROCTOR. ACCO VALLEYrRUSSES 24* 0.C. I 1r 6 ,r- 1' -34" - 4' C3 COLUMN COLUMN DETAILS SCALE: 1/2"=1'--0" 5/B' THICK cox PLYWOOD SHEATHING PROVIDE (2) -LISP RT1BT STRAPS FAST W/(7) -16d NAILS PER END WRAPPED AROUND BOTT. CHORD OF VALLEYTRUSS SET TYP. AT 24' O.C. (EVERY TOP CHORD OF SUPPORTING TRUSS) WD VALLEY TRUSS DETAIL SCALE - . 3 /4' -t' -0' — TOP CHORD OF WOOD TRUSSES o24' O.C. O 0 Dean B. LEWIS PROJECT ARCHITECT iffeilillEMMINIMMIESSEESENIENIMINIMEMENII 100 NE 38TH ST. / MI., FL. 33137 T 305.572.1220 / Fx 305.572.9161 AR0017357 100004536 SEAL / SIGNATURE ESTEBAN SERRANO RESIDENCE 1290 NE 101st. STREET MIAMI SHORES, FL 33139 (305) 696 -7372 STRUCTURAL ENGINEER: GHM Group Inc. Civil, Environmental and Structural Engineers 439A Palm AVenue, 2nd Floor Hialeah, Flo,ida Te : (305) 82; -4281 Fax ,305)825 -1'05 1' nrinos�i�jhrnarn.cy.com NVEP ENGINEER: • V 4( A INOS CIVI STRUCTURAL BUILDING PERMIT ISSUE DATE AUGUST, 2003 DWN TM APPRV TM REVISION DATE 4 -22 -04 TM Dwg : PROP STINCTURAL DEMILS EB:07770 DB. LEWIS ARCHITECTURE+DESIGN EXHAUST FAN (EF -1): BROAN MODEL S8OU W/ 4" 0 E/A DUCT UP TO ROOF W/ RAINCAP AND W.M.S. (TYP.) A ISA 8X4 70 A SA 8X4 70 T W IC (E)BEDROOM 3 A ISA 10X8 185 r r� f /, 80 60 ............. GG C IRA 12X8 C IRA 10X8 LS LS kV SS SS PT (E)BEDROOM 2 80 (E)HALL A ISA 10X6 150 hi E MIL E l a r air iNa 12 60 80•••.:; • 4 0••, (E)BEDROOM 1 i. A ISA 6X4 45 A ISA 10X8 200 UPPER FLOOR HVAC PLAN ' SCA E 1 /4" = EXIST. CU -2 (E)MAID'S ROOM (E)FRZ OVF (R)KITC EXIST. 6 "0 GMD (26 G ) FOR ( EXHAUS ABOVE CEILING UP T ROOF CONTRACTOR T VERIFY EXACT LOCATION ADD SIZE ON FIELD, EXIST., RELOCATED AHU -1 PROVIDE VIBRATION ISOLATOR PADS FOR UNIT SUPPORT, INSTALL UNIT PER ALL REQUIREMENTS OF FBC AND FMC. 80. 24X12 EXIST. AHU -1 EXIST. AHU -2 24X20 20X12 (E)DINING R 24X24 •e i • • • s ±s : • • ' 1 Pr r !ems 4 /< 1 lI2 #' < ■ .40 VA VA VA • •: . AJSA .e .. - - V . 8 .. - - -i,, 10X - - -- -- VA AA VA V _ . All .• •. /• . •. ►• *4 •• •• • •. .. • A .. VA VA ► . • ►. II E •. • � V. . II �. • • •` : 4, 16X8 SO' VA 16 re : :• •• •` 4 � -- VA IL, , A , �► • 00 ., V. :` se . :` %: ". • Il 100 ,• /• .• • •.•• w. ULU 1,101M (E)LIVING ROOM EXHAUST FAN (EF -1): BROAN MODEL S8OU W/ 4" 0 E/A DUCT UP TO ROOF W/ RAINCAP AND W.M.S. (TYP.) (R)MASTER BATH (R)FLORIDA ROOM (R)MASTER BEDROOM ■ FULLY LOUVERED DOOR (E)STO CU -3 ■ EXIST. CU -1 NEW AHU -3 ON ADJUSTABLE METAL FRAME WITH VIBRATION ISOLATOR PADS FOR UNIT SUPPORT SECURE CONDENSING UNITS TO RESIST HURRICANE WIND FORCE BY CROSS WRAPPING WITH 1/8" STEEL CABLE AND FASTENING TO SLAB TO COMPLY WITH FMC 3031.13 (E)GARAGE (E)UTILITY (E)D (E)PLANTER (E)STAIRS (E)ENTRY (E)PLANTER GROUND FLOOR HVAC PLAN! ( ______;SCALE 1/4" = i 100 NE 38TH ST. / MI. FL. 33137 T 305.572.1220 / Fx 3055.572.9161 PE0058156 CA0009360 ERNESTO RODRIGUEZ,P.E. MECHANICAL ENGINEER SEAL / SIGNATURE PROJECT ESTEBAN SERRANO RESIDENCE 1290 NE 101st. STREET MIAMI SHORES, FL 33139 (305) 696 -7372 STRUCTURAL ENGINEER: MEP ENGINEER: C.A. # 9360 THE ENGINEERING CONSULTING GROUP, P.A. MECHANICAL ELECTRICAL PLUMBING, & FIRE PROTECTION ENGINEERING DESIGN • • 5001 S.W. 74 CT, # 209 Miami, Florida 33155 Tel: (305)663 -9191 Fax: (305) 663 -8788 t ecg rou p@tecg ro u p-p a. corn • • • •. • ••.. • NORTH ISSUE DATE OCT. 2003 DWN E.R. APPRV E.R. REVISION DATE /\04/28/04 OWNER'S REQUEST Dwg: Scale : 1/4"=1'-0" Phase : HVAC FLOOR PLANS Sheet No.: AC -1 (E)BEDROOM 3 ( NO ELECT. WORK UNLESS INDICATED ) WIC CONNECT TO EXIST. CKT. (CONTRACTOR TO VERIFY) (E)BEDROOM 2 ( NO ELECT. WORK UNLESS INDICATED ) (E)HALL ( NO ELECT. WORK UNLESS INDICATED ) NEW AHU -3 (SEE NOTE #7) CONNECT TO EXIST. CKT. (CONTRACTOR TO VERIFY) (E)BEDROOM 1 ( NO ELECT. WORK UNLESS INDICATED ) ELECTRICAL SECOND FLOOR PLAN PROPOSED RENOVATION SCALE 1 /4" = 1' -0" A -8,10 NEW PNL "A" & EXIST, PNL "B" / (SEE ELECT RISER)_? EXIST. AHU -1 EXIST. AHU -2 2 EXIST. CU -1 EXIST. CU -2 or, iii AZ/. A MA I IIM/A I VA I VA Ir yr pr V ////// ar / ://://// CONNECT TO EXIST. CKT. (CONTRACTOR TO VERIFY) CONNECT TO EXIST. CKT. (CONTRACTOR TO VERIFY) ONNECT TO EXIST. CKT (R)FLORIDA ROOM ..../ . S1 ' P P 40 1_ N 01 41 i yiu��r ii i% uii��► � p PIN L A - A -1 1 . ■ A- 27A,29Bo- 1 ". Aff (F )VVALK -IN CLOSET` -13 ER CONNECT TO EXIST, CKT F-- X EXIST. CONC. WALK A -7,9. NEW CU -3 A -11 WP 2 WP * *NOTE: RECONNECT EXISTING DEVICES AS INDICATE ON PLANS. EXIST CONC. DRIVEWAY EXIST. CONCRETE AREA NOTES: 1.- COORDINATE EXACT LOCATION OF ALL DEVICES WITH ARCH /OWNER. 2,- HANGING FIXTURES & FANS MUST BE SUPPORTED AS PER NEC 370- 27C/422 -18. 3,- JACUZZI SHALL HAVE AN ACCESS PLATE OR COVER AS PER NEC 680 -73. MIN SIZE 20 "W x 15 "H. 4.- HATCHED AREA IS NOT PART OF THE SCOPE OF WORK 5.- HANGING FIXTURES & FANS MUST BE SUPPORTED AS PER NEC 314 - 270/422 -18. 6.- CONTRACTOR TO VERIFY EXISTING CKTS, TO REMAIN AS PER SCHEDULE IN EXISTING PANEL. 7.- AHU SHALL HAVE BUILT -IN BREAKER. 8.- PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL BEDROOM BRANCH CIRCUIT OUTLETS (INCLUDING RECEPTS., LIGHTS AND SMOKE DETECTORS IN ROOM) AS PER NEC 210 -12. 9.- ALL SINGLE STATION SMOKE DETECTOR WITHIN THE HOUSE SHALL BE INTERCONNECTED AS PER NFPA 72 ART. 8- 1.4.1.6 10.- ALL SINGLE STATION SMOKE DETECTOR SHALL BE POWERED BY 120V POWER AND SHALL BE CONNECTED TO BRANCH CIRCUIT AHEAD OF ANY SWITCH. 11.- ALL SINGLE STATION SMOKE DETECTOR SHALL HAVE BATTERY BACK -UP. ✓/ L_ A -4 fug p `' / 2' EXIST. CONCRETE WALKWAY EXIST. CONC. WALK EXIST, CONCRETE AREA (POOL) /c" = — 0' NEW ,CONC. SLAB WITH SLA PAVERS TO EkS 0 00 _ TERRAC SEE NOTE #3. ELECTRICAL GROUND FLOOR PLAN PROPOSED RENOVATION ! / /// / 9/ NEW ROOF ABOVE EB N EXIST. FP &L METER, T 305 572 1 220 ST. Fx 30� 572 9161 ERNESTO RODRIGUEZ, P.E. MECHANICAL ENGINEER SEAL /SIGNATURE PROJECT y STRUCTURAL ENGINEER: MEP ENGINEER: ;U Phase : Dean B. LEWIS L ARCHITECT PE0058155 CA0009360 ESTEBAN SERRANO RESIDENCE 1290 NE 101st. STREET MIAMI SHORES, FL 33139 (305) 696 -7372 2 U ISSUE DATE OCT. 2003 DWN G.C. APPRV E.R. REVISION DATE /1\ 04/06104 OWNER REQUEST /2\ 04/28/04 OWNER REQUEST 0&19/04 OWNER REQUEST z w Dwg ELECTRICAL cc FLOOR PLANS 1- U Scale ale : 1 /4"-1' _0�� 1 J 1. 0 I Sheet No.: o E -1 0 1 PHASE: 1 0 MAKE: GE VOLTAGE: 120/240 V EXISTING PANEL "B" Type: EXISTING PANEL AMPS: 200 AMPS M AN BREAKER: NONE GFI= Ground Fault Interrupter NCL= Non - concurrent load REC.. Receptacle Ckt Lts= Lighting Ckt ST= Breaker with shunt trip T =Via timer IS= Isolated ground Ckt C= Via contactor SWD= On -Off Switching Duty rated breaker,as per NEC 240 -83(d) LV= Via low voltage transformer HACR= Breaker suitable for the protection of heating, A/C and refrigeration equipment No USE SPEC VOLT BKR AMP WIRE CONIC VA PHASE Ckt ► SPEC VOLT so WIRE AWG [OND VA A C A C dm El A EXISTING CU #1 NCL 240 50 8 3/4 8,97. • JACUZZI 2 ° EXISTING AHU -1 20 240 60 1,500 3/4 11,176 -�, 20 12 1/2 * • 4 GARBAJE DISPOSAL GFI 120 20 12 1/2 1,000 5 I G CIRCUIT GFI 0 EX T E * • • 16 _ SPACE SMALL APPLIANCES GFI 120 wim 12 1/2 7 7 NEW CU NCL 240 20 12 1/2 3,896 • • 8 SPACE 240 40 8 3/4 5,764 9 I kJ. � * 1 • 110 EXISTING CIRCUIT, - 120 20 EXIS EXIST 11 I I 20 12 IIMII 1 * • • 12 120 20 12 1/2 * 13 111!' EXIS EXIS EXIST EXIS * * '- * 900 13 EXISTING WASHER 120 20 12 1/2 1,140 • 114 50 i 3/4 11 15 15 17 19 EXISTING EXISTING MICROWAVE CIRCUIT, 120 120 120 20 20 20 12 EXIST 3,860 1/2 EXIST • 1,000 * • • '16 • 118 20 EXISTING OUTLETS GARAGE SPACE EXISTING REFRIGERATOR - - 120 120 20 15 21 -I 120 20 •II I * • 22 EXISTING CIRCUIT. - 120 20 EXIS EXIST NCL -� 30 120 20 •I • I * 120 • 1 24 1/2 1,000 21 kJ _ 15 �� • * * 23A 22 SPARE 120 20 40 6,000 23 • 26A 40 11 20 24 u. 25B EXISTING W, HEATER(IN GARAGE) 240 30 ** EXIST EXIST 4,500 • 26B • 11 26 SPARE 20 - -- - * 27A 1J: 120 20 • 28A 28 SPARE _111 20 20 • 29 SPARE * 27B NEW WATER HEATER 240 30 10 1/2 4,500 • I28B 1,000 „ 20 * 29A 4 4 -_ • ; 30A 11 15 • 34 * 29B EXISTING POOL PUMP 240 20 EXIST EXIST 3,000 • 30B - ,I 15 - -- - 31A 37 • 32A 11 15 I.II _11BION=111 * * 31B EXISTING CIRCUIT. 120 20 EXIST EXIST * 39 • 32B 1 Optional demand method as per N E C, Article 220 Section C (Table 230 -31). * SEE LOAD CALCULATION 1,961 sqf x 3va /sqt = 5,893 va ** CONTRACTOR SHALL CHANGE EXIST. 2P /20A Other Loads = 23,540va Q BKR, BY NEW ONE 2P/30 A, 240V BKR AND Future Loads = 5,000 va VERIFY EXIST, WIRING. Subtotal = 28,540 va A CONTRACTOR TO VERIFY First 8,000 va @ 100% = 8,000 va Rest 20,540 va @ 40% = 8,216va Subtotal = 16,216va A/C Load = 11,176va Total VA = 27,392 va Panel Load = 27,392 /240 = 114 amps . 40 PHASE: 1 0 MAKE: SIEMENS VOLTAGE: 120/240 V NEW PANEL "A" TYPE: G4242ML1225 PANEL AMPS: 225 AMPS MAIN BREAKER: NONE OH= Ground Fault Interrupter NCL= Non - concurrent load REC= Receptacle Ckt Lts= Lighting Ckt ST= Breaker with shunt trip T =Via timer IS= Isolated ground Ckt C= Via contactor SWD= On -Off Switching Duty rated breaker,as per NEC 240 -83(d) LV= Via low voltage transformer HACR= Breaker suitable for the protection of heating, A/C and refrigeration equipment Cot No. USE SPEC VOLT BKR AMP WIRE AWG COND SIZE VA P I Ckt USE USE SPEC VOLT BKR AMP WIRE AWG COND SIZE VA A C 1 GRAL LIGHTS & RECEPTS 120 20 12 1/2 * • 2 JACUZZI GFI 120 20 12 1/2 1,500 3 GRAL LIGHTS 120 20 12 1/2 * • 4 GARBAJE DISPOSAL GFI 120 20 12 1/2 1,000 5 SMALL APPLIANCES GFI 120 20 12 1/2 1,500 • 6 SMALL APPLIANCES GFI 120 20 12 1/2 1,500 7 NEW CU NCL 240 20 12 1/2 3,896 • 8 NEW AHU 240 40 8 3/4 5,764 9 kJ. kJ. • 10 11 GRAL RECEPTS, 120 20 12 1/2 * • 12 GRAL LIGHTS 120 20 12 1/2 * 13 BATHROOM RECEPTS GFI 120 20 12 1/2 * • 14 EXISTING AHU -2 240 50 6 3/4 9,176 15 EXISTING CU -2 NCL 240 20 12 1/2 3,860 • 16 J 17 4 • 18 ° EXISTING GARAJE DOOR 120 20 12 1/2 700 19 ° EXISTING DRYER NCL 240 30 10 3/4 5,600 • 20 ° EXISTING FREEZER 120 20 12 1/2 1,000 21 kJ _ u • 22 SPARE 240 40 6,000 23 SPARE 240 40 6,000 • 24 u. 25 jj • 26 SPARE 120 20 1,000 27 SPARE 120 20 1,000 • 28 SPARE 120 20 1,000 29 SPARE 120 20 1,000 • 30 SPARE 120 20 1,000 31 • 32 33 • 34 35 - • 36 37 • 38 39 - •- . 