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Y^ 4 44 44 44 .- ....._.:,...- ...... ��_... - mow I Rktiy yYVCCO_- V31 C EM 5t INcit.F'. T t( ON o i t o I b qc l.5t oo t+ i u4. SNI,A two WALL [ d'p" 2 "xG•` PLAta 3 oLitt) S 'cc. "A lo" 01.t �' t3'•&i -" c o tit c.. ?A A A . Vet 4� '• wp . MIAMI 24 1(6 % is "OG_ " _ot4c. � 15I0L C... f -0 M re,. fi. (X' Co r 1 >` t\Sr .01110A . 01110A _ . . v. a ..y.. . '� f. r Y a. r.. - ..w.....a,..�srw ......i r..... + �... • !e.- "�. ...n- ."l't h � r �+ .. ._, . • _'� it 4. 'ref..' 1 . % - ...... . 6 ' vK .' • . # i3tt'�' t /2.65 (c s. ti • r G ' `m00 ' •�«� tt d0' is e 0 U - `, - • y do Z/• Ala ibco,/ CccC p o 1 4 1% i 6 1p' e•7 N W • y 11 I j //. o `ter '.1 ,• N ' 0 it 1 /7 So; 9 9 /O • �ra • .3 This proeprty described as: Lot 15 and the East i of Lot 16, Block 83, 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. Note: Underground encroachments and utilities, if any, not located. Fence ownership by visual means only, legal ownership not determined. FLOOD ZONE: X /AE FLOOD INFORMATION: Community No.: 120652 Panel No.: 93 Suffix: J Date of F.I.R.M.: 3 -2 -94 Base Elevation: +8.00 N.G.V.D. v- /Paoc% /aze ," . 6/r/, S- 62 . E /c✓ 8.74' Da 0/e C©) ' Gj�r77�C �/c ✓— 9. 36' . B. 2s PROPERTY OF: MacLellan, Francois, 1209 N k �" �i (F r rr ,NQ(kaltdunll Y 4'ctpossed v;tt�i SyrxeYpe) Seal`'; • entrn appe • i i �XJ/?Ck71' suit t r 1 heri:by'Certif r that the surs-ey repre• vented hereon meets the minimum let hinkal standards set torch by the Board of Land rveyoi, in chaplet 61017 -6 III • . Adrnint the Code pursuant to '. lion 472.0 a. Statutes . ere are no, tl, owed r•alemellts' R on the nth.v than as n NI. • • 11 , S r w r �= �4 ;1/4:1 / 375/ \ C ) ; is! i4 ! / ; /21 // /a 2sj -�s f(7�B I ' • Certified To: Absolute Title Company, Fidelity National Title Insurance Company,, MacLellan, Francois and World Savings and.' Loan Association, FSLA, its successors and /or assigns. cam G'/ear ,c2.)= - ,7 /ur- 5ae= /e - /eeco, -� �o � o7c)2 Z ' 9 STn Scree r • 9 1 • ENGINtERS'`::` LAND SO \( • EYORS IAND PLANNER • • f • i • • 1 , .0 x .1 .. [• 0 v Office address: 359 AIcatat Avenue. Coral Cables, ilaiida 33134 r Mailing adtj s P O EiA 1131 Mt a mi. Florida 33156 ` +' v • s 3 a 56 »Z. fY s ALL FLOORS & WALLS OF POOL TO iE PNEUMATICALLY APPLIED CONC. WITH A MIN, 28 DAY OMPRESSIVE STRENGTH OF 2500 PSI, 2. ALL REINF, STEEL TO CONFORM TO i .S,T,M, 615 GRADE 60, 3, ALL POOL PIPING TO BE SCHED 40 VC BEARING NSF APPROVAL 4. FILTER BACKWASH SHALL COMPLY W TH SECTION 5004 OF THE SOUTH FLORIDA BUILDING C DE. 5, NO POOL CONSTRUCTION SHALL BEAR EXCEPT CLEAN SANDS OR ROCK. WHII TO PROVIDE A SAFE BEARING CAPAC ORGANICS, MARLS, OR OTHER TYPES 1 ENCOUNTERED ON EXCAVATION SHAL IN THEIR ENTIRETY, AND THE AREA WITH ACCEPTABLE SOILS AND COMPA WHERE THE CONTRACTOR CAN NOT RI TO WHATEVER CAUSES, THE POOL S FOR PILINGS. 6. IN ALL CASES, THE POOL CONTRACT R SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEETING AND/OR SHGR NG OR OTHER METHOD AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPON- SIBILITY FOR THE SAFTEY OF EXISTING STRUCTURES, 7. THE DESIGN ENGINEER ASSUMES NO CONSTRUCTION IN EASMENTS OR REQ PLOT PLANS NOT PREPARED FROM LI EXISTING LOT AND RESIDENCE ARE SHALL VERIFY ALL DIMENSIONS IN LOT LINES, IF NECESSARY POOL CO SHALL VERIFY LAYUOT SHOWN AND CONSRUTION. 8. CONTRACTOR SHALL ESTABLISH LOC TIONS OF UTILITIES AT THE SITE. MIN. CLEARANCE DIMENSIO S SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LO AL REGULATORY AGENCY, IN GENERAL, HOLD A DISTANCE OF 1 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WA ER. 9. POOL SLIDES TO BE INSTALLED IN CCCRDANCE WITH THE LATEST U.S, GOVERMENT SAFTE STANDARDS. 10. TEMPERATURE OF SPA WATER SHAL BE SET SO THAT MAX, WATER TEMP. = 102 DEGREES PRESSURE GAUGE AND AIR RELIEF VALVE MINI ANTI - VORTEX MAIN DRAIN r POOL DECK L IMPORTANT NOTE' NO DIVING BOARD AND NO DIVING I ALLOWED ON ANY POOL LESS THAN 8' -0' DEPTH AND SPECI'ICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNE ' FOR DIVING. TO SERVICE )0e 48' MIN, o +d p) 8' PIPING SCHEMA TI 24 WATER 117 MAXIMUM SLOPE IN SHALLOW END MAIN DRAIN - �_.- LONGITUDINAL P❑ N.T.S. PANEL • WP GFI 10' TO 20' FROM WATER -. \-TC SPS S` t2P SPA JUNCT. 12 BOX +- 3- 1 IN 1/2 COND. 1' NON- CORROS VE COND. GENERAL NOTES ON ANY TYPE SOILS :H SHALL BE COMPACTED ITY OF 2000 PSF. ANY 1F DELITEROUS MATERIAL L BE REMOVED ( DEMUCKED) HALL BE BACKFILLED TED IN 12' THICK LAYERS. :MOVE THE ORGANICS, DUE ALL BE REDESIGNED tESPONSIBLITY FOR POOL )IRED SETBACK AREAS. GAL SURVEYS OF THE 0 INDICATED, POOL CONTR, HE FIELD AND ESTABLISH TRACTOR AND /OR OWNER LL DIMENSIONS PRIOR TO LINE -PUMP W/ HAIR & LINT STRAINER N.T.S, L SECTION - ISWATT LIGHT IN POOL AREA G (FUND V/ LOW WATER ALL BOXES, RAIL •. LIGHT, CUT OFF DEVICE MOTOR, ECT. W/ 8 WIRE ELECTRICAL DIAGRAM t_p S 1p WP MANUAL STARTER SWITCH TOGGLE TCH UMOPO{21 1 1At4T t ri Nt;L TRANS. NOTE' 1-1 Ai,APPUMP - p . FMOTOR rt ►I+� ALL ELECTRICAL SHALL CONFORM W/ ART. 680 N.E.C. MIN 4' FENCE WITH SELF - LOCKING GATES REQ, AROUND ALL UNSREENED POOLS. 12. WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALLS OR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD CONDITION NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING OF THE SUPPOR- TING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED, CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERTY OWNER, WHEN EXCAVATING FCR THE POOL., THE SEA- WALL TIEBACKS SHALL NOT BE CUT. NOTIFY THE ENGINEER FOR INSTRUCTIONS, WHEN CONC, DEADMEN FALL WITHIN THE EXCAVATION. 13, THE CONTRATOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DIS- TURBED. BACKFILL SALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ANY ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY, SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 14. WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN ON HTE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY OTHERS. 15. WARNING* TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON THE HYDRO- STATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 16. THIS PLAN REMAINS THE PROPERTY OF THE DES- IGN ENGINEER IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEER, 11. 2 - #3 CONT. COPING TILE �ATER LINE • — r1 6' MIN VERTICAL 2' -3' SHALLOW END 3' -0' DEEP END APPROVED FINISH 6' MIN. CAPACITY PERIMETER PUMP FILTER TILE EXIT RAILINGS COPING TURNOVER HYDROSTATIC VALVE 1 1/2' TYPE OF PATIO 4' CONC DECK W/ SLIP RESISTANT TOPPING (W /6 X 6- W1,4 X W1.4 WWF) ON COMPACTED FILL WITH ALL ORGANIC MATERIALS REMOVED ( SEE GENERAL NOTES) \� SLOPE / 2' COVER (CENTER) / _ STEELTEX FORM, KRAFTBOARD OR EQUIV. #3 AT ID O.C. E.W. BOT T. CENTERED TYPICAL WALL SECTION N.T.S. FOR DEPTHS TO 6' -O' ) WELL POINT THREADED PVC PIPE REMOVE GRATE AND WELL POINT VALVE FROM MAIN DRAIN, AND ATTACH AUXILLIARY PUMP LINE WHEN EMPTYING. WELL POINT DETAIL POOL DATA & EQUIPMENT SIZE & DEPTH 1'5 )C •Jo 3 TO t 14, 7, {vast_ ,31 L.F, 423 S.F 2Ex--sI:t its t3`< O Tl lE2�a — x —x —x- 8'X8' CONC. FT` W/ 1 #5 CONT. Lc/ TOP & 6' BOTTOM — W/ #3 AT IU O.C. EACH WAY. ANTI - VORTEX GRATE TO BE FASTENED WITH SCREWS 3/4' ROCK BED ( MIN. 3 YDS. ROCK TO STABILIZE SOIL.) Ql.l 4_l..tJ O� t- N.T.S. 12 HOURS ( MAXIMUM UvE 1 , L_OG��r�� aY r 1 E r? J _ r 1 3 O' 2 NOTES PRIOR TO ELECTRICAL ROUGH ELECTRICAL (ONTRAC.TUR SHALL SUBMIT A REVISION TO THESE B'RAVINGS SHOVING EXISTING SERVICE WITH ADDITIONAL LOAD CALCULATIONS AND EXPECTED AS -BUILT CONFIGURATION I1 DIFFERENT FROM THESE DRAVINGS. LATE ELEVATION OF DECK ,IN RELATION TO HOUSEI 1* cT1eLF.) N — F'L THC • t; CATIOM .POINTS' DIH€.NSIUNS, AND CU1I3tRUCTIDN ITEMS HAVE BEEN I I. $E4 'dI,TI4 E AI +IL 1 APP * 3Vt Or TH 4 AS INDICATED ON TIC P `VF.3 YT1 JH DISCUSS BY THE CONTRACTOR ANA THE • ' C 14 Ad" ANA d'AR! NO ME GRE AL AEMENT3 'C EI NDITI NS L3R I1ANGES vILL N IATE ►�1 L)VTlI mi l_ VPT1c O r 13 .t<Aor 1 /2 L; O-<- , 'NA AM i H a 3 --E rlC�,a ; C P6, SOIL STATEMEN ON SITE INSPECTION INDICATES SAND AND ROCK WITH A BEARING CAPACITY OF 2000 PSF, THE CONTRACTOR SHALL NOTIFY THIS ENGINEER IN WRITING, IF OTHER CONDITIONS ARE ENCOUNTERED. HYDRAULIC UPLIFT COMPUTATIONS FLOOD CREST ELV. FOR AREA TOP OF POOL ELV, BOTTOM OF POOL ELV, HYDRAULIC HEAD ALLOWANCE HYDROSTATIC VALVE NET HYDRAULIC HEAD USE MIN, 6' THICK CONCRETE FLOOR SLAB DETAIL OF STEPS 7litho•Skfrn 12' 12' _ & - 14- MSL Q '1(1 MSL _ lc: MSL = A = -2.0' Z 12" N.T.S. Y MAR 2 3 1995 A. YEKTA KAVASOGLU, P.E. „ OF FLORIDA #41310 A4) � FIAR a 3 A. Y TA KAVAS �� , P.E. STATE OF Fl(�,.i 0., 1 1 . . • C5Cs.) ?t?O V •6S1> ` k)PITSt) t ' 'De Le - 3 ¼ SELF coo'rik t t.) 2()M CAV*3,t.) Go ex..wl, sca A A\ 0 '2. pc 1•1 •2 c.s. WetCel.t1" 4-1 4- 0 N '2- - r (k L Esa-S I 0 N FLVT t C () . UV 1 r.VA t2(:)o tr- 1 ';'• 1 0 • 1 r-L014■DN o;>M 7;s4- tz.titst.:wrok K.1 kic-E0 4\c1 J - AIR CONDITIONING CORP. of .. .` 4 F. P33rd Slr?et. M a rrh t 6", J. t (20v..kk, t t Lk k 01- cf- 14\ , 4 M (e"j PA 161 c:r ------------ r __.......____ Jk ? : C � -L. rcti INOON N } r.c0r 4 / 6 �Y ICS' � p� - LV L EONA I E �. , s "-- Lr . ,_. ' , : - 1 :, - .-.--4- _..__1_____ , ' , 4k - .- : - _&ts t - a. aS4*tSJSa S*tfl't Vfl - - 1- /•\ ;O? -1- -- S2 7 / N N 1 : :s • • ;i: :- . R . ' : . • • - S. , . b, , • 4 - * - --•;-: 4 J1.,_ - - ' - - ) -• j - -t P ----------*-,-- r - 1 •' ••• Tt •:t i •.: . ) •-.•'.'J :,; •: ry .. . , .. , :. .. .- •.:••. .:. •• . f . . . ' . ;;_.'•. '.-. .. . ., • :.P .. •,•:' • • - -3--t •-.'2. df .:;:.•: y... ... •, , : ,- ‚4 :c:; !i ---. - t - . - - -, . t, - n .* . tt -. rzra- .. rtt. rt - t. -a--c-c--Ltc Zt".XC i- . -t fl.ttfl :js. tz.... t-tr %T '1 ,&I• , r 32 1 1t •• ,I .- - / -- oo - - . d • - - c •- rt - , - j p -- ,- , -- -. -. - - ! - ' r2A Y1 ire 1e. ' --./- t ? - t- - - \- : ' - - _•_i ,- •_ ___t'__ .--.- Mfl,ATt*J - - - H • • :-gl; 3& • . -: '•? _) •- ,'? , / . :, - ••‚ i)t•j. .-.; q-, P' $ •., . -' -: «!. . _a _ ; • • • • . '- • ' • - . . - ----. '* ' .-. .' - j • - -.--•,----?.)-- --- : ---.-..-- -.- - .. -.- ---- • •- •--, -,•-• • . : -;. . , .:': - -o, -- 2l4 i)2 JN TO .rE12 -- p • - ; .,- • . . l : .... : -.- - ' -• 1 R • - .fr 1 1 ' • '( .'-.., • • ,• ,_•, .; •.'•• - .-',• '•. .• .•- --- - '--'?- - 4_ CHARLES C. N1ITCIIELL N.E. Consulting Engineer / Civil, Structural, Sanitary DESIGN WIND PR ESSURELALCUTATION ( AS PER ANSI/ASCE 7 -88 &'IIIE SO1TTII F1,ORI1)A BUILDING CODE ) RE: . JOB ADDRESS: 12e;9 t-4 . t_� . 