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PLANSPERMIT NO. .� ADDRESS: . MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. SubJect to compliancy wttfr alt Federat State, Cocmty,YUlage rules t':d regvtatons. Waage no retponslbtt(ty for accuracy of/or results front these ;tans. 2. This copy of plans mutt be ayat(tbta on twftding ttte or no Inspection will be conducted. JOB ADDRESS APPLICANT PHONE f# APPUCATION SHEET OF MISCEU ANEOUS l/ DATE D CRITIQUE SHEET y 7/ ,D7 COMMENTS /0 SLY---6 c,k r , Gli /'�' and r ve / C) 1 re ((‘‘_.5 e v`rro k 5 2 0 3 ft pi cam-, 4 r I C c, ra /c /4 J AVer5 thze4 )L5 d— . c/ AL 5e _ck i . S c f6CC rf ve&trecv _s i'27,‘ t try s c'ek D /D ' (cJd draw/n vF 1 See 5 a so - 7 9raievez. 4 , 3 ) INITIALS 3 wvsveki SA550NGt) - bo a" /n'y ,\ I � S2rl Him fr /e , 1 _ 17i � `1A Asj� rdo r ,41,),/4✓liN , — {VVn/6G7/ hl PMKT 0120 d93� .5rr_e i t G ac.; 3 . y.v„s Z OZ¢ "T} III P!III!� .-/FX f)a._ r,vur /9N37 / /i . z.L . C<.ps} LB FKECF.r / Y 7,1 x3 �av4 M0✓w77v5 CN-4A rL xz LCaee..vi ALT 7075 773 ✓N) 01 4) N / 9 1 c OEry.L. RZ W/4 JG9LS . S7 - /�'o . s�J V,c 1 I 1 c- c ,7, T /Div N/kN 5,0E W CL MDa.v7 Scvcc % • /. o.vs ADPF(7 3/& S ' �Ay' /30Lr Dcr/s •L Z Gf�.vvycL) N/jr7E. i4 ' 9 S > p,- , 0 /27 FL of 'LW 5 //9/B ' - es /NC. PD• /3.0.r //7/ OGp...� FZDQiO. JZ..70 1 GPa4✓.V ./:M 5'i9L.r AS Ss/0.w 1 "44/ Y.i'v i Offv.; ✓_H ( . c. 4,7; c a , y6v), /A/c, l . /2 9r ForAy4/4 ✓ .33644 l47 / or / tA:1/4 1 L 4'' go/ 4z - S.1‘.fK SPS 5- 235e t4 SPECIFICATIONS: I -' ,I it` cti • 1 E E - 310' E.St"x:; N S.A3 T S LES . A TE_PP ELEC BLE PHONEC.A BLE UNDEPCcJND 1 4 - WOOD FENCE TO BE A MAX. OF 5 HIGH. - ALL MEMBERS TO BE P.T. W000 SOUTHERN PINE N. 3. - WOOD POST TO BE AT NOT MORE THAN APART - THREE ROWS OF 2" X 4" RAILS SHOULD BE PROVIDED. - BOARDS TO BE e X 6 X 6 DOG EAN D/C W000. - ALL NAILS TO BE GALVANIZED TYPE. - NOT INCLUDED AS A STANDARD FINISH,FENCE CAN BE STAINED AS ALTERNATE. 1: Ai )(c.,1 KE TCH r2t2. L. 0U13 5 ti KAT /I)/ IA1 rots' op.e.E.53 49.5 N. E. ra-, 1 M M 1 51/01.? E , FL /. . , . e ' . 0 r _ - ( 1 ri r / _ f j J KxY - 1 r t 1 /7-".t i.vee r . , ,eeeI I " - ri I (e-.1. - -5 I / 1-------:--- ' ) _. i , et , p r 1 1 1 1 1 4 , i, e. , , 1)<1 _ _ ; . - / I -- •..7".• . '. • ' 1( ,9 — 1J 4 __/ - /I/O/if: / c:7 0 %.-/c.:, — ../-4/"-.. - J.• .?"":" /. 1.)._,4 /) -- .4=-..!=- r ' n 1 s Sr M r-7.A r , I I- 1: I 31S• - ;y. • ; ' f 7 • , f■ , i i 1 4 , , y •, 4-'' I ' • .9 : i 1 f , , - , • k t ' 1 : :' • . 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' . t t� c t. t -t it l \ t• r t t• t : 1 r. c'r. >L ": 1 14 . - .t• 0, s( i. 44‘. .' C# f: .W C ti a i'. - t-- f-t•(: •• ie.\`C 4 ■,•••C .t i:t:t,• :'` t ( \ „ \t . t '1( -e•{ \y { am t'? 'C'' +4, : > - ".i 4.-\ _i. it' ._•_ ( j 4 •. -t<• r` r . i (�Z. j =\. J * t. i s (- . tl;t. s , ; {" f: • ;`; ` `j r t‘ ' .('11 - �►. L 1 c . .1 b'.'. R're., 1•. (-f t;: A I. 4•' K -".a +} t. i_ \ _ . _ _ . ( • "►:1 a° {, � : y.� \ - t_a t'C. \i - � �_ lr r . � - r - r i'. �•. \-\ - 1 t- t.i>'C -i'. . r . It: l -i= : -V t- `"tt-► 1. ^.(,.; k l L CA TI .N SKF: 1 a .'ALE: 1 > > ��• / uv 50' __. 4 /2 // /O . /3 /1 /S 70' ry / W. X /(x SKE ICII OF SURVEY Lots 23 and 24, Block 49, MI,1MI SHORES SEC11LON NO. 2, according to the plat thereof recorded in Plat Book 10, at Page 37, of the Public Records of Dade County, Florida. 14' . 13 . No . 276 -60) August 16, 197 Dade Land Title Co. H1E 105153 5.72 2316• For W1.11iaui L. Stout & Jan M., h Zrife E. R. 13ROWNELL & ASSOC. INC. 3152 Coral, Way Miami, Florida Phone > 1t3 -3511 Scales as Shown 1 THEREBY CERTIFY: That the attached "SKETCH OF SURVEY" of the above described property is true and correct to the best of my knowledge and belief a3 recently surveyed and platted under my direction, also that there are no encroachments other than those shorn. ai }i 13y E. R. Brownell Registered Land Surveyor T #928 State of Florida 1105 ` 'CAL ': 1' ° eo' ki 1 ■ k T� en ' SK . rci i OP SLIF?VeY 6 /•O Y1 / - G'. X3.._3 , A - 1 � •S 1 ,S' e ✓U C/ / / r / • K> " .33.O • f / GI/ ry e ; 4 / / / / 7 /J6 it .9/ ' f /S ■ `A .mo SE ^jERAL NOTES, For plan 10yout, deck dimensions, plot pion, schedule), pool IoCOtiryn, rind special ,details see Sheet no.2 . 2 A 1 S.wlmming 0001s shall bear on rock or undisturbed sand. All and floors shall be q.nrted or po canc. Crjrxrete shall hove o Compressive strength of 3,000 psi rn,n.a9 28 rdoys. 3. Alt reinforcing steel shall be irate rrr,ediofe grade Steil COnfOrreing tr A S T M A 305. Steel shall t.a tint,lop{ .ed and placed in aCCOrdanCt .v the A.C. ■ . slondard' and s('ecI1 Cations 4 All pool piping shall be PVC Sched.40 and bear the NSF of bppro..Jl. 5 3ock,va;h shall to 10 on under pool Sump Of 100 sq.lt. min. areo pf ..G.11o4 drmn rprk, lO..n irrrr ;0tion, *ater,vOy,etc in occord0(Ce':.r$ loco Ord .X._e. 6. D'!.pos ai of pool water shall conform to Sec .5004 of It.t SFRC. SurkJce g rads a shall confine pondlnq of ppol ,voter to within lot Imes and SuCh pCnding Shall ^u) persist for snore than 1hr.'fter discharge. Grote Ot Main Droun shall have' free area for tires il•e0reo of the Sur - tips ire IV Cortri'1)e filter shnoll hobo 0 f 111rJlIOn rate not t0 exceed 3 G pet slit of Miler area No bark.vash required. It. All metallic condull, piping system, relnforcrng steel, Irghtutg futures and flltture hcrusmq mefol pans of ladders diving b. rds anJ 1h.tlr Supports shill he bonded together and grounded to o Colntron g,YJ,,nd. The bonding conductor sholl not be ',roller 11 ; - 13 cotter. '4o acre .wiring O.tr pool ,va`er. 6- '.Voter supply and disposal shot' be installed in o way >C IhOI there IS no Crass Connection . a restic . o'er supply Or :wafer dlspo ?al system. Holy and trot stroller shgl, hr.we removable ;creep arch o free onto 3 hir.ts the ore° of the suction line. • 8 p'S E RS T A 01 nr V ,— Stainless steel hondrarl STEPS 3, HANDRAIL DE TAI L n.J (V 1 Pool botro,n slob thckness (,n 1 FOPL/IULA AND CHART FOR POOL • fe - rte 1 r t _. ) s I, r :fT�e 601 co3d t Lt this rite are adegnzte td •.Wppor t ti a design Ior,d of 2500 psf. Should other conditions or materials be en countered,, t$ s engincer than be not;fic•3 before proceeding k'itStFe rk Gloled ceromlc tt'; 8Y CvD ROIL DING CORP 4 slob reirf ;r / ' 5.6 - - 10/10 mesh - NOTE Pool Top Fin G r a 9 T , ( - 4 j ft FIOOdCrrterlo 1- r N ss -o 1 '.Vo I evel 1 TYPICAL POOL SEC __)wasicstcrt9 r — CICJl (n7 Mix e pus. ant, 1.1, S co u r 495 Ally. 9t" Stiteet P1 /4141 4N0MS, rtoa/v .s. 1 10 1 S tv 11 ct 141,9HI FLORI0,1 Coping Rer CYa O•oln 1,re r �L 2 4' 3 4 Slob Sl 3y 10' !Ain „wldlh of deck -4 -0 DECK FOOTING 3 SLAB DE TAI L POOL DATA POOL CAPACIT 'JAL, F I LTER AREA 57. Fr FILTRATION RATE -iPm 3ACKN'vASH RATE GPI,] Zti.4 14 17. + It HP. V. 1 TURNOVER RATE PU!AP SIZE Bond beam 1 q”. 