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(-) 1 /2,2oeR 349 ( 13.42 I 49 24t) (6:1011,.b_ --r Luott) #tJCL I LI-9 <e? . 3 Sr i MIrNI NOTED t IN Four .d Iron of -.I �:sc a - PIN& CAP LE4789 F13= 3ac_. :. ?\.WENT CONTROL PC :NT 134789 aE pit= PROPERTY LINE. Opt= ON LIN = 4.E. VIM WATER METE PP= mw= Dr1t c W:RE FENCE= • 1 'dX Voic-Go 'en C 2)S t"t�iS • �J : `1 a t � 1-4 e. \d2 SO Ei2•r3::Ct:s �as.'�.4•: C5\1 S m 1 a- ti :1.p Yam OF MIAMI SHORES SECTION NO. 3 BOUNDARY SURVEY 1 t•EREBY CERTIFY That the save,' represented hereon mce=i the . ry.num lechn.car re.J,...rerrentS acopted by the STATE OF FLOF: Board of Land Sur.eyors pursuant to Sec :.on a: 1.027 Ft4/•01 Tneris ars no encroachrnerus, c.erta ?s. easements apceu.n3 on Ine plat cr •.s Ate easements other Iran AS Sho..n isercon • 1 1 - Tar N . J . t o•Y►+ Survey for: Ruth Polley, 935 N.E. 95th St. Miami•Shores,3F1Orida 33138. LEGAL 3ESCA ?7.1:CV . (F;:rn :shed Cy Ci:ant) LEGAL DESCRIPTION: LOTS 20 and 21 BLOCK _ 76 SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1 AT PAGE 37 OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. BLANCO, DANIAL & ASSOC. INC. Land Surveyors • Planners NrIrt.h Shr rp Dri vp .11 BEACH Florida 33111 (305)565-1200 G•v• P1114.1 a - 101 A C f 0 Ir -6' L R POOL 3' 10 5' -9' TO 3 DEEP POOL DECK 0Y OTHERS SWIMOUT WITH TILED EDCE & (4) THERAPY JETS 40" -0' 8•_0• TYPICAL T POOL. EQUIP E' MAN ORAN C \ 1 ) 1( SWIMOU1 WITH TLED EDCE (2) SWIMOUT DETAIL M9 7V LIG HT J SITE PLAN SCALE r 40 WA LLS MD r H00¢ r/ p A 1p ./ t.r. r.e �.aR T WM ram sit W ILL ]IL'fl?I POI ltM1 orn. POOL ELEVATION Pm 0-0 LOCAL: LOTS 20 & 21 MAMI SHORES SECTION N0. 3 PM 10, PC 37 VERIFY PUMP & FILTER SIZE SPECIFICATIONS aim I 14' 4 40' I DEPT* I T- 5 AREAe I SBA sr I PER6AETERe 1 I 114 v OM1 I SPA AREA. Ir M. 1 1 SPA ►ER.INONE If VOLUNE,I 14.600 INPSM I, sol-4o 1 INLET& 3 SPA MLETS, 1 NONE SPA JETS,, 4 IN SWINOUT 1 DECKS, OTHERS eV, OTHERS COP1W B/N BRICK J TILES 6' WAINE POOL L10NTIN, 100W SPA LIGHT, NONE LADDEfi NONE I HANDRAIL NONE PUMP' 3/4 HP STA RITE SPA PUMP, NONE FILTER. CARTRIDGE 75 CPN I HEATER, NONE SPA HEATEI4 NONE 8EL► CLEA HINONE WASTE DISPOSAL uM m 01a , EXCAVATION DISPOSAL• I HAUL 1 SCREEN ENCLOSURE. NONE • I ELECTRIC, 1 BY wILINER 1 POOL FINISH I ...MUTE 1 PILING POOL 0 VCs ® °m em' OER: I I IL l 0 DATE4- 24- 95 REVISIONS 2 4 CONTS JOB No. FILE No. R -1799 ` 1 of 1 6' CE4Ar1C TL1:S 4' WALLS kV 6' FL 13 0 !2' ./c RETLa2N TO H-ETS — _ %t 3ECnkN FOR BEAM OWL I1' -6" 3C1=1) 3 ' r1•N GRAN rtG \ /ATI011 NTx PIPING SCHEMATIC NTS 1 L 4-47 Aft i. r 1»X ORAN OR WA3TE FILTER V/ AR MEP AND GAUGE /- RECRC. PU1P 1 RESIDENCE i)G •O• , LL PVC CU t.1 ?wUetxraa• 4YPROSTATIC REtU VALVE 'WHERE R.fQV. 16' -O" POOL 3' TO 5' -q" TO 3' DEEP 12V. 1 /HT 00 NO/ et POOL YerftWf Fp31 001404 A P£RltT SWIMOUT WITH TILED EDGE & (4) THERAPY JETS POOL DECK BY OTHERS 11ARCTIE (OR EQUAL) NTERJOR FNt3H 4' 10 6'TK.WALLS MIN ORM1 GRATE 9W,LL se 9ECURe° N PLACE SO THAI 100LS ARE REGLI O FOR Rtt1OVAL NOM 8'r 8' ccNCRITe n+ac EOGE ' / tS 4' RFNF. cCOC. 90,8 '✓ /Or Bu1NO% BOCK cOPNG -- _ — X111 -- t — 6'x 6' CERNIC TIES FL_ 9011. CON1. 11REAOfU AUG 1-1/7 PERFORATED PVC WEiUiVNT • 3{4' ROCK TYPICAL WALL SECTION NTS STEEi OEX FORM 40' -O" 8'-,O" TYPICAL T MO 811. W/2 #3 CONT. as MAIN r \ ^ ^ DRAIN s cv \ N I � 1 1 1 1 1 1 1_1_1 POOL EQUIP 3WIMOUT WITH TILED EDGE (2) 1 SEE BEAM DETAIL 4' - f - ` - 18' — C /\«, L .__,...„ #3 11I0' o/c E. +Y. 2'5(6' DARK CER 5/N TILES 8WIMOtf DETAIL NTS TO E{TRICAL PAtE4. l K TOGGLE 3W. I /4" - I -0" r2 V. LIGHT ' TRAtCJFORL1rR ELECTRICAL DIAGRAM NT8 WP VISCOPdECt SW. ALL Et TRICAL SHALL COMPLY V/ 680 NATIONAL ELECTRIC CODE 16-0" 12V. LIGHT 0 Tile CLOCK PU MOTOR 3 /!t N 1//7 UL PVC - CROW) ALL 9045, LIGHT(.) MOTOR. E1C. Wt1H F3 SOLD GROUO '.1 J ,( % <C, SEE WALL SECTION FOR BEAM C L 3 -GI" POOL MAN ORAN 0 11' --6" PATIO 20' SITE PLAN SCALE: = 30' POOL ELEVATION NTS RESIDENCE PERMIT 1 LEGAL: LOTS 20 & 21 MIAMI SHORES SECTION N0. 3 PB 10, Pa 37 VERIFY PUMP & FILTER SIZE SPECIFICATIONS SIZEII 14 x 40' i DEPTH: 3 — 5' -9' -3' J AREAe SF 1 PERIMETER: 114 If 1 VOLUNEII 14,600 GALLONS SPA AREA: NONE 584 SF SPA PERIM.: NONE LF PIPING: rpvc SC1i_40 INLETS: 3 SPA INLETS: NONE 8PA JETS: 4 IN SWIMOUT DECKS: OTHERS BY: OTHERS 1 COPING: B/N BRICK �TILE:l6" W /LINE POOL LIGHT(shl 100W SPA UGHT : !NONE I LADDER:�NONE tHANDRAIL:INONE PUMP: L/4 HP STA RITE SPA PUMP: f NONE I FILTER ICARTRIDGE 75 GPM r HEATER: I NONE SPA HEATER: NONE 1 SELF CLEANI, NONE WASTE DISPOSAL: I MANUAL To GROUND I EXCAVATION DISPOSAL: HAUL 1 SCREEN ENCLOSURE :I NONE i ELECTRIC: I BY WAGNER 1 POOL FINISH: MARCITE PILING POOL: 0 YES [A NO OTHER: I I CJ W 4J (n tr) cn 0 E DATE: 4 -24 -95 REVISIONS 0 A A CONT.'s JOB No. FILE No. R -1799 IL ( 1.) L (n a. 0) CV w DRAWING No. I I� ILmli memose 1 OF '1 7 9 M MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date I 3 Time Type Insp'n y ILAE_Ci h Permit No. P o -> — Approved Correction Re- Insp'n Fee S Name / Address 9 3 5 �/L Fs -1{ Company Phone # For Inspector: ' N & Date ❑ 0 U 1 U1 111 1 1 rt V il t es -- 0 -r t- i-- 111 l l U1 2x(2x10) L ED _IER ,,,..„.. „..„. i � IL it ... cn L \ 0 IL 0� i1- . ., _EDGES .. "." . ..,........... ...,:...:,:,.: 0 j-9- 8 -- 20.4 -8 3E:AR1 - Ac CHASE T AC :IJAS -0 C EE 7T68 C -0 - - — 9 0 TONNE BLDR � :T►ON 1-6-0 BO's A — JSSE3 24 "C 1 II al 9EL 0 OOR ) P69. 6 I 24 V.C. JL'© 1 ig e.., 4 L ®J A L. OJ L ell._ ©,,_ r- F 4 - . 2 -., -1 '; . ' ':i loon M I i 0-9 - 6 FLAT TOP09-6 CHASE ®,r2, 9 r , 12 -0 -8 Ilia - 1 "0) ro)�. C Kl L�C�2A 6 _.1 ^ imni.: 0 Q r o ! . e K2 5 -0 AC Cl JASE / � �- • i � ilk � 5 -4 -0 -:: MI I • I ' '�: �-► X I L \ 20 19 8 -0CLG 2 -0 X1 CLG ' FP R i u i i, • , LED ER 1-0 -0 r 9 ! J I lift, _ r N 1 4-89-10-8 -10 0 t 111 0Io :I � © 0 wi RI I, 4 L ■i I m -m -tre LL J r lL . � I ► le ��g _��i J 1 3 -8 -0 L___ 0 8 - 0C -2 -0 t TC COFFER 9 li Y �!1 2 1 mass ... . 1 2=�� - -0 � 0 1 2 -8 -0 -s-� 19 I T-•Y'CLG! _ . _ �-�6X6 i_ 9 WD. POST iii , / 0 1 / // III :;1 -3 -0 j L:I__ 1 -- V 010-G 1 19 -6 -0 0 -8 -Z sil i P. .......:. E1A to • Ili `� n Q 4 -) $ VERIFY TRAY CLG. - V 111 Ul -� 111 111 6X6 111D. POST //A 12 -8 -0 23 -9 -0 L ht tL cci IL 12 -8 -0 IL IL IL IL X Q �1 Ca tL Q 32 -2 -0 FRAME BY BUILDER -T9 -h -0 OAR I RUSS 1 A 0L1 it / -3 -0 t L / 8 -0 / / 9 2 -4 -0 DEEP FLAT GIRDER 130T019-S-0 TOP022-0-0 (FG1) 9 \ \ El E3 E5 E1 MG1 Ni MG1 MG1 Ni MG1 J9A J9B J9B J9B 6X6 N5A= 2X(2X10) LEDGER s TOP9 -6 -0 15OT 8 -0 -0 ION 4=,A UPP -5 -0 ROO 1 RUSS 3 - - DEEP FLAT GIRDER 13O1 -2 -0 TOP023 -2 -0 «G2) 14n:=) AlZar VFR1 =Y: ALL 1 E\D :E7f11L 5= AIRl \C3 SIZE,T4Y C,=Cx. El E3 E5 31 31 J J J J J J1B J1B J J1B E513 E3 El 9 'T 1 Jo5 " 7/51 Truss Design Criteria: IFI3C 2001 Top chord live load: 30 psf To chord dead load: 15 psf Bot chord live load: 0 loaf Bot chord dead Toad: 10 par Duration Factor: 133 % UJind Design Criteria: ASCE 1 -98 (Components /Cladding) UJind Design Speed: 146 mph Max Wall Nelght: NT St \ 6\ 2X2 2X8 NAILER FASCIA 2 - 0 - 0 Labe Type LU826 9 -6 -0 19 -8 -0 12 4.7 S" -WAL TYPICAL TRUSS END DETAIL FIELD BRACING is not the responsibility of the truss Fabricator, truss designer, nor plate manufacturer. Truss erectors are cautioned to seek professional advice re- garding erection bracing which is always required, to prevent toppling and dominotn. during erection, and permanent bracing which may be required to specific applica- tions. Trusses shal be erected and faatene• in a straight and plumb position. Trusses shall be handled with reasonable care durtn• erection to prevent excessive damage or personal injury. See engineering for connections, nailing schedules, girder plies, etc. E3aring Night SchcJule All wails shown on this layout are bearing NOTE: Truss reactions and uplift talcs are provided for the JOB ENGINEER Or RE- CORD or the JOB ARCHITECT to accurately provide for connection of the roof to the supporting structure. Designers of support ing connections are SOLELY responsible for this ints..arity of their product. Sup :)li Capaciti Floor 900 2816. 2580 3380 3885 Roof 1125 3325 3225 3585 4855 c D J K NU526 NNUS26 -2 NUS28 I - 2 NGUS28 -3 5UR/L 26 NSUR/L 26-2 TINASR/L 218 I- ISUR/L 414 1 -IU548 6245 800 1610 1420 3485 1505 X HANGER BY BUILDER Girder truss to girder truss connections which exceed the capacity of a standard hanger and truss to wall connections are the responaib111ty of the builder. Hangers not listed are supplied by the bldr. SHOP DRAWING APPROVAL This drawing is the sole source for fabrication of trusses and voids all previous architectural or other lay- outs. Approval of this layout is re- cquired before any work can be done Please verify truss placement, dir- ections, dimensions, bearing condi- tions, pitches, shapes, overhangs, and heel heights. Careful! checking at this point can save you costly repairs and alterations later. Approved BT__ Date: State of Florida Registered gineer Morris A. Shashoua, PE 1908 NUJ 112 AVENUE Coral Springs, FL 33071 (954) 153 -1988 C `� M FL REG N06.19554 AWL GUSTO 5 - 18 1000 2000 1420 4355 1430 FLOOR TRUSS Y 1 4 2003 Date: C Ph " (954) 491 -3310 Pax (954) 491 -8231 RAS CONSTRUCTION 'c °°. KETTANirN RESIDENCE 935 NE 95 STREET MIAMI SNORES, FLORIDA 1/4' =1' -0" O.AVS41 1021 - KNOW OY 1550 2000 2000 2650 120 115 MANS RtIBEA. DAM — 01/11/03 05/13/03 - -,1 o r 1 (2X8) 5y a r____ 2x(2x10) L ED _IER i � IL it cn L \ 0 IL 0� i1- 2;.12x10) _EDGES • 19-9-0 0 j-9- 8 -- 3E:AR1 - Ac CHASE AC :IJAS -0 C EE 7T68 C -0 - - — 0 TONNE BLDR � :T►ON 1-6-0 BO's DEEP 1 FLOOR TOP JSSE3 24 "C C. 0 OOR ) P69. 