40 41 • 42 Optional demand method as per NEC Article 220 * SEE LOAD CALCULATION Section C (Table 230 -31). A RECONNECTED EQUIPMENT FROM LOAD CENTER 1,256 sqf x 3va /sqf = 3,768 va TO BE REMOVED (CONTRACTOR TO VERIFY). Other Future L = 17,000va Loads = 17,000 va Subtotal = 33,568va First 8,000 va @ 100% = 8,000 va Rest 25,568va @ 40% = 10,227va Subtotal = 18,227va A/C Load = 14,940va Total VA = 33,167 va Panel Load = 33,167 /240 = 138 amps, 0 RECESSED MOUNTED FIXTURE, VP 0 RECESSED VAPOR PROVE MOUNTED FIXTURE, 7 17 TRACK LIGHT SYSTEM FIXTURE. EXHAUST FAN ELECT. LEGEND (USE THOSE THAT APPLY) DUPLEX RECEPTACLE @ 18" AFF, U,O.N. QUAD RECEPTACLE @ 18" AFF, U O.N, DUPLEX RECEPTACLE ON F. FLOOR, U.O,N, SINGLE RECEPTACLE @ 18 ", U.O.N, GFI DUPLEX RECEPTACLE SPECIAL RECEPTACLE SAFETY DISCONNECT SWITCH PHONE OUTLET. PROVIDE MUD RING AND 1/2 "C STUBBED ABOVE CEILING, LIGHTING SWITCH @ 48" AFF. 3 -WAY LIGHTING SWITCH @ 48" AFF, DIMMER LIGHTING SWITCH @ 48" AFF. SINGLE STATION SMOKE DETECTOR W /BATTE BACKUP AND INTERCONNECTED. TIE TO BATHROOM CIRCUIT. ELECTRIC PANEL SURFACE OR PENDANT MOUNTED FIXTURE, KITCHEN HOOD IQ GARBAJE DISPOSAL 0 J -BOX I-0 WALL /PEDESTAL MOUNTED LIGHT. F---� UDERCABINET S.LIGHT FIXTURE. TV OUTLET ER = MEANS EXISTING RELOCATED. c = MEANS ABOVE THE COUNTER E = MEANS EXISTING TO REMAIN, R = MEANS EXISTING TO BE REMOVED. NEW A/C #3 CALCULATIONS NEW SPLIT UNIT 240V -10 COMPRESSOR CU -3: 10.9A HEATER CONDENSER FAN 0,9A EVAPORATOR BLOWER 3,6A TOTAL 15.4A TOTAL A/C = 15,4A x240V = 3,896 VA TOTAL HEATER = 5,764 VA NON CONCURRENT LOAD: USE HEATERR LOAD NOTE: RECONNECT EXISTING CKTS AS INDICATE IN PANEL SCHEDULES, 4,900 VA EVAP, BLOWER 3.6A x 240V = 864 VA SERRANO'S RESIDENCE LOAD CALCULATION AS PER NEC ART, 220 SECTION C, TABLE 230 -31 LIGHTS, S.A & LAUNDRY LOAD GENERAL LIGHTING (S.F. X W /.F) =3,217 x 3 = 9,651 VA SMALL APPLIANCE CIRCUITS = 2 x 1,500 VA = 3,000 VA LAUNDRY CIRCUITS = 1,500 VA OTHER LOADS- LIGHT, SA & LAUNDRY SUBTOTAL = 14,151 VA OTHER LOADS = 36,340 VA FUTURE LOAD = 22,000 VA SUBTOTAL = 58,340 VA FIRST 8,000 va @ 100 % = 8,000 VA REST 50,340 va @ 40% =20,136 VA SUBTOTAL = 28,136 VA EXIST A/C #1: LOAD = 11,176 VA EXIST A/C #2: LOAD = 9,176 VA NEW A/C #3: LOAD = 5,764 VA TOTAL A/C LOAD = 26,116 TOTAL VA = 54,252VA/240V = 226 AMPS TO EXIST 'FPL' POLE NEW UNDERGROUND SERVICE 3 #250 MCM THWN(CU) IN 2 -1/2 "PVC SCH, 80 (AS PER OWNER REQUEST) REMOVE EXIST, 3 # 2/0, (CONTRACTOR TO VERIFY). # 2/0 CONDUCTOR TO 20 FOOT SECTION OF FOUNDATION STEEL (SEE DETAIL OF CONCRETE ENCASED ELECTRODE) CHANGE EXIST 200AMETER BY NEW METER MAIN COMBINATION / W/ (2) 200A/2P/22 KAIC MCB 7 / 2 A A 1 #2/0 THWN(CU) 1N 3/4 "PVC TO CWP NEW HOUSE METER 400A,SOCKET 10,120/240V 6' ELECTRICAL SPECIFICATIONS 1.- OVERALL INSTALLATION: THE INSTALLATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC), THE FLORIDA BUILDING CODE (FBC), AND ANY OTHER APPLICABLE FEDERAL, STATE AND LOCAL CODES, 2.- CONDUCTOR CALCULATIONS: CONDUCTOR CALCULATIONS ARE BASED ON 75 3,- GENERAL: THE GENERAL AND SPECIAL CONDITIONS AND REQUIREMENTS OF THE CONTRACT AND SPECIFICATIONS AS WELL AS PLANS AND SPECIFICATIONS OF OTHER DISCIPLINES AND TRADES SHALL BE A PART OF THE WORK HEREBY SPECIFIED, THESE SPECIFICATIONS AND ACCOMPANYING PLANS ARE INTENDED TO PROVIDE FOR THE COMPLETE FURNISHING AND INSTALLATION OF THE ELEC- TRICAL SYSTEMS. TO PROVIDE MEANS TO FURNISH AND INSTALL. 4.- COMPLIANCE: WORKMANSHIP, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE EDITION OF THE NEC,NFPA,NEMA,ASTM, OSHA, HRS HEALTH AGENCIES, AND OTHER APPLICABLE NATIONAL, STATE, AND LOCAL CODES AND PERTAINING REGULATIONS ESTABLISHED BY THE RULING AUTHORITY HAVING JURISDICTION. CONTRACTORS SHALL ALSO MEET THE REQUIREMENTS OF OTHER STANDARDS WHERE SUCH REQUIREMENTS ARE MORE STRICT THAN THOSE STANDARDS CITED ABOVE. 4,- WORKMANSHIP: ALL WORK SHALL BE PERFORMED BY CONTRACTORS LICENSED IN THEIR RESPECTIVE DISCIPLINE. WORK SHALL BE DONE IN A FIRST CLASS MANNER, FULLY OPERATIVE, AND TO THE ACCEPTANCE OF THE ARCHITECT AND THE ENGINEERS, CONTRACTOR SHALL PROVIDE FOR ALL NECESSARY LABOR AND MATERIAL REQUIRED FOR THE COMPLETION OF THE WORK INCLUDING BUT NOT LIMITED TO RELATED WORK SUCH AS CONNECTION OF EXISTING SYSTEMS, EXCAVATIONS AND BACK FILLING, 5,- MATERIALS: CONTRACTOR SHALL PROVIDE ALL NEW MATERIALS OF AMERICAN MANUFACTURE, BEARING THE UNDERWRITER'S LABORATORY (UL) LABEL AS APPLICABLE. MATERIALS SHALL BE NEW, SUITABLE FOR THE APPLICATION AND ABOVE STANDARD QUALITY NORMALLY USED FOR THE PURPOSE AS CALLED FOR ON PLANS. SUPPLEMENTAL MATERIALS, PRODUCTS AND COMPONENTS NECESSARY TO COMPLY WITH THE INTENT OF THE CONTRACT DRAWINGS AND /OR SPECIFICATIONS, BUT NOT NOTED OR SPECIFIED ON THESE SECTIONS, SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED FOR THE COMPLETION OF THE WORK AT NO ADDITIONAL COST TO THE OWNER, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVISIONS AND COORDINATION OF DELIVERY OF MATERIALS, EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION SHALL BE TOUCHED UP AND REFINISHED TO FACTORY FINISH, REPLACED WHERE NOT ACCEPTABLE. 