9 ) DESIGN CRITERIA • BUILDING WALL HEIGHT = 20 Col • MIN. BUILDING WIDTH = 23 • 3°1 • ROOF INCLINE (DEGREES) = 1401 • TRIBUTARY AREA ZONE - •I =Al . 52 FT. • TRIBUTARY AREA ZONE - 5 = i3 N SQ.FT. DESIGN VELOCITY PRESSURE ;Ali q= 0.00256 x Kz x IVx 11 KL = 0.8 ( TABLE 6 ) EXPOSURE "C" I = 1.05 ( TABLE 5 ) BUILDING CATEGORY V = 110 MPH [ FIG. # 1 I q = 0.00256 x 0,8 x 1 110 x 1.05 1 7 q = 27.3 psf 1871 N.L. 167111 SIREE "r, NOR Ell MIAMI BEACH, FLORIDA, 33160 DESIGN PRESSURE :12 _(p ) p = q [ GCp f GCpi I ( TABLE- 4 ) POSITIVE p4 = 27.3 [ I •D + • 75 1 +47725. psf ZONE 4 NEGATIVE p4 = 27.3 I -1• j - • 75 I - _ 5j_ psf ZONE 4 POSITIVE p5 = 27.3 [ + 7 1 + 5g.i [ psf ZONE 5 NEGATIVE p5 = 27,3 [_.1. c/ - 75 1 - 55Arlpsf ZONE 5 NOTE: SEE WINDOW / DOOR SCHEDULE FOR DESIGN PRESSURES APPLICABLE FOR EACII UNIT. t , I• :► 1 1 1 1 1 1.I3 •1'o7 11.13 2 3.3 min. building width PHONE 305 -945 -0202 EXTERNAL PRESSURE COEFFICIENT ; GC11.4 [ AS PER FIGURE 3a 1 [ COEFFICIENTS REFLECT 10% REDUCTION WHEN ROOF INCLINE <= 10 DEGREES GCp4 = + I.0 or - 1. 1 GCp5 = + or- 1.1/ INTERNAL PRESSURE COEFFICIENT; GCpi; THE PERCENTAGE OF OPENINGS IN EACII WAIL AND ROOF USED 'f0 DETERMINE THE APPLICABLE GCpi PER TABLE - 9 ARE AS FOI.I.OWS WALL #1 j2'127% WALL #2 /6'77% WALL #3 WALL#4 345 % ROOF GCpi = .7S h= x• CONSULTING ENGINEER CIVIL, STRUCTURAL, SANITARY 1871 N E. 187TH STREET NORTH MIAMI BEACH, FLORIDA 33160 • TYPE OF STRUCTURE ; ENCLOSED • TYPE OF ROOF ; FLAT BUILT -UP • HEIGHT TO BOTTOM OF SOFFIT : 0 - 15 FEET • BUILDING CAEGORY " 1 " • EXPOSURE CATEGORY " C.' • GUST RESPONSE FACTOR ; Gh = 1.32 ( TABLE # 8 ) DESIGN VELOCITY PRI SSUJ4E L qi q = 0.002 56 x Kz x 1 V x 1 1 2 K2 = 0.8 ( TABLE 6) EXPOSURE "C" 1 = 1,05 ( TABLE 5 ) BUILDING CATEGORY "1" V = 110 MPH [ FIG. #11 q = 0.00256 x 0.8 x [ 110x 1.05 ) q = 27.3 psf q roof = q [ ( Gh x Cp ) ± GCpi 1 q roof = 27.3 [ ( 1.32 x .7 ) z 75 1 q roof = Le5 7 0 o f CHARLES C. MITCHELL, P.E. sheet #1 of 2 1200E WINILLOAD CALCULATIONS 1As PEMLtNSI / ASCE 7 -88 AND S,F,B.C.1 RE; 'I� ? t4j I — `2� . � �I S "E'tAcLELLAhi JOB ADDRESS : j 20'5 % / DESIGN CRITERIA . PRESSURE AND FORCE COEFFICIENTS_; (,p & CCw ; Cp ( ENCLOSED AREAS ) _ -.7 ( AS 1'I:Rt FR N 2 ) Cp ( OVERHANGS ) - - 1.5 ( AS PER ASCE 6.7.2.1 COMBINE 0.8 fO Cp FROM F-IU N 2 ) GCpi = • ( AS PER IA131.E N9) FACTORED WIND LOAD CPSF q ovh'g = q 1 ( Gh x Cp ) ± GCpi 1 q ovh'g = 27.3 [ ( 1,32 x 1,5) q of h'g = 73.16, psf 1 CONSULTING ENGINEER CIVIL, STRUCTURAL, SANITARY 1871 N.E. 187TH STREET NORTH MIAMI BEACH, FLORIDA 33160 sheet # 2 of 2 ROOF WIND LOAD CALC'S CONTINUED. RE: • Air ACTUAL ROOF DEAD LOADS : ROOF JOISTS : SHEATHING ROOFING FINISH : CEILING FINISH AND INSULATION : TOTAL DEAD LOADS NET UPLIFT LOADS ( PSEY: IL U roof = q roof - DL U roof = 32 - I� U roof = )7 psf 3.l5 psf 3 . 25 psf �1 '15 psf 3.75_ psf 15•c, psf TOTAL GRAVITY I.OADS_CPSE LGA. G = q roof + DL G= 32 + /S G= 4 psf CHARLES C. MITCHELL, P.E. LL AI U ovh'g = q ovh'g*- DL U ovh'g = / - 6 U ovh'i _ , psf Telephone 946-0202 CHARLES C. MITCHELL, P.E. CIVIL, FITRUCTURAL 8+ UNITARY PHC 'E 046-0202 y 7 - '`( L ilk // r CONSUL ENGINEEN ( „,, (F) , epy. 4 Z 7 6 ` `1. — 14 l pc-'t: 1871 N.E 187TH STREET NORTH MIAMI BEACH FLORIDA 33180 r LAX > : /J5 j 5 ,4 `= 44 /1i / ;",C ee moo` / q - L 17 Lowest DISTRICT aT Y F1.000 CRITERIA FINISHED FLOOR ( Incl udt n9 ELEVATION 1ea«ent) ELEVATION CROWN OF I ROAD PLAN OF DISTRICTS CRIt S.F.I1 OTHER REOIJ I RED 33.14' I . •41] PROPOSED* ct LOWEST FLOOR AS-BUILT ELEVATION at role MAKING MY INSPECTION ;SHALL INCHES ABOVE SURVEY IS REQUIRED ABOVE LOUEST FLOOR. FINISHED GRADE ,08 M MO V1 V> =AS 14111a.. 0 EXI5 in DIA. LINE t 11ETER I Q't �i13�IO'�W \ tC ,Ct�'Oa 3_1I I FLOOR PLAN OF 4 • * -- �IRxasY'!r� ( -5 3.11 5 6. 19 53 q - st• NORTH ELEVATION I/4" = It)0STJVG DECORATIVE CQ$C* TS OPF Cr so - . 5 WEST ELEVATION 1/4" = NEVI • Joe • . SETBACKS: FRONT SIDE SIDE STREET ZONING LEGEND BUSINESS. INDUSTRIAL. 11ULTIPLE FAMILY OEVELOPEMENT '10410 HEIGHT ITO RIDGE OP ROOF NET LAND AREA LOT COVERAGE (EVERYTHING UNDER ROOF): REAR CANAL, SINGLE FAMILY 1 DUPLEX • • 21.0' Area 9941.983 IIq ft Area= 21¢3..)Q b9 f4 25.00' 9.85' 1245' 44.35' 3ITE TO 94'PILLE),tO COUN "TY"l1000~CRITERIAA ELEVATION N. G. V. 0. OR AN ELEVATION`1IO.LESS:THAR,INO HIGHEST APPROVED CROON ELVAT- ION OF .THIr g0A0 AWItINQ THE PROPERTY; AREA ADJACENT TO tile LAK,R OR CMAL TO DE GRADED S0 AS TO PREVENT DIRECT. OVERLAND DISCHARGE Of STOQMWA1ER INTO LAKE OR LOT WILL ISE GRADED' SO AS TO PREVENT OIRECT OVERLAND DISCHARGE OF STORMIATER ONTO ADJACENT PROPERTY. APPLICANT. WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION ANY APPLICABLE RESOt4JTIOMr NOTICE; IM AOOITION tO THt REQUIREMENTS Of THIS PERMIT. THERE MAY DE ADOJTIONAL RESTRICTIONS APPL ICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THe EL RECORDS Of THIS COUNTY. SECTION 553.11 110). FLORIDA STATUES, EFFECTIVE 1/10/91. t•0 Q PARKI)4CF OPEN PARKING LOTS, PARKING ?CR NON - ENCLOSED' AREAS OR WI THIN: BUILDING, WILL B£ LIGHTED AS REQUIRED BY SECTION d. - Of THE MetROPOL ; TIAN DAOE COUNTY COOS. ANOSCAP ALL LANDSCAPE AREAS IILL HAVE A SPRINKLER SYSTEM. THE HEIGHT OP; FENCES. WALLS MO HEOGES SHALL NOT EXCEED 2.S FEET IN HEI614t AtJITHIN 10 FEET Of THE EOGE Of ANY DRIVEWAY LEADING T O A R 1 f,}! T OP . TAY. 11-48 Ne1GHT "OP PENCES IS BSING MEASURED FROM GRADE. GRADIS. Et EVAttOr OF PUBLIC SIDEWALK OR CROWN OF ROAD NOtEt ALL _SIGNS REQUIRED IN SECTION. 3) Of METROPOt.ITIAN •OAOE COUIITY. C000 ARS OELETEO FROM THIS PLAN MO REQU IRE SEPERAIE PLA'i3.< APPLICATION MO PERMIT. A SEPERATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES ONTO P081.10 RIGHT OP WAY. CONTACT POOL IC' WORKS DEPARIMENT. EAST ELEVATION 1/4" = 1' -0" ■s MN MIN ASPHALT ALLEY IS' 15 53.1 1 s 5S' I ....5 ?s• � `1 NORTH SITE PLAN 1" = 20' E I , WO GAL. J y 0 EXI5 in DIA. LINE t 11ETER 4 DATER .. t i 1 1.33' EXISTING POOL 2 -iRY ADDITION c; 24.34' : 4 31 r'T -T -1 --1 f , , l • , t,7 -- WO': — — ,—r- -- ± �_� _t.__J 33.14' I . •41] ct EXISTING RESIDENCE 1 -STY CBS FIN. FL. EL• 52. 41' 9.85' 1 1 r 1y -4 - -- • * -- �IRxasY'!r� ( -5 3.11 5 6. 19 53 q - st• NORTH ELEVATION I/4" = It)0STJVG DECORATIVE CQ$C* TS OPF Cr so - . 5 WEST ELEVATION 1/4" = NEVI • Joe • . SETBACKS: FRONT SIDE SIDE STREET ZONING LEGEND BUSINESS. INDUSTRIAL. 11ULTIPLE FAMILY OEVELOPEMENT '10410 HEIGHT ITO RIDGE OP ROOF NET LAND AREA LOT COVERAGE (EVERYTHING UNDER ROOF): REAR CANAL, SINGLE FAMILY 1 DUPLEX • • 21.0' Area 9941.983 IIq ft Area= 21¢3..)Q b9 f4 25.00' 9.85' 1245' 44.35' 3ITE TO 94'PILLE),tO COUN "TY"l1000~CRITERIAA ELEVATION N. G. V. 0. OR AN ELEVATION`1IO.LESS:THAR,INO HIGHEST APPROVED CROON ELVAT- ION OF .THIr g0A0 AWItINQ THE PROPERTY; AREA ADJACENT TO tile LAK,R OR CMAL TO DE GRADED S0 AS TO PREVENT DIRECT. OVERLAND DISCHARGE Of STOQMWA1ER INTO LAKE OR LOT WILL ISE GRADED' SO AS TO PREVENT OIRECT OVERLAND DISCHARGE OF STORMIATER ONTO ADJACENT PROPERTY. APPLICANT. WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION ANY APPLICABLE RESOt4JTIOMr NOTICE; IM AOOITION tO THt REQUIREMENTS Of THIS PERMIT. THERE MAY DE ADOJTIONAL RESTRICTIONS APPL ICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THe EL RECORDS Of THIS COUNTY. SECTION 553.11 110). FLORIDA STATUES, EFFECTIVE 1/10/91. t•0 Q PARKI)4CF OPEN PARKING LOTS, PARKING ?CR NON - ENCLOSED' AREAS OR WI THIN: BUILDING, WILL B£ LIGHTED AS REQUIRED BY SECTION d. - Of THE MetROPOL ; TIAN DAOE COUNTY COOS. ANOSCAP ALL LANDSCAPE AREAS IILL HAVE A SPRINKLER SYSTEM. THE HEIGHT OP; FENCES. WALLS MO HEOGES SHALL NOT EXCEED 2.S FEET IN HEI614t AtJITHIN 10 FEET Of THE EOGE Of ANY DRIVEWAY LEADING T O A R 1 f,}! T OP . TAY. 11-48 Ne1GHT "OP PENCES IS BSING MEASURED FROM GRADE. GRADIS. Et EVAttOr OF PUBLIC SIDEWALK OR CROWN OF ROAD NOtEt ALL _SIGNS REQUIRED IN SECTION. 3) Of METROPOt.ITIAN •OAOE COUIITY. C000 ARS OELETEO FROM THIS PLAN MO REQU IRE SEPERAIE PLA'i3.< APPLICATION MO PERMIT. A SEPERATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES ONTO P081.10 RIGHT OP WAY. CONTACT POOL IC' WORKS DEPARIMENT. EAST ELEVATION 1/4" = 1' -0" ■s MN MIN ASPHALT ALLEY IS' 15 53.1 1 s 5S' I ....5 ?s• � `1 NORTH SITE PLAN 1" = 20' E I , WO GAL. J y cgs - dXteT. aATIW axlst. 13iORq*14 MI EX STING r CEVI WALL 1)(4 1. UV NOS ROom G1 iO 4434 ELECT, CAI. NOTES: � AL ki E CTRICAL WORlr 3HAtlr c • IIt14 THE NAT ONM Et CtRJCAL cOO r`He 3.f.13.C. AND AFL OTHE.q. Pt.W Aa1.i¢COOES. . qt AL a,ECTRICAL WORK TO S> :ONO' SY A LICENSED C(011Ift ` AFTER A PERM IS lS3 uE� ? , C(0 T UNCERGROUNO TO at P C 5CIiEDULE; 40 C(0 !(31 exPO5EO TQ w!ATHEt 5 TO QEf iIlC !r V: ` 1 1 r`r N � T"►. t.� IN .i1/ 4- 10, V R 1 1 T TIE a. O.C. ' 1?A. CORNER AND "OPENINGS, , THAT EXCEED IN WIDTH. 11AX. COLUMN >3PAc1NG 20; }O' Q_G• s5 REINF. t3AR IN CONC. EILLOO EACH E OF OPENINGS 3' -O' TO 8' -O• IN 610114. OKE DETECTOR. 6ATTERY OPERATED. F t ao U REE33 w1Nt}OUt TO COMPLY la/ CH. 3111.2 S.F.B.C. MOVE Ex19TWta UWNOQU ANQ CI.QSS UP. QPalvic tS ,)(NAU3T IAN cQ I Y!' To 1A,11 ; � t ,ATTIC ACCE ;99 2. 'QNTACt 3uRfAC fiCRETE MUST. 4 A 1€ 10NED TO ACHIEcVE A 011N011UI1 0t1P. 9Tt2EEGNtH QR'3OQ P.$.1, AT 18 DAYS. TOILET 1 15ATH ROoti ''FLQQR ma OAS f3E _CONSTRUOTEO OP 111PE RYlQU3 MATE!JAL5. Att. GLA39 WITHIN 2' -Q'I Ott EEX ` 12Q40/48 MUST BE 1 EMPEREO GLASS. O1,uTi9 INSTALLED IH 4ARAt�E'► 1WI4T}i 1 2' OF KITCHEN Si MIST; 10,00R GFI Otu IN9TALLEQ OuTOOQ4 r1u Gil p FAUt.T INTERUIiTE.R &•U4' t"AEia 4L- 01* 3,081 3,000 1.504 4.540 4,000' WATER HEAtEF2 MA O.AtH $.Q21 S.P. X 3 W /3.F. 1500 W. EA. CIRCUIT 2 1,218 S.F. X 3 W /S.I=. 1 DOOR MARK WIOTH 5' - O' 2 2' -10' 3 2' -4' 4 1' -O" W1tiOOW MARK W IOtH A C E 5 • EXISTING ELEC. METER 4' -0' z , 0 �� w 0OOR COOR HEIGHT THICK L' - 8' '. - 8' L' -8' 1 -0' W 1 N OOUI HEIGHt 1 3/1' FRENCH METAL 1 3/8' HOL CORE x1000 I 3/8' HOL CORE ti000 8' OPENING ARCH W1N OOu THICK 1 1/8' 4' •• 4 $ ° '03 crr ?"fir 1c'? ,4i ' t- x1? t 1--" 0 • 4,1 6 Co t>< i US/We EXISTING GARAGE 143 C n 000R TYPE •• . • Area= 2544.181 si ft Penm.230 -2 t /!% 'E)(l9T►Nt, Atee= 2i1.1t.1 14 ft Perim =63' -U' NI:W fit EL. Areas 2131624 ea ft Peru 229' -‘ 1 /32' AWN AwN- F RAME TYPE W114 COW TYPE &.* EM el Arsay 183A19 p ft Per4=113) -II 25/32' NEW 2tM FL AOOITION GL AZ 1 NG REt1ARK3 METAL METAL 0000 u1000 11000 '000 NONE NONE DOOR FRAME MAT' L MAT' L cs Y i 0 Cs EXISTING FAt'11LY CS Ct • .REMARKS RM two GM CA CS C .1 C .1 0 / FIRST FLOOIR PLAN 1 /'V 4 9 9 20 OEN c I ` c20 C 20 S' - 0' R CN 33'- SECOND FLOOR PLAN 1/4" = O 1 Cr d" z 5 9 a s CiELaNO 1• ROOF LOAD ANALYSIS • CEAO LOAO RAPIERS ROOFING TOTAL CEAD LOAO • LUNG LOAO ROOF FRAMING PLAN 1 /4' Y F'_O" • TOTAL GRAVITY LOADS • LOAO TO BEAK 21 44 X is f . 