8'1 WALL SECTION N• • T 8 hg /4/105 cont 20,489 ' acuum aryl Swi.r lire . hd. 2 ( 11 V) - I 011p v for Strict c L hd Pool 3otloin L Use [6J slob BOT T. SLAB W/ HYDROS TATIC UPLIFT f Relief valve .ih�te)rarble pigs!er Precast conc o rustproof fiberglass Mac Dra,n rr lir Jr. 1 I,n 1[ TER a PIPING DETAIL WELL = r v Stainless Steel r Steeltex form or Kroft board TYPICAL WALL SECTION '— I T- . t.0 CONDUCTOR ON LOAD SIDE G. F. C. I. SIMI BE KEPT ENTIRELY INDEPENDENT CF ALL uiii_,Z WRING & ELEC SAL ADDER T r - Ste deck de, 1 1 AJzI!rory pu,rrp line to to ottoched whenemptying pool during periods of high .water la 1('s r - r To pump t ' e _ � f•1"r0CK coilec Ilan bed .where hydro relief needed Aw relief POI r D E A I L 4 - 0" rain. i8 ` n ' 4 "slob //Juncti boa 'Ile Coping 1,3'obo.e dick l j `�� E li non- COrr0sr.e Ii, I drlts COndult� sr. sreEF_ light niche DE TAI r v7/0// J/ le; IV r / /v - r, - *Joe /.4r 5,t 5v /11.4 - our LE p 0Er. I : 3 1 cJ J'3 tr. ;1.3 . p1/.•11:3r-1 - 1,10 lf31 ,1,4 ;I r i, T ot .,, N ��-- •'� ;�. —.:ire •�'" 1_ nt r �, 's1 1 f • 4 3 'r CIO 00 iS Ix r ij • ,1. 4 3 . a:. _ (oC a ;id ode ; �t a:t 1 10) 1 S. W. 11 et. 11.111, flA] :1 0,1 ► is " ' 1 is 4 s j.:. •': y ea 1/3 = / -0 ( L O r -2. 9, -1 /, 4 J S D c S t. O 1TR' c ToR SHILL VERI Y ALL DIMENs!CNS "ND CONCIT N .r: SI . i0/ -7 0/4 'i, 'f ?i V/. • ., l / 4..r ✓! M1 /J / Al /4 ii r; % _ L i T (_) (J r 'U1 i ! i'v1 I %r1 0 < `: L C J SLIDE SLIDE PLAN DErA /L t O REF' • . S. P / .fI '2 SLIDE EL_EVA orrAIL !1l!io") ' li Ott. ,:�,. rr'�p`.t 0 -. ' .�` f' - ' ` � • i� s �i a •..v .., ;.o- :" ) r X ICJ ..• -...--- _ A - A - 777 1 .1 ' ,/ ' / \ / 1. N.. ..• -...--- _ A - A - 777 1 .1 ' ,/ ' CiNcit4\-kt) A I-12114,02 i -72, 1155 ^ - • , ,^ • - • • _ • • , ^ ■ y _•, ■ • o PSMA11\) 3 •• ,3/87 No4 44 az-iz — 5x‘61 last - ro e_s _ • • -1 9 ( 3 7)(4 6 ` S Itic, 12 H)OJC71 t(001 - 6 , 1 -1- SS. 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(N._ ,-..._.,.. ‘....... :-.. • ,, c 1 . _ • ■ - • 7- _ ^ ^ • — ' ' ' ' ' • ' ' " • • • - - • • - - • • - - - ... . - „ . „. „„ , _ _ - . - - — - „ - ■ ■ ■ 4 • , _ • - y 1 _ • • • _ - • - _ 1_ • - • - - • - • ^ • , _ • , • • - _ g tott, tAgy ot* -032a 02., ' 'To IZV■AiNli\) 22v (tk v -rt) ) No Ali 0 t — 323 . - t --4 1-.59,9 1 1)5f c:1 (q)3•714" SINGLE 11‘.)k)(A NOVA O(.0 c L) ‘---- \ ( 7.) ox 1st in) 1 IRE'ItiA110 TT, 4- 4 511051 -72,1 r'sf • :1 1.11 26 ASV .'t1 NQ 4 0 Z .-- 12 itt")( cAsfeANI NoA4462-12Pi .1, 2_ A r "'".•• ■ ^4. t ‘•-c 3B 3 /6" cAs it MO AV 0 2-12_2' Wiltulow Rept4cement Plan FOR: Davidson Residence 131 NE 110 Street 4%1 p' - -7 2- , \ -ii „ 11 i"33 osemVir Aioml 02- (22//, 02- 7; 1. •.4 17 • +55. V I 4••• a .0, + 51. (4.3 f'a 37"43a)/e6,4,sEvAvor NO 002-1224,o — — _ kt I 7 0 • ' - cA5v nk. n)04402--ta - -1 57'6 — 623 •37 2.6" CAs6ticw NW-ik „Ls,. ; • '14 L (2. ITr • 1 173 - 243- 37"33 .36 (-9) CAI AVkic , &M1 — 122 ( 102- ; I — 37") 26 " &-frtE-Afr DONALD W SIIACKELF01 p Structural Engineers & Phumers PE-24803 7810 SW 66 Street Miami, Fl 33143 ride: (305) 271-8040, Fax: (305) 273-1210 -70,„ 57 ()s c. — 62,3 pS t _1 01) f t S. . f1• :`I'' r- C' k :: \ "Ti. t_ Isf r 4• �S' ;' %' • - _ ,t�.c,- \'� 1�1- c:, +sr, '.�: •'.#'r'.�,.: t., t >t.y +t.'.' 4 I .x1� S h\ �'•t ' #tr y. f i .�. �. , r a{ ° :Il iel i ^,t3. : ►f -t . t a m \ `�t • i s t: 4. .ti -:7.✓ _,: Via.. ei .t.. 1. , . .,.. _. _ _ ;.'•( t.ri x- �. .. ...,._ jieirt- ttm• iikf i(..- (V, }. k -ti ', 1-l‹ . if, (-4 1:7- ?_C -`.i 1‘ 5 I b r %j::t- s - t l - =1 \`i X .:(- ; . lilt ci LEGEND EXISTING DEMOLITION ___ (NON STRUCTURAL) SCALE: 114" = 1' -0" EXISTING FIRSTFLOOR/DEMOLITION PLAN 22' -5" 0 N F- -A- Do -A- _ I N 00 7' -5" 0 11' -2" 1 EXISTING SWIMMING POOL 22' -0" FLORIDA RM. LIVING RM. 21' -0" 22' -4" 6" RETAINING WALL 14'- 4" O 11' -2" L_ P 43'- 8" T T J L__J TIT . \ \ \` N\\1 r t F- 5'- 0' T J 00 00 FOYER 10'-0" N 1 0 000 0 17' -1" KITCHEN L) C5 ) 68' -0" 8' 6" 16'- 0" DINING RM. 3' -4" C- I 0 N 3' -0" FREEZER I I I I I I I I II TTTTTT 17'- 8" 35'- 8" • T IT 1 16' -0" 2 CAR GARAGE • BEDROOM #1 13'- 0" 5' -0" �' TTTTTTT 7Ti11T1 TT)ITT 9' - 6" ITT 0 0 0 0 Co Edward A. LANDERS, P.E. CONSULTING ENGINEERS 7850 NW 146TH STREET, SUITE 509 MIAMI LAKES Fl 33018 P.E p38398 Tel. 305 823 -3938 Fax 305, 823 -9355 PERMIT SET DWG INFO: © 244,1 EDWARD A. LANDERS P. F.. Inc. HEREBY IDEAS ARE SHALL NOT THE PRIOR TO RESERVE THEIR COPYRIGHTS TO THE AND DRAWINGS SHOWN. THESE DRAWINGS TO BE USED FOR THE PROJECT STATED ONLY AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE WHATSOEVER WITHOUT THE EXPRESSED WRITTEN CONSENT. CONTRACTORS VERIFY ALL DIMENSIONS AND SHALL RELY ON SCALED DIM ENSIGNS. NOTIFY ENGINEER OF ANY DISCREPANCIES COMMENCING WORK. APPROVED BY DATE REVISION 11 -18 -03 41 SHEET NUMBER LEGEND EXISTING DEMOLITION ___ (NON STRUCTURAL) SCALE: 114" = 1' -0" EXISTING FIRSTFLOOR/DEMOLITION PLAN 22' -5" 0 N F- -A- Do -A- _ I N 00 7' -5" 0 11' -2" 1 EXISTING SWIMMING POOL 22' -0" FLORIDA RM. LIVING RM. 21' -0" 22' -4" 6" RETAINING WALL 14'- 4" O 11' -2" L_ P 43'- 8" T T J L__J TIT . \ \ \` N\\1 r t F- 5'- 0' T J 00 00 FOYER 10'-0" N 1 0 000 0 17' -1" KITCHEN L) C5 ) 68' -0" 8' 6" 16'- 0" DINING RM. 3' -4" C- I 0 N 3' -0" FREEZER I I I I I I I I II TTTTTT 17'- 8" 35'- 8" • T IT 1 16' -0" 2 CAR GARAGE • BEDROOM #1 13'- 0" 5' -0" �' TTTTTTT 7Ti11T1 TT)ITT 9' - 6" ITT 0 0 0 0 Co TYPE SIZE DESCRIPTION CO DOOR 16" X 84" OVERHEAD / / HINGED SINGLE FRENCH DOOR 60" X 80" HINGED DOUBLE (180° HINGES) `J POCKET DOOR 18" X 80" DOUBLE 50 POCKET DOOR 18" X 80" SINGLE DATE _,_ 11 -18 -03 1 f A -2 SHEET NUMBER TYPE SIZE DESCRIPTION CO DOOR 16" X 84" OVERHEAD O DOOR 32" X 80" HINGED SINGLE FRENCH DOOR 60" X 80" HINGED DOUBLE (180° HINGES) `J POCKET DOOR 18" X 80" DOUBLE 50 POCKET DOOR 18" X 80" SINGLE TYPE SIZE DESCRIPTION ® SINGLE HUNG (5) 37" X 76" NOA #01- 0629.08 O SINGLE HUNG (3) 37' X 76" NOA #01- 0629.08 © CASEMENT 74" X 