6 TRUSSES - 0 24 V.C. 1 ig e.., 4 L ®J A L. OJ L ell._ ©,,_ / e__ 1r (4 51 1 -6 -0 BOTei 1r : ) FLAT TOP09-6 CHASE ®,r2, -5- GIRDER -C r I H I 4' BEARING A 0 Q e AC Cl JASE / IL IL IL 0) IL LEDGER IL IL 2x10) LEDGER 2x(2xle , LED ER L ht tL cci IL 12 -8 -0 IL IL IL IL X Q �1 Ca tL Q 32 -2 -0 FRAME BY BUILDER -T9 -h -0 OAR I RUSS 1 A 0L1 it / -3 -0 t L / 8 -0 / / 9 2 -4 -0 DEEP FLAT GIRDER 130T019-S-0 TOP022-0-0 (FG1) 9 \ \ El E3 E5 E1 MG1 Ni MG1 MG1 Ni MG1 J9A J9B J9B J9B 6X6 N5A= 2X(2X10) LEDGER s TOP9 -6 -0 15OT 8 -0 -0 ION 4=,A UPP -5 -0 ROO 1 RUSS 3 - - DEEP FLAT GIRDER 13O1 -2 -0 TOP023 -2 -0 «G2) 14n:=) AlZar VFR1 =Y: ALL 1 E\D :E7f11L 5= AIRl \C3 SIZE,T4Y C,=Cx. El E3 E5 31 31 J J J J J J1B J1B J J1B E513 E3 El 9 'T 1 Jo5 " 7/51 Truss Design Criteria: IFI3C 2001 Top chord live load: 30 psf To chord dead load: 15 psf Bot chord live load: 0 loaf Bot chord dead Toad: 10 par Duration Factor: 133 % UJind Design Criteria: ASCE 1 -98 (Components /Cladding) UJind Design Speed: 146 mph Max Wall Nelght: NT St \ 6\ 2X2 2X8 NAILER FASCIA 2 - 0 - 0 Labe Type LU826 9 -6 -0 19 -8 -0 12 4.7 S" -WAL TYPICAL TRUSS END DETAIL FIELD BRACING is not the responsibility of the truss Fabricator, truss designer, nor plate manufacturer. Truss erectors are cautioned to seek professional advice re- garding erection bracing which is always required, to prevent toppling and dominotn. during erection, and permanent bracing which may be required to specific applica- tions. Trusses shal be erected and faatene• in a straight and plumb position. Trusses shall be handled with reasonable care durtn• erection to prevent excessive damage or personal injury. See engineering for connections, nailing schedules, girder plies, etc. E3aring Night SchcJule All wails shown on this layout are bearing NOTE: Truss reactions and uplift talcs are provided for the JOB ENGINEER Or RE- CORD or the JOB ARCHITECT to accurately provide for connection of the roof to the supporting structure. Designers of support ing connections are SOLELY responsible for this ints..arity of their product. Sup :)li Capaciti Floor 900 2816. 2580 3380 3885 Roof 1125 3325 3225 3585 4855 c D J K NU526 NNUS26 -2 NUS28 I - 2 NGUS28 -3 5UR/L 26 NSUR/L 26-2 TINASR/L 218 I- ISUR/L 414 1 -IU548 6245 800 1610 1420 3485 1505 X HANGER BY BUILDER Girder truss to girder truss connections which exceed the capacity of a standard hanger and truss to wall connections are the responaib111ty of the builder. Hangers not listed are supplied by the bldr. SHOP DRAWING APPROVAL This drawing is the sole source for fabrication of trusses and voids all previous architectural or other lay- outs. Approval of this layout is re- cquired before any work can be done Please verify truss placement, dir- ections, dimensions, bearing condi- tions, pitches, shapes, overhangs, and heel heights. Careful! checking at this point can save you costly repairs and alterations later. Approved BT__ Date: State of Florida Registered gineer Morris A. Shashoua, PE 1908 NUJ 112 AVENUE Coral Springs, FL 33071 (954) 153 -1988 C `� M FL REG N06.19554 AWL GUSTO 5 - 18 1000 2000 1420 4355 1430 FLOOR TRUSS Y 1 4 2003 Date: C Ph " (954) 491 -3310 Pax (954) 491 -8231 RAS CONSTRUCTION 'c °°. KETTANirN RESIDENCE 935 NE 95 STREET MIAMI SNORES, FLORIDA 1/4' =1' -0" O.AVS41 1021 - KNOW OY 1550 2000 2000 2650 120 115 MANS RtIBEA. DAM — 01/11/03 05/13/03 - -,1 o r 1 (2X8) 5y a r____ ENV (;( `_ 11 i DEPT. !.)i. P LA, J ' ":' :'; t. FLOOD R . .ATE ATE < Su • r. lI:OUS.TI�� jl i Dery Number: 2003- 0417- 1052 - 471 4 Contact Name: MR ROBERT FIGEL Contact Phone: (786)797 -0697 Folio: 11 -3206- 014 -3110 Project Name: ADDITION SINGLE FAMILY HOt Date Received: 04/17/2003 Reviewer Name: JORGE CRMPA _______ _ BI. L NFtP COMMUNITY NAME & COMMUNITY NUMBER . Miami Shores 120652 82. COUNTY NAME Miami Shores B3. STATE Fl 64. MAP AND PANEL NUMBER 1202500093 J I N 7 -1 Q4T - 5 81. FIRM PANEL E 3 E 2 19 4EVISED DATE B8. FLOOD ZO 69. t (Zone AO, use of ftooding) PROCESS # FOLIO #11 3206 014 C.O,R 10.20' tATrTUDELONGITUDE (OPTIONAL) ( p.rr° - n' • rift • or 14. TITLE PLS ADDRESS 12784 IA From A1.11 .1111 nn FEDERAL EMERGENCY MANAGEMENT AGENCY 31 10 NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE SECTION A - PROPERTY OWNER INFORMATION 6U,LDiNG OWNERS NAME Ruth Kehaneh Important: Read the Instructions on as es 1 - 7. 6UIL NG STREET ADDRESS (I 9 � Unit, 5 Suite. andk�r Bldg. No.) OR P.O. ROUTE AND BOX NO. ST CITY Miami Shores PRCPERTY DESCRIPTION (Lot and Block Numbers, Lots 20 -21 Bk 76 BUILDING USE (e.g., Residents; , `• - • - '•}a, • •• ton, ••ssory,etc. Res HORIZONTAL DATUM: 1-1 NAD 1927 1--1 NAD 1983 • - STATE COMPANY NAME F1 ex Parcel Number, Legal Desonolon, etc) 'on No 3 PB 10 Pq 37 a Comments area, it necessary.) - FLOOD INSURANCE RAT MAP (FlRM INFORMATION O.M.B. No. 3067 -0077 Expires July 31, 2002 For Insurance Company Usa: Policy Number Company NAIL Number 013 SOURCE: 1_1 GPS (Typo): 1_1 USGS Quad Map 1_1 Other. B10. Indicate the source okthe Base Flood Elevation (BFE) data or • base floo depth en ed In 89. FIS Profile . 1_1 FIRM 1__1 Community Determined 1__1 Other (Describe): _______— ' —_,___ __- 811. Indicate the elevation datum used for the BF in B9: Xl NGVD 1929 1_1 NAVD 1988 1__1 Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 1_1 Yes ' 1X1 No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: 1__1Constnuction Drawings` I__1Building Under Construction' 1_.1Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - sae pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations – Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, ARIA1 -A30, AR/AH, AR/AO Complete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section 6, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference 4 m rk used appear on the FIRM? Li Yes II No O a) Top of bottom floor (including basement or enclosure) • ft.(m) b) Top of next higher floor • ____ ___ . 9 ft.(m) c) Bottom of lowest horizontal structural member (V zones only) N /A . f1(m) • d) Attached garage (top of slab) N /A. ft. {m) O e) Vjwest elevation of machinery and/or equipment 10.50 CCC servicing the building (Describe in a Comments area.) _ ft.(m) Lowest adjacent (finished) grade (LAG) _ 0(T ft.(m) t] g) Highest adjacent (finished) grade (HAG) IT/ • 3� ft.(m) • h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 8 • 1) Total area of all permanent openings (flood vents) in C3.h 1 % 5 2 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATi• N This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by•taw to certify elevation information. I certify that the information in Sections A, 6, and C on this certificate represents my best efforts to interpret the data available). understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. –tERTIFIER'S NAME Efrain C Lopez LiCarSE NUMBER 2 300 CITY , STATE ZIP CODE ileah Garden F1 33018 03 -05 -03 E305 558 -4779 • FF R F VF PRP SIf1F FCnR C:fNTINl IATil1N R5 PI AC:FS .I I PR Pvint IR Ff11T1f1NC • IMPORTANT: In these spaces, copy the corresponding Information from Section A. BUILDING STREET ADDRESS (Irrluding Apt., Urwt, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY Copy both sides of this Elevation Certificate for ✓,1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El. through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number —_ (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1_j -1 ft.(m) (__j_jin.(cm) 1 -1 above or 1_-1 below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor ( elavation b) of the building is 1_1_1 ft.(m) jjjin.(cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_ Yes 1__1 No 1__1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or dwner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, C, and E are,correct to the best of my knowledge. • PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE COMMENTS The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G -1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 02.1__-1 A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- isst.ed BFE) or Zone AO. 03.1_1 The following information (Items G4-G9) is'provided for community floodplain management purposes. �:. I N E R GS. DATE PERMIT ISSUED G7. This permit has been issued for: New New Construction 1__1 Substantial Improvement 08. Elevation of as -built lowest floor (including basement) of the building is: 09. BFE or (in Zone AO) depth of flooding at the building site is: -- L0 AC t r iC E COMMUNITY NAME TELEPHONE SIGNATURE COMMENTS STATE ZIP CODE Policy Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) DATE SECTION G - COMMUNITY INFORMATION (OPTIONAL) TITLE DATE ISSUED TELEPHONE For insurance Company Use: Company NAIC Number 1__1 Check here if attachments 1__I Check here if attachments G6. DATE CERTIFICATE OF ' . ft.(m)Datum: . ft.(m) Datum: Check here if attachmenrr FFMA Fnrrn R1 . 