1920 IDs 21 24 XIS) a 120 fps 5 P3F 10 P3F i5 PSF a : 21 P5P X 3.32 X .9 • .25) . 31 P$$ • NET UPL:FT U : 39 P3F - 5 PSF 2 24 P3P G : 39 PSF • 25 P3P = 44 P$F ASSEMBLY FOR FIRE RESISTIVE CONSTRUCTION tAa01_2 I T 1 42 1 HOUR FIRE RATED NO00 TRUSSES r' x 3• FURRt,NG 16" O.C, ONE LAYER 5/8" TYPE " X" GYPSUM LAIN, Sd C0.4L'4t• COATE0 OR RN() SHANXEU NA£S Br 0.e, PA?E,R TAPE OaB£WEO wY CO1;Nfl SOUS COIL - POUND OVER ,JOINTS, EXPOSE() MAiI. 4 AOS COVERED (M/ COM- POUND ANO PROOUCt APPROVED iiv9UTAnJN of r,BERGLASS. IAINERAL iA'001. BATS. OR BLOWN IN FIBERGLASS, NINERAL WOCI BATS OR CELLVLOSIAC IN9Vt- W/ A Mitt vAI.UE Of R -11. WALL' TAPI E 37 -3 ITEM ! 13 1 HOUR rtRE RATED INTERIOR PAR11110N: 2" X 4 ", W000 STUDS lb" O.C. W/ 5/8" rn'E " X ". GYP•4.,11 WALL BOARD APRA() VERTlCAILY OR HORtLONTAU.Y NAiLEO MAT 6.1 COMA NAIls 7' O.C. W/ ENO. JOINTS ON 4V1 3 MEMBERS. TAAIr,3t- C)TF)/ 23._3.t34l,C1 FJRe RATED EXTERIOR WALE: a" CONCRETE MASONRY UNIT, LMESIONE. cos ,N4i OR AIR COMO 1LAG 31' -8' 33'_8 8' X IT CONCRETE TlE BEAM W/ 4 -$5 CONT. 1 *3 TIES' ' 12' O.C.. OAL s 48' O.C. ROOF r;2u55 24'• O.C. EY: , r'uE 5 COMPANY 2 2 2' x IP' OuTLOOKE • 21' O.C. ' ITYP.) 3 U.L, 480 lb, LOAD TO ©eAM 180 lb GRAV. LOA° Attic ACCESS 22' X 2P' W/ tLEATHEREO STRIPING ON CONTACT SURFACE I INSULATION GLuEO 10 LPPER3VE NOT 2' X L' PRESSURE TREATED u1000 SUES- FASCIA. OUTLOOKER O6TAIt, ROOF FRAMING NOTES a I]ALCONY 0' L. X 4' W. X 1/4' BENT METAL ANGLE ut/ S /0' QtA. 7NRU BOLTS 1/4" = l'-0" 3. 2" X 4" CRtSS CROSS t3RACI 3 0 20'- 0" O.C. uAx. 4. r X 8 PRESSURE TRCATIO w000 SUt3-FASCIA. r (':E GAUGE) 14URR±CANE 3T RAP 11,11300140 e INTO r E eeAn • EA. rO49T ANp' OUtLOCKER t1' P.) t3RACING: 1. 2" X 4" LATERAL 31-10GN■O O 10' -0" O.C. u Ax AT BOTTOM CHORD. 2. 2" X 4" BRG•NO 0 TOTS (..1IORO AT RIDGE AN 0 10' -0" O.C. • "ek W 0 1) Z ( ci D Tj „' • 1 i 41 1°4• 2U3 O P1 P 3ECONO FLOOR FRAMING PLAN I/4" = I' -0" 33' -8" 9 ANY 4" SOUTH ELEVATION . f /4" . Its OIA. '8' TOP 14 DIA. $ ►2' TEMP •e 4 . -4 APPLICABLE ITEMS OF CHAPTER 34 OF METRO COOS RE: INTRUSION ANO BURGLARY SECURITY .1 Al tc k,� on Qa ttrior. ddorishaf DQ LeViab'e re- s+sung a force of 340 lbs. appt ed n any movable direction and in accordance with res►stance standards set forth in Metro Code 8C. 2. Ati s;n ,e exterio swl d oors shall have a lock to be key operated from exterior ieth a min. o f L000 possible key changes Or loctunq suxtlary single dead bolt witht hardened bolt Inserts. 3. The active teat of pars of exterior suns doors shall have 'same locks as required for single exter.or swung doors. The inactive tear of the pairs of dogs shalt have multiple point locks with 5/8' min. throw bolts with in stns. s. 4. Shdtnq otass dogs shat be provided with skiing door dead bolts o+" a bolt of pin not removable or operable from the exterior, at the ;amb, head. sill or at meeting mutUons. These doors shall be reinforced in the strke and lock area to mail to +n bolt stregnth effectiveness. if Hates sorry, and such doors shay have no screws removable from the Outside which would facibtate ready entry from the outside 5. Not applicable. 6. Hinges on exterior or opt su,nvg doors s Save norl removable pins. 1. Jambs of alt exterior offset type ,n doors shall be rabbetted. or of somular fabrication, to prevent defeat Ing the purpose of the strike and the integrity of locks and Catches. , 8. 5lncite swingino, exterior doors. If wood shah be solid core of no less' than 1 3/8' thick. 9. Gtass and exterior doors shall comply with the American Nauonal Standards Institute's - Standard 291.1. IO. Vision panels irt extsrtor door, other than g'az,ng unthin 10' of the Inside" locking activating device of loose and swinging doors shalt comply with the American National Standards Insttute's - Standard 291 11. Wing gigs, dArt and window shall be installed and constructed so that no panel can be lifted from the tracks when on the locked position and so as to comply with the Architectural A►umirurs Mtgs. Assoc. Standards for Forced Entry Resistance. AA11A 1303.3 12. Not applicable. 13. Not applicable. 14. Front main entrance doors shale be provided with 3 door scope or vision panels. 15. Doors and Windows by Yee Oregon ProductsE for equal) sliding door No. 5651, awning ulndou No. 5104, horizontst rolling No.51i3. <[ ll_1 1 ci F__ <1: Ill O IL — (..1)< \Q L� O U - W <C R! < L L ts- E (5) O <t (k: (Ni r )-- LY oe In UI LL 1- -L 0 l FLOOR PLAN OF 4 X IL ( c 4 tt LA 0 ;a , 1 Io. -r 33'-8' r-O• 2' -r• e t=Y- ► < t - (.lj rJV' 2'X2'X1/4' STEEL PLATE METAL HAND RIL MUST BE A 10 TO RESET A 2000 THRUST NO' PREVENT THE PASSAGE OF A 4' OBJECT 4' CONC SLAB W/ 4X4-10/10 t1JELDEO JRE MESH ON 4 I1L. VAPOR BARRER NOTE 5 A 3ER3 • 14 TQ EAD5 `t 1 l ar E ACH AC14 • 5 . -8 ' � STAIR DETAIL r I'- e.? NEW: 4' CONCRETE st.AE3 6X4 - 10/10 W.W.M. t >` V EX43 TING CONC. S ..'AB t 1 -. q FOUNDATION PLAN I/4" I' - v/1 • 3 VT X 3 V2' tie, ' ANGLE s EA STRN - 2' X if4 PT 41.0 DOUBLE LAYER 3/ DRYWALL ti-HR Jr. 3 - 2' XVA STRNG AI, ER 0 HEADER TYPE • • RS EQUALLY SPACED 3 V2' X 3 V2' METAL ANGLES ° 41/4 ,- VT . OA ANCNQR 43OLT3INTO LEADSHts4D3 9 eACH STINGER ' BALCONY RAIL,NG • 4' OC. i!AA. BALCONY OEETAIL 3/4 -- )'_ry 3ALC NY O 0 r * 5 q • r O.C. TOP 114 OfA. • •2• fVIP. 14 O0A. • e' i3OTT. A d 1 rONC b 8. '4 C . A T 0A C RCA. Io ba y ea( of Vieto rr. 41 c ra \ ,1) LA,/ f T EXISTING 4" CONC SLAB — E X TIN x ties � CONC. FOOTING W/ 2 -s 5 CONT. t st3 TIES 3 12 O.C. 1.U/ x3 ROOF TRU35 • 2 -O' ac , 9Y: TRUSS CO %� ;• I i !el 7 VA/VVY R- 301NSULAiION CONNECTION DETAIL NEW SLAB I/1" = 1 1 S /8• TYPE' X' UM/JAIL OVER IX 1 FURRNG STRPS • 1t• QC Ass @n 31-C ' 42 3F.0C 1 X 3' P. T. FIRE S TOP R- 5 INSULATION 3/4' PL Y91Q DECKING 4' X 8' X V4' 43EN HTL ANGLE (U/ 4- 5/8' CIA aot rs 4',41000 SASE V2' X 4' CONT EXPAN3OM PINT- 4' CONC SLAB W/ 4 X 4 - 11 11 �llr�tlf___t+r_ . Tic Z 1111 ;11._—_- 111111: 11h-_- .11111 ;1:_----_ Imil it: 11 ;L I11 1; 1 1 3 111:-.-7_7 W•tPACT FILL 45 % (ZN9 TY 1IaO4MCALLY TAMPED TER I Ia 0 ' 1 f TREATED ELL Co LAP aS RBNF, OARS 7-4" HK ' 4 • N C. + O 4 3x5 CONT. W/ t ►2 x X 3 2 TIES CO 48 O FO . C . T' TO BEAR ON ENO 4' U4O13TUR(3ED SOIL 0/W2 ut UM 4 M4. POLYI1L11 VAPOR OARR ER 304 9TATEt1 NT1 304 ON TH +9 31T4_' 003ERVE0 To 0E BAhO ANO ROCK C11TH A 0EARiNG CAPA( TY OP 2000 P.33 T YPICA 0E9'•N LOACI Of, 1+113 PRO.ECT OO£3 NOT' exeuuo • 2040 P.S.P. , f OTHER 3011, CQN4ItION3 ARE eNCOuNTBREO MOTiPY ExGIw 4R 2 NA L A N SHED ROOF OVER 3011 TIN TAGGED FELT OVER S /8' EXT. GRACE COX PLYWD w TH /8d COMMON N4L3' • 1 QC AT PANEL EGGS A40 4' QC AT INTERMEOET& SUPPORT, 4• QC • GABLE ENDS (• NO STAPLES ALLOWED r) 2' -0' �41 {1i V'+� 1-7 re, ' t S t. Y.' X I' t 8 ("CB R.RRema STRAP EneeOCEO NTO 1E BP,AM 1,U/ CAL`,t TFUS5 SEAT • EA TAJ3S I-35 VERT. PEW. 14 CONC AILED CELL • CORNERS 1 OPENNG3 3-0 TO 8 IV UGe ANO AT O -tl OC MAX ---8' CONCRETE BLOCK W/ ti TRUSS TYPE HORtONTAL JONT REPO. AT EVERY SECOND /2nd/ COURSE OF MASONRY PER SECT:'21O1.IF) 8' X 7 CONC BEAM W /4- *5 CONT. t 8' LEGS BENT • EACH CORNER • 48' QC 1' PANIEDS /8`i PLYWO 301'1 ATTACHED W/ 8d COMMON NALS • 4' QCs PANEL EOGI: ANO‘' QC ATINT.RME04TE SUPPORT 8' X 7 CONC nE an +W /4 -*S CONT. t 4 $ 3 TIES • 7 QC FROM CORNERS DAL • 48' QC 11E BEAM TO HAVE 2 40 xS BENT OARS AT CORNERS EXTENONG 30 EA WAY 2' X Q' P. T. W Q PLAT E W/ S /8' OA S OL T3 • 24' 0..0 STAGGERED V7 STUCCO 2 COATS 9" WOOD BASE 4" EXPANSION JOINT 4" CONC. SLAB W/ 6X6 -IO /IO W.W.M. WELL COMPACT FILL 95% DENSITY MECHANICALLY TAMPED (TERMITE TREATED) X 4' P.T. 1 .1000 SUa FASCIA ` IX 8" I11000 FASQA / • 4` , C0t1 h 4 S N A L QC — 1' X 24' SCREEN VENT • 48' QC z FLOOR RN GRADE \ L V METAL CRP STOP 24 GA 11 N POOING TOP TO BE A MN of BELOW GRADE - W ALL . SECTION 3/4" = 1-0" • -- :• ''� 4 MIL. POLYFILM VAPOR E3ARRIER• LL hi}N. I;L VAf19N Op FLN. FLOOR TO 8fl NOT Le3S. THAN e' AOOVf FLOOD CRiTER;A OR F:N 4 WHICH 9VER 13 141G1-4ER. L CONCRSTg 1u3T 09 CE31GNE0 TO ACH+EVit A.Mai. COt1PR@83tVE 3TREGNTH OF 3000 P 1. REiNP. STEEL t1491 COMPLY W/ A.3.•21, 1,13 4)2AO$ i0. 10.000 t1±N. Y El0 3TREGN NEW <( _.l IL1 - -1 <( Et' ()) O (5) F' I L- -- (j) <( G \A . o Cj tr . o '•° z (5) O <c o (1 LU • ci 0_ • t ; Ill al -IC UI II r_ r Q 1t1 • O ao 1-- U (, 1- s ac u.t LL OP 4 9 FLOOR PLAN Q I EXIST: i' DIA. I LINE t 11ETER WATER IL.33' REVISED: EXISTING POOL ROAD 2 -STY ADDITION , 24.34' i� 9.34' rl- T -r - i25,0': 1 1 , - J- L_LJ_J -1 i : T, S.F.H. OTHER 33.16' , z / N PROPOSED* , EXISTING RESIDENCE I -STY CBS FIN. FL, EL + 52.61' 9.85' .0 L LOWEST DISTRICT CITY F L 000 CRITERIA FINISHED FLOOR 1 Inc l udi ng ELEVATION basement) ELEVATION CROWN OF REVISED: -LbZ o r ROAD PLAN OF DISTRICTS CH. H. S.F.H. OTHER REQUIRED PROPOSED* LOWEST FLOOR AS -BUILT ELEVATION BEFORE MAKING ANY INSPECTION *SHALL BE ABOVE SURVEY IS REQUIRED ABOVE LOWEST FLOOR. FINISHED GRADE DRAWN BY: KARLA COHEN Lbbi AeiVn?l93d '31b'CI SDQ'I N1310b'14\DMC CIV0Q:Q» 3114 REVISED: -LbZ o r FLOOR PLAN OF 4 1 1 40' EXISTING DOOR EXISTING GARAGE DOOR NORTH ELEVATIO 1/4" = 1' -0 EXISTING DECO :ATIV CONCRETE OPENING UJEST EL VATION I /4" = I' -0" ZONING LEGEND BUSINESS. INDUSTRIAL, MULTIPLE FAMILY DEVELOPEMENT kNING: !EIGHT (TO RIDGE OF ROOF) : ET LAND AREA OT COVERAGE (EVERYTHI UNDER ROOF): SETBACKS: FRONT SIDE SIDE STREET REAR GI SINGLE FAMILY 1 DUPLEX 21.0' Are 9961.983 sq ft Area= 2163.30 sq ft 25.00' 9.85' 12.65' 46.35' SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION N. G. V. D. OR AN ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN EL VAT- ION OF THE ROAD ABUTTING THE PROPERTY. AREA ADJACENT TO THE LAKE OR CANAL TO BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER INTO LAKE OR CANAL. LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF STORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION INY APPL ICABLE RESOLUTION: 'OT ICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF TI-415 COUNTY. SECTION 553.19 1 10), FLORIDA STATUES, EFFECTIVE 1/10/81. PARKING: OPEN PARKING LOTS. PARKING FOR NON- ENCLOSED AREAS OR WITHIN BUILDING, WILL BE LIGHTED AS REQUIRED BY SECTION 8 -C OF THE METROPOL I T I AN DADE COUNTY CODE. LANDSCAPING: ALL LANDSCAPE AREAS WILL HAVE A SPRINKLER SYSTEM. THE HEIGHT OF FENCES, WALLS AND HEDGES SHALL NOT EXCEED 2.5 FEET IN HEIGHT WITHIN 10 FEET OF THE EDGE OF ANY DRIVEWAY LEADING TO A RIGHT OF WAY. THE HEIGHT OF FENCES IS