38" NOA #02- 0423.09 DOOR SCHEDULE WINDOW SCHEDULE 2— #5 BARS #5 BAR DOWEL ® 12" O.C,INTO EXIST W /EPDXY GROUT * THIS MAY VARIE DUE TO SPECIFIC WINDOW SELECTED NEW WINDOW UNIT EXISTING STRUCTURE NEW JDCW SILL DETAIL PROPOSED FIRST FLOOR PLAN SCALE: 1/4" =1I-0" 10 -0" NEW POSTS \ U c cc N 14' -8" 0 SCALE: 1/4" =1 7' -5" WALL SECTION oe— EXISTING SWIMMING POOL LIVING RM. 21' -0" _ -2 " FLORIDA RMI. RETAINING WALL 6" 7' -2" 7' -2" ITTTTITTTTTTT �_ — ID /WI 00 00 2'I1" \ 6 \ . \ \ \` FOYER ENTRY 0 000 0 NEW KITCHEN CABINETS APPLIANCES BY OTHERS KITCHEN 42" HIGH RAILING CO I) CEILING LINE DINING RM. — 4" A -2 4 -6" N } 0 3 -0" 0 O 16' -0" 2 CAR GARAGE 18 -0" BEDROOM #1 'KT TTTTTTfflX 0 Edward A. LANDERS P.E CONSULTING ENGINEERS 7850 NW 14811 STREET, SUITE 509 14; A.111 LAKES Fl. 33018 P.E. p738398 Tel. 305 823 -3938 Fax 305, 823 -9355 PERMIT SET DWG INFO: © 2003 P.F,. Inc. HEREBY IDEAS ARE SHALL NOT THE PRIOR TO EDWARD A. IANDFRS RESERVE THEIR COPYRIGHTS TO THE AND DRAWINGS SHOWN. THESE DRAWINGS TO BE USED FOR THE PROJECT STATED ONLY AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE WHATSOEVER WITHOUT THE EXPRESSED WRITTEN CONSENT. CONTRACTORS VERIFY ALL DIMENSIONS AND SHALL RELY ON SCALED DIMENSIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES COMMENCING WORK, APPROVED BY DATE REVISION 11 -18 -03 A -2 SHEET NUMBER DOOR SCHEDULE WINDOW SCHEDULE 2— #5 BARS #5 BAR DOWEL ® 12" O.C,INTO EXIST W /EPDXY GROUT * THIS MAY VARIE DUE TO SPECIFIC WINDOW SELECTED NEW WINDOW UNIT EXISTING STRUCTURE NEW JDCW SILL DETAIL PROPOSED FIRST FLOOR PLAN SCALE: 1/4" =1I-0" 10 -0" NEW POSTS \ U c cc N 14' -8" 0 SCALE: 1/4" =1 7' -5" WALL SECTION oe— EXISTING SWIMMING POOL LIVING RM. 21' -0" _ -2 " FLORIDA RMI. RETAINING WALL 6" 7' -2" 7' -2" ITTTTITTTTTTT �_ — ID /WI 00 00 2'I1" \ 6 \ . \ \ \` FOYER ENTRY 0 000 0 NEW KITCHEN CABINETS APPLIANCES BY OTHERS KITCHEN 42" HIGH RAILING CO I) CEILING LINE DINING RM. — 4" A -2 4 -6" N } 0 3 -0" 0 O 16' -0" 2 CAR GARAGE 18 -0" BEDROOM #1 'KT TTTTTTfflX 0 +39.2 -47.6 < Non # \ORTH ELEVATION SCALE: 1/4" = 1' -0" W =S T IL SCALE: 1/4" = 1' -0" < 7 =VA TWO\ r Non # +44.2 -48.2 +44.2 -48.2 NOA # EXISTING RETAINING WALL +44.4 -48.4 (2) 3T "X76" SINGLE HUNG NOA #01- 0629.08 / J / < NOA FINISH FLOOR +4.3.3 +48.4 -47.2 -58.1 (5) 37 "X76" SINGLE HUNG NOA #01 FI +44.7 -46.6 NOA# -- 2(2' -0" X 6' -8 ") FINISH FLOOR EXISTING RETAINING WALL N N N eo \ ; rli i /AT ctt 1 1 n n r L i Edward A. LANDERS, P.E. CONSULTING ENGINEERS 7550 N'M 146TH STREET, SUITE 509 N,AUI LAKES FL 3:015 P.E /038398 Tel. (305) 823 -3938 Fax (305) 823 -9355 P ERMIT SE T DWG INFO: © 2003 E Inc. HEREBY TO THE IDEAS THESE DRAWINGS ARE STATED BE USED OR OTHER PURPOSE EXPRESSED SHALL AND SHALL NOT NOTIFY THE PRIOR TO FOWARD A. LANDFRS P RESIRVE THEIR COPYRIGH1S AND DRAWINGS SHOWN. TO BE U FOR THE PROJECT ONLY AND SHALL NOT REPRODUCED FOR ANY WHATSOEVER WITHOUT THE WRITTEN CONSENT. CONTRACTORS VERIFY ALL DIMENSIONS RELY ON SCALED DIMENSIONS. ENGINEER OF ANY DISCREPANCIES CCMMENCING WORK. APPROVED BY DATE A...3 SHEET NUMBER __. +39.2 -47.6 < Non # \ORTH ELEVATION SCALE: 1/4" = 1' -0" W =S T IL SCALE: 1/4" = 1' -0" < 7 =VA TWO\ r Non # +44.2 -48.2 +44.2 -48.2 NOA # EXISTING RETAINING WALL +44.4 -48.4 (2) 3T "X76" SINGLE HUNG NOA #01- 0629.08 / J / < NOA FINISH FLOOR +4.3.3 +48.4 -47.2 -58.1 (5) 37 "X76" SINGLE HUNG NOA #01 FI +44.7 -46.6 NOA# -- 2(2' -0" X 6' -8 ") FINISH FLOOR EXISTING RETAINING WALL N N N eo \ ; rli i /AT ctt 1 1 n n r L MICHAEL A. HERON) DESIGN BUILDING DESIGN, PLANNING, & INTERIORS 11010 SW 13TH STREET PEMBROKE PINES, FL 33025 PHONE: (954) 392 -3801 FACSIMILE (954) 392 -9929 EMAIL: mah design @aoLcom Edward A. LANDERRS p CONSULTING ENGINEERS P.E. NO 038398 7850 N W 1467 ST, SU TE 509, MIAMI, FL 33016 F r1ONE: (305) 823 -3938 FAX (305) 823 -9355 . . . , s., I_ -I Li J o fl 2 P 0 L.l_I CE 2 0 TZ < 'J I i 30 0 1 n 1--r CC CA � 50 • W 4 40 0 O I 1---- r 3ar 1/2" 21z: Ui ('> C-) Ili __N;1ME: 03 - 01 ,; :03 -01 _ :10118f03 D - 2, ,, , /: MH 2 010 2.5 50 SHEET , 8 TYPE: M41N 3U5: 2004 SERVICE; 1 0 3'!J NEUTRAL : VOLTAGE: 120/240 V, 60 Hz E i< I S I NCTI FAN E f - "4' MAINS: 2004 MOUNTING : RECESS LOC4TI0N: KV4 W. CON- DUIT C.B. TRIP REM4 KS CKT NO. 1 `O REMARKS C.B. TRIP co N - DUIT w RE Kv4 '2.0 06 I. 2 P OVEN I 2 4/C COMP 2P 1' 30 0 5.0 50 3 4 40 0.0 3ar 1/2" 21z: AuU 5 6 SPRINKLER 2P 1/2" 2 010 2.5 50 1 8 20 10 FECEPT, 20 1/2' 2 0x2 1,1 Is 2 012 1/2" 20 DISHWASHER 11 1 2 FECEPT. 20 1/2' 24=12 1.1 1.0 2 012 1/2" 20 LIGI-4TS 13 14 R.ECEFT. 20 1/2' 2 0,2 1.1 1.0 2 012 1/2" 20 LIGHTS 15 16 DRYER 2 P 1/2' 3 010 5.0 1.0 2 012 I/2" 20 LIGHTS 1 - 1 18 20 1.0 2 "12 2 012 1/2" 1/2" 20 20 LIGHTS (.34R34GE DISP. 19 21 20 22 5"14LL APP. SMALL AF'P, 20 20 1/2' 12° 2 012 2 012 1.5 15 15 45 2 010 1/2' 2P WATER HEATER 23 24 REFRIG. 30 1/2' 2 012 1.5 30 25 2,5 1<.ECEPT. 20 12" 2 012 1.1 1.1 2 "12 I/2" 20 FECEPT, 21 28 44-4U OLD Uj°ST4 2 P 2' 38,,,0 6.0 I,I 2 012 1/2' 20 R.ECEPT. 29 30 30 1.1 20 2 12' 20 FECEPT. 31 32 AHIU UPPER 2P 12' 3 01 ,� , 6.0 1 -5 2 X10 12" 20 1145HER 33 34 30 4.0 12' 2P A/C 35 36 4/C UFFER 2 12' 3 010 4. 30 31 38 30 39 40 A/C LFFER 2 F' 12' 3 010 4.0 41 42 30 " C ENO" , Ea GFI CKT. E - ^• OENOTEB CONTROLLED EFFY T.0 ./CONTACTOR FEEDER (.S); 3-3/0 IN 2' C. FED FROM: METER 4 DISC. CONNECTED LOAD: 32.1 KV4 DEMAND LOAD: 160.0 4 u B U1 SWITCH SING' E POLE S'.LITC-4 DIMMER SWITCH 3 -WAY DUPLEX FECEPT NEW C'uPL FECE EXISTING EXIS' CE' : N1 !�1 CEILING GFI FECEPT LULL L MOUNT JUNCTION sox r. 1420 L_D'UJ 5iN' E 426 E •26 E 425 KITCHEN KITCHEN 422 420 F';_8ZER AIR SON. EX,.. TINE SWIMMING POOL 1_ F Cr iS) 1. 0 1 SPECIAL FCRFOSE CUTLET EXTRIOR REFLECTORS DUPLEX FECEPT EXISTING_ -� CATE 41"1 419 • AI9 419 45 415 ( 4 419 45 4'5 SC4LE : 1/4 = 1' -0" FLORIDA RM, LIVING Rm. RETAINING WALL 001 E 419 DOOR TRACK 419 A'5 419 M!C. 011 ;4VE OUTLET 12'HjC N 415 4 419 411 T T " ' , ' 1 415 FOYER ENTRY 0 45 415 DINING RM. I 111 4 4'1 UP CLOS'ET l H 111 1 11 UTILITY CRY. /( t 2 C4R GARAG CLOSET r 7-- 12 17 0 BEDROOM 8,1 B4TH RM, i I I II 9 ;), Yr. p , >/ = /O/N' / /1 •'r %9,1eeV$ e • /rh °/ft artil" jrq '1 4_ NO 1, ALL WORK S1 -1ALL 5E PERFORMED ,N ACCORDANCE WITH THE LATEST EDITION OF TI-;E NEC, SE3C, AND ALL OTHER PERTAINING CODES AND STANDARD REGULATIONS ESTA- 5LISI -IED BY AUTI- 4CRITIES HAVING JURISTiC- TION, AND 81 -4ALL MEET THE R.EQU.RENIENTS OF OTI -4ER RECOGNIZED STANDARDS, SUCI -1 AS THE ASTM, EE, NEPA AND NEMA WHERE TI- -1E REQUIREMENTS OF SUCH STANDARDS 4RE MORE STRINGENT THAN THOSE CITED ABOVE. 