1 .II!! nl RFPI Ar.FR AI I PRFVIrII I.R FrlhTlt PAGE 2 OF 2c' NOT VA11D WITHOUT PAGE 1 OF 2 JOB No. 03 -0304 PIP o 0W No 1.6 1.70'C1 LOT 19 BLOCK 76 7FW7'. U.P. B.O.D. NC A t,LDO. F7.s. CH. a C/L CON(. U N 0 FIP OVe No I.D 1.00' 14.40' .• • . •r 2.55(2.5' 15' ALLEY 6WP ' 14.00' 1 00.00'(8 *M) 4' cxr 4.100' LOT 20 DLOCK 76 b 'o BOUNDARY SURVEY 4 • ▪ EEVATION - DRIVEWAY ▪ Uf UTY POLE - BASS OF BEARINGS • AIR CONDITIONING PAD • MC OISTANCF + IYUILO:NO - OATCH BASIN • CONCRETE SLOCK .a1AUC URE • CHORD INKTLi 8 • CLEAR - CENTER UNE + CONCRETE 28.50' 23.35' L 15.10' 23.40 cep AND ABECEWknQta S.LR. P.D.C. F.N. P.T. E .N.C. FN. F.LP. F.LR. I.F.E. (M) (R) (R 1 I.F.e •1 0.40 b r 12.70 • 100:00'(R *M) . 56. CO' :• 18.50' P.I. • SET IRON ROO P.P.0 - POINT OF CONIAEN— (EVENT P.C. - FOUND NAIL F.N 1 1. - POINT OF TANDENCY RC C. • ENCROACHMENT A1fl • RRE HYDRANT FOUND IRON PIPE D.E. - FOUND REBAR • LOWEST FLOOR ELEVATION • UOHT POLE - MEASUREO • RECORD M) • RECORO 8 MEASURED b 24' PARKWAY A3PhALT 19'A5PF1Ai T PAWN ENT 17.70' LOT 21 DLDCK 76 33.45' 1.1 1 ONE STORY RE5 # 935 5.7' 4.6' 4:0 NE 95th ST. i LI 15.40' • • 5'5WK • PONT OF INTERSECTION ▪ POINT Dt REVERSE CURVE - POINT OF CURVATURE • FOUND ■AC. /DISK • POINT' OF COMPOUND CURVE • MONUMENT UNE • N.UiCELN. GEODETIC VERTIGO DATUM - Pu.f •2:! 1'1%P. r,O,TTROI. POINT P.O. • F P,D. • P ANT DF DLGINNIND ? el. • PROPEMY LINE S. • Nti` R(` Se4 E •••■•■••••■••m• EFRAIN LOPEZ PROFE5510Nd. LANG SURVEYOR No.2300 12784 N_11. 89TH COURT, HIALEAH GA;t0ENS, FL33018 PHONI(305) 558 -4770 A 4' CU L0'T 22, BLOCK 76 14.81 15.80' El ▪ $ Pip SCALE: 1" - 20' 0I ®1e ' NoI.D ._ 1. ? J_CL 4 --K —K 18.10' —•" � I ❑ 3' K 4 O N 1-. 4A o0' •,. O[ Fl1 No I.D� 300.00' 8.0 ▪ + CENTRU. ANOLE / —• • WOOD FENCE (S' HIGH) —X— - CIt11N LINK FENCE (4' HIGH) Pilo — C.R.S WALL B/0 -DL1 Ci( CORNER 11 • RADIUS RAD. - RADNL RES. • RESIDENCE R/W - RIGHT OF WAY SEC. - SI01104 S.I.P. • SET ETON PIPE STY • SIDRY S'i'K - S UE - UMW EASEMENT 2 ShOIZELAN B BLVD LOCATION SKETCH SCALE: NTS 23 24 NE F T. JOB No. 03 -0304 CLIENT: RUTH KEHANEH PROPERTY ADDRESS 935 NE 95th ST. MIAMI SHORES FL 33013 LEGAL DESCRIPTION: (FURNISHED BY CLIENT) LOTS -- 20 AND 21 BLOCK — 76 SUBDIVISION MIAMI SHORES SECTION No. 3 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. LEGAL NOTES 25 26 10 AT PAGE 37 SUBJECT TO ALL RESTRICTIONS, RESERVATIONS, EASEMENTS AND RIGHT —OF —WAY OF RECORD, UNDERGROUND ENCROACHMENTS IF ANY, NOT LOCATED. "HE SURVEY OF THE PROPERTY SHOWN HEREON IS IN ACCORDANCE WITH THE DESCRIPTION FURNISHED EiY CUENT NO SEARCH 0 PUBLIC RECORDS HAS BEEN MADE BY THIS OFFICE FOR ACCURACY OR OMISSIONS. SUBJECT TO OPINION TITLE. I HEREBY CERTIFY: THAT THE ATTACHED BOUNDARY SURVEY OF THE ABOVE DESCRIBED PROPERTY IS TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED PUTTED UNDER MY DIRECTION; ALSO THAT THERE ARE NO ABOVE GROUND ENCROACHMENTS OTHER THAN THOSE SHOWN, AND THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET BY THE FLORIDA BOARD OF LAND SURVEYORS AS SET FORTH IN 472.027 F.5) AND CI-J,PTER 61017 -8 Fl.ORIOA ADMINISTRATIVE CODE. ELEVATIONS REFER TO: NGV DATU11 1022 L 14 USED 8-62 ELEVATIONS 8.74' FEET B.M. LOCATED NE 08 ST_ 68 NORTH OF C/L NE 10 AVE _ 23.50' WEST OF C/L 4=1 FVATIalJj] BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OR REVISED ON 7717-95 THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN ZONF X ax E FLOOD ELEVATION N/A _ COMMUNITY 120652 pANEL NUMBER 0093 SUFFIX THE CERTIFICATE DOLS NOT EXTEND TO ANY UNNAMED PARTY. qERTIFIED Tc - RUTH KEHANEH THE LIABILITY OF 11-118 SURVEY I8 LAVED TO THE CORT OF THE SURVEY. BY. THE SURVEY DEPICTED HEFIE IS NOT CoVEff r E Y PROFESSIONAL SIONAL LIABILITY s ISIJRAN( . CURVEY CATE: 03 -85-03 27 W t ‘ /(1eA PACE 1 OF 2 NOT VAUD Wm oui PAGE 1 OF 2 0 EFR/ C. LOPEZ PROFESSIG "ItL LAND,,t3t - V OR No.2.300 12:14 N.V. i 00TH COURT. C,ARJENS, FL.33016 PIiONE:(305) 558 -4773 Nat' VAUo wmiouT rNe SGNATURE, 6Are AA THE oNloorV. RASED SEAL Or A FLORIDA UCCN4C OUiTKYOII AND WPPCR' • 935 NE 95 STREEIT, MIAMI SHORES, FL 33138 TYPE OF CONSTRUCTION: TYPE IV USE GROUP: It SCOPE OLD WORK: ADDITION OF 2ND STORY MASTER BEDROOM, LIBRARY AND MASTER BA ARCHITECTURAL SHEET INDEX SHEET No. A -1 A -2 A -3 A -4 A -5 ELEVATION MARKS DOOR TAG E-E` DATUM TT N M. SIMON & ASSOC. p0a0 ARCHI'1'EC1 * PLANNERS * INTEIUOR DESIGNERS FORT LAUDERDALE, FLORIDA AA-0000582 (934)366 -3100 fax (954)566 -1298 SHEET TITLE COVER SHEET FLOOR PLANS ELEVATIONS FLOOR FRAMING PLAN R.00F FRAMING PLAN BUILDING SECTIONS ARCHITECTURAL SYMBOLS SECTION MARKS 1 12 1 ROOM TAG 1 2 3 4 ROOM FINISH TAG RESIDE' INTERIOR ELEVATIONS N WALL TYPE 10' -4' DIMENSION STYLE ENLARGED DETAIL MATCHLINE TITLE TAG SQUARE FOOTAGE EXISTING: 1,072.14 SQ FT MOPOSED: 1,072.14 SQ FT TOTAL 2,1144.28 SQ Fr E E. CONSULTING ENGINEERS 332013 North East 32 Street, Ft. Lauderdale, Florida 33308 Telephone: (954) -566 - 9708 Fax: (954) 566 - 9710 E -mail: A7.lL ]1 INDEX SHEET No. SHEET TITLE: P -1 PLUMBING FLOOR PLAN P -2 SANITARY RISER M -1 HVAC FLOOR PLAN M -2 HVAC NOTES E -1 ELECTRICAL FLOOR PLAN E -2 ELECTRICAL RISER T I H � TEXT LEADER GRID TAGS WINDOW TAG REVISION TAG 1 , EXISUN° POOL 15' ALLEY 16.6' c ' t 1YX1z 11LE 23.35' 23.4 i'ET.:L S NE1 ov CONIC 0 1 z.r 12.33' 100.00' .0' I2'x12' TILE 0 S' 9DEWALK ONE STORY RES #935 N.E. 95TH STREET / . NSW, / 2Nd STORY ADDITION i 11.7' C.B,S. CULUNN J 1' X 0.7' 'LE PORCH :3 15.4' q a 4. 1 G LEGAL DESCRIPTION: 2. THE CONTRACTOR SHALL COORDINATE ALL THE WORK OF ALL THE TRADES. 16, THE MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER : 3J4" BEAMS AND COLUMNS : 1 1/2 FORMED CONCRETE BELOW GRADE : 2" UNFORMED CONCRETE BELOW GRADE : 3" N.E. 16TH STREET N.E. 95TH STREET •• • • • .• a LOTS 20AND 21, BLOCK 76, MIAMI SHORES SECTION NO.3, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, PAGE 37, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA \HAL \OLFS 1. CONSTRUCTION SHALL FOLLOW THE 'SOUTH FLORIDA BUILDING CODE', APPLICABLE EDITION, AS ADOPTED BY THE GOVERNING AUTHORITY, AND ALL APPLICABLE AMENDMENTS. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOBSITE PRIOR 10 STARTING ANY WORK AND NOTIFY THE ARCHITECT IN WRITING IMMEDIATELY OF ANY ERRORS OR OMISSIONS OR THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBIUTY FOR THE ERRORS AND OMISSIONS. DO NOT SCALE THE DRAWINGS. SUBMIT MINIMUM THREE (3) COPIES OF SHOP DRAWINGS AS REQUIRED BELOW, UNLESS OTHERWISE NOTED, 5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY REQUIREMENTS OF THE FLORIDA 'ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION'. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH 111E GOVERNING CODE IN THEIR ENTIRETIES AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THESE CODES WHICH MAY NOT BE SPECIFICALLY ADDRESSED IN THE PLANS AND NOTES. 6. THE CONTRACTOR WILL NOT U SUBSTITUTE ITEMS WHICH THEY BELIEVE TO BE EQUAL OR BETTER THAN ITEMS SPECIFIED ON THESE DRAWINGS WITHOUT ANY PRIOR NOTICE. ITEMS WHICH, WHEN SUBSTITUTED, REQUIRE APPROVAL OF 111E BUILDING OFFICIAL WILL BE SUBMITTED TO 111E BUILDING OFFICIAL, THE OWNER AND THE ARCHITECT. 7. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING STRUCTURAL AND NON- STRUCTURAL MEMBERS DURING CONSTRUCTION. 8. THE CABINET SUPPUER SHALL PROVIDE SHOP DRAWINGS TO ME CONTRACTOR AND THE ARCHITECT. 9. THE DOOR AND WINDOW SUPPUERS SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL TO THE CONTRACTOR AND THE ARCHITECT. 10. ALL DOORS AND WINDOWS SHALL BE CAULKED AND WEATHERSTRIPPED. WINDOW UNITS SHALL DISPLAY LABELS SHOWING COMPUANCE WITH THE FLORIDA 'ENERGY EFFICIENCY COOE FOR BUILDING CONSTRUCTION', 11. THE TRUSS MANUFACTURER SHALL SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS AND ENGINEERING CALCULATIONS, SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF THEIR TRUSS DESIGNS FOR APPROVAL INCLUDING TWO (2) COPIES FOR THE ARCHITECT'S REVIEW PRIOR TO FABRICATION, 12. 111E TRUSSES SHALL BE DESIGNED TO SUPPORT THE LOADS OF ANY AND ALL EQUIPMENT CARRIED BY THEM. COORDINATE THE EQUIPMENT LOCATIONS WITH THE CONTRACTOR PRIOR TO FABRICATION AND INDICATE 111E EQUIPMENT SUPPORTS ON THE SHOP DRAWINGS ANO THE ENGINEERING CALCULATIONS. 13. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR THE STRUCTURAL BEAMS, COLUMNS AND FOOTINGS UNTIL HS REVIEW AND APPROVAL OF THE TRUSS SHOP DRAWINGS ANO THE ENGINEERING CALCULATIONS 14. ALL FRAME II;.LLS AND LOAD- BEARING PARTITIONS SHALL BE CONSTRUCTED WITH ANCHORS, TOP AND BOTTOM OF EACH STUD, PER CODE. 15. CONCRETE SHALL CONFORM TO APPUCABLE A.S.T.M. REQUIREMENTS AND SHALL HAVE 3000 P.S.I. COMPRESSIVE STRENGTH IN 28 DAYS, UNLESS OTHERWISE NOTED. ALL CONCRETE WORK SHALL BE IN ACCORDANCE W111 THE LATEST A.C.I. REQUIREMENTS. ALL CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH THE LATEST A.C.I. REQUIREMENTS. 530 A.C.I. 17. REINFORCING STEEL SHALL BE GRADE 60 (Fy = 60,000) IN CONFOR°4ANCE WITH THE LATEST A.S.T.M. REQUIREMENTS. 18. REINFORCING PLACING DRAWINGS AND BAR LISTS SHALL THE A.C.I.'S 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION' AS ('UBUSHED BY THE CONCRETE REINFORCING STEEL INSTITUTE (C.R.S.I.) UNLESS OTHERWISE NOTED. 19. THE DETAILS OF THE CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH 'THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION' AS PUBLISHED BY THE C.R.S.I. UNLESS OTHERWISE NOTED. 20. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL LOADS DURING CONSTRUCTION, 21. THE CONCRETE BEAM SIZES MAY BE INCREASED (8" MAXIMUM) AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO FIT MASONRY COURSING, DROP BOTTOM THE BEAM AS REQUIRED AT DOOR AND WINDOW OPENINGS (28" MAXIMUM) AND ADD 2 f5 BOTTOM BARS IF THE DROP EXCEEDS 8 ". 22. DOWEL THE COLUMN AND WALL REINFORCING TO THE FOOTING WITH THE SAME SIZE AND NUMBER OF DOWELS AS THE VERTICAL REINFORCING ABOVE. 23. VERTICAL CELLS FOR MASONRY TO BE GROUTED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS CELL 24, CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT OVER FOUR (4) FEET HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION AND BEFORE GROUTING. 25. REINFORCING STEEL SHALL BE LAPPED 30 INCHES MINIMUM WHERE SPUCED AND SHALL BE WIRED TOGETHER. PROVIDE CORNER 3ARS SAME SIZE AND NUMBER AS HORIZONTAL BEAM REINFORCING AT EACH FACE OF 111E BEAM, LAPPED 30 INCHES MINIMUM, 26. STRUCTURAL W000 AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (A.I.T,C.). 27. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR STEEL SHALL BE PRESSURE TREATED UNLESS THEY ARE NATURALLY DURABLE W000 SPECIES PER THE BUILDING CODE. PROVDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER CEMENTITIOUS MATERIALS AND THE WOOD PER CODE. 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE. 32. STRUCTURAL STEEL SHALL CONFORM TO THE A.I.S.C. 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION. MATERIALS SHALL CONFORM TO THE LATEST A.S.T.M, SPECIFICATIONS. 29. HEADERS FOR FRAMED OPENINGS GREATER THAN 6' -0" SHALL BE ENGINEERED AND STAMPED BY THE TRUSS MANUFACTURER UNLESS OTHERWISE NOTED. 34. SEE FOUNDATION NOTES A'''D FRAMING NOTES AND OTHER APPUCABLE NOTES ON THESES DRAWINGS FOR MORE INFORMATION ON THESE ITEMS. 30. ALL HEADERS OVER DOORS AND WINDOWS OR OVER OTHER OPENINGS SHALL BE TWO (2) OR THREE (3) 2 X 8'S FOR WOOD FRAME WALL CONSTRUCTION, DEPENDING ON WALL THICKNESS). 31. DIMENSION LUMBER FOR BEAMS, HEADERS AND COLUMNS SHALL BE SOUTHERN PINE NO. 2 OR BETTER OR SHALL PROVIDE ALLOWABLE STRESS VALUES OF 1200 P.S.I. IN BENDING FOR SINGLE - MEMBER USES, 90 P.S.I. IN HORIZONTAL SHEAR AND SHALL HAVE A MODULUS OF ELASTICITY OF 1600 K.S.I. OR BETTER, AS DETERMINED BY AN APPROVED LUMBER GRADING AGENCY, • , • . • • .� •. • • •. • • .d • • • •!.•• •• • • • • • • • • ' ., 1.. ••, • • • .... •• • , •a• • '• • • • .• • • • • • •• • • • • • • • • • • •• •• MK SIZE MIN. M.O. TYPE FINISH MATL. GLASS REMARKS El - - - - - - EXIST. WINDOW E2 - - - - - - EXIST. WINDOW E3 - - - - - - EXIST. WINDOW 4 72 "x 60" 72 3/1 "x 60" HORIZONTAL ROLLER E.S.P. ALUM. GRAY TINT EGRESS 0 BEDROOMS 5 24" x 50 5/8" 24" x 50 5/8" SINGLE HUNG SINGLE HUNG E.S.P. E.S.P. ALUM. ALUM. GRAY TINT GRAY TINT . ,; &v_ i t 6 24" x 50 5/8" 24" x 50 5/8" 7 24" x 50 5/8" 24" x 50 5/8" SINGLE HUNG E.S.P. ALUM. GRAY TINT , ) ' „ 3 ;2�, ' P 4 i-- , 24'' x 4A- Uck21.z cN A ( P�iie i=)? J11 C 41 .�' Ak1 �f - 7 I v, FLUSH PAINT HC. WO WOOD NOTE 2 POCKET DOOR (LOCKABLE) 8 PR 3068 X 1 3/4 - ROOM co _ SIZE MIN. M.O. TYPE FINISH MAIL. FRAME HDWR. REMARKS El - - - PAINT - - - EXIST, DOOR E2 - - - PAINT - - - EXIST. DOOR E3 - - - PAINT - - - EXIST. DOOR E4 - - - - - - - EXSIT. SUDING DOOR E5 - - - PAINT - - - EXIST. DOOR 6 2'8" X 68" - FLUSH PAINT HC. WO WOOD NOTE 2 POCKET DOOR (LOCKABLE) 7 2'8" X 6'8" - FLUSH PAINT HC. WO WOOD NOTE 2 POCKET DOOR (LOCKABLE) 8 PR 3068 X 1 3/4 - FRENCH DOOR PAINT MTL CLAD METAL NOTE 3 GLASS DOOR W/ TEMP. GLASS 9 10 2'8" X 6'8" 0 FLUSH PAINT HC. WD WOOD NOTE 4 BI -FOLD W/ LOUVER - FULL 2'8" X 6'8" _- - FLUSH PAINT HC. WO W000 NOTE 2 POCKET DOOR 11 (3)3' -0" X 6'8' - MTL STAIN METAL METAL NOTE 1 GLASS DOORS W/ TEMP, GLASS. MTL THRESHOLD ikip�' ROOM BASE FLOOR WALLS CEILING REMARKS MASTER BEDROOM O O O O SITTING AREA 0 0 0 0 LIBRARY 0 O O 0 MASTER BATHROOM FULL TILE WALLS AT TUB SHOWER MASTER WIC O Q 0 0 FINISH LEGEND, N In i 7 1 - 11— 7' 1' • 1 Y Y Y Y Y Y ' xk Y Y (Y Y Y 7 Y Y' x x ' i t c A )( x x x LIB 9' 7 LINE 0 ABOVE a SITING AREA ARY DORMERS ' -8' -8' 2' 9' +� TYP, INTERI ❑R PARTITIONS 4' 2'X4' MTL, STUDS @ 16' 0,C, W/1 LAYER 1/2' DRYWALL EA. SIDE. PROPOSED 4' WALL W/ INSU, BY FLORIDA BUILT. CODE TABLE NO. 37 —C 1 "X3" FURRING 16" 0.C. ONE LAYER 3/8" PLAIN GYPSUM LATH, 20 GAGE GALVANIZED WIRE FABRIC (1" HEXAGON MESH REINFORCEMENT FOR PLASTER) OVER ALL LATH & ATTACHED TO FURRING w/80 BOX NAILS 5" TO 7" O.C. & 1 VERMICULITE 6' // i% BUILD IN SHELVING UNIT ih 18' - 3' 8' -0" CLG. ELEV. yc 5' 6" DOWN 36' 2' -3' -- 2'-10' 12' ALUMINUM RAILING TYP, EXTERIOR PARTITION 8' MASONRY W /1X3 FURRING STRIPS @ 24'O.C. W/1 LAYER 1/2' DRYWALL (SEE TYP, WALL SECTION) ATTIC ACCESS 3 /4'PLY, WD, W/22 GA, /SHEET MTL, COVERING ON GALV, MTL, FRAME EXISTING 8' CONC, WALL PR❑PO 6' MTL Sjk? @ 16' ❑,C, PROPOSED 6' MTL STUD SUPPORT WALL FOR STAIR LIFT - SEE DETAIL BB PAGE A5 PROPOSED 4' PARTITION WALL 10' PROPOSED INTERI ❑R BEARING WALL 2'x6' WOOD STUDS @ 12' ❑.C, WITH ONE LAYER 1/2' DRYWALL 26' - 2' BATH ROOM v U)°# \ N HANDRAIL EACH SIDE L 13r ABOVE 11 10 1 5' 4' \ it 3'-8' ¢ -i // MIRROR 'W/ MED. CAB. N' I i n LINE OF DORMER 19' -5' ih , , // /// I I I M 6' -3' 15' -10' 9' -0" CLG. ELEV. 2 -10' — - LINE OF COFFERED CLG. w1C MASTER BEDROOvI SCALE :1/4=1 NOTE: ALL FINISHES TO BE REVIEWED AND COORDINATED WITH OWNER W� , // lawmAi 3' -6' 7' 8' ELEC. TANKLESS a N ATTIC ACCESS I 22 "X36" W /LIGHT Vii- 2' -9' — 6'- 8' -0" CLG. ELEV. f 6' ROOM FINISH SCHEDULE EXIST. RESIDENCE NEW SECOND FLOOR PLAN USE WATER- RESISTANT DRYWALL IN BATHS, LAUNDRYS & OTHER WET AREAS. CLOSET FINISHES MATCH ADJOINING ROOM FINISHES UNLESS OTHERWISE NOTED PROVIDE CULTURED MARBLE STOOLS FOR ALL WINDOWS 'B.F.' STANDS FOR 'BROOM- FINISH' 1 0' DOOR SCHEDULE /1 I 7' 1' 13' -11' EXIST. CONC. PATIO 6" NEW STL COLUMN VERIFY MASONRY OPENINGS BEFORE CONSTRUCTION - NOTIFY ARCHITECT F PROBLEM OCCURS. PROVIDE SCREENS FOR EXTERIOR LOUVERED DOORS NOTE 1 : 1 1/2 PR. HINGES, LOCKSET, ALUM. MR. NOTE 2 : HDW, BY DOOR MFR. NOTE 3 : PR. HiNGES, LATCHSET- TOP & BOTTOM THROUGH BOLT NOTE 4 : PULLS AND MANUAL TRACK NOTE 5 : BATHROOM PR HINGES PRIVACY LOCKSET 5' 8' EXIST A/C EXIST A/C 32' -2' 32' -3' EXIST. BEARING WALL 4' DOORS AND FRAMES SHALL BE PAINTED WITH SEMI -GLOSS PAINT 23' -3' REMOVE EXISTING WINDOW FILL AND MATCH EXISTING FINISHES 1 EXIST. ROOv1 FLORIDA EXIST. LAUNDRY EXIST. CONC. PLATFORM 2 11 1 1, Ii 16'RIS�RS 15'TREPS W TAI- 13' -8' ACORN SUPERGLID 120 STAIR LIFT PROVIDE BACKING AS REQ. BY MANUF, SPEC TO SUPPORT GUIDE RAIL 2 "X6" WD STUD ©16 "OC EXIST. PLATFORM 6" STEP TT UP 3' 7 -- SCALE :1/4=1'0" NEW 5/8" DRYWALL CLG. TROUGH-OUT ALONG WITH DRYWALL REPAIRS ON WALLS. COORDINATE PAINT AND FLOOR FINISHES W/ OWNER. WINDOW SCHEDULE -- PGT EXIST. RESIDENCE EXISTING PARTIAL FIRST FLOOR PLAN VERIFY MASONRY OPENINGS BEFORE CONSTRUCTION - NOTIFY ARCHITECT IF PROBLEM OCCURS. PROVIDE SCREENS FOR ALL OPERABLE WINDOWS i cn 0 PRCJzCT rzl ;;=A cn ** Olt° ci lig • REVISION: REVIEWED BY: DWC. BY JJR/PLC SHEET Al „Ctl t.; T,D.RIDGE N T 0 STL, 2nd FLR, ELE, EXIST. T,D,PL. ao FI FLR, ELE, 0'- 4 4- +44.42 EXIST, SPANISH S TILE ROOF 3 5x3, STL, COLUMN 1 ,_ 2 . J ALUMINUM RAILING 42' HIGH, PICKETS MAX, OF 4' WIDE SJUCCQ _ _ \ CLEARANCE BETWEEN EXIST, T,O,RIDGE T,0.STL 2nd FLR, ELE, T,D,P L. I FI FLR, ELE, 0'- 4 TEXTURED ,� TO MATCH EXIST. EXIST, TEXTURED STUCCO TO MATCH EXISTING NEW SPANISH S TILE ROOF EXIST FIXED IMPACT GLASS NG RESIDENCE NEW SPANISH S TILE ROOF EXISTING RESIDENCE SPANISH S TILE ROOF ±49,28 I-6 .75' EXISTING RJCGHT S1CDE ELEVATICON i� EXISTING PATIO CONCRETE PROPOSED TEXTURED STUCCO NEW SPANISH '5' TILE ROOF FIXED IMPACT GLASS EXISTING RESIDENCE SPANISH S TILE ROOF EXIST. { 12 4 1 REAR ELEVATION T,O,RIDGE 2nd FLR, ELE, TE,P L, FIN, FLR, ELE LEFT SIDE ELEVATION ca) REVISION: REVIEWED BY: DM BY J.112/PLC A2 1 FWGJECT { I ,, ! r I +5 .18 —5 .04 T,D.RIDGE N T 0 STL, 2nd FLR, ELE, EXIST. T,D,PL. ao FI FLR, ELE, 0'- 4 4- +44.42 EXIST, SPANISH S TILE ROOF 3 5x3, STL, COLUMN 1 ,_ 2 . J ALUMINUM RAILING 42' HIGH, PICKETS MAX, OF 4' WIDE SJUCCQ _ _ \ CLEARANCE BETWEEN EXIST, T,O,RIDGE T,0.STL 2nd FLR, ELE, T,D,P L. I FI FLR, ELE, 0'- 4 TEXTURED ,� TO MATCH EXIST. EXIST, TEXTURED STUCCO TO MATCH EXISTING NEW SPANISH S TILE ROOF EXIST FIXED IMPACT GLASS NG RESIDENCE NEW SPANISH S TILE ROOF EXISTING RESIDENCE SPANISH S TILE ROOF ±49,28 I-6 .75' EXISTING RJCGHT S1CDE ELEVATICON i� EXISTING PATIO CONCRETE PROPOSED TEXTURED STUCCO NEW SPANISH '5' TILE ROOF FIXED IMPACT GLASS EXISTING RESIDENCE SPANISH S TILE ROOF EXIST. { 12 4 1 REAR ELEVATION T,O,RIDGE 2nd FLR, ELE, TE,P L, FIN, FLR, ELE LEFT SIDE ELEVATION ca) REVISION: REVIEWED BY: DM BY J.112/PLC A2 1 FWGJECT 11 ;I Aid P ,, ! r I T,D.RIDGE N T 0 STL, 2nd FLR, ELE, EXIST. T,D,PL. ao FI FLR, ELE, 0'- 4 4- +44.42 EXIST, SPANISH S TILE ROOF 3 5x3, STL, COLUMN 1 ,_ 2 . J ALUMINUM RAILING 42' HIGH, PICKETS MAX, OF 4' WIDE SJUCCQ _ _ \ CLEARANCE BETWEEN EXIST, T,O,RIDGE T,0.STL 2nd FLR, ELE, T,D,P L. I FI FLR, ELE, 0'- 4 TEXTURED ,� TO MATCH EXIST. EXIST, TEXTURED STUCCO TO MATCH EXISTING NEW SPANISH S TILE ROOF EXIST FIXED IMPACT GLASS NG RESIDENCE NEW SPANISH S TILE ROOF EXISTING RESIDENCE SPANISH S TILE ROOF ±49,28 I-6 .75' EXISTING RJCGHT S1CDE ELEVATICON i� EXISTING PATIO CONCRETE PROPOSED TEXTURED STUCCO NEW SPANISH '5' TILE ROOF FIXED IMPACT GLASS EXISTING RESIDENCE SPANISH S TILE ROOF EXIST. { 12 4 1 REAR ELEVATION T,O,RIDGE 2nd FLR, ELE, TE,P L, FIN, FLR, ELE LEFT SIDE ELEVATION ca) REVISION: REVIEWED BY: DM BY J.112/PLC A2 1 FWGJECT NEW SPANISH 'S' TILE ROOF NEW SPANISH S TILE ROOF r-- EXISTING RE t 12 4 ALUMINUM — RAILING EXISTING RESIDENCE EXISTING PROPOSED — EX STING TEXTURED STUCCO SPANISH S TILE ROOF ECOND FLOOR ESID =NCE 12 FIXED 4 IMPACT GLASS SPANISH S TILE ROOF EXIST. s /;5: 2 `7?. 