BEING MEASURED FROM GRADE. GRADE - ELEVATION OF PUBLIC SIDEWALK OR CROWN OF ROAD NOTE: ALL SIGNS REQUIRED IN SECTION 33 OF METROPOLITIAN DADE COUNTY CODE ARE DELETED FROM THIS PLAN AND REQUIRE SEPERATE PLANS. APPLICATION AND PERMIT. A SEPERATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES ONTO PUBLIC RIGHT OF WAY. CONTACT PUBLIC WORKS DEPARTMENT. EAST ELEVATION 1/4" = I' -0" I ()\ ASPHALT ALLEY 15' 15' 15' NORTH EXISTING II' ASPHALT GRASS 5' SIDEWALK N. E. 9t STREET SITE PLAN I = 20' 0 EXISTING WO GAL. SEPTIC TANK S \J • — _.1 UJ Z z 3 F-- z E w U (5) w U QC 5 U , --_1 LLl �',,-II I 1LJ nn 11 I l cq O WI— m z o o O o Q LL O Q f NE DOOR DOOR DOOR MARK WIDTH 1 5 -O" 2 2 ' - I 0" 3 2' -6" 4 4' -O" MARK A C E WINDOW WIDTH 4' -0" 4' -O" 2' -O" EXISTING ELEC. METER • • 0 tGPI 0 0 0 C�1J8 cI 9= HEIGHT THICK 6' -8" 6' -8" 6' - 1' -0" CIO w INDOUJ HEIGHT 4' -2" 6' -0" 6' -0" C25 C25 1 3/1" 1 3/8" I 3/8" 8 EXISTING GARAGE • _„ 143 C 12 DRYER C9 wINDOW THICK 1 I /8" 4" 4" WASH. 1 EXIST. KITCHEN EXIST. BATH 0 0 CI EXIST. BEDROOM sl CI DOOR TYPE Are 2544.181 sq ft Perim= 230' -2 I /IL" EXISTING Area= 211.141 sq ft Perim= 63' -II" NEW tat FL. Area= 2131.524 sq ft Perim= 229' -6 1/32" TOTAL FRENCH HOL CORE HOL CORE OPENING DOWN CI 5 C II REFRIG WINDOW TYPE AWN GL AS BL GL AS BL 8X1 • EL CIO CLOSET FRAME TYPE METAL WOOD WOOD ARCH Area= 183.919 sq ft Perim = 113' -II 25/32" NEW 2nd FL ADDITION CI CI GLAZING REMARKS C5 DOOR FRAME MAT' L MAT' L REMAR METAL METAL WOOD WOOD WOOD WOOD NONE NONE C5 9- C5 C2 9 C2 C5 EXISTING FAMILY RM CR q EXISTING 8' �C2 ± C1 W E FIRST FLOOR PL KS WP GPI C 19 C5 C 19 CBS WALL 15T. DINING GFI C 19 C19 EXIST. LIVING ROOM 4' -4" 7 DEN - 9 ,- 4 " C 20 C 20 - . - C 20 Cl C1 C2 1 ® O C8 I /4" = 5'-0" C 19 C 19 EXIST. S.G.D. TO REMAIN C2 C4 /\- C am' C4 C4 HAL C3 9 - CLOSET C3 c<l Co x BEDROOM $2 C2 .21 c C3 BEDROOM $3 C4 EXIST. BATH EXIST. CLOSET EXIST. CLOSET C25 C4 c - �- C25 V . P . 0 \/ C3 C3 NOTES: 7F ELECTRICAL NOTES: t= C 23 C 22 C 23 J) c 22 3 CONDUIT UNDERGROUND TO BE P.V.C. SCHEDULE 40 4 CONDUIT EXPGSEO TO WEATHER TO BE IMC 5 CONDUIT INSTALLED ELSEWHERE TO BE EMT L FLEXIBLE CON)UIT SHALL BE SEALED TIGHT. 8" X 2" CONCRETE COLUMN W/ 4 -45 VERT t tt 3 TIES 9 8" 0.C. 9 EA. CORNER AND OPENINGS THAT EXCEED 8' IN ✓IIDTH. MAX. COLUMN SPACING 20' - O" O.C. B 0 1- 45 REINF. BAR IN CONC. FILLED BLOCK CELL EACH SIDE 2F OPENINGS 3'-O" TO 8' -O" IN WIDTH. / r O SMOKE DETECTOR. BATTERY OPERATED.py Pal./ /V/ /r7-10'Ae ®` C EGRE3 WINDOW TO COMPLY W/ CH. 31112 S.F.B.C. D REMOVE EXISTING WINDOW AND CLOSE UP OPENING E ® EXHAUST FAN. CONNECT TO BATH RM. LIGHT ATTIC ACCESS 22" X 26" W/ WEATHERED STRIPING ON CONTACT SURFACE 1 INSULATION GLUED TO UPPERSIDE 1 CONCRETE MUST BE DESIGNED TO ACHIEVE A MINIMUM COMP! STREGNTH OF 3000 P.5.I. AT 28 DAYS. 2 REINF. STEEL MUST COMPLY W/ ASTM 415, GRADE LO 40,002 MIN. YIELD STREGNTH. 3 ALL GASS IN SHOWER / BATH AREAS TO BE TEMPERED SAFETY GLASS W/ CATEGORY II GLAZING CAPABLE TO WITH STANDA 400n IMPACT TEST. 4 TOILET 1 BATH ROOM FLOORS AND BASES SHALL BE CONSTRUCTED OF IMPERVIOUS MATERIALS. 5 ALL GLASS WITHIN 2' -0" OF EXTERIOR DOORS MUST BE TEMPERED GLASS. L ALL PIJMBING FIXTURES TO COMPLY WITH TABLE 44-R2 OF 5.F.B.0 1 ALL ELECTRICAL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, THE 5.IB.C. AND ALL OTHER APPLICABLE CODES. 2 ALL ELECTRICAL WORK TO BE DONE BY A LICENSED ELECTRICAL CONTRACTORAFTER A PERMIT 15 ISSUED. NEW 1 OUTLETS INSTALLED IN GARAGE AREA, BATH ROOMS. AND KITCHEN (WITHIN 2' OF KITCHEN SINK) MUST BE GROUND FAULT INTERUPTER. ( G.F.I. OR Gil ) 8 OUTLETS INSTALLED OUTDOORS MUST BE WEATHER PROOF AND GROUND FAUL1 INTERUPTER. ( WP GFI 9 OUTLETS INSTALLED WITHIN SIX FEET (L' ) OF AN EXTERIOR DOOR MUST BE GROUND FAULT INTERUPTER. ( GFI ) 11' -4" i � C21 23'3" MASTER BED ROOM b C 22 REFRIG. DRYER RANGE 33'-8" SECOND FLOOR PLAN gyee061 SHOW L OCAl1 ON LIGHTS t RECEP. SMALL APPL, WASHER WATER HEATER SMOKE DETEC. LIGHTS t RECEP. BATH ROOM A/C 9 125% P C 13 \ C 21 C 21 r� II' -O" WALK IN CLOSET 1/ - EA. TOTAL 26, 21 TOTAL TOTAL: t ■ I C 22 WP C ■ 34431 ELECTRICAL NOTES: 1 st 10,000 W 9 100% 10,000 W. 24431 W 40% 9,855 W. A/C 9 125% 12,305 W. 32.160 W. Ib' -4" tl GP 0 in 210 0 MASTER BATH 3 1/4" = I' -O" 12,305 WATTS c 21 cb 0 LOAD, WATTS 8' -8" / g -0 8' -8 N in N LAV 1/2" COLD LAV I /2• HOT J / WATER PLAN 1/4" = I'-O" Q 1 -8 13, 15 14, 14 11, 18 19 19 -23 24 -25 WATTS 3,081 3,000 1.500 1,500 4,000 5,000 12,000 1,000 2,056 1.500 VOL TS 120 120 120 120 210 240 240 120 120 120 WI RE tt 12 tt 12 tt 12 tt 12 tt 10 tt 8 IS b tt 12 u 12 tt 12 COND 1/2" 1/2" 1/2" 1/2" 3/4" 3/4" 3/4" 1/2" 1 /2" 1/2" 1" 3/4" n C 23 STAIRS C EN TO BELOW 20 20 20 20 30 40 40 23 "FI 3" V.T.R. EXISTING ELECTRICAL SCHEDULE t REMARK 0 I 0 1,021 S.F. X 3 W /5.F. 1500 W. EA. CIRCUIT 1,218 S.F. X 3 W /5.F. I N a 50 2000 W A.H.U. COOLINP KW HEAT STRIP ) 3 TONS 32.160 _ W 230 VOLTS = 139.83 AMPS. EX15TINCLe Q AMP SERVICE PANEL MASTER BATH IB 2' LAV. 11/2" EA. 2" VTR PLUMBING PLAN 1/4" = I' -O" RISER DIAGRAM IS , C.U. TO C.W.P. WC 3" ( — 3 - a / C� THwN C.U. IN I I/2" COND. 2DOA DISC. 3" VTR I- 46 CU. TO (2)- 10 X 5/8" DIA. GROUND ROD 4" TO CITY SEWER 24'6 AMP PANEL 1" DIA. COND. 6' 0• - z w 2 O 0 AC v In z AC O UJ F- U 0 W Ln LU pC FLOOR PLAN 2 OF 5 _ II TRU I 24" O.C. F _AT WOCD TRUSS 6 ' 2 O.C. AMP • NY 4 22i 7o 1; V 8' -8" c C „ - - 2 b MASTER BY: BATH TRUSS COMPANY 23 -3" ' 1/11111 A 2 ' ./, .r 4" OPEN TO BELOW\ 5' -4" o Uo Zr 0 - w in Om .L - .S V , I "v 8' -8" ♦ STAIR OPENING O r N • WIND LOAD • NET UPLIFT ROOF LOAD ANALYSIS • DEAD LOAD ROOF FRAMING PLAN I /4" = I' —O" RAFTERS ROOFING TOTAL DEAD LOAD q : 21 PSF X (I.32 X .9 + .25) = 39 P5F U : 39 PSF - 15 PSF = 24 PSF • TOTAL GRAVITY LOADS O LOAD TO BEAM 2( 19201bs 2(24X15) =120 Ibs 2' -0 = 5 PSF = 10 PSF IS PSF G : 39 P5F + 25 PSF = 44 PSF ASSEMBLY FOR FIRE RESISTIVE CONSTRUCTION CIELING TABLE 37 -C ITEM / 42 1 HOUR FIRE RATED W000 TRUSSES: 1" X 3" FURRING 16" O.C., ONE LAYER 5/8" TYPE "X" GYPSUM LATH, 5d CEMENT- COATED OR RING SHANKED NAILES 6" O.C., PAPER TAPE EMBEDDED IN CEMEN11TIOUS COM- POUND OVER JOINTS, EXPOSED NAIL HEADS COVERED W/ COM- POUND AND PRODUCT APPROVED INSULATION OF FIBERGLASS, MINERAL WOOL BATS, OR BLOWN IN FIBERGLASS, MINERAL WOOL BATS OR CELLULOSIAC INSUL W/ A MIN. VALUE OF R -11. WALL TABI E 37 -B ITEM 1 79. 1 HOUR FIRE RATED INTERIOR PARTITION: 2" X 4" WOOD STUDS 16" O.C. W/ 5/8" TYPE " X " GYPSUM WALL BOARD APPLIED VERTICALLY OR HORIZONTALLY NAILED NTH 6d COOLER NAILS 7" O.C. W/ ENO JOINTS ON NAILING MEMBERS. TABI E 37 -C ITFM if 29. 1 HOUR FIRE RATED EXTERIOR WALL: 8" CONCRETE MASONRY UNIT, LIMESTONE, CINDARS OR AIR COOLED SLAG. 2" X IO" OUTLOOKER5 a 24" O.C. (TYP.) 31' -8" 33' -8' 8" X 12" CONCRETE TIE BEAM W/ 4 -45 CONT. t 1$3 TIES a 11"" O.C., BAL es 48" O.C. BALCONY U.L. = 48O Ibs LOAD TO BEAM 180 lb GRAV. LOAD 1 ATTIC ACCESS 22' X 24" W/ WEATHERED STRIPING ON CONTACT SURFACE 1 INSULATION GLUED TO UPPERSIDE NOTE: 2" X L" PRESSURE TREATED WOOD SUB- FASCIA. 8" L. X 4" W. X I/4" BENT METAL ANGLE W/ 5/8" DIA. THRU BOLTS 1 -1 ti I/8" X I" 118 GAUGE) HURRICANE STRAP EMBEDDED INTO TIE BEAM ' EA. JOIST AND OUTLOOKER (TYP.) pUTLOOKER DETAIL 1/4" = I' —O" ROOF FRAMING NOTES BRACING: 1. 2" X 4" LATERAL BRIDGING 0 10' -0" O.C. MAX AT BOTTOM CHORD. 2. 2" X 4" BRIDGING 0 TOP CHORD AT RIDGE AND 0 10' -O" O.C. 3. 2" X 4" CRISS CROSS BRACING 0 20' -0" O.C. MAX. 4.. 2" X 6" PRESSURE TREATED WOOD SUB - FASCIA. 2' -O" v 1 C4 UJ 0 z O N SECOND FLOOR FRAMING PLAN 1/4" = I' -0" SOUTH ELEVATION I/4" = I' —O" X111 ∎1 �i ■11�1 � , elm BALCONY tt5 DIA. a8" TOP 44 DIA. a 12" TEMP 2. 3. 4. 10. APPLICABLE ITEMS OF CHAPTER 36 OF METRO CODE RE: INTRUSION AND BURGLARY SECURITY All locks on exterior doors shall be capable of re- sisting a force of 300 Ibs. applied in any movable direction and In accordance with resistance standards set forth in Metro Code 8C. All single exterior swing doors shall have a lock to be key operated from exterior with a min. of WOO possible key changes or locking auxiliary single dead bolt with hardened bolt inserts. The active leaf of pairs of exterior swing doors shall have same locks as required for single exterior swing doors. The inactive leaf of these pairs of doors shall have multiple point locks with 5/8' min. throw bolts with in serts. Sliding glass doors shall be provided with sliding door dead bolts or a bolt or pin not removable or operable from the exterior, at the ,lamb, head, sill or at meeting mullions. These doors shall be reinforced in the strike and lock area to maintain bolt stregnth effectiveness, if neces sary, and such doors shall have no screws removable from the Outside which would facilitate ready entry from the outside 5. Not applicable. L. Hinges on exterior or out swinging doors shall have non - removable pins. 1. Jambs of all exterior offset type in swinging doors shall be rabbetted, or of simular fabrication, to prevent defeat ing the purpose of the strike and the integrity of locks and latches. 8. Single, swinging, exterior doors, if wood shall be solid core of no less than 1 3/8" thick. 9. Glass and exterior doors shall comply with the American National Standards Institute's - Standard 291.1. Vision panels in exterior doors other than glazing within 40" of the inside locking activating device of loose and swinging doors shall comply with the American National Standards Institute's - Standard 291. II. Sliding glass doors and windows shall be installed and constructed so that no panel can be lifted from the tracks when on the locked position and so as to comply with the Architectural Aluminum Mfgs. Assoc. Standards for Forced Entry Resistance, AAMA 1303.3 12. Not applicable. 13. Not applicable. 14. Front main entrance doors shall be provided with a door scope or vision panels. 