2. ALL WORK SHALL BE PERFORMED BY LICEN- SED ELEGIR CONTRACTOR IN A FIRST CLASS MANNER, FULLY OPERATIVE, 4ND t0 THE ACCEPTANCE OF THE OWNER AND 4RC1-411ECTENGINEER. 3. ALL ELECTR'CAL MATERIALS AND EQUIP - SI -aALL BE NEW AND PROVIDED BY THE CO,N- 1 - aTR4CTCR, AND SHALL BE APPROVED BY U.L. AND BE4R THE U.L. LABEL. 4, PLANS ARE GENERALLY DI�'LGR4MATlC AND THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE 'WORK OF OTHER TRADES 50 THAT INTER=ERENCES BET'wEEN CON- DUITS, PIPING, EQUIPMENT, ARCHITECTURAL AND STRUCTURAL ILGF3< WILL SE AvOIDED. THE THE CONTRACTOR SHALL HAVE VISITED THE JCB SITE zEFORE BIDDING AND ASCERTAINED ALL EXISTING CONDITIONS WHICH WILL AFFECT 1-1I5 WORK- FAILURE TO DO 50 WILL NOT BE ACCEPTED 25 4 REASON FOR REQUESTING EXTRA PAY iN THE EVENT T1-44T THE EXISTING CONDITIONS RESULT IN EX1R4 MATERIAL OR LABOR, ANY EXISTING CONDITION FOUND BY THE CONTRACTOR WH!CN WILL ADVERSELY AFFECT THE 'WORK SHALL IMMEDIATELY SE BROUGHT TO THE ATTENTION OF THE ARCHI- TECT/ENGINEER. AFTER THE SYSTEM 5 INSTALLED, THE CON- TRACTOR SHALL CONDUCT AN OPERATIVE TEST FOR APPROVAL AND ACCCEFTANCE BY THE OWNER, EQUIPMENT SHALL BE GUARANTEED FOR 4 PERIOD OF ONE (I) YEAR FROM DATE OF FINAL ACCEPTANCE THEREOF AGAINST DEFECTIVE NI41ERI4L5, CONSTRUCTION AND WCR 3 4NSH P, LOAD CALS EX157. PANEL '4' 3 1.1)/SP X 5383 GEN. LIGHTS REFRIG CISI-IIJ,IASNER /N SMALL 4PP. s 1.5 RECEPT, GFI GARBAGE DISP, SPRINKLER 2 -5/8'0 x 1 0' -0' GROUND RODS SPACED APART 6 BOND TO FD'N. STEEL A 1,5 15 4.5 3.0 15 1.5 2.5 32.1 KVA ELECTRICAL_ RISER DIAGRAM SCALE: N.T.S. a . 10, DISCONNECT SWITCHES SHALL BE FRCVICED WITH CURRENT LIMITING FUSES FOR MAIN SERVICE DISCONNECTS, DUAL ELEMENT FUSES FOR MOTOR DRIVEN MECHANICAL EQUIPMENT SIZED PER EQUIPMENT MANUFACTURER'S RE- COMMENDATION. FIELD COORDINATE BEFORE ACTUAL INSTALLATION. }2. LIGHTING FIXTURES SHALL SE PROVIDED AND INSTALLED AS SCHEDULED ON THE DRAWINGS. 1 3. THE FINAL AND EXACT LOCATION OF ALL FIX- TURES SHALL SE EST4BLISNED BY THE OWNER AND /OR THE 4RCHITECT, FIRST 10 K'J' 00% REST s 40% HEAT 9 1 00% 35.4X1,000/240 100.0 AMP EXIST. 200 AMP PANEL RIC4L SUBMIT FOR REVIEW PROPERLY IDENTIFIED SI -40P DRAWINGS AND MANUFACTURE'S LITE- RATURE GIVING MATERIALS, FINISHES AC-OE- SORES AND INSTALLATION DIRECTIONS, WHERE REQUIRED, OF LIGI -ITING FIXTURES, PANELBOARDS, SWITCINES, TRANSFORMERS, CIRCUIT BREAKERS, WIRING DEVICES, RACELJAYS, CONDUCTORS AND OTHER ELECTRICAL COM- PONENTS, ALL CONDUCTORS SHALL BE SOFT -DRAWN COPPER. MINIMUM SIZE SI -4ALL SE " +2 FOR POWER I.J RING AND "14 FOR 154 C5'S. CON- DUCTOR INSULATION SHALL SE THIU/THIL , ALL WIRING SILL BE RUN IN CONDUIT. RGS OR MC: SHALL E3E USED FOR EXTERIOR LOCATIONS AND WHERE EXPOSED TO DAMAGE EMT MAY BE USED F OR INTERIOR SPACES. PVC MAY BE USED FOR UNDERGROUND RUNS WITH A GROUND IVU.RE AND WERE RUN '8" BELO:J FINISHED GRADE. ELBOW'S INTO GROUND 41\D SLAB 514ALL BE RGS OR IMO. GROUNDING SHALL CONSIST CF COPPER CON- DUCTORS IN CONDUIT WITH BOLTED CR BRAZED CONNECTIONS COPPERCLAD GROUND ROD FOR 1 20/200 NEUTRAL. GROUNDING AND BONDING SHALL COMPLY WITH NEC 250. ALL METALLIC RACEWAYS SHALL SE PROVIDED WITH COPPER BOND WIRE. MOTORS, TRANSFORMERS AND MECHANICAL EQUIPMENT :HALL BE PROVIDED WITH GREENFELD FLEXISLE CONNECTIONS, WATERTIGHT WHERE EXPOSED TO MOISTURE AND WEATHER CONDITIONS. 3 -3/0 IN 2" C. 10.0 5,4 20,0 38.4<V4 200 2 200 EXIST. DISC. TO FPL 3 -3/0 IN 2' G. EXIST, 200 A METER BASE EXIST APPROVED BY DATE E F-.. 0 F Q , la, j COD Lill ci (::' COO 495 NE" 91 ST MIAMI SHORES, FL & 0 SHEET NUMBER \ m R L: THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, SIGN AND EXTENT OF THE AND ARE PARTIALLY DIAGRAMMATIC. THEY :E NOT INTENDED TO BE SCALED FOR ROUGH -IN MEASUREMENTS, OR TO _RVE AS SHOP DRAWINGS OR PORTIONS THEREOF, ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE 'PICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION SEWHERE ON THE PROJECT, PT WHERE A DIFFERENT DETAIL OR SECTION SHOWN. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND ALL THE IBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, DIMENSIONS AND )ORDINATE EXISTING CONDITIONS AT THE JOB SHE WITH THE PLANS AND 'ECIFICATIONS. THEY SHALL REPORT ANY INCONSISTENCIES OR ERRORS IN IE ABOVE TO THE ARCHITECT/ENGINEER BEFORE COMMENCING WORK. THE )NTRACTOR AND HIS SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM ;TABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LINES, EVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR WORK. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, GENERAL NOTES OTHER DOCUMENTS, THE ACTOR SHALL NOTIFY THE ENGINEER IN :ITING OF SUCH OMISSION OR ERROR PRIOR TO PROCEEDING WITH ANY WORK lICH APPEARS IN QUESTION, IN THE EVENT OF THE CONTRACTOR'S FAILING TO VE SUCH AN ADVANCED NOTICE, HE SHALL BE HELD RESPONSIBLE FOR THE SULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING lE SAME. THE CONTRACTOR SHALL THE STRUCTURAL DRAWINGS AND 'ECIFICATIONS TOGETHER WITH THE ARCHITECTURAL, MECHANICAL, ECIRICAL AND OTHER TRADE SWINGS AND SHOP DRAWINGS, TO LOCATE _PRESSED SLABS, SLOPES OUTLETS, RECESSES, OPENINGS, BOLT _T11NG, SLEEVES, DIMENSIONS, ETC. NOTIFY ARCHITECT /ENGINEER, IN BITING, OF ANY POTENTIAL CTS BEFORE PROCEEDING WITH THE WORK. HO I) DRAW \E D=L -GAT ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR ENGINEER'S REVIEW ONLY 1ER THEY HAVE BEEN THOROUGHLY REVIEWED BY THE CONTRACTOR FOR )NSTRUCTION METHODS, DIMENSIONS AND OTHER TRADE REQUIREMENTS, JD STAMPED WITH THE CONTRACTOR'S APPROVAL STAMP. THE ENGINEER ;SUMES NO RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ENGINEERING SIGN BY DELEGATED ENGINEERS, ERRORS OR OMISSIONS AS A RESULT OF VIEWING ANY SHOP DRAWNGS. ANY ERRORS OR OMISSIONS MUST BE MADE )OD BY THE CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW DRAWINGS BY THE ENGINEER AND EVEN THOUGH WORK IS DONE IN :CORDANCE WITH SUCH DRAWINGS. BEFORE STRUCTURAL INSPECTIONS CAN BE MADE ON A PORTION OF THE RUCIURE, ALL RELATED SHOP DRAWINGS, DELEGATED ENGINEERING, :ODUCT APPROVAL, MANUFACTURER'S DATA AND OTHER RELATED ORMATION, MUST BE REVIEWED AND ACCEPTED BY THE !GINEER -OF- RECORD AND APPROVED BY THE BUILDING DEPARTMENT. ALL SHOP DRAWINGS SHALL CONTAIN THE MINIMUM INFORMATION, ITLINED IN THE FLORIDA BUILDING CODE ALL DELEGATED ENGINEER'S SHOP DRAWINGS SHALL COMPLY WITH ALL THE QUIREMENTS OF THE FLORIDA BUILDING CODE OP DRAWINGS SHALL CONTAIN ALL INFORMATION SHOWN ! THE STRUCTURAL PLANS (RELATED TO THE DELEGATED DESIGN) INCLUDING L DESIGN LOADS, IN ADDITION TO THE INFORMATION REQUIRED BY THE LEGATED ENGINEER'S DESIGN. THE ENGINEER OF RECORD SHALL REVIEW ALL SHOP DRAWINGS, PREPARED AND ;NED AND SEALED BY THE CONTRACTOR'S DELEGATED ENGINEER, ONLY FOR _NEPAL COMPLIANCE WITH THE DESIGN INTENT, REQUIRED LOADING AND >ORDINATION WITH THE STRUCTURE DESIGNED BY THE ENGINEER OF RECORD. CONTRACTOR SHALL SUBMIT TO THE ENGINEER OF RECORD, ONLY ONE SET OF PIA AND ONE SET OF BLUE PRINTS OF THE STRUCTURAL SHOP DRAWINGS FOR GINEER'S REVIEW, BEFORE STARTING FABRICATION. THE ENGINEER WILL TURN THE MARKED -UP AND STAMPED SEPIA TO THE ARCHITECT. THESE SEPIA (PIES SHALL BE USED TO MAKE PRINTS AS REQUIRED FOR HE SHOP DRAWING ;1RIBIJTION. SETS OF BLUE PRINTS (WITHOUT SEPIA) WILL NOT BE ACCEPTED. STS c N V IA\ S AND V \GING: ITHODS: 1. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF THE FLORIDA BUILDING CODE AND ALL LOCAL, STATE AND FEDERAL LAWS. 2. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR SAFETY, STRUCTURAL STABILITY AND FOR THE PROPER EXECUTION OF THE WORK. REMOVE WHEN WORK IS COMPLETED. 3, PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES, RAILINGS, OBSTRUCTIONS IN THE STREETS, ROADS OR SIDEWALKS AND ALL TRENCHES OR PITS ADJACENT TO PUBLIC WALKS OR ROADS. 4. AT ALL TIMES, PROVIDE PROTECTION AGAINST WEATHER (RAIN, WIND, STORMS OR THE SUN), SO AS TO MAINTAIN ALL WORK, MATERIALS, APPARATUS AND FIXTURES FREE FROM INJURY OR DAMAGE. 3. AT THE END OF THE DAYS WORK, COVER ALL WORK LIKELY TO BE DAMAGED. ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE CONTRACTOR'S EXPENSE. 3. THE CONTRACTOR SHALL PAY FOR ALL DAMAGES TO ADJACENT PROPERTY STR,CT„RAL 035 -OVA TIO \S: 1. DADE COUNTY REQUIRES THAT THE ENGINEER -OF- RECORD SUBMIT A STATEMENT, AT THE COMPLETION OF THE CONSTRUCTION WORK, REGARDING THE COMPLIANCE OF THE WORK WITH THE APPROVED PERMIT PLANS (.F.B.C. 2. IN ORDER TO COMPLY WITH THE ABOVE, THE ENGINEER OF RECORD MUST BE RETAINED AS THE STRUCTURAL INSPECTOR, AND NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONCRETE PLACING OR OTHER OPERATIONS THAT WILL CONCEAL STRUCTURAL ELEMENTS. UNLESS EVERY STRUCTURAL ELEMENT WAS ADEQUATELY OBSERVED BY THE STRUCTURAL ENGINEER -OF- RECORD (OR HIS REPRESENTATIVE), THE ENGINEER WILL NOT ISSUE THE REQUIRED "STATEMENT OF INSPECTION ". 3. IN THE EVENT THAT THE ENGINEER OF RECORD WERE NOT RETAINED TO PERFORM STRUCTURAL OBSERVATIONS, THE OWNER AND THE CONTRACTOR MUST NOTIFY THE BUILDING DEPARTMENT AND OBTAIN AN APPROVAL OF THE ENGINEER ENGAGED TO PERFORM THE INSPECTIONS, BEFORE START OF ANY STRUCTURAL WORK. 4. IT IS UNDERSTOOD THAT THE ENGINEER WILL NOT BE HELD RESPONSIBLE AND LIABLE FOR ANY OF THE CONTRACTOR'S WORK WHICH WAS NOT PROPERLY OBSERVED BY THE ENGINEER -OF- RECORD (OR HIS REPRESENTATIVE) OR FOR ANY WORK, APPROVED BY THE INSPECTING ENGINEER (OTHER THAT THE ENGINEER -OF- RECORD) WHICH MODIFIES OR CHANGES THE STRUCTURAL PERMIT RECORD DOCUMENTS. STR C,T..,RAL DF- 1. THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE - (2001 EDITION) AND OTHER REFERENCED CODES AND SPECIFICATIONS. ALL CODES AND SPECIFICATIONS SHALL BE LATEST EDITION AT TIME OF PERMIT. 2. WIND LOAD CRITERIA: C\ CR T BASED ON ANSI /ASCE 7 -98. BASIC WIND VELOCITY 146 MPH, OCCUPANCY CATEGORY I (AT HURRICANE OCEANLINE), EXPOSURE "C ". 3, ROOF DESIGN LOADS: DEAD LOADS 25 PSF LIVE LOADS: 30 PSF 4. FLOOR DESIGN LOADS: DEAD LOADS: . , . . . . 25 PSF LIVE LOADS: 40 PSF SUPERIMPOSED LIVE LOADS: RESIDENTIAL 40 PSF A., CSI -RFD COL, A AUGERED CAST IN PLACE GROUTED PILES. B ACCURATE LAYOUT AND INSTALLATION OF ALL PILES. C RECORDS. 2. TYPE OF PILES: _ CO \CF TI A\D RF- 5. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS: GRADE BEAMS: (BOTTOM) 3" (TOP & SIDES) 2" EXTERIOR SLABS ON GRADE: (BOTTOM) . 2" (TOP) COLUMNS AND BEAMS: (TO THE TIES) 1 -1/2" \JI- CT-D 1 SCOPE: 1.1 FURNISH ALL LABOR, MATERIALS, EQUIPMENT, INCIDENTALS, TRANSPORTATION, ERECTION/INSTALLATION AND SUPERVISION NECESSARY TO COMPLETE ALL PILING AND RELATED WORK CALLED FOR ON THE PLANS OR HEREIN OR REASONABLY INFERABLE FROM EITHER OR BOTH, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1.2 FOUNDATION CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH 111E NATURE OF THE PROJECT, EXISTING ON -SITE AND ADJACENT UTILITIES AND POTENTIAL HAZARDS AND TAKE WHATEVER PRECAUTIONS NECESSARY TO PROTECT THE OWNER FROM ANY DAMAGE OR LIABILITY. A VISUAL INSPECTION OF ANY NEARBY STRUCTURES SHALL BE PERFORMED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER PRIOR TO FOUNDATION CONSTRUCTION. ALL EXISTING CRACKS, DAMAGES OR POTENTIALLY HAZARDOUS CONDITIONS SHALL BE NOTED, DOCUMENTED AND REPORTED PRIOR TO PILE INSTALLATION. AUGERED GROUT INJECTED PILES SHALL HAVE A NOMINAL DIAMETER OF 14" AND SHALL BE CAST WITH A GROUT DEVELOPING 4,000 PSI AT THE END OF 28 DAYS. REINFORCING SHALL CONSIST ON 4 - #5 VERTICAL REBARS (FULL LENGTH OF PILE) HOOKED AT THE TOP AND PLACED CENTERED WITH THE PILE. PROVIDE #3 TIES AT 12" ON CENTERS. ALL PILES SHALL BE INSTALLED TO THE DEPTH REQUIRED TO DEVELOP A BEARING CAPACITY OF 25 TONS AND DEPTH TO 20' BLS. =ORC; \G: 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" 2. ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE WITH "HOT WEATHER CONCRETING" 3. ALL CONCRETE TO BE REGULAR WEIGHT W11TT A DESIGN STRENGTH OF 3,000 P.S.I. AT 28 DAYS, MAXIMUM SLUMP 5 ". 4. ALL REINFORCING TO BE NEW BILLET STEEL CONFORMING TO THE LATEST A.S.T.M. A -615 GRADE 60, FABRICATED IN ACCORDANCE WITH C.R.S.I. MANUAL OF STANDARD PRACTICE AND PLACED IN ACCORDANCE WITH A.C.I. 315 AND C.R.S.I. MANUAL OF STANDARD PRACTICE. 1 -1/2" CF\ -RAC STIR, CT�, =AL- \OTFS (Florida Building Code- 2001 Edition) 6. COLUMN REINFORCEMENT: DOWELS TO BE SAME SIZE AND NUMBER AS VERTICAL REBARS ABOVE. LAP 36 BAR DIAMETER OR MINIMUM OF 18 INCHES, U.O.N. PROVIDE RIGID TEMPLETS FOR DOWEL LOCATION. PROVIDE STANDARD HOOKS AT TOP OF ALL VERTICAL REINFORCEMENT AT NONCONTINUOUS COLUMNS (U.O.N.). 7. ALL DOWELS FOR COLUMNS SHALL BE SECURED IN POSITION PRIOR TO CONCRETING. PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT PERMITTED. 8. BEAM REINFORCEMENT: LAPPED 36 BAR DIAMETER OR MINIMUM 18 INCHES (SEE BEAM DIAGRAM ON PLAN). BOTTOM BARS SPLICED ONLY AT SUPPORTS, TOP BARS SPLICED ONLY AT MID -SPAN. ALL TOP BARS HOOKED AT NONCONTINUOUS EDGES (U.O.N.). ALL HOOKS TO BE STANDARD 90 DEGREE HOOKS AS REQUIRED (U.O.N.). 9. ADDED REINFORCEMENT: PROVIDE ADDITIONAL CORNER BARS BENT 36 INCHES MINIMUM EACH WAY AT "L" AND "T" CORNERS IN OUTER FACES OF ALL BEAMS TO MATCH ALL HORIZONTAL BAR (TOP, BOTTOM AND INTERMEDIATE REBARS). 10. SEE PLAN FOR MINIMUM SIZE CONCRETE 11E BEAM REQUIREMENTS. PP \ FORC -D V ASO\ RY WALLS: 1. HOLLOW LOAD- BEARING MASONRY UNITS SHALL CONFORM TO ASTM C -90, TYPE I, GRADE N, SQUARE END, WITH A MINIMUM AVERAGE COMPRESSIVE STRENGTH ON NET AREA OF f'm =1,350 (PSI). 2. SPECIAL INSPECTOR SERVICES ARE REQUIRED FOR ALL REINFORCED MASONRY CONSTRUCTION. THE SPECIAL INSPECTOR SHALL INSPECT THE PLACING OF THE REBARS IN THE CELLS, VERIFY CLEANLINESS OF THE CELLS TO BE GROUTED, AND OBSERVE THE PLACING OF THE GROUT OR CONCRETE INTO THE CELLS. 3. MORTAR SHALL CONFORM TO ASTM C -270, TYPE "M" OR "S ". 4. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING. 5. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH STRUCTURAL DRAWINGS AND DETAILS. 6. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR REVIEW OF THE ENGINEER. 7. VERTICAL REINFORCING: (A) ASTM A -615 PER REINFORCING SECTION. (B) WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL INCH TO SIX INCHES VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS IN A CELL ADJACENT TO THE VERTICAL WALL REINFORCING. (C) VERTICAL REINFORCING STEEL SHALL BE PLACED CENTERED IN THE CELL. LAP 48 BAR - DIAMETERS. PROVIDE BAR SPACERS AS REQUIRED TO MAINTAIN REINFORCING SECURED IN POSITION. (D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN A #5 REBAR. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY AND ARE CLEAN OF EXCESS MORTAR. (E) TC -1 REINFORCING SHALL BE #5 VERTICAL IN CONCRETE FILLED CELLS WHERE INDICATED ON PLANS. (F) ALL VERTICAL REINFORCING SHALL BE HOOKED INTO THE BOND BEAMS AT THE NON - CONTINUOUS END OF THE REBARS. (G) PROVIDE INSPECTION HOLES AT THE BOTTOM OF EACH REINFORCED MASONRY CELL, AS REQUIRED FOR LIFTS HIGHER THAN 5 FT. 8. HORIZONTAL REINFORCING: PROVIDE GALVANIZED #9 GAGE, LADDER TYPE HORIZONTAL JOINT REINFORCING EVERY SECOND BLOCK COURSE (1' - O.C. VERTICALLY) LAPPED 7 -1/2 ". PROVIDE SPECIAL HORIZONTAL REINFORCING AT "T" AND "L" INTERSECTION. ANCHOR TO COLUMNS WITH MINIMUM 4" EXTENSION INTO AREA OF POUR. 9. PROVIDE "DOVE- TAIL" ANCHORS AT 16" 0.0. VERTICALLY FOR ALL MASONRY PLACED ADJACENT TO ALREADY IN PLACE COLUMNS. 10. CELL FILLING CONCRETE SHALL BE "PEA DOCK" CONCRETE MIX (8" TO 9" SLUMP) OR GROUT WITH f'c =3,500 PSI MIN. AT 28 DAYS. 11. LINTELS: A, THE CONTRACTOR SHALL PROVIDE PRECAST CONCRETE OR CAST -IN -SITE LINTELS AT THE HEADS OF ALL OPENINGS IN MASONRY WALLS NOT EX- CEEDING SIX (6) FEET IN WIDTH WHERE BEAMS HAVE NOT BEEN SPECIFIED. FOR OPENING ADJACENT TO CONCRETE COLUMNS - THE LINTEL SHALL BE CAST -IN -PLACE WITH THE COLUMN. B. LINTEL MAY BE INTEGRAL WITH THE STRUCTURAL OR TIE BEAM WHEN HEAD OF THE OPENING IS 16 INCHES OR LESS BELOW. CONTINUE BEAM'S TYPICAL BOTTOM REBARS THROUGH AND ADD 2 - #5 BOTTOM TRUSS BARS AT DROPS AND 2 - #3 STIRRUPS AT 6 INCHES 0.0. EACH END AT DROP. C. MINIMUM BEARING FOR ALL LINTELS 8 INCHES EACH SIDE OR PROVIDE DOWELS AND POCKETS IN ADJACENT CONCRETE COLUMNS. D. LINTEL TO BE MINIMUM OF 8 INCHES DEEP WITH 2 - #4 TOP AND BOTTOM FOR CLEAR SPANS LESS THAN 6 FEET, 12 INCHES DEEP WITH 2 - #5 TOP AND BOTTOM AND 2 - #3 STIRRUPS AT 6 INCHES O.C. EACH END, FOR SPANS GREATER THAN 6 FEET (UP TO 8 FEET). CALL ENGINEER FOR SPANS LARGER THAN 8 FEET `MTH NO SPECIFIED BEAMS OR LINTELS OVER. S TR „ C T" R A I____ WOOD 1. TO CONFORM TO RULES OF THE MANUFACTURER'S ASSOCIATION UNDER WHOSE RULES THE LUMBER IS PRODUCED. (SEE SUPPLIER'S SPECIFICATIONS). 2. TO BE AIR DRIED, WELL SEASONED AND GRADE MARKED AT MILL. 3. TO BE NO. 2 SOUTHERN PINE, UTILITY GRADE DOUGLAS FIR OR WEST COAST HEMLOCK. 4, ALL STRUCTURAL WOOD TO BE SURFACED FOUR (4) SIDES (S -4 -S) WITH A MINIMUM FIBER STRESS IN BENDING OF 1,200 P.S.I. AND A MAXIMUM MOISTURE CONTENT OF 19 PERCENT. 5. ALL LUMBER AND PLYWOOD IN CONTACT WITH CONCRETE, STUCCO, MASONRY OR OTHER CEMENTAT1OUS MATERIALS SHALL BE TREATED TO COMPLY WITH AWPA STANDARD LP -2. 6. STORE ALL LUMBER ABOVE GRADE OR FLOOR. STACK TO ALLOW PROPER AIR CIRCULATION AND PROTECT FROM WETTING WITH SUITABLE COVER. WOOD - FR ,SS - S: THE BUILDING CODE REQUIRES THE ENGINEER -OF- RECORD TO INCLUDE WITH ALL RECORD PLANS COMPLETE TRUSS FRAMING PLANS, INCLUDING ALL CONNECTIONS AND LOADING DATA, TO THE BUILDING DEPARTMENT FOR PERMIT. THE TRUSS DESIGNER - DELEGATED ENGINEER MIDST FOLLOW THE LAYOUT OF 111E TRUSSES AND GIRDER - TRUSSES, AS SHOWN ON THE STRUCTURAL FRAMING PLANS. IN THE EVENT THAT THE TRUSS DESIGN ENGINEER REQUIRES A CHANGE IN 111E LAYOUT, HE MIDST CONTACT 111E ENGINEER -OF- RECORD (AS SOON AS POSSIBLE AND DURING THE DESIGN PHASE) AND PROVIDE THE PERTINENT INFORMATION (LOCATION AND MAGNITUDE OF LOADS) TO THE ENGINEER -OF- RECORD. IN 111E EVENT THAT SUCH COORDINATION DID NOT TAKE PLACE, PRIOR TO PERMITTING OF THE PROJECT, THE OWNER OR CONTRACTOR SHALL PROVIDE TRUSS SHOP DRAWING, FOR A/E REVIEW, PRIOR TO START OF FOUNDATION CONSTRUCTION. THE STRUCTURAL FRAMING PLANS OF RECORD, WILL BE MODIFIED TO INCLUDE ALL THE INFORMATION CHANGED ON THE SHOP DRAWINGS, AND NEW FRAMING PLANS WILL BE ISSUED (AT ADDITIONAL COST). NO FOUNDATION WORK SHALL BEGIN BEFORE THE STRUCTURAL ROOF AND FLOORS TRUSS FRAMING PLANS HAVE BEEN VERIFIED AND COORDINATED WITH THE ENGINEERED TRUSS SHOP DRAWINGS. 1. DESIGNED AND FABRICATED IN ACCORDANCE WITH "NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENERS" BY NFPA 2. TRUSSES SHALL BE DESIGNED, SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER, WHO SHALL BE ASSIGNED AS A DELEGATED ENGINEER FOR THE CONTRACTOR, THE DELEGATED ENGINEER DESIGN AND INDICATE ON THE SHOP DRAWINGS ALL TRUSS COMPONENTS, TEMPORARY BRACING, BRIDGING, HARDWARE, METAL HANGERS, ANCHORS AND METAL SHAPES AS REQUIRED BY DESIGN OR AS INDICATED ON THE PLANS. ALL METAL PARTS 10 BE GALVANIZED. 3. SHOP DRAWINGS SHALL COMPLY WITH THE FLORIDA BUILDING CODE, REGARDING MODIFICATION OF THE FRAMING (FROM THE ONE SHOWN ON THE STRUCTURAL PLANS), INDICATING ALL PERMANENT BRACING (AS SHOWN ON THE STRUCTURAL PLANS) AND INDIVIDUAL MEMBER BRACING. 4. TRUSS DESIGNER ENGINEER SHALL INDICATE THE NET WND UPLIFT REACTIONS FOR EACH TRUSS AND GIRDER TRUSS. EACH TRUSS SHALL BE STRAPPED TO 111E SUPPORT WITH A HURRICANE STRAP (AS PER DETAIL ON PLAN). THE SIZE OF STRAP AND AMOUNT OF NAILS SHALL BE SELECTED BASED ON THE UPLIFT DATA OF THE STRAP AND THE TRUSS SHOP DRAWINGS. 5. ALL SEATS FOR THE WOOD GIRDER TRUSSES HAVE BEEN SPECIFIED BY ED LANDERS, IN COORDINATION WITH LOCATION AND LOADING INFORMATION PROVIDED ON THE PRE - ENGINEERED WOOD TRUSS SHOP DRA'WNGGS, 6. THE STRUCTURAL PLANS INDICATE ALL THE REQUIRED LATERAL PERMANENT BRIDGING, AS RECOMMENDED BY THE "TRUSS PLATE INSTITUTE ". TRUSS DESIGNER ENGINEER SHALL PROVIDE INFORMATION AND SHOW ON PLAN, ALL LATERAL BRACING OF ANY TRUSS INDIVIDUAL MEMBERS, AS REQUIRED BY TRUSS DESIGN. 7. TRUSSES SHALL BE INSTALLED WITH OUT OF PLUMB AND OUT OF PLANE TOLERANCES, AS PER THE "TRUSS PLATE INSTITUTE" (SHOWN ON THE ROOF PLAN). ANY TRUSS EXCEEDING THE SPECIFIED TOLERANCE MUST BE REALIGNED OR REPLACED. 8. INSTALLATION OF TRUSSES LONGER THAN 35 FT. OR HIGHER THAN 6 FT. SHALL BE MADE UNDER THE DIRECT SUPERVISION OF A LICENSED BUILDING OR GENERAL CONTRACTOR OR A LICENSED STRUCTURAL ENGINEER OR ARCHITECT. STRUC RAL STF 1 STA\ DARDS: All Structural Steel, Steel Joists and erection thereof shall conform to AISC "N anual of Steel Construction" AISC "Specification for the Design, Fabrication, and Erection of Structural Steel for 3uildings" AISC "Code of Standard Practice for Steel 3uildings and 3ridges ", and SJI Standards and Designations, latest edition, 2. LOADS: For load requirements for steel structural elements, 3. STRUCTURAL SHAPES: All structural steel hot rolled shapes anc plates shall be AS Tv A36 with a minimum yield stress of 36 ksi. All steel shall conform to AISC Standards and Specifications for the Design, Fabrication, and Erection of Structural Steel. 4. TU3ES: All structural steel tubes shall be AST 3 with a minimum yield stress of 46 -psi. 1. V1 A500, Grade 5. PIPE: All steel pipe shall be ASTM A53 Grade 3, Type S with a minimum yield stress of 35 Ksi or ASTM A501 with a minimum yield stress of 36 ksi. 6. 3OLTS: All bolts shall conform to "Specifications for Low Carbon Steel Externally and Internally Threaded Standard Fasteners" AS TV A307 or "Rich Strength 3olts for Structural Steel Joints, Including Suitable Nuts and Plain Hardened Washers AS A325. See plans for designations and locations All bolts shall be A325 unless specifically noted otherwise. JOISTS (Se, JOIST GRDERS: All steel open web joists and joist girders shall conform to standard specifications and configurations as set forth by SJI Unit Designations, or they shall be specifically designed by a Florida Registered Professional Fngineer, All such design nd submitt{als shell conform to the requirements as set form S by :he ate of Florida Department of ProfessionalRegulation 3oard of - ) rofessional En in,eers relatin to 'Specialty Engineers . All Bridging shall be in place berore any superimposed loads are placed on the roof system. y 8. WELDS: All welc.s shall conform to AWS Standards and shall be made by properly certified welders. All electrodes shall be E70XX. All welds shall be wire brushed and painted to assure weather resistance. 9. ROOF OPENINGS: Steel Contractor shall supply and install all roof openings. Exact sizes and locations shall be coordinated oyy the General Contractor, Steel Contractor, and Trade affected by the opening. 10. SHOP PAIN TING: . All ,steel. shall be shop painted prior to de every to :he fob si:e with an approved wea:her e and rust resistant paint, All steel shall be suostantially free from rust when delivered to the job site. 11. SHOP 9RAWI \GS: Prior to fabrication and construction, the steel fabricator shall submit shop drawings for all related work to the Architect for review and approval. All details of steel elements and connections shall be part of this submittal. All materials and designations shall be clearly indicated. The Fabricator shall be responsible for implementing the design as set forth on the plans and maintaining fabrication and erection tolerances and for ensuring the fit and erectable structure. Structural submittals requiring engineering input such as those dealing with substitute connections shall be accompanied by design calculations and shall bear the impress seal and signature of the "Specialty Engineer". All such design and submittals shall conform to the requirements as set forth by the State of Florida Department of Professional Regulation 3oard of " Professional Engineers relating to "Specialty Engineers . Edward A. LANDERS, P.E. CONSULTING ENGINEERS 7850 NW 148TH STRUT, SUITE 509 MAUI LAKES Fl_ 33015 P.E /038.`98 Tel. 305 823 -3938 Fa (305) 823 -9355 DWG INFO: PERMIT sir © MA FDWARD A LANDERS P.E . Inc. HEREBY RESERVE THEIR COPYRIGHTS TO THE IDEAS AND DRAWINGS SHOWN. THESE DRAWINGS ARE TO BE USED FOR THE PROJECT STATED ONLY AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE WHATSOEVER WITHOUT THE EXPRESSED WRITTEN CONSENT. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND SHALL NOT RELY ON SCALED DIMENSIONS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. F -1 3' -0" X 3'- 0" X 1-0" W/ 3 - #5 BARS E.W. O.0 - TOP & BOTTOM #5 TRANSVERSE BARS @ 24" O.C. C -1: 3 X 3 X 3/16 STEEL TUBE W/8X8X 3/8" BASE PLATE & TOP 1/4" BEND PLATE (U BRACKET) C -2: 6 X 6 X WOOD POST W /5X5X3 /8" BASE PLATE & GALVANIZED BOLTS TOP & BOTTOM B -1: 4 X 5 X '4 STEEL TUBE P -1: ATLAS HELICAL PILE, W/5 TON CAPACITY TC -1: 1 - #5 BAR IN FILLED CELL WF24: 12 X 24 W/3 - #5 BARS CONTINUOS W/ #5 TRANSVERSE BARS © 24" 0.C. TC -2: 8 X 12 TIE COLUMN W/4 - #5 BARS & &3 TIES @12 "O.C. LEGEND EXISISIING CMU WALL EXIST. FOUNDATION NEW FOUNDATION SCHEDULE TC- 2 TTTTTTT TO- � ,- 2 f v ::^ :'•:1 TTTT Lii 0 Z W Li 0 0 0 SCALE' 1/4' = 1-0" NEW POSTS 0 0 P P C -2 F -1 C -2 M C -2 F -1 C-2 /, 16'-2" FOUNDATION PLAN & FIRST FLOOR EXIST. FOUNDATION 0 t i— WF -24 C -2� WF -24 - 3' -7" CEILING - LINE F -- P -1 6' -9" D S -3 C -1 COLUMN F -1 C -2 C -1 EXISTING SWIMMING POOL FLORIDA RM. L LIVING RM. L_ C LIVING RM. /FLORIDA RM. POCKET DOORS ST-1 SCALE: 1/2" = 1' -0" RETAINING WALL f6" 16'-0" 2 J r D /WI L. II, B -1 STEEL TUBE C -1 FOYER (EXISTING STRUCTURE) E_ T T ENTRY C -1 COLUMN KITCHEN T 1' J DINING RM, r L- P UP TT CLOSET 2 CAR GARAGE (EXISTING STRUCTURE) STEEL TUBE 4 X 5 X '4 'o BEDROOM #1 PLATE 4 X 4 THK. 3/8" C -1 COLUMN 1 " = 1' - 0" BATH RM. (EXISTING STRUCTURE) 1 �TTTTTTTTTTTT X 1 1 TT TT I T J 0 MITT i - 316 [� 316 �\ COLUMN BRACKET DETAIL Edward A. LANDERS, P.E. CONSULTING ENGINEERS 7850 NW 146TH STREET, SUITE 509 MIAMI LAKES FL 33018 P.E #038,398 Tel. (305) 823 -3938 Fax (305) 823 -9355 PERMIT SET DWG INFO: Q 2003 EDWARD A. I ANDERS P F . Inc. HEREBY RESERVE THEIR COPYRIGHTS TO THE IDEAS AND DRAWINGS SHOWN. THESE DRAWINGS ARE TO BE USED FOR THE PROJECT STATED ONLY AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE WHATSOEVER WITHOUT THE EXPRESSED WRITTEN CONSENT, CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND SHALL NOT RELY ON SCALED DIMENSIONS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. APPROVED BY REVISION S -1 SHEET NUMBER DAIE 11 -18 -03 uj‘ W Z g 0) W Lo 4 DATE REVISION 11 -18 -03 23' -1" 2' -11" r 4' -O" 0 1 1 n ► i►n cnn► �cC'!flCn �c I s..2 SHEET NUMBER I I 1 I 2 X 3 STRIN I I 3 X 10 9 24" 0.0. I , I 1 r � J / \ APPROVED BY DATE REVISION 11 -18 -03 1 n ► i►n cnn► �cC'!flCn �c 495 NB 91 ST_ MIAMI SHORES, FL s..2 SHEET NUMBER 2 X2 CROSS RLJNERS SCALE: 1/4" =1-0" 4' -0" 4' -0" 11 11 - tf t1 u-LL-- - [FrT -- II II LLLL__ - - rTrT -- - II II _ LLLL__11.__ -- FT FT - II II LL LL - FT FT _ -_ II II _ LL LL -- - - IT FT - ICI - rrrr - II II LL LL _ _ ITTT - - - II II LL LLL - FTFT - - II II - --�--- - - --- IT IT II II - LL LL T _LLLL_ - - 2' - 10" n 4' - 0" TI �- - -_ - - TT`^ I - - - -. I I -- - -u - - TT I I — TT - — I - - TT I I - - - TT - I I Tr I - - _. I I --11_, - TT I I - _11_. ARBOR W /CROSSED RUNERS IT-IT - - -- - -- - - - -- TT'IT II II II II I %L - - -- - - - ---- - - - -- IT-IT- - - -- - -- - - - -- — TT TT - � II II II II ILIL - - -- - -- - - - -- L l- LL _ IT-IT- - - -- - -- - - - -- - FTrT II II II II �ILIL - - -- - -- - - - -- - -LLL- - - IT-IT- - - -- -- - - - - -- - - TT T I II II II II ILIL - - -- - -- - - - -- - IlLL 1T-IT- - - - -- - ITFT II II II II ILIL -- - - -- - - - - -- - -ll- - 11 -- IT -IT-- - - -- - -- - - - -- - rrTT II II II II ILIL -- - - -- - -- - - - -- - - LLLL -- IT-IT- - -- - - - -- - ITFT- -- II II II II _ _IL - -- IL - - -- - -- - - - -- LL LL - IT-IT - - -- -- - - - - -- -- ITFT -- II II II II ILIL - - -- - -- - ----- , -LLL - - _._ - T - IT - - II II II II IL_IL 4' -0" 1' - 0" 1' -0" CROSS JOISTS REMOVED FOR CLARITY I 0 0 I 2 X 3 X 12 STRINGERS If EXISTING ROOF & NEW ARBOR PLAN SCALE: 1/4" = 1-0" 3 X 10 © 24" 0.0. 13' -0" 2 " CLEARANCE X 12 GERS i EXISTING SWIMMING POOL C - (BELOW) C -1 (BELOW) N B -1 (BELOW) EXISTING ROOF EXTRUCTURE 2 X 3 X 12 STRINGERS C -1 (BELOW) ■ S - Edward A. LANDERS, P.E. CONSULTING ENGINEERS 7650 NW 146TH STREET, SUITE 509 MIAMI LAKES FL 13016 P.E (038398 Tel. (305) 823 -3938 Fax (305) 823 -9355 PERMIT SET DWG INFO: © 2003 FDWARD A. LANDERS P.E.. Inc. HEREBY RESERVE THEIR COPYRIGHTS TO THE IDEAS AND DRAWINGS SHOWN. THESE DRAWINGS ARE TO BE USED FOR THE PROJECT STATED ONLY AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE WHATSOEVER WITHOUT THE EXPRESSED WRITTEN CONSENT. CONTRACTORS SHALL VERIFY ALL DIMENSIONS AND SHALL NOT RELY ON SCALED DIMENSIONS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. 2- 5/8" GALVANIZED BOLTS 2- 5/8" GALVANIZED BOLTS DETAIL B 1 " 1 . -0 ., 2- 5/8" GALVANIZED BOLT PP J P 4 2- 5/8" GALVANIZED BOLT Na- 1' -0" DETAIL C 1" = 1' -0" 1" = 1' -0" 8" CONCRETE PEDEST, I SECTION Z -Z X 6 POST (C -1) STEEL BRACKET( E _DETAIL 3 DETAIL C 3 X 10'S © 24" 0.C. #5 TRANSVERSE BARS © 24" 0.C. 0 #5 BARS SCALE: 112" = 3' -0" SECTION AT ARBOR 8 "X8 "W /4- #5 BARS #3 TIES © 8" O.C. DARE F 1 13" 3 X 12'S PAVERS 6 X 6 POSTS SEE DETAIL "C" FOR BRACKET # Ca 12" 0.C. 0 2' -0" 2" WF -24 3 #5 BARS (D Edward A. LANDERS, P.E. CONSULTING ENGINEERS 7S50 NW 146TH SMUT, SUITE 509 MIAMI LAKES Fl. 13418 P.E /038398 Tel. 305 823 -3938 Fax (305) 823 -9355 SET DWG INFO: 0 2003 . ink. HEREBY IDEAS ARE SHALL NOT THE PRIOR TO EDWARD A. LANDFIS P.F RESERVE THEIR COPYRIGHTS TO THE AND DRAWMNGS SHO'hN. THESE DRAWINGS TO BE USED FOR THE PROJECT STATED ONLY AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PURPOSE WHATSOEVER WITHOUT THE EXPRESSED WRITTEN CONSENT. CONTRACTORS VERIFY ALL DIMENSIONS AND SHALL RELY ON SCALED DIMENSIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES COMMENCING WORK. APPROVED BY DATE ADDITION TO: AmN VOSON A R stat3 SHEET NUMBER 2- 5/8" GALVANIZED BOLTS 2- 5/8" GALVANIZED BOLTS DETAIL B 1 " 1 . -0 ., 2- 5/8" GALVANIZED BOLT PP J P 4 2- 5/8" GALVANIZED BOLT Na- 1' -0" DETAIL C 1" = 1' -0" 1" = 1' -0" 8" CONCRETE PEDEST, I SECTION Z -Z X 6 POST (C -1) STEEL BRACKET( E _DETAIL 3 DETAIL C 3 X 10'S © 24" 0.C. #5 TRANSVERSE BARS © 24" 0.C. 0 #5 BARS SCALE: 112" = 3' -0" SECTION AT ARBOR 8 "X8 "W /4- #5 BARS #3 TIES © 8" O.C. DARE F 1 13" 3 X 12'S PAVERS 6 X 6 POSTS SEE DETAIL "C" FOR BRACKET # Ca 12" 0.C. 0 2' -0" 2" WF -24 3 #5 BARS (D APPROVED BY ; DATE ,1,04witet) • VL rc ° • rni IL t, (j) I i ft 0 ( I) -----, ----- c ,- - - A 1 =I (j] \ --1 i t IC 2- 5/8" GALVANIZED BOLTS 2- 5/8" GALVANIZED BOLTS DETAIL B 1" = 2- 5/8" GALVANIZED BOLT z BSI 0 • 4 T • fi 2- 5/8" GALVANIZED BOLT 1'-0" S 8 " 77 777 117 , 77 / 1" = 1'-0" 8" CONCRETE PEDEST, STEEL BRACKET 0 ,,___ Yi/ 4-1 /2" DIA. K CTION Z-Z POST (C-1 ) 3 ETA I) L3 ETAL C #5 TRANSVERSE BARS 24" D.C. tc■ #5 BARS LE: 1/2' 3'-0" SECTION AT ARBOR 8 "X 8" W/4- #5 BARS TIES © 8" O.C. fl 1 3" 3 X 10'S 0 24 0.C. SEE DETAIL "C" FOR BRACKET #5 0 12" 0.0. -PAVERS 3 X 12'S 6 X 6 POSTS .. () ( 0.) I t 1- () 1 11 ( '--) i „A-e-6\ 1 0 Gk..,V ' - _. if , o 1. ( _ - O P 7 " 3'-0" 3 #=5 BARS •■ • VI 1 A. 1411P1:3, P.F. CONSULTING ENG NEERS 7550 10.6 STRET, SUITE 509 1A,ll LAKES FL 33016 P.E. jo38:!2 TeL (305) 323-393;3 Fax (305) 323-9355 DWG NFO: P MIT CD 2D03 E A- LANDERS P.F.. HEREBY ES.ERVE HEIR COPYRGHTS TO TH.E IDEAS AND DRAANGS SHC'toN. THESE DRAGS ARE TO 3E USED FOR THE PROJECT STATED ONLY AND SHALL NOT DE USED OR REPRODUCED FOR ANY OTHER PURPOSE , AIR A TSCEVER 'NI THOU T THE EXPRESSED '1VRITTEN CONSENT. CONTRACTORS SHALL VERFY ALL. ONiENSiGNS AND SHALL NOT RELY ON SCALED IMENS!ONS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CCM4ENCiNG L1 :3 SHEET () SHEET V..}MBER