7 N 1 EAST ELEVATJC ON SCALE 1/4"=1' 2nd FLDD FIN, FLOOR EL T,O,RIDGE R ELEV, I N N 2nd FLR, ELF, T,O,P L, FIN, FLR, ELE, 0' -0; UTH ELEVATION SCALE 1/4"wit' T,O,RIDGE T,O,STL, 0 OM 01.23.03 DWO. BY JJR/PLC CROSS DENLITIO\ 9, BRACING NOTES: GIR FiAMINPLAN SCAL ER T _; ' USS 12' -8' 1: 1/4 "H' FLO 1 N N EXISTING 1ST FLOOR ROOF TO BE REMOVED ALL DEBRIS TO BE REMOVED FROM SITE. EXIST. TIE BEAM TO BE PREPARED TO RECEIVE NEW FLOOR TRUSSES. ALL EXISTING WINDOWS TO BE PROJECTED DURING CONSTRUCTION. 36' R (, X BE 2'X8" @ 2' -0" D.C. (2) 2'X8" WD BEAM LAID \ DR TREX CDMPDSITE DECKING DBH, [OPEN BEARING v EXIST T,O,B, 23' -6' IRD R J�IST F[ II R S AIR iii 4 BL. F_DDR OR TU,B T R U E -S -- EXIST. 1 STORY RESIDENCE FRAN NOTE 1 : BEARING ELEMENTS ARE SHOWN HATCHED NOTE 2 : TOP ELEV. OF BEAMS ARE +10' -0" UNLESS OTHERWISE SHOWN NOTE 3 : VERIFY BEAM DEPTHTS TO MATCH REQUIRED OPENINGS FOR DOORS, WINDOWS, ETC. - NOTIFY ARCHITECT IF A PROBLEM EXISTS NOTE 4 : MULTIPLE TRUSSES, HEADERS & STUDS SHALL BE SECURELY SPIKED TOGETHER - SEE TRUSS MFR'S DRAWINGS NOTE 5 PROVIDE COMPLETE SHOP DRAWINGS OF TRUSSES & PREFAB. ELEMENTS - ALL CONNECTIONS INVOLVING TRUSSES SHALL BE DESIGNED BY THE TRUSS MFR'S ENGINEER (LICENSED IN STATE OF FLORIDA) - SUBMIT SIGNED & SEALED SHOP DRAWINGS FOR ARCHITECT'S APPROVAL BEFORE FABRICATION NOTE 6 . TRUSS MFR. SHALL PROVIDE FALSEWORK (VALLEY SETS, ETC.) TO COMPLETE ROOF SHAPE SHOWN NOTE 7 : ALL TRUSSES SHALL BE TEMPORARILY & PERMANENTLY BRACED AS RECOMMENDED BY THE TRUSS PLATE INSTITUTE NOTE 8 : SPACE TRUSSES TO AVOID A/C DUCTS, PLUMBING WALLS & TRAPS, SKYLITES (IF ANY), FIREPLACE FLUES OR CHIMNEYS (IF ANY), ATTIC ACCESS PANELS OR PULL -DOWN STAIRS (IF IN CRITICAL LOCATIONS), ETC. NOTE 9 : DESIGN TRUSSES TO SUPPORT LOADS OF EQUIPMENT HUNG FROM OR SUPPORTED BY THEM (IF ANY) NOTE 10 : CONCRETE FOR BEAMS SHALL BE 3000 P.S.I. - REINF. STEEL SHALL HAVE f'y = 60,000 P.S.I. NOTE 11 : DORVIERS SHALL BE HAND - FRAMED - SEE DORMER FRA PLAN & DORMER SECTION, THIS SHEET SEE "GENERAL NOTES" FOR ADDITIONAL NOTES, FRA V INC \OTES INC OTES: vIING THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE HOWEVER, THE SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ECT) CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW AS PER AS GENERAL NOTE. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF THE DESIGN. TRUSSES TO COMPLY W/2906.17 SFBC. NOTE: SECOND FLOOR BATHROOM FLOORS REQUIRE TWO LAYERS OF 3/4" LAMINATED PLYWOOD WITH LAYER OF 15 LBS. FELT. WOOD SCREENS: 4" O.C. © SEAMS, 8" O.C. © OTHER PRQIFCT r:) fi cr) H w Pg- REVISION: A3 REVIEWED BY: DA 01.2303 D. BY JJR/PLC 811I' `I' _`' 4 r, �" T.O. RIDGE T.D.STL. 2nd FLR. ELE. DORMER BEYOND T.O.PL. FI1. FLR. ELE, 0' -(: CONT. 2X6 KICK BLOCK FASTEN TO FLOOR W /W/1/2' WEDGE ANCHORS STAIR DETAIL SCALE: 3/4' =1' STAIR SECTI ON PRE -ENG WOOD TRUSS PRE -ENG FLOOR TRUSS WOOD FINISH FLOORING ii• —� \ MTL. HANGER DBL. HEADER DBL. 2x6 (3) 2X12 STRINGERS TYP. VERIFY EXIST. MASONRY CONDITION FOR INSTALLATION OF CHAIR LIFT GUIDE RAILS NOTE' CONFIRM FLOOR FINISHES FOR 1ST AND 2ND FLOOR. MAKE ADJUSTMENTS FOR RUN AND RISE SCALE: N.T.S. EXIST. STRAP W/ 14 GA. HURRICANE - STRAPS 5/8•X6' RED HEAD INTO EXIST. TIE BEAM FILLED (_ELL '4 !_'fJ CEf. TEF 1 4 EPC . ifd TO BEAM 6" 3.5x3.5 Sf L. COLUMN 3.5X3. STL. COL. FILL D W /CONC. FURR-OUF & FINISH -, W /STUCCO. COLUMN IS QONTINUOUS SCALE: N.T.S. 2-2X8 WD. BEAM W/ 2- 1/2' BOLT & NUTS TREX COMPOSITE DECKING 2 -2X8 WD. /BEAM -- BASE PLATE BASE PLATE 10(x10' WITH 4 3/4'x8r BOLTS EPDXY INTO FOOTING SCALE: 1/4 " =1' GALV, MTL. DRIP ON 1X2 P.T. TRIM 1x8' FASCIA 2 X 6 SUB - FASCIA VERIFY EXIST. ROOF OVERHANG BEYOND VERIFY IN FIELD 7'X24' SCREENED VENTS @ 8' D.C. STUCCO ON HI-RIBBED MTL LATH VERIFY (2) 2x12 LEDGER W/ 3/4 BOLTS 24' ON CENTER — EXISTING 5/8' STUCCO ON 8' CONC. BLOCK REPAIR AS REQUIRED SPANISH TILE ON 90# ROLL ROOFING ON 30# FELT TIN - TAGGED TO MIN. 5/8' 30/12 CDX PLYWD. SHEATHING R -30 FIBERG FINISHED CEILING 5/8' DRY WA L ON 1X3 FURRING @ 16' D.C. PREFAB. WOOD TRUSSES @ 24' 8 x 12 T.B. #3 HOOPS 12" ON CENTER #5 HOOKED INTO BEAM 1/2 DRYWALL NEW 2ND FLOOR 8 "x8 "x16 "CMU T.B. W/ 4 x 5/ FILLED CELLS @4' -0" O.C. TO BE VERIFIED FIRST THREE COR. GROUTED SOLID EPDXY #5 INTO EXISTING T.B 24 "O.C. EXIST, CONC. BEAM REFINISH EXIST, W/ 1/2' GYP, BOARD ON 1X2 P.T. FURRING @16'0.C, 3/4 PLYWOOD OPEN WEB PRE - ENGINEERED 1'4' FLR. JOIST @ 2' -0' D.C. PROVIDE 2 ROWS OF JOIST BRIDGING TOP CHORD BEARING R- 1 BATT INSULATION DRYWALL ON CEILING EXIST'G 1ST FLOOR R -4.5 INSULATION BETWEEN FURRING SCALE: N.T.S. REVIEWED BY: DATE 01.23.03 DWG. BY JJR /PLC SHEET PROVIDE BEARING WALLS ABOVE GIRDER TRUSSES - 2 X 4 STUDS 3" W/ DBL. 2 X 4 TOP PLATE & BOT. PLATE ( NOT SHOWN) 2 X 6 RAFTERS BEAMS BELOW ®24' 2 X 4 BLOCK'G AT VALLEY 2' --- 40' r- 11' I j �- 1 -- - - - - - - -- - - -! • •I • • M • • • • • . •I •I _ _ _ • - - -- - - -- PRE - ©24'1 O.C. D TR �- -- ____ -- I . • _ . � _______. - \ OPENING IN CEILING - - - - - e ATTIC -- ACCESS "X36" - • I\ 4 ' ' \ , \4 / 11 / \ 1 j CTIIR TRIICSES - e s _ _______//' ),› 22 W /LIGHT _ .1- / t e - -- - -- 7' 9' T EXIST. 1 ST STORY RESIDENCE /NEW "S" TILE ROOF STUB TRUSSES 2 X 4 BLOCK'G AT VALLEY 4 X 8 RIDGE BEAM GIRDER TRUSS DBL. RAFTERS ABOVE WINDOW • • N ' _� -- - -- - -- e - -- - -- - L----- - - - -t= - - - - -- -- - _ -- • J i 7' , 4 ; 9' - • - • - - - -- _ , 0 DORME R FRAMING PLAN SCALE: Q.T.S. ,_ • � 9�I � A4 ANCHOR RIDGE BEAM ANCHOR RIDGE BEAM TO TO POST W/ SIMPSON GIRD. TRUSS W/ SIMPSON EPC44 POST CAP HHU48 JOIST HANGER 2 X 6 RAFTERS RIDGE BEAM WEDGE BY TRUSS MFR. JOIST HANGER 1 X 6 BLOCKING - � '; - r' � . r • • 1 • .. - . 1 . I \ l ` L _ 1 — , _. _I L - -- - "K T „ ( T EACH A SIDES - HIP DE HIP N YP ' 2 "x 8" N , N 1---- - - -- __________________________ -__ ROOF OVER FRONT ENTRY ---. (2) 2 -� -1 I 1 BEHIND FASCIA ;iii ►; ►, i, i�l GIRDER TRUSS 1 �-- STUB TRUSS 5/8 DRYWALL ON 1 "X3" WD FURRING RECTANGULAR �I�I► WINDOW OPENING - 2 X 8 FR�XIv� 2SILt & 16' 8• 23' -4' 1 - 1 GIRDER � TRUSS s_. ,+ 2 WEDGE TRUSS BEYOND X 4 STUDS ®16" 2 X 4 P.T. PLATE COL-QA 8 x 12 # 4 -5's # 3 12" ON CENTER FILLED CELLS 24 CENTER , # 1 - 5 s HOOKED INTO BEAM �� 24 EPDXY #5 INTO EXISTING T.B. 24" ON CENTER e 111 % - STUB TRUSS 4' ANCHOR POST TO GIRDER SIMPSON EPC44 POST CAP TRUSS MFR. SHALL PROVIDE BEARING WEDGE BELOW POST TRUSS W/ (INVERTED) - LEVEL EXISTING BEAM REVISION: < REVIEWED BY: ARCH /E G L L __ _ J J DATE 01.23.03 DWG. BY JJR /PLC r DORME � S F CTIO 1°0F FR AMING PIAN SCALE. 1 /4"1 ' T A4 SCALE. N T. S. . A4 ROOF WINDLOAD (PSF) RAS 07300 -03 AREA ZONE DIAGRAM COMPONENTS AND CLADDING MWFRS NEGATIVE 1 -45 -26.4 NEGATIVE 2 _LLLLLLLLL LI LLLLLLL, -54 -36.4 NEGATIVE 3 -54 -210 POSITIVE ALL 0 +16 - OVERHUNG 2 -74 - OVERHUNG 3 -41 - WIND LOAD ON WALLS DIAGRAM RAS 07300 -04 AREA ZONE DIAGRAM PSF MWFRS NEGATIVE 4 -38.4 -27.6 NEGATIVE 5 MINI -39.2 -26.4 POSITIVE 4 AND 5 +34.7 +33,0 n Z Q 1 /\ ; a. 1 = 0 For permit 05/13/03 J Z Na, R /Isvne Date ji Z a n M.G .F. 05/13/03 0 0 0 R.A.S. 05/13/03 Q Crntd V) f.1 :lac. w 2 Ltrn_gA ,.a[ late SPECIAL INSPECTOR TO INSPECT SOIL COMPACTATION 8 "x12" T.B. W (4) #5 LONG. AND # 3 STIRRUPS @ 12" C.MU WALL CORE DRILL BLOCK FOR GROUT PLACING FILL FIRST 3 BLOCK COURSES (2) 2" x 10" LEDGER BOLTED @ 24" 0.C. W/ (1) 3/4" LAG BOLT 6" EMBEDED INTO BLOCK GROUT U= 2,038 LB G= 1,110 LB CMU WALL j • • a LAP 30" MIN. TRUSSES TOP CHORD IN. BEARI■iG 0 a 0 0 • • -4-- -5' -0" x 5' -0" FOOTING 12 (2) USP TAP 12 14 GA 8 NAILS ON TRUSS, EMBEDED 4" INTO CONCRETE MD.C. N.O.A. # 02- 0102.03 U =OLB G= 2,450 LB TYP. WALL SECTION 3/4 " =11 USP HHGUS. 28 -2 12 GA (36) 16 d ON HEADER + (10) 16d ON TRUSS M.D.C. N.O.A. # 02- 1128.02 EXISTING 8 "x12" CONCRETE TIE BEAM 4 • • #5 @ 12" O.C. B.W. TOP AND BOT. T.T.B. +17' -6" ® F.F.E. O'—O" EXISTING FOUNDATION NEW FOOTING 3) LLLLLLLCCLLLLL LLLLLLLLLLLLLL LL LLLL • L LL L LLL LLL L CLL LL LLL LL LLLLLLL ``LLLLLLLLLI LtLLLLLLLLLI LL L L LL L LLLLLLLLLL L L _ _ LLLL L ELL L L L L L L L L L L LLLLLLLL L LLLLL LLLLL L LLLLC'LLLL LLLLLCLLLL- L LLLLLLL LLL, L'_LLLLLO1_L LL LLLLLL L LL LLLLLLL LL_'__LLLLLL LL!