15. Doors and windows by Yale Oregon Products: (or equal) sliding door No. 5651, awning window No. 5104. horizontal rolling No.5113. I LIA N _1 QC __t LL1 w Z z U z E W fy u) I-- LL1 —1 QC F – U_ u -_1 ---1 LL1 U H zLLlm oL c ( 2 1L ---- W 0 Q O U to z < (r) O Q z IU 0 0 4 4 4 V z 3 Q 0 LU I-- Q FLOOR PLAN 3 OF 4 FILE 40:DCAD6\DLIG\MACLELN-I.DC5 N. MIAMI BCH. FL 33162 REVISED: MARCH 13, 1991 1811 N.E. 161 STREET FAX 945-2442 JOB U291-01 FEBRUARY R o OF TRU • 24" O.C. pr RU° AMP • NY gill— 2 1111 ' 1/11111 O r N • WIND LOAD • NET UPLIFT ROOF LOAD ANALYSIS • DEAD LOAD ROOF FRAMING PLAN I /4" = I' —O" RAFTERS ROOFING TOTAL DEAD LOAD q : 21 PSF X (I.32 X .9 + .25) = 39 P5F U : 39 PSF - 15 PSF = 24 PSF • TOTAL GRAVITY LOADS O LOAD TO BEAM 2( 19201bs 2(24X15) =120 Ibs 2' -0 = 5 PSF = 10 PSF IS PSF G : 39 P5F + 25 PSF = 44 PSF ASSEMBLY FOR FIRE RESISTIVE CONSTRUCTION CIELING TABLE 37 -C ITEM / 42 1 HOUR FIRE RATED W000 TRUSSES: 1" X 3" FURRING 16" O.C., ONE LAYER 5/8" TYPE "X" GYPSUM LATH, 5d CEMENT- COATED OR RING SHANKED NAILES 6" O.C., PAPER TAPE EMBEDDED IN CEMEN11TIOUS COM- POUND OVER JOINTS, EXPOSED NAIL HEADS COVERED W/ COM- POUND AND PRODUCT APPROVED INSULATION OF FIBERGLASS, MINERAL WOOL BATS, OR BLOWN IN FIBERGLASS, MINERAL WOOL BATS OR CELLULOSIAC INSUL W/ A MIN. VALUE OF R -11. WALL TABI E 37 -B ITEM 1 79. 1 HOUR FIRE RATED INTERIOR PARTITION: 2" X 4" WOOD STUDS 16" O.C. W/ 5/8" TYPE " X " GYPSUM WALL BOARD APPLIED VERTICALLY OR HORIZONTALLY NAILED NTH 6d COOLER NAILS 7" O.C. W/ ENO JOINTS ON NAILING MEMBERS. TABI E 37 -C ITFM if 29. 1 HOUR FIRE RATED EXTERIOR WALL: 8" CONCRETE MASONRY UNIT, LIMESTONE, CINDARS OR AIR COOLED SLAG. 2" X IO" OUTLOOKER5 a 24" O.C. (TYP.) 31' -8" 33' -8' 8" X 12" CONCRETE TIE BEAM W/ 4 -45 CONT. t 1$3 TIES a 11"" O.C., BAL es 48" O.C. BALCONY U.L. = 48O Ibs LOAD TO BEAM 180 lb GRAV. LOAD 1 ATTIC ACCESS 22' X 24" W/ WEATHERED STRIPING ON CONTACT SURFACE 1 INSULATION GLUED TO UPPERSIDE NOTE: 2" X L" PRESSURE TREATED WOOD SUB- FASCIA. 8" L. X 4" W. X I/4" BENT METAL ANGLE W/ 5/8" DIA. THRU BOLTS 1 -1 ti I/8" X I" 118 GAUGE) HURRICANE STRAP EMBEDDED INTO TIE BEAM ' EA. JOIST AND OUTLOOKER (TYP.) pUTLOOKER DETAIL 1/4" = I' —O" ROOF FRAMING NOTES BRACING: 1. 2" X 4" LATERAL BRIDGING 0 10' -0" O.C. MAX AT BOTTOM CHORD. 2. 2" X 4" BRIDGING 0 TOP CHORD AT RIDGE AND 0 10' -O" O.C. 3. 2" X 4" CRISS CROSS BRACING 0 20' -0" O.C. MAX. 4.. 2" X 6" PRESSURE TREATED WOOD SUB - FASCIA. 2' -O" v 1 C4 UJ 0 z O N SECOND FLOOR FRAMING PLAN 1/4" = I' -0" SOUTH ELEVATION I/4" = I' —O" X111 ∎1 �i ■11�1 � , elm BALCONY tt5 DIA. a8" TOP 44 DIA. a 12" TEMP 2. 3. 4. 10. APPLICABLE ITEMS OF CHAPTER 36 OF METRO CODE RE: INTRUSION AND BURGLARY SECURITY All locks on exterior doors shall be capable of re- sisting a force of 300 Ibs. applied in any movable direction and In accordance with resistance standards set forth in Metro Code 8C. All single exterior swing doors shall have a lock to be key operated from exterior with a min. of WOO possible key changes or locking auxiliary single dead bolt with hardened bolt inserts. The active leaf of pairs of exterior swing doors shall have same locks as required for single exterior swing doors. The inactive leaf of these pairs of doors shall have multiple point locks with 5/8' min. throw bolts with in serts. Sliding glass doors shall be provided with sliding door dead bolts or a bolt or pin not removable or operable from the exterior, at the ,lamb, head, sill or at meeting mullions. These doors shall be reinforced in the strike and lock area to maintain bolt stregnth effectiveness, if neces sary, and such doors shall have no screws removable from the Outside which would facilitate ready entry from the outside 5. Not applicable. L. Hinges on exterior or out swinging doors shall have non - removable pins. 1. Jambs of all exterior offset type in swinging doors shall be rabbetted, or of simular fabrication, to prevent defeat ing the purpose of the strike and the integrity of locks and latches. 8. Single, swinging, exterior doors, if wood shall be solid core of no less than 1 3/8" thick. 9. Glass and exterior doors shall comply with the American National Standards Institute's - Standard 291.1. Vision panels in exterior doors other than glazing within 40" of the inside locking activating device of loose and swinging doors shall comply with the American National Standards Institute's - Standard 291. II. Sliding glass doors and windows shall be installed and constructed so that no panel can be lifted from the tracks when on the locked position and so as to comply with the Architectural Aluminum Mfgs. Assoc. Standards for Forced Entry Resistance, AAMA 1303.3 12. Not applicable. 13. Not applicable. 14. Front main entrance doors shall be provided with a door scope or vision panels. 15. Doors and windows by Yale Oregon Products: (or equal) sliding door No. 5651, awning window No. 5104. horizontal rolling No.5113. I LIA N _1 QC __t LL1 w Z z U z E W fy u) I-- LL1 —1 QC F – U_ u -_1 ---1 LL1 U H zLLlm oL c ( 2 1L ---- W 0 Q O U to z < (r) O Q z IU 0 0 4 4 4 V z 3 Q 0 LU I-- Q FLOOR PLAN 3 OF 4 FILE 40:DCAD6\DLIG\MACLELN-I.DC5 N. MIAMI BCH. FL 33162 REVISED: MARCH 13, 1991 1811 N.E. 161 STREET FAX 945-2442 JOB U291-01 FEBRUARY c 0 c4 0 • v 2 "X2 "XI /4 STEEL PLATE 4 A 8 ", 4" CONC SLAB W/ (.X4-10/10 WELDED WIRE MESH ON 4 ti L. VAPOR BARB ER c 10' -I" 10' -4" METAL HAND RAL MUST BE A3LE TO RESIST A 200n THRUST AND PREVENT THE PASSAGE OF A 4' OBJ ECT NOTE 6 R 14 T 4 SERS • 1 V2" EACH 3EAD5 9 la EACH 33' -8" STAIR DETAIL 5 EXISTING CONC. W -8" 33' -8 FOUNDATION P LAB / 4„ 2' -8" I'- NEW: 4' CONCRETE SLAB W/1 LXC - to /lo W.W.M. " -5 " = 1' -O„ 5' -10" - 1 -t=t-t- i ce 3 V2" X 3 VT ME1 AL ANGLE 2 EA STEd NGER T X 12' PT W D DOUBLE LAYER 5/ DRYWALL. (1 F. 3 - 2' X 12' STRNG in 1 0 _ • O in '4) HEADER I" TYPE' X" R) =RS EQUALLY SPACED — 3 VT X'3 VT METAL ANGLES W/4 - V2" DA ANCHOR BOLTS INTO LEAD SHELDS • EACH 5TR NGER BALCONY RAILING • 4" O.C. MAX. 3'-0' BALCONY BALCONY DETAIL 3/4" = I' —O" O O w $5 DIA. • 8' O.C. TOP x4 DIA. • 12' TEMP. s4 DIA. • 8' BOTT. 8' X 18' CONC. T.B. W /5 -s5 DIA CONT. 3T' • 8 O.C. AT BALCONY \V C - Q � 'EKl�fo'�Cd� ' -2.U6 ,. (. LUG - t ro e \-‘ G ° EXISTING 4" CONC SLAB I I II = II I -III EX15TINC�: 10" X18' CONC. FOOTING Ill/ 2 -4 5 CONT. t tt3 TIES 3 12' O.C. UJ/ 13 12' ROOF TRUSS • 7 -O QC BY: TRUSS CO 7TAA7V\ R- 30INSULA11ON 5/8' TYPE' X' DRYWALL OVER TX 3' FURR NG STR PS • IL' QC ASSEM 31 -C 4 42 SF.BC 1 X 3' P.T. FIRE STOP R- 5 INSULATION 3/4" PL YWD DECKING 4' X 8' X V4" BENT MTL. ANGLE W/ 4 - 5/8' ❑A BOL TS 4' WOOD BASE V7 X 4' CONT. EXPANSON JONT 4' CONC SLAB W/ L X L - 10 /10 W.W.M - 1 4 ML POLYFILM VAPOR BARRER WELL COMPACT FILL 95 DENSTY 7 MECHANCALLY TAMPED TERM TE TREATED LAP 45 RBNF. BARS 7 -L' HK END L' O SOIL STATEMENT: SOIL ON THIS SITE OBSERVED TO BE SAND AND ROCK WITH A BEARING CAPACITY OF 2000 P.S.F. DESIGN LOAD OF THIS PROJECT DOES NOT EXCEED 2000 P.S.F. IF OTHER SOIL CONDITIONS ARE ENCOUNTERED NOTIFY ENGINEER II— = Ill _ III =III --III - III -... = III = III = III =111 =III -. = 111 =111 =111 =111 =111 - III 1 �� III l i l I II l i l 111 lil II // '1.9 • -o' • -o' • •� . •� 4 4" WOOD BASE 4" EXPANSION JOINT 4" CONC. SLAB W/ 6X6 -10 /10 W.W.M. CONNECTION DETAIL NEW SLAB I /1" = I' -O" 3" NAL R N SHED ROOF OVER 304 1I N TAGGED FELT OVER 5/8' EXT. GRADE COX FLUID WTH /8d COMMON NALS • L' QC AT PANEL EDGES AND L' QC AT INTERMEDETE SUPPORT. 4" QC • GABLE ENDS It NO STAPLES ALLOWED *) V8' X T (18 GAIJCB HURRCANE STRAP EMBEDDED NTO 11E BEM W/ GALV. TRUSS SEAT • EA TRUSS 0 0 0 i - 0' 7 X L' P.T. WOOD SUB FASCIA PANTED 5/: PLYWD SOFFIT ATTACHED W/ 8d COMMON NALS • L' QC •PANEL EDGE AND L' QC ATINTERMEDETE SUPPORT 8' X Q" CONC 11E BM 111/4-45 CONT. 1 4 u 3 11ES • 17 QC FROM CORNERS BAL. • 48' QC 11E BEAM TO HAVE 2 LO 45 BENT BARS AT CORNERS EXTENDNG 30 EA WAY 1-45 VERT. RBNF. IN CONC FILLED CELL • CORNERS 1 OPEN NGS 3 TO 6 I N W DE AND AT 10 -0 QC MAX 8' CONCRETE BLOCK W/ 49 TRUSS TYPE HORZONTAL JONT RBNF. AT EVERY SECOND l2nd) COURSE OF MASONRY PER SECT. 2104. IF) 8' X Q CONC BEAM W /4- 45 CONT. 1 I8' LEGS BENT • EACH CORNER • 48' QC T X 12" P.T. W Q PLATE W/ 5/8' OA BOLTS • 24' O.0 STAGGERED V7 STUCCO 2 COATS �FI FL t FI K GRADE TYPICAL WALL SECTION 3/4" = '1 -0" 4 MIL. POLYFILM VAPOR BARRIER UJELL COMPACT FILL 95% DENSITY MECHANICALLY TAMPED (TERMITE TREATED) LV. METAL DRP STOP 24 GA M K TX 8' WOOD FASCIA W /8d COMMON NALS •4' QC L' X 24' SCREEN VENT • 48' QC FOO11 NG TOP TO BE A 11 K OF 8' BELOW GRADE 12' X 24" CONC. FOOT'G W/ 345 CONT. t tt 3 TIES • 48" O.C. TO BEAR ON UNDISTURBED SOIL MIN. ELEVATION OF FIN. FLOOR TO BE NOT LESS THAN 8' ABOVE FLOOD CRITERIA OR FIN WHICH EVER IS HIGHER. 1. CONCRETE MUST BE DESIGNED TO ACHIEVE A MIN. COMPRESSIVE STREGNTH OF 3.000 P 2. REINF. STEEL MUST COMPLY W/ A.S.T.M. 415 GRADE LO 60/1,00 MIN. YIELD STREGN NEW u 1 U w OL r ui z co z -___1 U I— < I lK m O U) O ((t llJ t1_ LL w 0Q NE - z z 0 0 _1 4 10 z 9 0 Lii FLOOR PLAN OF 4 PLANN iNG BOARD AGENDA OF AUGUST 20, 1998 Name of Owner /Applicant FRANCOIS MACLELLAN Name of Architect/Contractor TORRES FENCING Address of Property, and/or Legal Description 1209 N.E. 9 6th ST. Nature of Request APPROVAL OF PLANS FOR FRONT YARD FENCE Present Zoning R-25 Area of Present Building Area of Proposed Addition Total Area Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code : Front Side Rear Setbacks Provided : Front Side Rear Variances/Zoning Change NONE Council Action Required NO c_fhoresllage F _ O 10 Planning Board Action APPROVED 8/20/98 Council Action ITEM NO. V Directcr of Building and Zoning. 3 Phone No. 892 - 6063 Phone No. 688 -1831 13125 W. DIXIE HIGHWAY NORTH MIAMI, FLORIDA 33161 July 9, 1998 City of Miami Shores Miami Shore, Fla. Ref: 1209 NE 96 Street Dear Board Members: My name is Francois Maclellan. I am the owner and resident of the above mentioned property. I have been under permit construction since February of this year and throughout the remodeling it has become quite evident that the second story addition, fresh paint throughout, a new roof and decorative banding and railing has dramatically improved the look of not only my home but also the immediate surrounding community. We had decided to hire the railing contractor to give us a decorative fence for the front of the house next to the sidewalk. The fence would include two concrete artistic round columns with a light. The Building and Zoning department has since rejected our application for permit. They advised me to get your approval. Today! respectfully request that you review the drawings enclosed and approve for installation a high Decorative Galvanized steel, 1" punched picket with 2 "x 2" Terminal Post. There will be no gate but will have a 10' opening. I sincerely believe that this will compliment the historical look we've given the home as well as the community. As I understand, the code is 3'6" but with the concrete light post it would make it a little higher. We again respectfully request your approval for the variance of;g", to make it WA i would like to thank you in advance for your consideration in this matter and hope that you will approve my appeal. Sincgrely yours 2 1 g_ Francois Maclella EXCLUSIVE SUCCESS, INC. Telephone (306) 892-6063 Fax (306) 892 -6063 ASPHALT ALLEY 15' 75' L N 17001. ,IZZ3136' �Q ,T � �UJO STORY �' 'CBS RESIDENCE / 15' ONE STORY • . CBS "RESIDENCE, 5' SIDEWALK NEW FENCE EXISTING H' ASPHAL GRASS 25.0' r 985' 1 'Li1 9I i` 4 7 i 1111111 1' � C SEE ELECTRICAL FOR WIRING 11111111119111 r 3'- ID'x3' -O'x!E ' FOOTING W/ 3 '5 EACH WAY 1 1 LH I I I I 1 1 1 1 1 " 1 1 1 L _ J L . J i J� 1 1 COL.UMi 1 5ECt 1 01\1 SCALE I' • 1 J g' m CONCRETE COLUMN 4 0 5 VERTICAL REINFORCING "3 TIES o 8' G.G. 3'- 0'x3' - 0'x16' FOOTING W/ 3 "5 EAGN WAY PROVIDE SLEVE ELECT. CONDUIT . tom' q' t 4. �� /7..40 Poo c.. it. ;7:1. !s'x30'K d •. ` • 4' i : ,To' : 7.50 1 .so.00 -�� C G,/ C • CO VEit C�)�a u _ ,r.4,i,Z y 1 STe �.