6,- PERMITS AND INSURANCE: CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, TAXES, INSPECTIONS, TESTS, FINES AND OTHER ITEMS AS REQUIRED FOR THE INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEMS AS OUTLINED HEREIN AND SHOWN ON PLANS, CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 7.- EXISTING CONDITIONS: BEFORE BIDDING, THE CONTRACTOR SHALL VISIT THE JOB SITE AND ASCERTAIN ALL EXISTING CONDITIONS WHICH WILL AFFECT HIS WORK, FAILURE TO DO SO WILL NOT BE ACCEPTED AS A REASON FOR REQUESTING EXTRA PAY WHERE THE EXISTING CONDITIONS RESULT IN EXTRA MATERIALS OR ANY EXISTING CONDITIONS FOUND BY THE CONTRACTOR WHICH WILL ADVERSELY AFFECT THE WORK SHALL BE IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETELY WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY, EXIST 3 #4/0 THWN +1 #6 GND IN EXIST 2 1/2" PVC (CONTRACTOR TO VERIFY) 10' -0" DEEP GROUNDING ROD - 5/8" DIAMETER EXIST. LOAD CTR 120/240 V/10 4 BKR 1P /20A, 1BKR 2P /40A 18KR 2P /30A EXISTING MAIN DISCONNT, 60A 10 60A FT FUSE 120/240V EXISTING MAIN DISCONNT. 200A 10 200A FUSE 120/240V EXIST TO BE REMOVED NEW 3 #3/0 THWN(CU) + 1 #6GNDIN2 "PVC (SCH -80) 8.- PLANS: DRAWINGS ARE BASICALLY DIAGRAMS INTENDED TO DEPICT APPROXIMATELY EQUIPMENT LOCATIONS AND ARRANGEMENTS, NOT TO SHOW EVERY MINOR DETAIL, PLANS SHALL NOT BE SCALED TO DETERMINE EXACT °C. LOCATION AND DIMENSIONS. 9.- INTERFERENCE: THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES SO THAT INTERFERENCE WITH EXISTING CONDITIONS, CONDUITS, PIPING, EQUIPMENT, ARCHITECTURAL AND STRUCTURAL MEMBERS BE AVOIDED, 10.- SUBSTITUTIONS: PRODUCTS AND MATERIALS CALLED OUT BY TRADE NAME AND /OR CATALOG NUMBERS ESTABLISH A STANDARD OF QUALITY, APPEARANCE, PERFORMANCE AND DIMENSION. CONTRACTORS SHALL BASE HIS PROPOSAL ON THOSE ITEMS AS THEY SHALL BE CONSIDERED AS A STANDARD BASIS OF BIDDING, REQUESTS FOR SUBSTITUTION SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT /ENGINEER, DEMONSTRATING THAT PRODUCT IS OF COMPARABLE AND BASIC DESIGN, CONSTRUCTION, STANDARDS AND WARRANTIES, DIMENSIONS TO FIT WITHOUT CHANGE, AND DOES NOT CAUSE EXTRA WORK TO OTHER TRADES, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EQUALITY OF SUBSTITUTION: ARCHITECT /ENGINEER WILL, UNDER NO CIRCUMSTANCES, BE REQUIRED TO PROVE SUCH ITEM IS OR IS NOT OF EQUAL QUALITY TO THE SPECIFIED ITEM, ARCHITECT /ENGINEER EXPENSES INCURRED DUE TO CONTRACTOR'S REQUESTED REVISIONS OR SUBSTITUTIONS SHALL BE PAID BY THE CONTRACTOR, 11,- RECORD DRAWINGS: MAINTAIN A COMPLETE SET OF PRINTS FOR INDICATING ALL CHANGES, USE COLORED PENS TO MARK CHANGES AT THE TIME OF EXECUTION AND DELIVER THE SET TO THE ARCHITECT /ENGINEER UPON COMPLETION, CONTRACTOR SHALL STAMP "AS BUILT" ON PRINTS AND PLANS, DATE AND SIGN IN INK. 1 2.- DATA /TELECOMMUNICATION SYSTEMS: F FOR DATA /TELECOMMUNICATION SYSTEMS UTILIZE A CONTRACTOR EXPERIENCED IN THE INSTALLATION OF COMMUNICATIONSYSTEMS AND CERTIFIED, BY BUILDING INDUSTRY CONSULTING SERVICE INTERNATIONAL, 13.- CUTTING AND PATCHING: MAJOR CUTTING, PATCHING & PAINTING REQUIRED BY THIS CONTRACTVWILL` Bt PERFORMED IN A NEAT AND WORKMANLIKE MANNER, ALL SURFACES SHALL BE RETURNED TO ORIGINAL CONDITIONS AFTER THE INSTALLATION OF THE EQUIPMENT. 14. -FIELD CHANGES: THE ELECTRICAL CONTRACTOR SHALL CONSULT THE ENGINEER BEFORE THE IMPLEMENTATION OF FIELD CHANGES, MODIFICATIONS OR ADDITIONS COVERING ELECTRICAL EQUIPMENT, ELECTRICAL INSTALLATION, DISTRIBUTION OF THE ELECTRICAL LOADS, ELECTRICAL RISER OR SERVICE ENTRANCE THAT DEVIATES FROM THE ORIGINAL SIGNED, SEALED AND APPROVED ELECTRICAL PLANS, PROPOSED ELECTRICAL CHANGES, ADDITIONS AND MODIFICATIONS THAT DEVIATE FROM THE ORIGINAL SIGNED, SEALED PLANS ORIGINALLY APPROVED BY THE BUILDING DEPT, WHICH ARE INTENDED TO BE INCLUDED BY THE ELECTRICAL CONTRACTOR IN ITS "AS- BUILT" DRAWINGS SHALL BE REVIEWED BY THE ENGINEER FOR A WRITTEN APPROVAL BEFORE THE CHANGES, MODIFICATIONS OR ADDITIONS ARE IMPLEMENTED, THE ENGINEER SHALL NOT BE RESPONSIBLE AND WILL NOT INTEGRATE FIELD CHANGES INTO THE ORIGINAL PLANS THAT HAVE NOT BEEN CONSULTED AND PRE - APPROVED BEFORE THEIR FIELD IMPLEMENTATION, THE INTEGRATION BY THE ENGINEER OF FIELD CHANGES, MODIFICATIONS AND ADDITIONS INTO THE ORIGINAL SET OF PLANS TO CREATE A FINAL OF "AS- BUILT" PLANS IS NOT INCLUDED IN THE ORIGINAL CONTRACT AND SHALL BE CONSIDERED AN OPTIONAL ITEM. 3 #3/0 THWN(CU) + 1 #6GNDIN2 "C EXISTING MAIN EXISTING DISCONNT, LOAD CTR. 60A 10 60A T, 1 BKR /2P FUSE 20A 120/240V 3 #3/0 THWN(CU) + 1 # 6 GND IN 2"C NEW 4 "X4 "X3' GUTTER NEW PANEL "A" 120/240V 225A, 10 42 POS, EXISTING. PANEL "B" 120/240V 200A, 10 32 POS. 1 0 U 4. ARCHITECT 100 NE 38TH ST. 1 MI. FL. 33137 T 305.572.1220 / Fx 305.572.9161 PROJECT STRUCTURAL ENGINEER: MEP ENGINEER: Phase w -J CO D U 1 Sheet No.: x } Dean B. LEWIS PE0058155 CA0009360 ERNESTO RODRIGUEZ, P.E. MECHANICAL ENGINEER SEAL / SIGNATURE ESTEBAN SERRANO RESIDENCE 1290 NE 101st. STREET MIAMI SHORES, FL 33139 (305) 696-7372 • a E2 0 E W� ISSUE DATE OCT. 2003 DWN G.C. APPRV E.R. REVISION DATE / 04/06/04 OWNER REQUEST / 04/28104 OWNER REQUEST O iu I 0 W c Scale : N.T.S Dwg: ELECTRICAL RISER & NOTES E -2 C) L E E ru 2 U ,< • - • 7 1 . , . " • ' . . . , ""- '• • ‘..5.