_LLLLL LLL _ L L LL L LLLLLL 1L L L LLLLL LLL LLL_ LLLLLLCLL' LLLL LLL LLL '_LLLL LLLLL LLLL LLLLLLLL LOLL LL LLLLLLLLL I LLLL CLL LLL LL LL LLLL LLL LLLLLL= LLLL L L LLLLC LLLLLLLLL LLLLLLL LL I L LLLL'__'_ LLLLLLL L LLLL EL LLLLL L LLLLLE LLLLLLLLL L L LLL'_ LLL LLLL LLLLLLLL' L LL LL_ L LL_' IL. tY `� - LLLLLLL' L ELLLLLLE L LLLLL F LL LLL CL L L LLLLLLLLLLL L'_ __L LL LLLLLL_LLLLLLLLLLLL LLL LLLL'_L'__LLLLLLL _LLLLLL LLLLLLLLLLLLLLLLL LLLLL LLLLL LL LL L LLLLLLL L LLLLL LLL L LLLLLLL _LLL - _ L LL LLL L LL L L L LLL LL L LLL LL LL L LLLL L LLL LLLLLLL LLLLLL LLLL'_LLL LL L LLL r 'LLLLLLLLLLL_ LLL LLLLLLLL LL L LLL LLLLLLLLLLLL LLL L LLLLL L LLL L LL L LL LLLLLLLLLLLL L L L _L__ LL LL n LU LLL LLLLLL LLLLLELLLLLLLLLL�`G :LLLLLLLLL LLLLLLLLLLL LLLLLLLLLLL LLLLLLL LLLLLLLL L LLLL LLLL L L LLLLLLL' L LLLLL LL LLLLE��L LLLL LL LLLLL L LLL LLLLLLLLLLLLLL L L L LLLLLLLLLLL L_ L �L LL L L LLLLLLLL _ LL LLL C L LLC C L `' a a LL L LLLLLL= LLLLLLL cE, LL CLLLC LC _ r - c LLLLLLLCLLLL LLLLLLLCLLLLLLLL LLLLLLLLLLLLLLLLL LLLLLLL' LLL r LLLY'" _LLL L L 2 L_LLL L. _ L __LL_ LLLLLLLL LLL LLLLLLLLL L EL L LL L L L LLLLL L LLLLLLLL L LLLLLLLLLLLLL LLL LLLLLLLLL LLLLLLLLLLLLLL L LLREEL LI LL L LL rLL LLL) LL =LLL LLLLL L L L LLLLLL LL :LLL LLLLLL 4 5 L LLLLLL LLLL'_L LLLLLL LLLL LL LL L L L L Lt L L L FFLLLLFLEEL -- FF`FLLLLLFLFL L 4LLLF�_OLL - -a FLFL t q LLL L LL LLL LLLLLL LLLL' LLLL LLLLL LLL LLLLL L LL L' 'LLLLLLLLLLLLLLLLL �.. LLLL LLLLLL LLL L LL L LL LLLLLL L L LLLL'_L � 'LLLL LLLLLL L LL LLLLLLLLLLLLL_LLLLL L_ LLLL' :LLLLLLLL_ LLLLL LLL LL LLL L LLLLLL L L LLLLLLLL LL LL LL L ,LLLLLLL _L LLLLLL LLLL LLLLLLLL LL L LLLLLLLLLLL LLLL .LLLLL LLLLLLCLLLLLLLLCLLLLL LLLLLL r l � " 1 11111111 LLLLLL LLL L LLL_LL'_LLLL L LLLLLLLLL' LLLLLLLLL'_L. LLLLLLL L LL LL LLLLLLLLLLLL LLLLLL LL LLLLL LL LLL L • LLLLLL L LLLLLLLLLLL LLLLLLLLLLL LLLLLLL L LLL' L L L LLLLL_ L LL LLLL L LI • LLL LLL LLL L LLL LL LL LLL L L LLL LL LLL LL L LLLLLLL' L LLLLLL LL' LLLLLL CLL• LLL LLL C' L' LLL'_LLLLL LLLLLLLL ;LLLLLLLLLLLLL LLLLLLLLLLL L . LL LLLLL _LE _LL L L LLL L L' LLEELLLLLL LL' LLL LLL' LLLLr LL LLL L LL LL;LL,,LLL -LL LLLL{+ {LLLLL LLLLLLLLLLL 'LLLLLL LLLL • L LLLLLLI LLLLLLLLLLL LLLLLLLLLLLL LLLLLLLI_LLLLLLL_ L'_LL LLL LLLLLLL LL' _ L '_ L LLLLL LLL LLLLLLLLL LLL L LLLL LL ' _L• LLLLLLL LLL LLLLLLLL' LL ILL LLLL L LLLL LLLL L L L L � L L LLL L LLL L L L L L LLL LLLL• LLLLL L CL _LL LLLLLL LL LL [ L L LL L LL• L_L LL LLL 22tttit LLLLL LLL L L LLCLLLL_LL LLLLLLL' LL L'_LLLLLCLI LLLLLLLLLLL L LLLLLLLL LLLL LLLLL EL- -CLLLI a = 4 ft 3 B ( WALLS WIND LOAD DIAGRAM NTS, ROOF WIND LOADS DIAGRAM N,T.S, W 0 W z z 2 CL 0 2 0 >- z Q 0 0 0 0 W z 0 0 W 0 0 0 n. w cd W 0 1-- 0 z z 0 _;i52 ENGINEERS AND CONSULTANTS_ INC FBPE Certificate of ALtonzation # 8226 4141 North Miami Ave. Suite 202 MIAMI, FL 33127 PHONE: (305) 572 -9939 FAX: (305) 675 -2935 email: ras@RASCompany.com Pr,:y ntxrne .3ad Adds -ess 935 N.E. 95 ST. MIAMI SHORES, FLORIDA 33138 HOUSE ADDITION WALL SECTION KETTANEH'S RESIDENCE 305 -371 -2129 SRAR 1 I 1 ■ F-- -4 - - H I I I I', Iii L LI L - - - � SITT aREa I I r ? 1 1 r - - --n 1 \ I 1 I \ - H-1T-� 1 1 1 1 1 i I 1 L1 L - - --�' - EL /iNC UNIT 3' DOWN TO FIRST FLOOR 5 41R iJp aark Rcot1 NEW SECOND FL�OR PLUMCi1PLFz P1AN 1' AC DRAIN DOWN TO 1st. FL. CHAMPION TANKLESS WATER HEATER _ C -120 11,8 KW 220V;' MASTER ECM M Iw WATER PIPING SHALL BE INSTALLED AS PER FBC. P -603.1 & TABLE 604.5 WATER HAMMER ARRESTORS AS PER FBC P -604.9 EXS CE 1/4=1'0" 7 EXIST, F TO 4' SANITARY LINE TO EXISTING - (VERIFY LOCAT) EX ST. RCM TO RE',-1L,' ', CO, 3' UP TO SECOND FLOOR E/ ST 1 CO. N: U1 'TAI 1' AC DRAIN UP TO 2NDFLOOR E/IST, � 4UNDRY TO RE N. h_ 1' AC DRAIN TO EXTERIOR OF BLDG. EXIST. CCNC. PLATFCRi 1 EXJSIING FIRST FLOOB f'LUPdBIDLG_P_LAN 7 Ef `T 9 0 0 cv 0 (n (r) 9 J PROJEC' I 1 1 U co I(1 ,r) (f) l ►I O LLJ LL. LLJ F--- l � 1 LLJ X rj) Q LI-J L H L 2) REVISION■ ARCH /ENG DATE 4.1.02 DWG. oY E /GM SHEET P -1 OF 2 EXST, R ESIDENCE 1/4=1'0" E EUGENIO E"QUTACA, P..:1 3320 -8 NORTHEAST 32ND ST 'E3 FORT LAUDERDALE, FL. PHONE: (954)566-970 C.A. 1713 O z r- Z 0 rn z Z A LINE WITH PLUMBING LEGEND VENT PERFORATED CAP. CO CLEAN OUT SANITARY SEWER PIPING S S S.O.V. SHUT -OFF VALVE VENT PIPING S-- 5 COTC CLEAN OUT TO GRADE 5--- DOMESTIC COLD WATER PIPING --• --5 FD FLOOR DRAIN S— S HOT WATER PIPING (110') CW DOMESTIC COLD WATER HW DOMESTIC I10T WATER 5- -CD -5 CONDENSATE PIPING HWR DOMESTIC HOT WATER RETURN S - -CA -5 COMPRESSED AIR PIPING HB HOSE BIBB 5- -P &T -5 TEMPERATURE AND PRESSURE RELIEF VTR VENT THRU ROOF S---SD--5 STORM DRAIN PIPING D4 GATE VALVE S-- GAS PIPING G S Cal GLOBE VALVE 5-o-5 PIPE RISE OR DROP N CHECK VALVE 5--0 -5 PIPE RISER UP A BALANCING VALVE E-- CAPPED END OF PIPE i' GAS COCK ()--- POINT OF CONNECTION 9 WATER HAMMER ARRESTER 0—\ P -TRAP 4 FD FLOOR DRAIN LINE WITH A.N.U. VENT PERFORATED CAP. n C.O. PLUG � " 3" ABOVE TOP PRIMARY TEE (SCREWED) \. OF DRA, N PAN 1 1 UNION TSP „ CONNECTIO +1 TSP (3" +1" MIN.) A. SLOPE DRAIN LINE TO CONDENSATE RECEPTOR (MIN. 1/8" PER FOOT) B. DRAM LINE SHALL BE COPPER TYPE "L" AND INSULATED. C. TSP = FAN TOTAL STATIC PRESSURE. CONDENSATE P -TRAP DETAIL N.T.S. RISER NOTES PLUMBING FISTURES SHALL COMPLY WITH FBC. 604. CONTRACTOR TO PROVIDE ANTI SCALDING VALVES FOR TUB & SHOWER. ALL WATER LINES OVERHEAD NO JOINTS UNDERGROUND FOR COPPER. 2" OR LESS DRAIN @ 1/4" DROP 3 " @ 1/8" 4" @ 1/8" WHERE USED AS RETURN AIR PLENUMS. 21. NO WATER, SANITARY OR DRAINAGE PIPING PEW,IITED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 22. [NOT USED] 23. CONDENSATE DRAIN LINES TO BE RUN UNDER SLAB IN PVC SCH40 PIPE AND STUBBED OUT OF WALL TO UNIT. TIE IN OF A/C TO BE BY OTHERS. PVC PIPING WITH 1/2" THICK ARMAFLEX INSULATION MAY BE USED IN LOCAT1eNS WHERE ALLOWED BY LOCAL CODES. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. PVC WILL BE MIN. SCHEDULE 40 24. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT -OFF. 25. WATER PIPING INSULATION SHALL BE 1" THICK ARMAFLEX INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED WITH 1/2" THICK ARMAFLEX INSULATION. 26. STUDOR MINI /MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 27. [NOT USED] [ WALL CLEANOUT SANITARY RISER 3" DOWN TO FIRST FLOOR N.T.S. N.T.S. PROJECT 0 CO 0 O L.L REYI81Q•i ARCH /ENG DATE 4.12 DIUG. E3Y EE /CH SHEET P OF 2 PLUMBING NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE 3. HIMSELF WITH ALL EXISTING CONDITIONS. 4. ALL MATERIALS SHALL BE NEW. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER /ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 10. WATER PIPING SHALL BE TYPE "M" COPPER FOR 2" AND UNDER ALL UNDERGROUND WATER PIPING SHALL BE TYPE "L" COPPER ENCASED IN BLACK POLY PIPE. 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 13, FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE GROUP AS PER CODE AND WITH GOOD ENGINEERING PRACTICE 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS; EXCEPT AT WATER HEATER AS PER CODE. 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. 16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL /FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATTING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK. 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE WITHIN 72 HRS. OF NOTIFICATION AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 18. [NOT USED] 19. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS. 20. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES PIPE MAY EXTEND AS WASTE OR VENT. — PROVIDE CLEANOUT TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED - THREAD WITH TFE JOINT COMPOUND. CONCRETE FLOOR SLAG. LONG SWEEP AT END OF LINE OR COMBINATION WYE AND EIGHTH BEND IN RUN OF LINE. HUB AT FLOOR RI`: ER LENGTH AS REQUIRED COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN. CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTEN- SION IF REQUIRED. DIRECTION OF FLOW PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. Et. GFNIO EdQUTAGA, P. 3320 -B NORTHEAST 32ND S1 FORT LAUDERDALE, FL. 33 PHONE: (954)566 -9708 C.A. 1713 0 z N z 0 1T1 z O Z rn rn cn 11A- 7 U 0 cf) 0 U) 4 (/-) L1J z W 0 0 LLJ z a\ / E DESIGN REQUIRES! V -:S NJ DUCT SMOKE DETECTOR X FIRE DAMPER(S) SmE'KE DA "1PER(S) FIRE RATED ENCLOSURE X FIRE RATED REILr /FLnDR CEILINT, ASSEMBLY X X FIRE STEPPING X SMEKE CEIINTREL X A/C LEGEND r RIGID DUCTWORK F DUCT UNDER POSITIVE PRESSURE DUCT UNDER NEGATIVE PRESSURE 1 �� CEILING DIFFUSER RETURN AIR GRILLE CLASS 1 FLEXIBLE DUCT MANUAL VOLUME DAMPER SYMBOLS GR. UL L.D. F.D. EXHAUST FAN SMOKE DETECTOR THERMOSTAT S/A SUPPLY AIR �A RETURN AIR 1 ' FLA FRESH AIR OLA OUTSIDE AIR C.D. CEILING DIFFUSER r REG. REGISTER GRILLE UNDERCUT LOUVER DOOR FIRE DAMPER R.T.U. 4_ ROOF TOP UNIT E.R. EXHAUST REGISTER E.F. EXHAUST FAN H 1 4W.C.D. 'FOUR WAY CEILING DIFFUSER M.V.D. + MANUAL VOLUME DAMPER C.F.M. I CUBIC FEET PER MINUTE 12 "x9" 3W CD 175 CFM -8" O IBR.= I I I I • I- I T I 1 I ,' L - 1 '- - - -� 12 "x12" 4W CD 175 CFM -8 "0 f r T-r - - - -n 1 I 1 I\ I I 1 I � I 1 T -Ai I I I I I i' -- S! �i•.k AREA 12x9- 12 "x12" 4W CD 200 CFM -8" f - -- -L r'I f - - iv v J rI 8 "x8" 2W CD \100 CFM -6 f 10x8- 12x8 - - 10x8 - - -- 1i A.H .0 8 "x8" 2W CD 100 CFM -60 1 SH. R 8 "x8" 4W CD 100 CFM -6 "0 (( . REFRIG. LINES 12 "x12" TRANSF. GRILLE. W/12"0 I-IVAC PLAN ,_. EXH. LOUVER 4"0 METAL DUCT W/ DAMPER. 1� UAS FR RECROCM 6 "x6" 1W CD 50 CFM -4" Q Nic Tr __12"x12" 4W CD 150 CFM -7" Q 12"x12" 4W CD i r--1 1 150 CFM -7" o .REstDr';c 1/4 =1'0" 0 L F R � � ; � IvA 1 •'J A/C C.U. #1 7/8" SUCTION 5' -0" MINIMIMUM 3/8' LIQUID FROM PROPERTY LINE. v EXIST ,N'AL.L - -- i t \ N.; . REFRIG LINES `UP TO 2 nd. FL. T fl pE EXIS" CONIC P LAI 7 ORy Cx 1 :S p,;`, _ - EXISTING FIRST FLOOR I-IVAC PLAN 1/4=1'0" E 1 3320 -8 NORTHEAST 32ND ST FORT LAUDERDALE, FL. EUGENIO ERQUIAGA, P. PHONE: (954)566- 9708 C.A. 1713 • J r r; PROJECT 4 -3E ARCH /ENG WA 3 =54 -03 udi BLDG. DEPT COMMENTS 1 OF z MIAVII SHORES, FORT FLORIDA 33138 E AA-000058 MECHANICAL NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA, ASHRAE, NFPA 90A, 90B, 91 & ANSI B -9.1 MECHANICAL REFRIGERATION. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. 4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS- BUILT" DRAWINGS. 5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE [5] COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. 6. ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SKILLED WORKMAN. 7. ALL AIR CONDITIONING DUCT WORK SHALL BE OF 1 -1/2" (R -6) STANDARD DUTY FOIL REINFORCED FIBERGLASS WITH MANUFACTURER'S LOGO PRINTED ON VAPOR BARRIER ALL FLEX TO BE R -6. 8. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL WITH SEALED SEAMS AND JOINTS. 9. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. 10. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT. DEVICES SHALL BE TITUS, METALAIRE, AIRGUIDE. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS. 11 - THERMOSTAT SHALL BE COMBINATION COOLING /HEATING, WITH SYSTEM "COOL -AUTO- HEAT -OFF" AND FAN "ON -AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE, HONEYWELL OR EQUAL. 12. NOT USED. 13. ARMAFLEX 3/4" INSULATION SHALL BE USED FOR SUCTION LINES, FILTER /DRYER AND SIGHT GLASS SHALL BE PROVIDED AT LIQUID LINES. 14. ALL BRANCH TAKE -OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. ALL ELBOWS AND TEE'S MUST BE FURNISHED W /TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT ALL FLEX TAKE OFFS. 15. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE STARTING THEM. REPLACE THEM PRIOR TO FINAL ACCEPTANCE BY OWNER. 16. NOT USED. 17. PROVIDE SMOKE DETECTORS WITH ACCESS DOORS IN ALL SUPPLY AIR DUCTS FOR FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. ALL SMOKE DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM. 18. PROVIDE TYPE "8" FIRE DAMPERS IN ALL DUCTS OR OPENINGS PENETRATING FIRE RATED WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, TENANT SEPARATION, PARTITIONS, FLOOR OR ROOF SLABS AND AT 0/A INTAKES. PROVIDE RADIATION RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING FANS, DIFFUSERS OR GRILLES RATED FOR USE IN THE CEILING ASSEMBLY. 19. NOT USED. 20. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEERS BEFORE INSTALLATION. RUN INSULATED CONDENSATE DRAINS AS REQUIRED. 21. ALL INSULATION WILL HAVE FIRE /SMOKE RATING LESS THAN 25/50. 22. PROVIDE A MIN. OF 3' CLEARANCE IN FRONT OF ALL 120 -240 VOLT PANELS AND 4' 23. CLEARANCE IN FRONT OF ANY 480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 24. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCH. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 25. ALL EXHAUST DUCTS shall be constructed of sheet metal, terminate outside the building, and be equipped with a backdraft damper. (No T -Fin allowed) 26. ALL TOILET ROOMS not having an outside operable window shall be provided with a mechanical exhaust system to produce 1 complete air change every 3 minutes except where the ventilating air has been conditioned, there shall be a complete air change every 7.5 minutes. (An a/c drop in the toilet room for an interior bathroom is not sufficient or acceptable means of ventilation - an exhaust fan shall be provided.) 27. DUCTS FROM TOILET ROOMS shall discharge to the outside of the building, shall be terminated not Tess than 6 inches above the finished roof surface, and shall be screened with a corrosion resistant material having a mesh size of not larger than 1/2 an inch - (Provide goose neck or rain cap on roof terminations.) 28. CLOTHES DRYER EXHAUST DUCT shall NOT be screened. 29. CLOTHES DRYERS EXHAUST DUCTS (or vents) shall comply with manufacturer's installation instructions, be constructed of a minimum 26 ga. metal pipe having a smooth interior surface with joints running in the direction of the air flow. Duct joints shall not be assembled with sheet metal screws or other fasteners which would extend into the duct. • NOTES: AHU SHALL HAVE A CONDENSATE FLOAT SWITCH, TO CONTROL OVERFLOW THAT WILL AUTOMATICALLY SHUT DOWN THE AC SYSTEM THE DEVICE SHALL BE ATTACHED TO THE SECONDARY DRAIN OUTLET ON THE AHU. BECKETT: model # 4NFW97 5/8" PLYWD. 2X4 WO STUDS 016" O.C. 5/8" PLYWD. 2X4 WO STUDS 016" O.C. S/A DUCT AIR HANDLER UNIT REF LINES 1- ADS - ll lU R/A DUCT FULL LOUVER DOORS A.C. MOUNTING DETAIL SCALE: UNIT " X 2" 3/4" INSULAT: D PAD CONDENSING UNIT 6" MIN. CONCRETE BASE W 6" X 6'- 1 0/1 0 W.W.F. 2" X 2" X 3/4" INSULATED PAD 6" MIN. O8.: op.. SUCTION LINE WITH 3/4" ARMAFLER INSULATION AND VAPOR BARRIER SHEET METAL SCREWS MOUNTING DETAIL @ BAS LAG BOLT ANCHCS 1/16" X 1" X 16 GAUGE METAL STRAP. ONE ON EVERY CORNER OF CONDENSER. � 1 � f (CO ,- POWER AND CONTROL CONNECTIONS 6" MIN 4" MIN, .'■, LIQUID LINE WITH OUT INSULATION 0 � 4'0 SCH. 40 P.V.C. PIPE 3/4" COPPER COND. DRAIN ,P- T RAP /CLEAN -OUT „...- COND. DRAIN WITH FLOAT SWVITCH CONDENSING MOUNTING UNIT DET SCALE: N.T.S. N.'.T.S. 45' FLARED TAP INTO TRUNK DUCT TRANSITION TO CIRCULAR DUCT FOR CONNECTION TO FLEX DUCT. PROVIDE CLASS 1 FLEX DUCT TO DIFFUSERS. TYPICAL HANGING STRAP AND SADDLE HANGING DETAIL TURNING VANE ON ALL ELBOWS [TYPICAL] CORNER ANGLE--- NOTE: HANG DUCTS ACCORDING TO SMACNA STANDARDS " MIN. VOLUME CONTROL DAMPER. 20' MAX. FIBERGLASS DUCT [TYPICAL] SUPPLY TYPICAL CHANNEL AND STRAP DUCT HANGING DETAIL. METHODS OF HANGING DUCTS MAN TRUNK DUCT SCALE: RT.S. \ TRANSITION DOWNSTREAM OF BRANCH BRANCH TAKE -OFF DETAILS SCALE: N.T.S. ELBOW TURNING VANE DETAIL SCALE: N.1.S. AIR FLOW r 4 `Pei./ Q� ,<"` k rt 7/4- C 5 A/C SPLIT SYSTEM EQUIPMENT SCHEDULE A/C NUMBER: COOLING BTU'S SENSIBLE BTU'S: C.F.M.: LOCATION: MANUFACTURER: COMPRESS. MODEL: AHU MODEL: VOLTS /PH /Hz: STRIP HEATER SEER /EER NOTES: AHU SHALL HAVE A CONDENSATE FLOAT SWITCH, TO CONTROL OVERFLOW THAT WILL AUTOMATICALLY SHUT DOWN THE AC SYSTEM. THE DEVICE SHALL BE ATTACHED TO THE SECONDARY DRAIN OUTLET ON THE AHU. BECKETT: Model # 4NFW97 EXHAUST FAN SCHEDULE EF # MODEL # 1 GREENHECK - SP -9 • • •• #1 35,500 25,600 1200 CLOSET CARRIER 38TRA036 -3 FA4AN F042 •. • 240/1/60 8.0 12.0 SEER ✓ REMARKS EUGENIO ERQUIAGA, PE'# W87 3320 -8 NORTHEAST 32ND STkE FORT LAUDERDALE, FL. 9 PHONE; (954)566 -91US E 90 CFM -6" O TO WALL -CAP C.A. 1713 ■ 0 Z rn z 0 rn DATE DIUG. 13Y EE/C41 V (r) 0 SHEET 4 (1) Ld z W 0 f W V) IY W 7 0 F--- U W i- U • • REV181cN, ARCH /ENG 01 -22 -m3 • • • • • • • • • a OA • • '. )ECT .. .. • • 0 2 OF 2 0 0 J LL O.• • • -.111111 A -7 1 1 1 1 1 1 WP /GFI A -6 M!A6TER 'E CRCCM 1 A -8 A -8 A— 1 A -8 A -8 L,BRARY �- -�-- -_ r r— T 11 11 ,,\ I-� ; H ; - -1 -; -- , I 1 , 1 , I , I I I a --- - --+- - ,, A— 6 _ I r r?' - - --r. I I 1 11 I \ I--a 1 I I 1 I , I I L_ 1 PNL "EA A -1 A -1 A -1 A -1 SITTING AREA SkELViNG UNIT A— 1 A -6 A -3 A -6 A -3 A— 6 TO SWITCH — BELOW INSTA— HOT-- A -7 TO SWITCH BELOW EXIST. RESICENCE REMAIN ELECTRICAL _ SERVICE (VERIFY LOC.) EXISTING TC REMAIN EX;5TING TC ri A -12,14 / EXIST. iU,'ALL --- NEW COMPRESSOR EXIST. LAUNCRY TO REMAIN. EXISTING FIRST FLOOR PLAN - EXISTING SMOKE DETEOTRORS TIE TO HEW CIRCUIT EXIST, TO REM -1N, EXIST. CCNC. PLATFCR`1 E/ ST. PANTRY —1 \ A -3 TO EXTERIOR LIGHTING EXIST. RE5S'ENCE 1/4=1'0" • • • - • • • • • • • • _ • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• 1111 ••• • O • . OOO . O ' 1 : FUt ;FNIU ERQUTAGA, P. • ISO • • 3320 - NORTHEAST 32ND ST ) PHONE: (954)566 - 9708 FORT LAUDERDALE, Fl. 3 C.A. 1713 Z Z rn Z Z m rn to (r) n • PfaC�,IEC f • •••• • • ••• • • REVI610Ns DATE 01 -10 -03 DWG. 13Y EE /AN • • • (f) / i l ( N If_ w Li_ f I J w ` T� v, rI^ H LLJ v / Z 111 - 77717ENT - SHEET 1 - 1 OF 2 • • • • • • • • • • • • • • y ! • • • • •••• • • • • • • • • ti • (3) 250 MCM THWN 3" ELECTRICAL RISER (3) 250 MCM THWN 3 " COORDINATE ALL WORK WITH F.P.L.. ALL ELECTRICAL EQUIPMENT SHALL BE RATED 0 22,000 AIC. ALL ELECTRICAL EQUIPMENT 3' -O ABOVE MSL. LOAD CALCULATIONS HISTORIC LOAD 25.3 KW © 125% = 31.6 KW 31.6 KW PANEL "A" 23.7 KW 23.7 KW WHERE 120V SMOKE DETECTORS ARE USED IN RESIDENTIAL OCCUPANCIES SUCH DETECTORS SHALL BE WIRED TO BATHROOM OR KITCHEN LT'G. CKTS. SMOKE DETECTORS SHALLY COMPLY W/ FLORIDA BUILDING CODE LATEST EDITION 55.3 KW -►- 2;' 0.0 AMPS r -- 3 #2THWN & 1 #8G- 1 -1/2" 1_XISIT�NC. PANEL , - ''f (3) 3/0 THWN -(1) #6 - - RECONNECT ONLY j 2 -5/8" X 8' RODS & FOUNDATION STEEL LBj NEW PNL E NTS ..1 EUGENIO ERQUIAGA, P. #10R 3320 -B NORTHEAST 32ND SlOET \l FORT LAUDERDALE, FL. 3334 PHONE: (9541 -9708' E i/2 1/e3 // C.A. 1713' U (f) • 0 Li 7 0 O J LL. LL1 J 0 LLI 0 J CC O .... - .. / ,' " rRDJECT .,, • 1 • • • • . . ••• , • .. . . • • • • a• • REVI810Nt ARCH /ENG DATE 01 -20 -03 DI)G. !3Y EE /AH SHEET E -2 OF 2 . .... , • • to- ELECTRICAL LEGEND SYMBOL DESCRIPTION 'O+ EXHAUST FAN L.-4 COMBINATION EXHAUST FAN /LIGHT -4- WALL MOUNTED INCAND. LIGHT FIXTURE 4 >" CEILING MOUNTED INCAND. LIGHT FIXTURE WIRE RECESSED INCAND. LIGHT FIXTURE y RECESSED INCAND. STEEP LIGHT FIXTURE CI KW 2'X2' FLUORESCENT LIGHT FIXTURE Mig 2'X4' FLUORESCENT LIGHT FIXTURE WIRE 1'X4'FLUORESCENT STRIP LIGHTING FIXTURE NOTES POLE CB TRIP ................ _ .. -TRIP 1'X8'FLUORESCENT STRIP LIGHTING FIXTURE 1 cam= 2FT TRACK LIGHT > i EXTERIOR FLOOD LIGHT ® SPEAKERS © CEILING * CEILING FANLLIGHT WITH BRACED JUNCTION BOX FAN BOX, PROVIDE 3 WIRE O O JUNCTION BOX ® CEILING MOUNTED SMOKE DETECTOR 1 10V., INTERCONNECTED W/ BATT. BACKUP. SEE ELECTRICAL NOTE BELOW PANEL SCHEDULE. © DOOR BELL PUSH BOTTOM f WALL SWITCH (SINGLE, DOUBLE, ) $3 WALL SWITCH (3 -WAY, 4WAY) t DIMMER WALL SWITCH 14 GARAGE OPENER 9 SINGLE RECEPTACLE 4 DUPLEX RECEPTACLE I? 311'2 THHN DUPLEX RECEPTACLE, 46" TO CL AT KITCHEN BATHS AND TOPS HALF SWITCHED DUPLEX RECEPTACLE 1 220 VOLT RECEPTACLE .I ( -) QUADRUPLEX RECEPTACLE 1 RECEPTACLES FLOOR MTD. FLUSH DUPLEX RECEPTACLE ma 7 FLOOR MTD. FLUSH QUAD. RECEPTACLE TQL I`A TELEPHONE OUTLET LIGHTS I* TELEPHONE /COMPUTER OUTLET COMPUTER OUTLET ' 14 1 2 1 20 50 FLOOR MTD. FLUSH TELEPHONE OUTLET 3112 THHN FLOOR MTD. FLUSH TELEPHONE /COMPUTER OUTLET RECEPTACLES 3112 THHN FLOOR MTD. FLUSH COMPUTER OUTLET �i 2 iTiyi TELEVISION OUTLET {i ELECTRICAL PANEL L DISCONNECT SWITCH Ii ELECTRIC METER ® BATTERY BACK UP EXIT LIGHT BATTERY BACK UP EMERGENCY LIGHT 13 ABBREVIATIONS: GROUND FAULT INTERRUPTER= GFI ABOVE FINISH FLOOR= A.F.F. VERIFY PRIOR TO INSTALLATION= VH UNDER CABINET= UC PUSH BUTTON= PB COUNTER TOP LEVEL= C VAPOR PROOF= VP BELOW COUNTER= BC WEATHER PROOF= WP ti • (3) 250 MCM THWN 3" ELECTRICAL RISER (3) 250 MCM THWN 3 " COORDINATE ALL WORK WITH F.P.L.. ALL ELECTRICAL EQUIPMENT SHALL BE RATED 0 22,000 AIC. ALL ELECTRICAL EQUIPMENT 3' -O ABOVE MSL. LOAD CALCULATIONS HISTORIC LOAD 25.3 KW © 125% = 31.6 KW 31.6 KW PANEL "A" 23.7 KW 23.7 KW WHERE 120V SMOKE DETECTORS ARE USED IN RESIDENTIAL OCCUPANCIES SUCH DETECTORS SHALL BE WIRED TO BATHROOM OR KITCHEN LT'G. CKTS. SMOKE DETECTORS SHALLY COMPLY W/ FLORIDA BUILDING CODE LATEST EDITION 55.3 KW -►- 2;' 0.0 AMPS r -- 3 #2THWN & 1 #8G- 1 -1/2" 1_XISIT�NC. PANEL , - ''f (3) 3/0 THWN -(1) #6 - - RECONNECT ONLY j 2 -5/8" X 8' RODS & FOUNDATION STEEL LBj NEW PNL E NTS ..1 EUGENIO ERQUIAGA, P. #10R 3320 -B NORTHEAST 32ND SlOET \l FORT LAUDERDALE, FL. 3334 PHONE: (9541 -9708' E i/2 1/e3 // C.A. 1713' U (f) • 0 Li 7 0 O J LL. LL1 J 0 LLI 0 J CC O .... - .. / ,' " rRDJECT .,, • 1 • • • • . . ••• , • .. . . • • • • a• • REVI810Nt ARCH /ENG DATE 01 -20 -03 DI)G. !3Y EE /AH SHEET E -2 OF 2 . .... , • • to- - _ _ PANEL A __ - VOLTAGE 120/240V� PHASE 10 WIRE 3W MOUNTING: FLUSH_ BUS: 125 AMPS A.I.C. 22K RATED MANS: MLO POLES: 24 CKT No CKT 8KR KW - LOAD DESCRIPTION WIRE COND SIZE NOIES CKT No CI<1 BKR KW LOAD DESCRIPTION WIRE COND. SIZE NOTES POLE CB TRIP C8 -TRIP 1 1 TQL 15 3.0 LIGHTS 2114 THHN I 2 1 TQ TGI 20 20 20 ) ( -) BATH RECEPTACLES 3/12 THHN 3 1 TQL 15 ( -) LIGHTS LIGHTS 2114 THHN 2114 THHN j 4 1 RECEPTACLES 311'2 THHN 5 1 TQL 15 ( -) 6 1 RECEPTACLES 7 1 TQL 15 ( -) LIGHTS 2114111H ' 8 10 1 2 _ TQI. TQL HACI 20 50 _ ___�) (� 8.9 3112 THHN RECEPTACLES 3112 THHN 9 11 2 TQL 70 11.8 INSTA -HOT 314 THWN 1 i ' A.H.U. #1 316 THWN 12 13 __� 14 2 IIAOI -. 40 (..) A.C.C.U.,> 1 318 THWN 7 16 17 18 20 - - - -- 19 21 22 23 24 TOTAL 23.7 KW = 98.5 AMPS l ti • (3) 250 MCM THWN 3" ELECTRICAL RISER (3) 250 MCM THWN 3 " COORDINATE ALL WORK WITH F.P.L.. ALL ELECTRICAL EQUIPMENT SHALL BE RATED 0 22,000 AIC. ALL ELECTRICAL EQUIPMENT 3' -O ABOVE MSL. LOAD CALCULATIONS HISTORIC LOAD 25.3 KW © 125% = 31.6 KW 31.6 KW PANEL "A" 23.7 KW 23.7 KW WHERE 120V SMOKE DETECTORS ARE USED IN RESIDENTIAL OCCUPANCIES SUCH DETECTORS SHALL BE WIRED TO BATHROOM OR KITCHEN LT'G. CKTS. SMOKE DETECTORS SHALLY COMPLY W/ FLORIDA BUILDING CODE LATEST EDITION 55.3 KW -►- 2;' 0.0 AMPS r -- 3 #2THWN & 1 #8G- 1 -1/2" 1_XISIT�NC. PANEL , - ''f (3) 3/0 THWN -(1) #6 - - RECONNECT ONLY j 2 -5/8" X 8' RODS & FOUNDATION STEEL LBj NEW PNL E NTS ..1 EUGENIO ERQUIAGA, P. #10R 3320 -B NORTHEAST 32ND SlOET \l FORT LAUDERDALE, FL. 3334 PHONE: (9541 -9708' E i/2 1/e3 // C.A. 1713' U (f) • 0 Li 7 0 O J LL. LL1 J 0 LLI 0 J CC O .... - .. / ,' " rRDJECT .,, • 1 • • • • . . ••• , • .. . . • • • • a• • REVI810Nt ARCH /ENG DATE 01 -20 -03 DI)G. !3Y EE /AH SHEET E -2 OF 2 . .... , • • to- ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SI-ALL NOTIFY THE OWNER OR HIS REPRESENTATIVE AS SOON AS POSSIBLE AFTER DISCOVERY OF THE IT2OBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL OWNER HAS DIRECTED CC2RECTIVE ACTION TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND FAMILIARIZE HIMSELF WITH ALL CONDTIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. EXISTING CONDITIONS OF ELECTRICAL EQUIPMENT, LIGHT FIXTURES, ETC... THAT ARE PART OF THE FINAL SYSTEM SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO SUBMITTING HS BID. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NAlONAL ELECTRIC CODE AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. 4. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVAIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. 5. MINIMUM WIRE SIZE SHALL BE #14 A.W.G. EXCLUDING CONTROL WIRING. UNLESS OTHEFNISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH THHN INSULATION. 6. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, PLASTIC AND CAST ALLOY WITH THREADED HUBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED MEAS. 7. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 8. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. OR LOCAL CODES. 9. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. 10. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRiT CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER /ARCHITECT. 11. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 12. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFETS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. 13. 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 THERE BY. 14. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILItY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 15. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. 16. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER ANO TELEPHONE COMPANIES. 17. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. 18. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUIT BREAKERS. 19. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, DEVICES, ETC. FOR ALL OUTLETS AS INDICATED. 20. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL EE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER /ARCHITECT. 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. 23. ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS W/ TYPEWRITTEN DIRECTORIES. 24. ALL ELECTRICAL AND COMMUNICATIONS OUTLETS TO BE AT 16" A.F.F. UNLESS NOTED OTHERWISE, VERTICALLY MOUNTED. 25. ALL LIGHT SWITCHES TO BE AT 42" A.F.F. 26. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL ELECTRICAL WIRING FOR HVAC SYSTEM INCLUDING CONTROLS, THERMOSTATS, POWER, ETC. SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 27. RESIDENTIAL LOAD CENTER: BREAKER PANELS - ALL CURRENT CARRYING BUSSES SHALL BE COPPER. ALL GROUND BUS BARS SHALL BE COPPER. PANEL BOARD ENCLOSURES SHALL BE FURNISHED WITHOUT PRE - PUNCHED CONCENTRIC HOLES. A.I.C. RATINGS SHALL BE AS INDICATED ON PANEL BOARD SCHEDULES. 28. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUN, QUICK -MAKE, QUICK -BREAK ENCLOSURES AS REQUIRED BY EXPOSURE. 29. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC, WITH OVERLOAD RELAYS IN EACH HOT LEG. 30. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS INDICATES THE CONTRACTOR SHALL FURNISH AND INSTALL. 31. CONTRACTOR SHALL CONFIRM WITH FPL ANY AND ALL REQUIREMENTS SUCH AS: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, TRANSFORMER SIZE, SCHEDULED DOWN TIME FOR OWNERS CONFIRMATION, ETC. ANY CONFLICTS SHALL BE BROUGHT TO ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. 32. VOLTAGE DROP FOR ALL CONDUCTORS SHALL NOT EXCEED 3%. WHERE VOLTAGE DROP EXCEEDS 3 %, CONTRACTOR SHALL INCREASE SIZE OF CONDUCTOR(S) AS REQUIRED. 33. CONTRACTOR SHALL PROVIDE GFI TYPE BREAKER FOR ALL EXTERIOR 120V CIRCUITS OR GFI PROTECTION - HOOKING TWO TOGETHER. 34. SMOKE DETECTORS SHALL COMPLY W /NFPA 72 SECTION 2- 2.1.1.1.AND2 -2.2.1 35. GAS PIPING SHALL BE BONDED 36. ALL BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER LISTED TO PROTECTION OF THE ENTIRED BRANCH CIRCUIT ti • (3) 250 MCM THWN 3" ELECTRICAL RISER (3) 250 MCM THWN 3 " COORDINATE ALL WORK WITH F.P.L.. ALL ELECTRICAL EQUIPMENT SHALL BE RATED 0 22,000 AIC. ALL ELECTRICAL EQUIPMENT 3' -O ABOVE MSL. LOAD CALCULATIONS HISTORIC LOAD 25.3 KW © 125% = 31.6 KW 31.6 KW PANEL "A" 23.7 KW 23.7 KW WHERE 120V SMOKE DETECTORS ARE USED IN RESIDENTIAL OCCUPANCIES SUCH DETECTORS SHALL BE WIRED TO BATHROOM OR KITCHEN LT'G. CKTS. SMOKE DETECTORS SHALLY COMPLY W/ FLORIDA BUILDING CODE LATEST EDITION 55.3 KW -►- 2;' 0.0 AMPS r -- 3 #2THWN & 1 #8G- 1 -1/2" 1_XISIT�NC. PANEL , - ''f (3) 3/0 THWN -(1) #6 - - RECONNECT ONLY j 2 -5/8" X 8' RODS & FOUNDATION STEEL LBj NEW PNL E NTS ..1 EUGENIO ERQUIAGA, P. #10R 3320 -B NORTHEAST 32ND SlOET \l FORT LAUDERDALE, FL. 3334 PHONE: (9541 -9708' E i/2 1/e3 // C.A. 1713' U (f) • 0 Li 7 0 O J LL. LL1 J 0 LLI 0 J CC O .... - .. / ,' " rRDJECT .,, • 1 • • • • . . ••• , • .. . . • • • • a• • REVI810Nt ARCH /ENG DATE 01 -20 -03 DI)G. !3Y EE /AH SHEET E -2 OF 2 . .... , • • to-