> Y 0 . 6 r4• Z ` Fig Z S 00 s 1' -. Z ?. • s 1r) ,z8.1 w.azr? k . 27o' i7,0' / 03- z 5:00 t6 SKETCH OF SURVEY / G , qv cE Zg ',0 r ,WveAfew 00' /Lc> \• PAGE 1 OF 2 Th N 1 - 91•1111101. --- l LEGEND: A.E. .ANCHOR EASEMENT NC .AIR CONDITIONER Asp. .ASPHALT 81I_ •BLOCK B.M. .BENCHMARK CA. .CENTER LINE C.B. .CATCH BASIN C.B.S. •CONCRETE BLOCK STRUCTURE C.L.F. .CHAIN UNK FENCE Cont. .CONCRETE D. .DRAINAGE EASEMENT E.I. .ELEVATION E.O.P. .EDGE OF PAVEMENT F.F. .FINISHEO FLOOR F.N. •FIRE HYDRANT Fnd. .FOUND G.V. .GATE VALVE G.WA .GUY WIRE ANCHOR VE.E •INGRES$/EGRESS EASEMENT I.R. .IRON ROO M. •MEASURED NOVO .NATIONAL GEODETIC VERTICAL DATUM N • 0 -NAIL • DISC Nb. al • . NUMBER OM .OVERHEAD O.R. .OFFICIAL RECORD Pp. .PAGE PA. •PROPERTY UNE P.I. .POINT OF INTERSECTION P.O.B. •POINT OF BEGINNING P.O.C. .POINT OF COMMENCEMENT P.P. .POWER POLE P.R.M. .PERMANENT REFERENCE - MONUMENT P■mL .PAVEMENT O.R. .OF RECORD NW .RIGHT-0F -WAY S.P. .STEEL PIPE S.B.E. •SOUTHERN BELL EASEMENT SAW .SIOEwALK T.O.B. •TOP OF BANK T. .TAB U.E. .UT•.ITY EASEMENT ML .WASHER 7.06 .DENOTES EXISTING ELEVATION •SET IRON ROD VOCAP TURN TO PAOE 2 011 FOR LEGAL QEBCRDTION ARO CERTIFICATION SCALE: / / 4:20 FOR �.Qiq/V G'D /.S /V/VG ASSOCIATED ENGINEERS & SURVEYORS OFF SOUTH FLORIDA, CORPORATION CONSULTING DGNURiUWO surr YOltf 7320 GRIFFIN RD.. DAVIE. FL 33314 • TEL (954) 791- 21 IO • FAX (954) 791. 1352 JOB N0.95473 PROJECT SKETCH OF SURVEY WITH EXISTING STRUCTURES 1. COMMUNITY NUMBER /2 ; ? 2. PANEL NUMBER 00 93 3. • SUFFIX c/ 4. DATE OF FIRM INDEX 3-Z- 5. FIRM ZONE 6. BASE FLOOD ELEVATION . . ' o . Ei ° - .1 i „ 20O I HEREBY CERTIFY TO: REGISTERED LAND SURVEYOR #3354 STATE OF FLORIDA 3 E r - : F • -- :• rte ! 'T ∎, ■• .J L, ,, . . LOCATION SKETCH (NOT TO SCALE) T 1 I L p l ' . r?: i hi e o PROPERTY ADDRESS /207 /V -6: 76 1-1/ 57: -'%''.' 51/a /e' ,' 33/38 FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SURVEYOR'S NOTES; - or✓e6 t FF ze /2.00 GowESj ea/. a s 1,5 1. ELEVATIONS SHOWN REFER TO NATIONAL GEODETIC VERTICAL DATUM 1929 (N.G.V.D.). _ ,dPPZ /CABGG ;1> /AGRAM 4 / 2. BEARINGS, IF SHOWN, ARE RELATIVE TO THE ONE SHOWN AS BASIS OF BEARINGS 3. THE REFERENCE BENCH MARK (B.M.) IS 3?5 - , 3 55 ,N nAid • /WeA/ /ndiv L G 57¢ LOCATED AT: /V E 7 6 & 'j/ cy d A/ E, ,o ,4/v6: Z 3.5 ' `Y. 70.7' N ea, a, (4/ t LEGAL DESCRIPTION: LOT(S) /S /z l',6f /C BLOCK C OF /� /, ..5 l J ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK /0 , PAGE 3 7 OF THE PUBLIC RECORDS OF Avluye i> COUNTY, FLORIDA. /-;914 C O/,S / (Q.L 0/4 THAT THE ATTACHED SKETCH OF SURVEY OF THE ABOVE DESCRIBED PROPERTY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS RECENTLY SURVEYED AND PLOTTED UNDER MY RESPONSIBLE DIRECTION AND THAT THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS SHOWN THEREON. I FURTHER CERTIFY: THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR SURVEYS PURSUANT TO SECTION 472.027, FLORIDA STATUES, AND ADOPTED IN CHAPTER 61G17 -6 FLORIDA ADMINISTRATIVE CODE, EFFECTIVE SEPTEMBER 1, 1981, AS AMENDED, DECEMBER 1988. // n DAB D AT DAVIE, T IS DAY OF FRANCISCO A. AGUIRRE, P.E., P.L.S. UPDATED: ASSOCIATED ENGINEERS & SURVEYORS OF SOUTH FLORIDA, CORPORATION CONSULING DiGIMUSLANO SUEVIYORS 7330 ORWYN RD, gums 10* DAWI I. FL 33314 . T11:0#64 791.2110. FA%:464 791.1362 FOR ` w.00/.S /14 (-6 OA) .:./ aa i.au..r xx,...: w►aa. PAGE 2 OF 2 ,19 /U, BROWARD COUNTY, FLORIDA. NOTE.EXCEPT WHERE SPECIFIED HEREON SHOWN ON THE RECORDED PLAT IDENTIFIED IN THE LEGAL DESCRIPTION OF THE PROPERTY FOR THIS SURVEY, NO SEARCH FOR EASE- MENTS, ENCUMBRANCES NOR RIGHT -OF -WAY OF RECORD HAS BEEN MADE. NO EXPRESSED OR IMPLIED DETERMINA- TION OF TITLE, TO THE LAND DESCRIBED, IS MADE. JOB NO 673 PROJECT SKETCH OF SURVEY WITH EXISTING STRUCTURES 1 tt I t t t 1 t t t if r t.t t " t I L�J oils oN edAke s !/4' a 1' • Q> ; . - ,}.y.:, -.r4 .Si,'._'•:1 }'y.�,. tt t_t. 1' —II' PE C PL�N SCALE : I/4 � f � 1 F I E ij u I tl)Llt FUTI I I 11 11 TrTTTTT I 4 IOU ttflit 1 1 1 l l r 1 IT i T �� u u .. L *�f N 614c1NC; 15s-0 r ti 1,31 t• t,9 [Fri [I 1 I J E F FF 11 I ITT Ir 4.. f~- 11 3'. 'x3'- P'xIgO' FOOLING U!/" 3 x3 EAc UJAY 1' -1I' Ittttl t3�lt , FENCE t' 2'x1' PO@ta ex 'AMEIQJ TAR' 12`+ GONGFaTE FOOTING tYP. FIIE N/IChAL ALAN FINE 1320 SOUTH DIXIE HIGHWAY SUITE 902 TELEPHONE NO. (305) 667 4377. ARCHITECT P.A. CORAL GABLES FLORIDA 33 146 LIC. NO. AR001 163 1 - P.A. LIC. NO. - #AAC001628 title: MAcLLLAN RESIDENCE 209 NORTHEAST 96 STREET, MIAMI SHORES com. no. • • . , revisions: 1 1/09/05 VP PROPERTY LINE '-0" WOOD FENCE TO BE REMOVED O N 5' -0" CONCRETE WALK 9' -0" ASPHALT 75.00' EXISTING TWO STORY C.I3.S. RESIDENCE WOOD PORCH WOOD DECK 75.00' 1 1' -0" ASPHALT DRIVE 1 0'-O" GRASS L ____PROF'ERTY LINE WOOD DECK NE 9GTH SREET 4' -O" C65 WALL PROPERLY LINE ------..\\ PROPERTY LINE SCALE: LEGAL DESCRIPTION: LOT 15 AND THE EAST 1/2 OF LOT 16, BLOCK 83, OF MIAMI SHORES SECTION N0.3, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, AT PAGE 37, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FL. PROPERTY ADDRESS: 1209 NORTHEAST 96 STREET, MIAMI SHORES, FL EXISTING SITE PLAN I " - 10' -O" APr'ROVED i' i111 !STRIjCTURh. ELECTR,CAF_ PLUM3 NG MECHAN CAL BLDG. NOV [ 5 p cP�ws- loqus'ii BY SUUJECT TO STATE /-N:) COUNTY RULES rWL DATE ,ER9 X15 FIIE MIChAL ALAN FINE 1 320 SOUTH DIXIE HIGHWAY SUITE 902 TELEPHONE NO. (305) 667 4371 ARCHITECT P.A. CORAL GABLES FLORIDA 33 146 LIC. NO. ARCO 1 163 I - P.A. LIC. NO. - #AACOO 1 628 tItle: MicLLLAN RESIDENCE 1 209 NORTHEAST 96 STREET, MIAMI SHORES com. no. • • • • • (V Eo O m N T 1 6' -3 --NEW =0" CBS WALL --SEE SIDE WALL SECTION THIS SKEET 1 2" X 30" CONTINUOUS FTG. - -- COLUMN LIGHTING TO BE CONNECTED TO SPARE CIRCUIT (TYF) - -SEE FRONT WALL SECTION THIS SKEET PROPERTY LINE 4' -O" ALUMINUM ' GATE 75.00' 6' -3" COLUMN LIGHTING TO SPARE CIRCUIT (TYP) 9' -4 - -- -(2) 4' -0" ALUMINUM GATES EXISTING TWO STCRY RESIDENCE WOOD POR WOOD DECK 75 CO' 5' -0" CONCRETENALK I I' -0" ASPHALT RIVE 10-0" GR55 1 6' -3" SEE REAR WALL - SECTION THIS SKEET 5EE COLUMN SECTION THIS SKEET - - 1 2" X 30" CONTINUOUS FTG, WOOD DECK 16' -3" IG "X 1G" COLUMN (TYP) EXISTING 4' -0" CBS WALL - PROPERTY LINE — PROPERTY LINE -- LEGAL DESCRIPTION: LOT 15 AND THE EAST 1/2 OF LOT 16, BLOCK 83, OF MIAMI SHORES SECTION NO.3, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10, AT PAGE 37, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FL. PROPERTY ADDRESS: 1209 NORTHEAST 96 STREET, MIAMI SHORES, FL PROPOSED SITE PLAN SCALE: 1/8" = 1'-0" SCALE: SCALE: SCALE: TYPICAL GATE ELEVATION ALUMINUM GATES — — I G" X 1 G" COLUMN BEYOND 8" BOND BEAM W/ 2# 5 — 1 3/4" STUCCO _ 8" BLOCK WALL WI #9 GA. HORIZONTAL TYPE (DUR -0 -WALL) JOINT REINF, @ I G" O.C. REAR WALL SECTION 1 /2"=1'-0" 1 /4 I ' -0" 12" x 30" CONTINUOUS FTG. W 3 #5s # @ 24 "TRANS. 8" BOND BEAM WI 2# 5 SIDE WALL SECTION -_ --- 1 3/4" STUCCO — 1 I /4" STUCCO 1 3/4" STUCCO I /2 "= 1 -0" 3/4" STUCCO _ # 5 @ 48" 0. C. _ KEYSTONE CAP 1 3/4" STUCCO 1 1/4" STUCCO 3/4" STUCCO 1 3/4" STUCCO __8" BLOCK WALL W/ #9 GA. HORIZONTAL TYPE (DUR -0 -WALL) JOINT REINF, @ 1 G" O.C. 12" x 30" CONTINUOUS FTG. W3 #5$ #4@ 24" TRANS. SCALE: ---- KEYSTONE CAP - -- -- 13/4" 5`;�CCO TYPICAL WALL ELEVATION SCALE: SCALE: I :14" STUCCO COLUMN SECTION 1 I /4" = I -0" 1/2"=1'-0" 1G " IG" BLOCK COLUMN - -._ 13/4" STUCCO 1 I /4" STUCCO - 3/4" STUCCO #5 @48 "0. C. 1 3/4" STUCCO FRONT WALL SECTION 8" BOND BEAM WI 2# 5 1/2"=1 1 2" x 30" CONTINUOUS FTG. W 3 # 5 $ # 4 @ 24" TRANS. 8" BLOCK WALL W/ #9 GA. HORIZONTAL TYPE (DUR -0 -WALL) JOINT REINF. @ 1 G" O.C. 1 2" x 30" CONTINUOUS FTG. W3 #5$ #4 @24 "TRANS. SOIL STATEMENT: FOOTING SPECIFICATIONS HAVE BEEN DETERMINED BASED UPON A BEARING CAPACITY OF 2000 P.S.F. CONTRACTOR MUST NOTIFY ARCHITECT UPON COMPLETION OF FOOTING EXCAVATION TO VERIFY THAT ACTUAL CONDITIONS COMPLY WITH ASSUMED CAPACITY. revisions: 11/08/05 VP l REPAIRED. CONTINUAL MAINILNANCL U IHL WALLS IS REQUIRED DF THE PROPERTY OWNER. WHEN EXCAVATING FDR THE POOL, THE SEA- WALL TIEBACKS SHALL NOT BE CUT. NOTIFY THE ENGINEER FDR INSTRUCTIONS, WHEN CONC. DEADMEN FALL WITHIN THE EXCAVATION. 13. THE CONTRATOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DIS- TURBED. BACKFILL SALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ANY ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90X DF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 14, WHERE PATIOS ARE INDICATED BY OTHERS, THE PATIO DESIGN NOTES SHOWN ON HTE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY OTHERS. 15. WARNING' TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS DR ANY OTHER REASON THE HYDRO- STATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 16. THIS PLAN REMAINS THE PROPERTY DF THE DES- IGN ENGINEER IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITH ❑UT THE WRITTEN PERMISSION DF THE DESIGN ENGINEER. 2 - #3 CONT. JPING .LE ATER LINE 6 MIN VERTICAL -3' SHALLOW END DEEP END , ,PPROVED FINISH 4' CONC DECK W/ SLIP RESISTANT TOPPING (W /6 X 6- W1.4 X V1.4 WWF) ON COMPACTED FILL WITH ALL ORGANIC MATERIALS REMOVED ( SEE GENERAL NOTES) SLOPE / 43 AT 10 D.C. F.W Rf1T f. CENTERED 8'X8' CONC. FTG W/ 1 #5 CONT. 2' COVER (CENTER) Lc' TOP & 6' BOTTOM — W/ 43 AT 10 D.C. EACH WAY STEELTEX FORM, KRAFTBDARD DR EQUIV. GpfJG a! I � - eR )e r un) Ne 0rJ r2 c.) 0 LI N E `R LET 10 GReaC,'G TcaR E-p. re) Is Tike e ;,SAL_ C (J O 1 5 E AST I/ 2 i IAM JI �QI \Cj �i�l. 11 ��j ( li 't? l U) P 0I TD. u SOTTO HYDRA ALLOT NET H USE M REPAIRED. CONTINUAL MAIN IENANCL OF IHL WALLS IS REQUIRED OF THE PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, T SEA- WALL TIEBACKS SHALL NOT BE CUT. NOTIFY THE DEADMEN FAL WITHIN THE EXCAVATION. CONC. ION. 13. WITH C CAUTION. SHALL BACKF BE CLEANDSANDS F FREE SOFLANY ORGANIC (MATERIALS AND SHALL BE PLACED IN 12' THICK LAYERS. EACH AYER SOILS L MAX MAXIMUM DENSITY CBYPTAMPINGO THE SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A SIMILAR MANNER. 