• . c! . • ‘ ' Icc . . • . • \it , • •• • • „i - • . f ,a) f r; t' • • „. • 1(:)fi /V A vr- • 1 ,`”, -a • etir • - _ , • - e i t. , , ‘ , '. t , . -3. , ., , ta , 1 • . . - , • • „ :."•• • .• , ,..• . a . t • • • o • ; -- - "- • - ' • , • • • • ' 1 - c. 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Cora, (‘% 11.-e NJ S r '4 r Lcs .S•T a V 4 , 1 ■• \() 1 2' f S(. , let ; ( L A r (1 t . 0 ; I 4" 1 7 • r e. a t V I R00 <1 0 ■ • * • z 4. 1 -.■ t C.? cC.Tt 0 NAV r'" e 14 (- it- t (,,v 4% C. ; elo l•••••■••■■•0■14 • , , 0 0° • (Z. „ t...0 I i0A.1 p e Li r "s T La v ex-4. O.A.D. File: T: 019 . ukrk - Qe, Original Date: 02/05 / Icpo Field Date: 02/02/1 O j90 Original J.N.: LOCATION JV1AP Scale: 1" =1 4 -' In N. E. i0-i-s t Lot ), Block i (42 -40) Tract "A ", GORDON TRACTS, according to the Plat thereof, as recorded in Plat Book 55, at Page 20, of the Public Records of Miami-Dade County, Florida. Property Address: 1290 NE 101 STREET MIAMI, FL. Flood Zone: " AE ", Community Panel No. 120652 -0093 Base Flood Elevation: 9.00' Map Revised: March 2, 1994 LEGAL DESCRIPTION FOR THE BENEFIT OF: JULIO ESTEBAN SERRANO AND GLORIA SERRANO WELLS FARGO HOME MORTGAGE ATTORNEY'S TITLE INSURANCE FUND, INC. KRAMER & GOLDEN, P.A. SURVEYORS - MAPPERS - PLANNERS 300 S.W. 107th Avenue - Suite No. 214 - Miami, Florida 33174 Voice (305) 551 -6000 - Fax (305) 221 -1239 E :Maul : mprats@bellsouth.net Certificate of Authorization No.: 4249 The above BOUN SURVEY', represent the herein described property and t was completed under my supervision and or direction, to the best of my knowledge and belief and it also meets the Minimun Tecnicd Standard set forth by the Florida Board of Surveyors and Mappers, persuant to Section 61g 17. 9.003. Ronda Statutes and implementing Rule. Ronda Ad ninishative Code BURVEYORB NOTES: ) The above coptoned Property was surveyed and described based on the above Legal Description furnished by Client. 2) This Certification is based on a Furnished Trite Commitment for Tile'ruuronce Issue by LAWYER TITLE INSURANCE CORP. (there is not Commitment No.) and it reflects the Easement shown on the obove 'PLAN Of SURVEY'. 3) The may be additional Restrictions not shown on this survey that may be found n the Pubic Records of this County. Examination of ABSTRACT OF TITLE will have to be mode to determine recorded iratnrnents. w any affecting this property. 4) Ownership subject to OPINION OF TITLE. 5) Type of Survey. BOUNDARY SURVEY. 6) Location and identification of Util es and or adjacent to the property were not sewed as such information wos not requested. 7) Unless otherwise noted, this Firm has not attempted to locate Footings and/or Foundotioru (underground). 8) This PLAN OF SURVEY, hos been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party, 9) if Bearings shown they are based on: R.2C Y" e54 Plat (SE' - 2o) ELEVATIONS NOTES: (IF REQUESTED AND SHOWN) 1) 0.0' Indcates existing Elevations 2) Elevations ore referred to the National Geodetic Datum. 3) BENCH MARK (Used) B.M. No. D - �2 localian: u • g • (O th IN \I E • r I.I . E. c ; t-) 5T • Date: 09/ IJ / Date: 0703 72003 REVISIONS J.N.: 1377x5 J.N.: 158 J.N.: J \Wa 4-o' '.I.o-.e.I.o 1 rt:A2l IIII MARIO PRATS JR. & ASSOCIATES, INC. Date: Elevation: B.74 Feet THIS NOT A VALID CERTIFICATION WITHOUT THE BURVEYORB ORIGINAL SIGNATURE AND RAISED EMBOSSED SEAL PRESENT. o' • Ad •hy Pot • fa33de. N. • North E • E� W. . Wad s SoNith A. .Ac A. • • De lo • Tor • s E C • SocNoc r,,,P • Tc.r.ro €, • Parise B.N. • T an M s Jr. Profession. - eyor an Mapper No. 3332 Stategf orlda An an[VUT ONO Pod Nrrroreri %Irc.*Mpnl• PCP • Por,ncee Control Pori poe Pori Cf PC Pont d Cv. ar..e PT Pont d toryerr FRC Pcri of Re ra, Ca,c0 caz Comm Block srr.cn.. Carr. • Comm s..k $O Wok CA. Carle** M� Morurlri lie Ercr. E n•cM.eri Cot. .car.t THIS NOT A VALLaCERTIF,CATION WITHOUT THE SURVEYOR'S ORIGINAL $LGNATURE AND RAISED EMBOSSED SEAL PRESENT. BISCAYNE BAY 1 T•\ Eockups \ Mario \ amipra \ doc \ sk etdcub sum Update on: 5/2/2002 16. Ficus Trunk: 3`0' (DI a. ) Canopy: 25' (01a. He l gh t: 25' 30.95' 53. t • -� .1 /.3_ 15.7' aI Conc. Area Mater Heater 35. 60' 23.55' • m ,. • 33. 20' 38. 20' 2- STORY -C. B. S. 18. 00' I. 70' Conc. Driveway 0 Water Meter Wood Pole Mood Pole Tract' B' (55 -20) Found 5/8' Iron Pipe.., No Cap Found 5/8' Iron Pipe No Cap Found 5/8' A° .Iron Pipe` • . No Cap • • , '; • k r Found 5/8' '•Iron Pipe No Cap C.B. W a l l (4' high) P L A N O F S U R V E Y C.B. Wall (3' high) Lot 1, Block 184 -A (42 -40) NO0' 09' 06' N 110.00' Co l uin Sc ale:1' = 2O' NO0' 09' 06' W i45.45' C.B. Nall (6' high) 21.25' A- 90'00' R- 25.00' - A 27' Found 5/8' Iron Pipe No Cap 17.1' V Found Drill Hole O-- Found 5/8' Iron Pipe,. No Cap 1 50' N 13th AVE --O 4 I Ili, MARIO PRATS JR. & ASSOCIATES, INC. SURVEYORS - MAPPERS - PLANNERS 300 S.W. 107th Avenue - Suite N o. 214 Miami, Florida 33174 Voice (305) 551 -6000 - Fax (305) 221-1239 CAD FCe T: De - RR Original J.N.; Sheet 2 of 2 LOAD TABLE FOR WINDOWS MARK DESCRIPTION WIDTH HEIGHT SO. FT. POSITIVE PRESSURE P.S.F. NEGATIVE PRESSURE P.S.F. GLAZE. IMPACT ZONE PRODUCT APPROVAL 0 DOOR 0 SINGLE HUNG 19" 38.375" 5.06 +58.00 -62.9 3'16" ANNEALED (4) ANCHORS PER SIDE NONE I NT. Q N OA# 0 ?. 041 .13 0 FIXED GLASS 37" 50.625" 13.01 +58.00 -77.6 3/16' TEMP. NONE END NOA# 02- 0701.08 O HORIZ. ROLLER 53.125" 50.625" 18.68 +55.7 -73.0 (a) ANCHORS HGT. (6) v ID. NONE END NOA# 02- 0419.12 ® SINGLE HUNG 1 9 ' 38.375" 5.06 +58.00 -62.9 3;16" ANNEALED P E R NONE INT. NOA# 02- 0419.13 O HORIZ. ROLLER (3) 37" 38.375" 29.58 +52.3 -56.9 3;16' ANNEAL. 3) ANCHORS HGT ;4) ID NO INT. NOA# 02- 0419.12 0 FIXED GLASS (MULL. RED (2)30" 80" 33.33 +50.08 -55,5 1/4' LEXAN IMPACT INT. NOA# 03-0618.06 ® FIXED GLASS 41" 80" 22.78 +52.3 -68.4 7/16' LAMINATE IMPACT END NOA# 03-0618.06 0 FIXED GLASS (MULL. REDID) (2)30" 80" 33.33 +50.08 -55.5 1/4" LEXAN IMPACT INT. NOA# 03-0618.06 11 FIXED GLASS (MULL. RED (2)30" 80' 33.33 +50.08 -55.5 1/4' LEXAN IMPACT INT. NOA# 03- 0618.06 12 FIXED GLASS 41" 80" 22.78 +52.3 -68.4 7/16" LAMINATE IMPACT END NOA# 03- 0618.06 13 FIXED GLASS (MULL. REDID) (2)30" 80" 33.33 +50.08 -55.5 1/4" LEXAN IMPACT INT. NOA# 03- 0618.06 14 HORIZ. ROLLER (4)37" 72" 74.00 +50.08 - 3/16' TEMP. DPTICN C NONE INT. NOA# 02-0313.10 13 HORIZ. ROLLER (4)37' 63' 64.75 +50.08 -65.5 3/16" TEMP. NONE END NOA# 02 0313.10 18 FIXED GLASS 37" 63" 16.19 +54.7 - 73.3 3/16" TEMP. NONE END NOA# 02- 0701.08 fl FIXED GLASS 37" 63" 16.19 +54.7 -73,3 3/16" TEMP. NONE END NOA# 02- 0701.08 18 HORIZ. ROLLER 74" 63" 3238 +50.08 65.5 1/4' T EMPERED s) ANCHORS !icr. (6) HID. NONE END NOA# 02-0419.12 19 HORIZ. ROLLER 74" 38' 19.53 +54.7 -59.4 1; 4" - EMP£RED (3) ANCHORS HGT. (6) N ID. NONE INT. NOA# 02- 0419.12 0 HORIZ. ROLLER (4)37" 72" 74.00 +50.08 -55.5 3/16" TEMP. NONE INT. NOA# 02- 0313.10 © FIXED GLASS 37' 38" 9.76 +58.00 -77.6 3/16" TEMP. NONE END NOA# 02- 0701.08 © HORIZ. ROLLER 74" 50.625" 26.02 +55.3 - 7 2 4 1;4' - EMP£RED a) AN HcT ( 6) / IC NONE END NOA# 02- 0419.12 4) HORIZ. ROLLER 74" 50,625' 26.02 +55.3 -7 4 rd' - EMP (4) ANCHOR HGr (s) I . NONE END NOA# 02- 0419.12 0 FIXED GLASS 37" 50.625" 13.01 +58.00 - 77 . 6 3/16" TEMP. NONE END NOA# 02- 0701.08 ® HORIZ. ROLLER 37' 50.625" 13.01 +57.1 -62 9 3;16 ' ANNEALED (4) ANCHORS PER SIDE NONE INT. NOA# 02-0419,12 © HORIZ. ROLLER 37' 38.375" 9.86 +58.00 -62,9 3116' ANNEALED (3) ANCHORS HGT. (a) v lc. NONE INT. NOA# 02 041 9.1 2 HORIZ. ROLLER 37' 38.375" 9.86 +58.00 -62.9 3'16' ANNEALED ANCHORS HGT. (4) NONE ID. ONE INT. NOA# 02-0419.12 ® HORIZ. ROLLER (4)37" 38,375" 39.44 +53.8 -69.3 316' ANNEA,EO NONE END NOA# 02- 0313.10 0 FIXED GLASS 37' 38.375" 9.86 +58.00 -77 3/16" TEMP. NONE END NOA# 02- 0701.08 NOTES: -201 " ALUMINUM HORIZ, SLIDING = 3/16" TEMPERED SERIES ' HR OPTION 'C' LOAD TABLE FOR DOORS MARK DESCRIPTION WIDTH HEIGHT SQ. FT. POSITIVE PRESSURE P.S.F. NEGATIVE PRESSURE P.S.F. IMPACT ZONE 0 © DOOR 37-1/2 80" 20.83 +52.3 -56.9 IMPACT INT. 10 DOORS W /OUT S!DELITE 72" 80" 40.00 +49 -54.4 IMPACT INT. i i 3'- BATH CLO. BATH CLO. f SCALE: 1/8' = I' -0' 23' -44 GARAGE 20' -8" 23' -4" 6 ' -9 6' -9' BEDROOM 3 C_1 21' -4' BEDROOM 2 BEDROOM 1 12' -10" UPPER FLOOR PLAN CLO. KITCHEN 14' -8' DN. c7 Ak 13' -3' STAIRS 6 LIVING ROOM 10 -2" 50 _ 29' -8' 2' -4' 3' -1" 6' -10" MULLION NOA# 01- 0323.02. (VERT.) MULLION NOA# 01- 0323.02. (VERT.) 6 -7-4 4 SCALE: I/8' = 1 - 0 ' CLO. DINING ROOM FLORIDA ROOM 6 29' 56' -8" TOILET i UN. BATH I , TUB ' -7 MULLION NOA# 01- 0323.02. (VERT.) CORRIDOR W.I.C. it it GROUND FLOOR PLAN SHOWER J 4 MASTER BEDROOM PRODUCT CONTROL APPROVAL I. ALUMINUM FIXED WINDOW, SERIES '3000'- IMPACT RESISTANT BY RW ARCHITECTURAL. N.OA • 03- 0618.06. 2. ALUMINUM HORIZONTAL ROLLERS, SERIES 'HR 110' - NON- IMPACT (REGULAR), BY PGT INDUSTRIES. N.O.A. • 02- 0419.12 3. ALUMINUM HORIZONTAL ROLLERS, SERIES 'HR 201' - NON - IMPACT (REGULAR), BY PGT INDUSTRIES. N.OA• 02- 0313.10. 4. ALUMINUM FRENCH DOOR(S)11.1/OUT SIDELITES, SERIES 'SWD -101' - IMPACT RESISTANT BY PGT INDUSTRIES. N.OA •02- 0101.12. 5. ALUMINUM FIXED WINDOW, SERIES 'F -6000' - NON- IMPACT- BY PGT INDUSTRIES. N.O.A. • 02- 0101.08. 6. ALUMINUM SINGLE HUNG - NON - IMPACT, BY PGT INDUSTRIES. N.OA 6 02- 0419.13 1. Ix HEAVY WALL ALUMINUM TUBE CLIPPED MULLION - IMPACT- BY PGT INDUSTRIES, INC. N.OA • 01- 0323.02. 6' -2' \ \ GENERAL NOTES: • TWO STORY (20' HEIGHT) • EXPOSURE 'C' • 146 M.P.H. WIND VELOCITY. • KD. =1.0/ I =I.0 • A8CE 1 -98 WIND CODE. • BASED ON TRIBUTARY AREA, 48 SHOU.N. CONTRACTOR TO VERIFY DIMENSIONS. • FOR EGRESS: THE MIN. CLEAR WIDTH REQUIRED IS: 20', THE MIN. CLEAR HEIGHT REQUIRED IS: 24', AND A MIN. CLEAR OPENING OF 5.1 SQ FT. • THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 42' APP. (ONE EGRESS TYPE WINDOW TO BE INSTALLED IN EA. BEDROOM). • REGULAR a' TEMPERED SAFETY GLASS, CAT.II e BATHROOM W(NOOWS. No , III * N Project 'ride: Mrt H o Lu cc o � � cn - Uj rn W M O cc 7, W zcn N < WINDOWS AND DOORS Date Date: APRIL 14, 2004 W1 Approved: REVISIONS Drawn. Adriana B. Guerra Project Number: 2004 -W2 By 1 OF2 13 EAST ELEVATION SCALE: 1/8' : I' -0' LLION NOA# 01- 0323.02 (VERT.) _.aaaaaaaaaaa.,x.. �,..�aaEaaaua.aaaaMaaaaaau:a.. ■. _ SOrrUarar\rr\■ SU SUMMO■\a\rrr\rr._ mommismimmememmommomommommommpsimmummma ■■■■■ ■■■■■a■■■■rr■OMrrararr■■rrr■■a ■MMMr■:aa..rrMMMMUrrarraaa■/ - .aaaa.\Aaa\aaao■a:.maa. ■ rTiaaaaaaEMaaINaa\\aaAa - 0 •■■■■■■■■■■■■■■■■■a■a■■■■.-- "..11M■■rrw ■■Maur\■..■ ■r■ra._ -.. Or■■■■rrMrar■■raraMrraaMO._ mOMOMMrMaraarr■aarraarrar._. .rMrrr■■M■ra■MMrrra■Mrrrr._ = aaaraaaaa■rraa■ra■aaaaraa._ .0 ■rr■■■MMraaMMMrra■Mrr■■■.._ Alb SOUTH ELEVATION SCALE: 1/8' = 1' -0' �iiaaaaaa- �.a"uaaaraaaa�.aa._ .Mla.laaaal.aaraaaaaaa.aa.._ rail oii ommumi mmomiiu mi mar._ roue■ ■u■ urea■ u■ uru■ ur.. r: r. ...�.................�.��..,.._ ain rrrrr ■■rumwswa M ■■ araMr■rarMMrarra .■iM ■rrrrraa■M■ ■ r M■ rr aa■ ■■M■■■MrrMMMrtiMMrrrMMMrraM■MrS .. ir■ MM■■ r■■ M■■ M■■■■■ r■■■■ Ma■■■■■■■■■■ Mr■■ rrM■■■ ■rM■■■Mr■■rr■■■■rr■■■Mrrr■■MMr■ r■EMM■MM ■■r■ ■rrrrr■■ ■■■■M■■ rrrarara■■■a■■ MMr■■rr■a■ ■MM■■■MrrrMr■■■■Mrrr■■Mr■■■M■■M .■ iir■■ M■■■■■ M■ rMMrr■■r■■■■■ M■■■ rrrrarar■■a■ M■■■rr■■rr r■■r■■■■rM■Mrr■■■Marraa■Mrr■■M■ . Mirrrr■■ MMrM■■■■■■■■■■ r■ MMMM■■■■■■■■ rr■ M■rMMMMMr■■■■r■rrrr■rMrM■■■■■■■ ■■■arr■■■■r■Mr■■S _.r�MMrrrrra■M■■a■MMrr■ rrrrr■■■■■■■■ rrrrr ■■■■■M■M■MMMMMMMMarraaa ■M ■M U...MM■MM■rrrarMrrar■MMrr • ■•■■•■••■•■IMIIMMIN/M1■1111111 MDMOMMMIIMIDEMAMINIMMTMMMININIMMEIMM MOM, MID ---- - - - - -- ---------- MIAIMMINMI IMAM MINNIMMINIM =========== = = = = == - - - - -- ■ _ - - - - - - _ss =zssr 5 �- s------ - -- - - °- ---- --- ∎•∎ ∎• ■■ mss ■ • - � MI • M. MO • • NORTH ELEVATION SCALE: 1/8' : rrirr aaa■■ ■M■MMrrrraarssr■MMMMr . rrarrraa_ .aiarrr■■ ■ ■ ■■ rrrr ■■rrr.sr■MMMMrrarrr■M■M■aM■■r__ .■i ■■ar ■ ■ ■ ■ ■M■ \rrrrrr\ / ■ ■ ■ ■r■ \rrrr\\ ■ ■■ ■rMrrrrrraa ■. r■rrrrrrrrrrrr\ ■r ■ ■ \ ■SirMMMrrarrrarrrMMMMa ■ ■r■ \rrrr \rrrrr. MMMM _ . IQ* 4 11111 I r. . U■■ Mrr rMra MMMM■a rrMaa M■a■■ MMrrrMrrrr■■■ra■ r■■■■ ■MMrr■M■a ■a■MMrMMMraaM■aa ■a■■.. ■■ MMrrrrrrra■■ MMrrrrrrra■ MMMrra r\rrraar■■■■■ MMr\■ ■rrrr■\■a■■r.UMU\\arr■r ■r■.M■._ I MOSOMOM M E B Ai ' u.- vru■■ uuuuu■ uuuruu■ M■■■ u■■ uua■ u■ uar uuu rrrurrrrrurraau:raaaaaaaaa. rr ur■ MMMU■■■ u■ u■ cur■ uu■ u■■ u■ u■ M■■ urrr uu■■r ■■■uuuu- aaaam:raaaaoraaaaaaaaE■- ■rrrrrrrrrrrrrrrrrrrrr\rr■r■rrrrr rrrrrrrrrrrr■rrrrrrrrrrrrrrrrr. ■rAma\aaraarararaaaaa.\aa.\aaaa Mr■ u■■■■ uu■ r M■ rru■■ u■ uu■■ •uM■ u■■ u■ u••ur•rs, aaaaall .amsnnu.aaaaaam.m.aaaaa\..� 17 im MULLION NOA# 01- 0323,02. (VERT.) O ■aa\a\aaaw.aaaaa ■aa \ \a \a \rrrrr \ \r.. . �iaaaaaaaaaaaaaaaaaaaa .aaauaaaa\■aaaa...- .ammmmnmaa mnmmmmmmaa iii mnmmmn _ ra a\.aaw._._ il. aa\ aaaaaaaaaaaaaaaaaaaaaa \aaa ■aalalaa �aaa.alaaaaaa..._ WEST ELEVATION SCALE: 1/8' : 1' -0' ■rr■■ r■ ■rr■a■r■rrrM■aa■■Mraar■rMrrrrr, ■■ r■■■■ ■rrrr■rr■■r■rrr■■■■■rrr■■■r■r. ■r■■■■ ■rrra■■■■rraa■■r■■MMrra■r■arrr■ ■■■■ r■ ■ra•MrrarraRMMrrrrrrr■MrraaarPP ■-■■ ra ■rar■MMarr■■■MMMrrrrar■■rrarr■r ■■■. a .rraMMrrraraM■Mrrrarrr■Mrrrrrar ■■■■■ ■■.a.■■ ■rrrMMMrarrrMrM■Mrrr■■M■ MULLION NOAH 01- 0323.02. (VEAT.) U U z z No W2 N I Project Title: REVISIONS ELEVATIONS Date Date: APRIL 14, 2004 Drawn Adr'ana B Guerra Approved Project Number 2004-W2 By 2 0F2 F.B.C. 2319.172.4.2, FOR TRUSSES HAVING AN OVERALL LENGTH OF THE BOTTOM CHORD IN EXCESS OP 35 FEET (10.7 tm) OR 8 FEET (1829 mm) OVERALL HEIGHT. ERECTION $HALL BE3 SUPERVISED qY EITHER A REGISTERED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT RETAINED BY THE CONTRACTOR. ALL TRUSSES SPACED 24" O.C. UNLESS OTHERWISE SPECIFIED NOT ID LABELING TRUSSESIS A SERVICE, NOT A REQUIREMENT. ENGINEERED DRAWINGS SUPERSEDES L.A8EUNd OF TRUSSES. IT IS THE RESPONSIBILITY OF THE BUILDER TO UTILIZE ENGINEERED DRAWINGS WHEN ERECTING THE TRUSSES. 3/16' = 1' -0" ROOF TRUSS LAYOUT UPLIFT CONNECTIONS TO TRUSSES AND GIRDER TRUSSES IS THE RESPONSIBILITY OF THE ENGINEER, ARCHITECT OR G.C., NOT THE FABRICATOR. 00 NOT CUT OR ALTER TRUSSES BEFORE NOTIFYING AND/OR APPROVAL IN WRITTING BY BEST TRUSS CO. ALL NECESSARY REPAIRS TO TRUSSES MUST BE REPORTED TO BEST TRUSS CO, WITHIN 41 HOURS OF DISCOVERY. TRUSS LAYOUT IS A PLACEMENT PLAN ONLY. REVISION OF THIS SHOP ORAWING SV PROFESSIONAL ENGINEER IS IN COMPLIANCE OF POUCV NO. S METRO OAOE COUNTY SLIILOWd AND ZONIND OEPARIMENT EXCEPT FOR ALL BU1L01NO COMPONENTS NOT FABRICATED SY BEST TRUSS CO. REFER TO ARCHITECT OA ENGINEER FOR COMPLETE CORRELATION OF THE INFORMATION PROVIDED IN THIS SHOP CRANING WITH ALL OUTER TRADES, STRUCTURAL BEAMS, WALLS AND FOUNOATION REQUIREMENTS OF THE F.B.C. ASCE 7 - TRUSS LOADING CONDITIONS ROOF TRUSSES FLOOR TRUSSES TOP CHORD LIVE: TOP CHORD DEAD: BOTTOM CHORD DEAD: TOTAL LOAD (PSF) LUMBER STRESS INCREASE: PLATE STRESS INCREASE: EXPOSURE CATEGORY BUILDING CATEGORY WIND DESIGN VELOCITY IMPORTANCE FACTOR WIND LOAD DURATION FACTOR HANGER MANUF NOTE: NORMALY ALL TRUSSES ARE SPACED 24" O.C 30.0 TOP CHORD LIVE: 15.0 TOP CHORD DEAD: 10.0 , BOTTOM CHORD DEAD: 55.0 TOTAL LOAD (PSF) 1.33 LUMBER STRESS INCREASE: 1.33 PLATE STRESS INCREASE: HANGER LIST HANGER ID ALL UPLIFT CONNECTION TO TRUSSES AND GIRDER TRUSSES IS THE RESPONSIBILITY OF ENG., ARCH., OR GENERAL CONTRACTOR. * *ATTENTION BUILDER ALL DIMENSIONS OVERHANGS, PITCH, ETC. TO BE CHECKED BEFORE ORDERING TRUSSES IT IS YOUR RESPONSIBILITY TO CHECK OUR TRUSS PAN �\ c TRUSS I D SPECIAL HANGERS BY PURCHASER OF TRUSS PACKAGE. PLEASE REFER TO INDIVIDUAL ENGINEERING SHEETS FOR NUMBER OF PLIES AND NAILING /BOLTING PATTERN REQUIRED FOR GIRDER TRUSSES. SET -BACK FOR HIPS, ETC SHEATHING UNDER ALL VALLEY SETS BY BLDR. • • N/A N/A N/A N/A N/A N/A C EE 146 MPH 1.00 33 !!! IMPORTANT NOTE !!! ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS CO. FOR LOSS OF TIME OR ADDITIONAL CRANE USAGE. BEST TRUSS CO. WILL 8E RESPONSIBLE ONLY FOR REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE WITH MANUFACTURING DEFECTS OR DO NOT CONFORM TO APPROVED LAYOUT TRUSSES ARE DESIGNED IN ACCORDANCE WITH F.B.C. CODE UNLESS OTHERWISE SPECIFIED '74; r e6 . 0 c `t kti.h cti .v. ._ tillo. . y 8 _r t- L3 I- Cr. U Cr; W r3 - : - . ., •< r3 LU ej cr) - - Si Z ; II .. LW LW Z ! IL 00 I 1g 1< U 2 J m J 1J 0 C C 3 F- i-SYtLL WF 0 3'I�'=Otv2` -� � �. - wOV' jI U O'sJ Y " �j- Z F -`t - 9 ~ -' 'J -4 1 4 4 o � w �� — w r< -h F� "L�tn p } - O V) 2: F Z QOs Q 00 w QO � � I ..O U • , � E J D 617. L � 3 • }_ • 2a, WS -O ( Y � cc �tl ,c c= (10 OcCU.4cco_ • • • 9 :7 re, • '7 k �WM'�` ,'ur WYYfi:u..t JJiatihY� i i Ji n I1i6a1A1 <L «d I 01111� ' FY EXISTING POOL DECK NEW' POOL DECK (1400 SQ.FT.) WATER INLET FROM POOL. RETURN L. r t„. - nic tH' # AN1)/ BEARING CAP tItsl,F,LLIJ000C'INGpROOFED', 6 oocii wIsTi4A04kEN- STRENGTH voTHIN 2 !$ ' :'•"• OATC‘ (E-8-`'DE 50 FEET N'ThiAlt:S MEN A 4.* 11 t,PCkrEt) A8 CONTRACTOR .'14%-tr 401` WIT1.49' LIHT' 14"-DER WIF38 " si-rALL 6E KSF ■f% . PUMP 140TO soup COP' oR HEATER) Acay OF EtrEvAn, tvATES. ThfR coN ,DessivE, &004.3. AND EQU 014 OR • sANO. AN 01TION STREN _ tEv ,Ft009 OTION IN' ri4 LP CQMr'` • coSING„,. , NOTIFY = 44ALL c010/1!1q--. 1114 97E14- THE t- AT TIN MPS — sPE • .00 P_ d•--8O 714 sc.,- • .. . ri. $tiA -; , ,,iimIN9-,- •• -,., po-rAetE, E t N A-itl 1 ik4000 /6 A4'STtiv- A61 'GRADE ()';' ; ''• l:4-14" titi-ilt kt fit? OF TH E r '' I,* tkicAL SE8VICs*TCH Al - A .',.isfALLATION- Ot-,f); Eq110-' if,s.QuATE Evi.-aiscositsitc.10,,,cE POINT ' AU P0-, ' • is,1,L' 6E - •' ijLE- 77"1.' - - GROUN ETC. pE, ••` --i4 or THE LecATION 1-. RE - ' SHALL 81E ; ..* -'"-notei 1:30E1,11k-rtoNAtt E1- E F0( THE ' 7`;;00t. EQU ; . ' 01- QuN'T NE# BiLt1' .,4-v+ APPROP,.., sHALL GE At4C,, "TtkipThilToRES i • - r 00. CiNQ SH--..- ,,- vo sci:ip ;'., GROUN 'retRIC • . - 61:k CONCq'''`. ;s: sTkEt.'cyl; 'FoR u'SE Rt:SS:IINSTARcEN:c:0GTRTHEO: 7:1.1A' isiINo:D8 11:),:1?:,:tii51 CO ,„ ,..DATIO IpmENT , , - - " 1% t. • QuIREMENYS -1).RNISI-t -r"*77, pROVIOc, Art .4w1 Tc4.1 SE- Y ' - ,, Ai) RAILS SHALL I Eiu •1 PUMP ge mic8 sHAtiowNEct,s:Nti,nistiE,I. c‘ woo OgN.:coRROSIVE ,ov -flit RE94.!..i.., R coNDUI I., IRD AS EE ,1*:•HA,-' PATIO cONkg:rEt AL B t IN A. , ,suflit fiNC8EIDUIRE,ME ,,ec,mps; Au, P :- - • ........,A1„ 3117, ..-NruiCuy ..-n..e cQ0t , -----, --... __„.„.....,x,A 1,,;:.. 4:iwt4Eft SY- -- TAI % ' ' 'tt TER DiSrv?.- E' k $C44- kt. OAN" vi--P--(' ' TA-R1TE MAlc..r. is p061- vA -.. Ali pRoY1D I IN, AcCQ,8 .. - 3 L - --'' - 5 '../ 112ANSFQRLIER JUNTIOH 80)i niICK.' i yri : 111j5C OtIT: I PNctiLIATICALLY PLACED CONCRETE (3 t r o O P P 451 6 9,01 8 1 . 0 9r To ( m C0 ( fi rv Al.. ) 0At) 80TIOLI,Or POOL : 8 • ", REINFORCING : 3 0 9" EW (CORAL GABLES) POOL. SECTION' ,,,„ 11--VORTEX GRATE ' ( v orwil6A8c;R2Alcii, o.e. la! to 24" •POOL 0QT 10 - - 20 MAX.. • - ..; •. • • • • I CONDUIT , f # 3 8AgS EW , . , -7. • -, 300 WATTS- VOLT, REMOVABLa' . , UNDERWATER LIGHT OR DRY NICHE! , ‘ uctit C ., . , ., 1‘ .. • , _ - . , , ' WATEIt UNE 141014 GALV.CHAIts1 • UNK k4ESI-4 WIN 2"` (MAX.i` „ pLIME1,AOLE G170 ' W'AtER 41-1 VACE lilt . Ad.i;itio ,T6,1 4s CONCRETE (TYP) <-, ew•W, ip qtes t , 5 A • .7t .•e• 4 ,„;4 c ,1•;''-'1"* - - • ; r 5 -••5 -•„ --`• .C 4 ' r CC y:1