14. WHERE TIO DESIGN NOTES INDICATED SHOWN ON HT E TYPIC THE TYPICAL WALL SECTION DE DO NOT APPLY. PATIO DESIGN SHALL BE 15. FOR REPAIRS OR ANY OTHER REASON THE HYDRO STATIC UPLIFT PRESSURES BENEATH THE POOL I-SUST BE FLOATING ELIMINATED WARDTHE OWNER PREVENT POOL CONTRACTOR OR POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. 16. I ENGINEER 1T IS NOT TRANSFERABLE PROPERTY FROM IGN ONE CONTRACTOR ION OF THE DESIGN (ENGINEER THE 2 - #3 CONT. JPING LE ATER LINE 6' MIN VERTICAL -3' SHALLOW END DEEP END ,PPROVED FINISH 4' CONC DECK W/ SLIP RESISTANT TOPPING (W/6 WWF) (W /6 X 6- ON COMPACTED FILL WITH —7 ALL ORGANIC MATERIALS REMOVED ( SEE GENERAL NOTES) ri SLOPE 8'X8' CONC. FTG W/ 1 #5 CONT. 2' COVER (CENTER) V TOP & 6' BOTTOM — W/ #3 AT 1U D.C. EACH WAY. STEELTEX FORM, KRAFTBOARD DR EQUIV. # 3 AT 10 D.C. F W POT f. CENTERED 1,e.F- A" r) �1e � �1E`TEe 1 . co o rJ i� S�t7e� �e�A►1 1` v 1T TQ e I 2. .l..f25 PC.›L_ GGv •_ OT lJ ,E�S I/2o . Ly , Cam- CZ-K. 711,4 I` I ,�1 10�ES SECT;Or`i �` ;>:=d ,C; , PC—, fl -- &AeaCc nc4 &P. re.,, iA(' c . r & TOP 0 BOTTO HYDRA ALLO'. NET H USE M e.r 4 L_'IIi I ■11/l■ ■ ■ ■ ■ ■ SMCOND IrLOO 2 PLAN SCALE :1/4' • I SCALE! t 1/4' U NEW STAIR$ PAST SST # LOO PLAN 38' • 0' 14.61t i f 7 f / . i / �7 2'- ROOF PLAN SCALE :1/4' 7 1 ELEV. TO MATCI4 EXISTING Zt �' E ZONING LEGEND BUSINESS, INDUSTRIAL, MULTIPLE FAMILY DEVELOPMENT ZONING: SINGLE FAMILY & DUPLEX 42' -0' 38 -0' v HEIGHT (TO RIDGE OF ROOF) 27.00' NET LAND AREA AREA--9967.983 sq. ft. LOT COVERAGE (EVERYTHING UNDER ROOF) 3298.82 SETBACKS: FRONT . . . . . . . 25.00' SIDE 9.85' SIDE STREE . . . 12.65' REAR 46.35' SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION N.G.V.D. OR AN ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATION OF' THE ROAD ABUTTING THE PROPERTY. AREA ADJACENT TO THE LAKE OR CANAL TO BE GRADED SO AS TO PR DIRECT OVERLAND DISCHARGE OF STORMWATER INTO LAKE OR CANAL. LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF' STORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO ' N) L,INSPECTION. Al, 12.65' SCALE = 1' : 20•-0' ASPNALT ALLEY IV / t 2' -0' OVERNANG 3"136' TWO STORY AOO T1ON N. E. 96 BTREEET f1 EXISTING POOL E5<10fjN6 ONE oTp CBG 'EOJ1 E 1 GRABS SII,EWALK EXISTING 11' A8F1NALT 25.0' r } J Z/ z /c 5 0 Ii 0 0 Revisions: n.. r issued7h Date plotted: FEBRUARY 12, 1998 Project no.: A80103 -1 Drawn by: EF Checked by: A.A. Approved by: A.A. la 1 1 f � f:. F--- y. +46.28 PEW -49.36 PDF +41.18 PDF -44.54 PDF 4 - F +51.1 PDF VI/ -54.1 PDF +51.1 PDF E -54.1 PDF WM6•1 EL v r I ON SCALE : I14' = 1' - 0' 12 — 13 O +48b3 PDF -51.13 PDF +45.1 PDF -41.8 PDF EAST E .MVAt I ONl t r - ;+ 7 Fitt 2ric1- FLOCF2 A3D,G 1ED FiN Fit 9t. FLOOR 12 3 r --- '" 3 r iOP OF BEAM +19'- 4' FIN. 2nd_ r -..00R ASSUMED FLOOR V ®l_0. 12 3 r SCALE : 1/4' s 1' -0' SCALE : t /4' : 1' -0' SCALE : 1/4' ! 1' -0' SOUTH EL V 1 ION 2' -0' f 0 439.303 PDF -42.21 PDF NORTH 'TH ELEV4It I Oil +30.9 PeF -33.91 PSF 0 +393 PDF -4111 PDF O ++30.9 PF -33.91 PDF CE 1L z 0 • V! w c rmi z C F1 Cci oe3 Revisions: Dote issued:' Dote plotted: FEEMARY 12; 1998 Project no.: A80103-2 Drown by: Checked' by: AA Approved by: AA O w 0 0 s 0 1 WINDOW SCHEDIJLE MARK TYPE MASONRY OPENING MATERI L REMARKS i aN !/2 32 21 1/2' x 21' ALUM. SHED 14R44XOX 15' x 51 5/8' 46' x 24 ARCH C ALUM. U 41' x 14' ALUM. FIXED GLASS S1423COL TEMP 38' x3'1 1/8' ALUM. ARCKED 0 131423COL 38' x 39 3/8' ALUM. U S1-123COL 38' x 39 3/8' ALUM. ©^ 81423C•OL 38' x 39 3/8' ALUM. 81423COL 38' x 39 3/8' ALUM. O 41' x 91' ALUM. ARGUED FIXED GLASS 81-123COL TEMP 38' x 51 1/8' ALUM. ARGUED O SI4 1/2 32 21 I/2' x 21' ALUM. © SW23COL 38' x 51 1/8' ALUM, ARCHED ALUM. NO. 0 0 0 L�. LOCATION GARAGE FAMILY ROOM BALCONY MASTER BATH CLOSET ROOM GARAGE FAMILY ROOM MASTER BEDROOM MASTER HATN WALK-IN GLOBET ABREV1AT1ONS: WIDTH 9' -0' 2x 4'-0 2x 3' -0' 2'-6' 2'-6' FLOOR 3C:$ CARPET TILE CAf. PE T DOOR SIZE HEIGHT 6' -8' 6' -8' 6' - 6' -8' 8C8 - STAINED CONCRETE SLAB THICK 2 1/2' 1 3/4' 1 3/4' 1 3/4' 1 3/4' FINISH WOOD SCHEDULE TYPE ! ANEL r ANEL BASE YIALLS DRYWALL WOOD pRYWALL TILE ?RYWALL WOOD DRYWALL MATERIAL WOOD WOOD /GLASS WOOD /Csl..Aa$ WOOD WOOD SCHEDULE CEILING MID DRYWALL. DRYWALL DRYWALL DRYWALL FINISH THRESHOLD JAMB REMARKS PAINTED PAINTED PA INTER PAINTED PAINTED CLG. HOT. REMARKS +9 -0 STUCCO W000 WOOD WOOD WOOD M.O. 98' x 91 1/2' (FIXED GLASS ASV.) M.O. "1b' x 81 1/4' FOIL BACKED R -30, 10'd BAtt INSULATION 5i8' 1 -COAT DRYWALL TYPE 'X' CEILING ON 3/4'x3 1/2' WOOD FURRING s 16' C.C. CONC. BEAM, SEE STRUCTURAL PLANS 12 1 5 /8' I -COAT DRYIUALL ON Fl -FOIL AA -2 R -4.2 REFLECT. PAPER INSUL. ON 3/4'x1 1/2' P.T. WOOD FURRING s 16' C.G. !6' DEEP FLOOR WOOD TRUSSES — • 24' C.C. 3/4' PLYWOOD DECKING 4'x6' P.T. WD. LEDGER W/ 3/4' 0 BOLTS a 18' G.G. ALUMINUM WINDOW SEE SCHEDULE CONCRETE CAP SEE STRICT. PLANS 4' COAT. WOOD BASE 4' COLIC. SLAB W/ 6x6 -10 /T0 WW1. — ON 6 MIL VAPOR BARRIER ON 1'EL COMPACTED FILU. VAPOR ESARRIER FOOTING S'EE 3TRZ.:T. PLANS SCALE , 1/2' • 1 -0' - HURRICANE STRAP 1 unto. WALL. SECTION WOOD ROOF TRUSSES • 24' C.C. BY 3F'ECIAL TY ENGINEER ROOF TILE TO MATC14 EXISTING ROOF 26 GA. GALVANIZED METAL FLASHING -PAINT TO MATC1•4 EXIT. TOP OF BEAM +i9' -4' �— 8'x8' SCREEN VENTS 48' C.C. PAINTED 5i8' PLYWOOD W/ Sid NAILS • 6' C.C. � 2r�d. FLOOD 2 + 10I -4' STUCCO INISI -4 TO MATCH EXIST. ON 8' . . BLOCK WALL ABa2-1ED ELEV. 0' -0' TO MATCI -4 EXIST. NOTE: Contractor to submit Dade County product approvals to the Building Department prior to purchasing windows and doors, for evaluation of positive and negative wind pressures and comparison with pressure values indicated on the elevations. 6 Revisions: (Dote issued M Date plotted: FEBRUARY 12, 1998 Project no.: A80103•3 Drawn by: EF Checked by: A.A. Approved by: ADD TI ON FOR: 4' CONC. 8L -.r W/ 7 - 6x6.10110 W. 1'1. ON 6 MIL VA' • SARRIER ON WELL COMPACTED FILL. EXIST. OIL. - COLUMN (3� STAI 2i=3 -5 r C4 C4 Cel TC r SCALE : 1/4' = 1' -0' 1 2' - a' SCALE : V4' 2 1 -0 14' -10' 2'x4' WOOD LEDGER W/ 1/2' .— N.B. ANCI IGR BOI.. r8 1S' G.C. TO PROVIDE NAILING SURF FOR ri..00R 81- *EATI-IINCs. (Tc 2E5-1 4'x6' WOOD LEDGer2 UJ/ 3/4' 148. 4NQ4 Or2 E3OLT8 e IS' G.C. RT(TU)I0T TO 4'x6' LEDGER 4 FLOOR TRUSS. FLOGR WOOD 1 RI-1-54 E8 14' -a 10.0' FLOOR 8LAS ELEV. -2 -6' 2E3 _3 c UM= 4' COLIC. SLAB W/ 6x6-10/I0 W.W.M. ON 6 MIL VAPOR SARRIER ON WELL COMPACTED FILL. POUNDAT I Oi l PLAN !L r c. 2 d. PLOOR PRAMING PLAN 2' -2' r 6 FLOCr WOO a 2' - C.C.. 3a F -I 2E3 -4 12_'x' cl: 4'x7' 1 • • LEDGER W/ 3/4' m 11.8. A NC r SOUS s 1Y' (1) 1- ,$G ES RT !6 (1W) NAILED ro 4'x6' LEDGER * FLOOR IM .15,5, to 10' -6' FOR F -1 1' -1 Tr ' 5' coNcicet5 SLAB W/ *3 a 'f0' C.G. TEMP. Ql N �-- — - 2'x4 N.B. tO FOR m 4 00 LEDGER W/ 1/2' m -OR BOLTS d 18' C.G. IDE NAILING 4UF ACE R 1EAT 4 NG. 4 --- - NC 04 DRILL 6' MIN. INTO EX1BTING 4 EXTEND FOOTING (P-2) rESARO INTO NOLEB, SET WITN EPDXY GROUT (TYP.). UPLIFT =ev • (1) 1- 4444EB DTC UPLiPT 1= 320 (1) 1- 41X. EEB 1.I•4 2 W/ 20d NAILS. SCALE : 1/4' = 1 -0' (1) t-Lit: I-4E8 DTC 4 (1) 1-4 -4E3 TA' , SCALE : V4' * 1 xI st ING 44N GR4VtTY = 4060 '' I UPLIFT a 3333 * LINE OP EXISTING FOOTING TO REMAIN. UPL T = I (1) t-itJCst le DTC (1) TYP. GIRDER 1R1.11315 UPLIFT .'4G -40R (W/ (2) Ii2' DIA. ANC1 -I0R BOLT()) food P AM I NG PLAN LINE OF EX18t, WALL FOOTING TO BE REMOVED. If SY 1 I-- -1-1-1 1 TRU - ECI 42' - 0' 38' -0' U ,Ft • I 5 " I (1) I 1-15 OTC r I UPtriFr = 122 * (1) I44...1 V1E$ DIG 24' C INE EXISTING SLAB- - TO 13E REMOVED (ER13r. COLUMNS i F00TlNG TO SE REMOVED. EXIST. COLUMNS 4 FOOTING TO OE REMOVED EXISTING 8TAI1[28 To BE REMOVED. 0.<16 i At?t A L J� cJ l EE J , F -1 11 (1) I- &I.4E9 DTC 4 (1) wur..14-:E8 TA 1.6 GRAVITY = 4060 • UPLIFT = 3333 * (1) TYP. GIRDER TRUSS UPLIFT ANC14OR (W/ (2) 1/2' DIA..3NCNOR E3OL . f2 -0' SRAVIIY = 2O UPLIFT = 1121 • C4 C4 UPL 1P = 6 (1) 1- . 4ES •TG (V zatli j o) Z �v► Z Z 0 Z z pa CC L ck3 G 0 Q Revisions: ( Date plotted: FEBRUARY 12, 1998 Project no.: wawa.) Drawn by Er Checked by: A.A. Approved by: AA COLUMN SCHEDULE MARK LEVEL C REINFORCING REMARKS F -1 24' x 12' CONTINUOUS 3 • 5 CONTINUOUS • 4 4 48' c.c. S.W. ROOF BEAM -4" 4'.0' x 4' -0' x 12' 1331-± StH.L 11b'13Q 338 F -3 4' -6' x 4' -6' x 12' 5 ' 5 EACI -1 WAY BOTTOM ®4 2nd. FLOOR 1 I .Lt Se 's S • 5 EACH WAY BOTTOM .LI x •B us ir 3' -6' x 3' -6' x 2' 4 • 5 EAC WAY f3OttcJ•1 • t © FIRST FLOOR - '-0' - .Ll x .g bey( • \9 �I I j4'x4'x1/4' '' '" T141001E56 C33711. "VNOV Isiz l07 193,19 ss Doii-'J. - "^'Ytt .w1 x a t, x .� Q�1� "VNOV N.11' iO - tams TOP OF FOOTING STEEL BASE PLATE YPE FOUNDATION SCHEDULE MARK SIZE REINFORCING REMARKS F -1 24' x 12' CONTINUOUS 3 • 5 CONTINUOUS • 4 4 48' c.c. S.W. F -2 4'.0' x 4' -0' x 12' 4 • EACH WAY BOTTOM F -3 4' -6' x 4' -6' x 12' 5 ' 5 EACI -1 WAY BOTTOM I 4' -6' x 4' -6' x 11' S • 5 EACH WAY BOTTOM PARTIALLY MGR EXIST F-5 3' -6' x 3' -6' x 2' 4 • 5 EAC WAY f3OttcJ•1 NOTES: 1 ALL PIPE AND TUBE COLUMNS SHALL BE CONCRETE FILLED. 2. PROVIDE 1 /4'0 RELIEF HOLES IN ALL PIPE AND TUBE COLUMNS WITHIN 6' OF TI-E TOP AND E30TTOM AND ALSO AT MID- 1.4EIG1.4T. 3. ALL STEEL COLUMNS E.ELOU) GRADE SHALL E3E ENCA4ED IN CONCRETE, 3' MINIMUM CLEAR CONCRETE COVER. 4 0AR8 16ET a r COLUMN NO. CD2 4 OARS 1 BET OF TIES Cr:AST R4JCTIUN JOiNt TOP OF PIG.— ►2' f:126 6 E3AR5 2 aETB OF TIES STL. COLUMN AT FIRST FLOOR �- COLUMN AT 2ro. rLOOR2 STEEL (TUBE) COL wrAP W!Y/. A6f'I -1Ad-T SATURATED FELT i'sU LOING PAPER (C JNt3 SLAB ONLY) CUM61 4JCt!ON JOINT CONCRETE COVER R3ASE PLATE 16' x 16'x 3/B' / , � ' W/4- S/8 R '+ ANC:-1v BOLTS. 1�aT T - a S' MIN. NON - SHRINK GROUT 1 'J' ANCHOR BOLTS FOOtNG SEE 8G14E0ULE FOR REINFORCING COLUMN CONNECTION AT FOOTING N.T.B. SIZE ELE. MARK INCHES TOP A 2B - + 10' -f4' 2 - 6 2B • 10' -4' 2 - 1 2B - 3 2E3 - 4 2E3-5 213 -6 2B - 1 28 -8 2S -9 Tt3 8'x24' x 24' 8' x 24' 8'x24' 8' x 24' 8' x 20' 8' x 20' 8' x20' a' x 20' 8' 8'x12' + 10' -a' 2 - 1 lee.. 1 4 6 2 - I 6 • T0 • 10 ' 2 - 6 + 10' -4' I +49' -4 PRC FRG 2 - 5 2 - 3 BEAM SCHEDULE REINFORCING B U 2 -6 2 -6 2 - 1 2 -6 2 -1 2 - 5 2 -5 C 1 -5 #3 STIRRUPS E. END NO. SPACING INCH a' c.c. 8' c4. 6 • 6' C.C. 1 8' C.C. 6 e 6' G.C. 4 8' C.C. 8' c.c. 3' c.c. 12' C.C. 3' c.c. 12' c.c. a' c.c. 4 4 12' c.c. a 48' C.C. REMARKS EXTEND 'A' t '0' THRU 28 -5. EXTEND 'A' 4 'D' TNRU 2B -1. EXTEND 'A' 4 'D' - MOW 2B -9. SEE PLAN ELEVATION NOTE= TIE VIDE 6 3 STIRFeUPO 4 • 12' At LAMB AND CORNERB AND 49' C.G. FOR REMAINING LENGTH OF 11-4E TIE SEAM. VIDE 2 '3 At MDDEPTH (UNIE EACH FACE) FOR 30' TO 42' DEEP BEAMS. 4 (2 EACH FACE) At 1/3 PROM TOP AND BOTTOM FOR BEAMS BETWEEN 42' TO 84'. HOOK COL. BA1 3— W/30' HOOK 6 4 AT ROOF DO NOt E SMALLER — COLUMN ST z • \ / . </ {‘,', CONC. PPJO E,EAM CONBU 1 JOINT (2) SETS OF TIES COLUMNS BARS Aa 8C1aEOULED tIEB A8 SCI 4E0 CONBTF;JCTIGN JOINT AT TYPICAL FLOOR. LINE (2) 8ET8 OF TIES 5L SPLICE COLUMN DOWEL8 TO ESE SAME 812E A8 COLUMN REINFORCING AND EXTENDED 30' MIN, INTO COLUMN AND 30' MIN. INTO FOOTINCs&. (2) 8ET8 OE= TIES CONC - TE FLOOR SLAB �--- FOR FOOTING 81,7E AND REINFORCING 6EE PLAN AND FOOTINGS 8G1-teI ULE. 3' MIN. CLEAR CONC. COVER PIG�l, CONGRirL COLUMN J�a TAIL (1) I•4UG14E8 DTC TFZU66 ANCHOR — DRILL 6' MINIMUM INTO EXIST. 16'x12' CONC. FOUNDATION 1 EXTEND FILL CELL MBAR INTO HOLE (SPLICE LENGTH 30 4 8EEt WI/14 EPDXY (: ijr (TYP.). EXISTING 16'x12' CONC. FOOTING. 2f3 -4 S SCALE : 1/2' 2 1' -0 12 3 r ---- NEW 8'x12' CONCRETE COL. W/ 4 VERTICAL 4 '3 TIER • 12' C.C. COLUMN REINFORCING NOT SHOWN FOR CLARITY. "5 a 24' Cr. DRILLED 6' INTO EXISTING W/ EPDXY GROUT OR INTO FILLED CELL AT EXISTING MASONRY WALL. rtYP. DVA1 L NEW COLUMN 1'O EXISTING COLUMN OR WALL SCALE s 1/2' 1 - 0 ' 5/8' EX PLYWOOD 81- +EA1HING W/ Bra NAILS a Co' C.C. AT SUPPORTS AND EDGES. WOOD ROOF TTQL14.:1 8 24' Cr. 4' x 6' WOOD LEDGER W/ 3/4' ' H.S. ANCHOR BOLTS s l8' C.C. (I) HUGHE6 RT 16 (TW) NAILED TO 4'x6' LEDGER t FLOOR TRUSS. 213 -9 BEYOND NOT SHOLt4 FOR CLARITY. —COLUMN No. 1 BEYOND. FOR COLUMN TIER 8EE COLUMN SC WEUULE. 4' CONC. SLAB W/ 6x6 - 10/10 W:UJM. ON 6 MIL VAPOR BARRIER ON WELL COMPACEEt) FILL. F -3 v`' E ; 1 f:sJ6'x12' Tt k' XT, 0 t1t� ttlC ' INTO HOLES, SET W/ EPDXY GROUT (TYP.). EXISTING COLUMN \ --OR EXISTING WALL. e t +10 — 16' DEEP FLOCK WOOD _ ‘17." _ _ TO MATCE1 Exl3TNNG 12' x 10' x 1/4' WALL THICKNESS— STEEL 'U' PLATE TO CONNECT GIRDER TO STEEL BEAM. 16' DEEP FLOOR WOOD T BUSSES a 24' C.C. 4'x4'x1/4' WALL THICK STEEL COLUMN TO BE CONCRETE FILLED. 5/8' EXt. PLYWOOD SEWEATMING W/ ad NAILS a 6' C.G. AT SORTS — AND EDGES. PRECAST LINTELS AS REQUIRED. WINDOUJ OPENING •N PICAL gtEE1.. "U11 PLATES SCALE s 1' a 1' -0' 12 1 , ;. WOOD ROOF TRUSSES USSES e 24' C.C. x8' CONCRETE CAP W /23 CON' T. EXTEND DEBAR 6' MIN. INTO THE FILLED CELLS OR COLUMS AT EACH BIDE. 4' CONC. SLAB UJ/ 6x6-I0/10 W.WM. ON 6 MIL VAPOR E3AFdtIER ON WELL COMPACTED FILL. 4' x 6' WOOD LEDGER W/ 3/4' H.B. ANCHOR BOLTS a 18' C.C. (1) 1 61-4E8 RT 16 (11)) NAILED TO 4'x6' LEDGER 4 FLOOR TP15. RE1 9'4; IN OUTEti;C t / TE3 -0 , o EF -IANc i ' ' tB (1)14U61-455 OTC TRUSS ANCI4OR GIRoari MUM MEMBERS THICK OF STEEL 'U' BABE PLATE TO BE DETEF FINED E3Y NUMBER OF GIRDER TRUSS MEMBERS. 12' x 10' x 1/4' WALL T1T1CKNE STEEL 'U' PLATE W/ (4) - 1/2' • 1141 --IU BOLT$ (TYP). 4 C4 HORIZONTAL MANY t INF. • 16' C.G. (EXTEND 4' MINIMUM INTO COLUMNS). 0. +!0' 4' N � rT GRADE .�aCo - 2l►2/9 S Il� Revisions: t'Date si sued: Date plotted: FEBRUARY 12, Ma Project no.: 980103 -2 Drown by EF Checked by: A.A. Approved by: AA PHONE NO. (305) 891-5049 NORTI-I MIAMI, FLORIDA 33181 ADDITION FOR: DESIGN WIND PRESSURES ZONE h < 60 FT) oRQ88 PRESSURE (P.B.P.) NET P'RESSURB (P.S.P.) WALL PRESSURE (P.S.P.) 0 (NEGATI UPLIFT - 41.$ - 26.» ® (NEGATIVE) UPLIFT - 69.6 - 54.6 ® (NEGATIVE) UPLIFT - 12 :1 - 31.1 ® (FIELD NEGATIVE) - - - 43.3 ® (FIELD POSITIVE) - - + 43.3 ® (CORNER NEGATIVE) - - - 53 :1 ® (CORNER POSITIVE) - - + 433 WINDOW, 4 DOORS: ® (FIELD NEGATIVE) - - - 342 ® (CORNER NEGATIVE) - - - 69.6 ® 4 ® (POSITIVE) - - + 31.1 • SLAB OPENING: TESTING MATERIAL: WOOD: FOOTINGS: - S.i %3%.t .2i �'i4..:s vc y....rt .^ Y .x fsU:'. l�Y Y .•:�.:. -.. STRUCTURAL OTES GENERAL: All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and / or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 --95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural) at the time of erecting the building structure is contractor responsibility. No additional pay*Lents shall be made to the contractor, for the contractor's failure to corree conflicting field conditions after the structure has been erected. The engineer shall not be responsible for, nor have control or charge of construction mea s. Methods of sequence, or procedures, or for safety precautions and program, . All change orders must be signed and approved by the owners prior to approval by the architect and /or engineer. Structural calculations 3hall be based on wind velocity of 110 MPH plus 1.1 (importance factor) equals to 120 MPH, nd procedures in accordance with ASCE 7-95. Also needs to comply with the South Florida Building Code, stability of buildings. CONCRETE: Minirnum cpinpressive strength for all structural I concrete shall be as follows. Minimum of 5 bags of cement per cubic yard of concrete (unless otherwise specified on the plans): Beams 300 PSI 0 28 days Columns 300 PSI 0 28 days Slabs 300 PSI ® 28 days All structural concrete 300 PSI 0 28 days Cement shall be portland type 1 conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C-33 and the South Florida Building Code. Aggregate shall be clean and well graded with manufacturer's instruction. Admixture shall be free of calcium chloride. Pro ide "AQUAPEL" integral water repellent admixture in all slabs below grade. Conrete wet cure time of 7 days minimum, ACI 318, section 5.5.1. Segragation of concrete materials and retempered concrete are not allowed. REINFORCING STEEL: All reinforcing steel shall be ASTM A-615 grade 60 ASTM deformations. Detailing, fabrications, and placement of all reinforcement shall conform to the AC1 318-95 and CRSI specifications. Contractor shall provide idequate chair to ;support the reinforcing and to prevent displacement. All d scontinuous ends of all top reinforcing shall be hooked. Provide 2 #5, 3'--0" lo g (bent in the middle) corner 'oars at all corners, placed at exterior face of bea n. Column dowels and reinforcing splices shall be n t less than 30 bar diameters (for compression members and shall be in accor ance with ACI 318 --95 table 1 thru 8. Lap top reinforcing steel at the mid spai and bottom reinforcing steel over the supports. Reinforcing steel shall be f. ee of rust, Beale, and other deleterious matter. Reinforcing clear cover as fol ows: Columns. 1- Beals Slab on grade Footings 1 3,. ' „ J „9, J 1 ) J EXTRA STOCK: The contractor shall include in his base bid the cost of 500 lbs. of additional reinforcing :steel, including fabr ict tion, bending, furnishing, as directed by the architect, the architect's agent, o by the owner's construction supervisor. The price of all unused extra stock 3 all be credited to the owner's account. STRUCTURAL STEEL: Shall be ASTM A--36. Bolts ;shall be high strength ATM A- 325 ---X. All welding shall be performed by certified 'elders. All structural , teel Shall be free of rust, oil, and scale. Contractor shall Submit shop drawings f ? approval prior to fabrication. All structural steel shall be coated with one shop coat rust inhibitive paint. All members shall be weld to develop full strength w!th E -60 and E--70 electrodes. CONCRETE BLOCKS: Shall conform to the latest standards of South Florida Building Code. All load bearing walls shall be type "II" with a ininirnum average strength of 2,500 PSI. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704. of Building code. Contractor shall provide opening at the bottom of reinforced masonry units at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls ® 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at side fo openings between 3'-O" and 8' ---0 ". Extend reinforcing into concrete beam at the top and bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". Contractor shall provide openings through concrete slabs as required by blocking out prior to concrete cast. No chipping will be permitted. All openings through the concrete floor slab for plumbing, waste, electrical, mechanical, shall be coordinated with related plans. Contractor is responsible for the expenses of all ' equired testing, performed by approved testing laboratory. Contractor shall sub i it all text result to engineer. Additional requested testings indicating comoormance will be paid by the owner. Additional requested testing indicating non-conformance will be paid by the contractor. Minimum fiber stress in bending shall not be 1 • ss than 1200 PSI. Approved separating material shall be used where wood is i contact with concrete. Footings are designed based on minimum soil bears g capacity of 2,000 pounds per square foot. Contractor to follow all recommend : ,ions of geotechnical engineer for this project. 2,000 PSF soil bearing capacity s all be verified by geotechnical engineer during compaction. GROUND FLOOR: Dead Load ROOF: DESIGN LOADS Live Load: 40 P.S.F. Dead Load UPLIFT AT ROOF LEVEL: Zone 1 Zone 2 'Lone 3 Live Load: 30 P.S.F. 8" Masonry wall 60 P.S.F. 8" Reinforced Masonry wall 100 P.S.F. Uplift: Perpendicular to wall: Toward strap: Away from strap: -41.8 -69.6 -72.7 ' GROSS D.T.C. HUGHES TRUSS ANCHOR CAPACITIES: P.S.F. P.S.F. P.S.F. MAX. UPLIFT PRESSURE FOR WOOD TRUSSES: 1322 lbs. 1365 lbs. > 1322 lbs. 1310 lbs. > 634 lbs. 650 lbs. > 496 lbs. 785 lbs. > 496 lbs. MAX. UPLIFT' PRESSURE FOR GIRDER 'TRUSSES: 3333 lbs. FOR MAX. UPLIFT AT GIRDER TRUSSES, USE (1) TYP. GIRDER TR SS ANCHOR w/ (2) - 3" x 3 "x 3/16" STEEL ANGLES & (2 1/2" DIA. ANCHOR BOLTS INTO CONC. TIE BEAM. Uplift,; 4418 lbs. > 3333 lbs. 64 P.S.F. 35 P.S.F. -26.8 -54.6 -57.7 NET P.S.F. P.S.F. P.S.F. ' Y1 !CAL SEAM DETAIL. ' witscow. SCALE: 1/2 = 1 E )kOP TIE BEAM TO TOP of: WINDOW. ADD 2 • 5 • 3TIEe0 a' CC. OE'ENING FOR WINDOW OR FIXED GLASS ti NOTE: TNL FOLLOWING WINDOW 1 DOOR WIND PRESSI:;Rea U.EF OBTAINED USING THE MINIMUM TRIBUTARY AREA OP 80. FT. CONCRETE BEAM 1 4' CONCRETE PLA3tER FZoor ZONIMS 1 1!2' x 16' x 5/S' STEEL PLATE W/ (4)- 3 /$' o ANC44OR STUDS. h = 2 3.0 f t a 2 3.0 ft 4' x 4' x 1/4' WALL THICK STEEL COLUMN TO e,E CONCRETE FILLED. TYPICAL STEEL COLUMN F LAISe SCALE = 1' ■ 1' -0' • z O Z rt Z W UJ w z Z r- J I I� Q V m Z L 0 4 co U 4) \ 0 Li- 0 C] ofe omomorek Revision3: ate issued: Dote plotted: FESF JARY $2, i998 Project no 980l�3 -3 Drawn by: EP , Checked by: ' A.a. Approved by: