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399 NE 98 St (9)cti 1 - e_1 Q r 2Z _'tZ) V' r2 L. L 17t et./1 Y5er kA . G*J tJ ioN&L t c±) •••• r •• • ••• r .a G`T�t� i2 -'� - V ►21'x( -- L. L. 71 0' ..� t O *S . u K C,� 2' ► 1 @ c7 G • _`-(51 kik 64;tNi\k0 vA G 1 L 1t.,1G _ ., S'rs - dG. - iN , t,tzl (�,GTiOrJ� • NUM 0 411 =1....! 1 I =`,.■ 4 't : e;2].. CHECKEO 0 TE JOB NO. - r - T 4.r2 (4/1 01 \A/itQct 62pp_1311 ,0?K 0 • 11.117146.1a 4 e.tit. Wi ‘‘ 012. 10K I C t\ta 4 it4.J ),Joc.)\&/ 0 _ •F:.:N/Nit I L-- rr4 is r _ t..,OKA --_t ..1"/M2-- v 1 • Kr 2. 1 c,c7 ONA KJ vV/4 4 r NioNitd•- gr.1 rateJ6E., 44- t. A I " 1 a r i: : ra. (L. Tz..) V I NA E L t , tN/1/...4.)Nr WA, LL A7 IN1 _A...c.G42 0/., E Wt C.) t■.) , \A/11..) c.;‘,// A 1./ (2 I9G re. , \/C.- r2.Q(36.-1-ir t./1 1 K) i NiltikA 4 4 - L..L- , c , I - 41 1 , cric)t-J U 4 1 UL W 1Tt f I- ALL. It 1 •••••■■■••■■••■ resOnn. F IttII CY 0 c symaoi. LEGEND SECTION FLAG DETAIL FLAG INTERIOR ELEVATION FLAG NORTH ARROW WINDOW SYMBOL DOOR SYMBOL CEILING HEIGHT SYMBOL COLUMN AXELS . . ESTABLISHED LEVELCOR M.S.L) ELEVATIONS ABOVE 1 I I i v■,,/ I 1 ts r?.) at-r c717-'" 2.<242.C:2 . kitr-circ 4■3 t r t. KI`r -EiZ t c.) . rz . ( t-.J t) , -; 41 ",,; 48 HOURS BEFORE DIGGING CALL UNCLE g z - g41/ n80044324770 rou. FREE Ntat7 UNDERGROUND UTILITIES NOTIFICATION CENTER OF FLORIDA Nt •• • Ak '3c:1 C2k TTOKi - • _ L.c.. „ I.., TT I__ NA I tc2gr&;, FL ;:2Rc V I t' F v\ i/ 2 ie K r7 UiL C2C2 !Vo " • I K.1 c7 &I a kg D<AJA3L,5 t i Lc2,0>orD:r4(e, REVISIONS SHEET EIHEETS #4 trl 2 Li 17V-4 IiE EIIY . ot c79' _ GO1QG 0 /2- I LI-- (f -1N,f 2 Ix . "1 . 2 i 1011MINIMAMIMININIOSIMISMAIIMUMIL.GOVICOISAMMIaillillealICISVORIVIOXIMPRIVI F iCar=7.7,AU.4.1.774;FZ;= 6 1<;r1 u) •/,/ K1 ■,A/ - -------_ irr IN t.. tri ..- T.S...ISWWWW4=?X.11=7237.2=1:1. W't +Wag 31=X11 • 4.506,110.ArsOlk 1 (7.,<, 1 CO FU._(21 '/•/ e--011 t I■1".1 /\T4 I P T JLO rr...) 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AREA FLOOR BASS WALLS te r,, CEILING oz•r CIRCUIT I-iGT. 01,d REMARKS POLE BRKR. WIRE _ cctstz . WATTS . S- r (Jr-r t.\ - wet, if 1 - ' I - G/e 0 011 /0 11 , /tAtf i A eat.. # 13 f p`T G' L-reh 1 , 1,,a JO. 1 Z P /2.- I re a; , -`.v c . V -rO o ALL 1 Z4Co " " 24D V p 1 ).c 15-t e . a.e6�t4 . .6# • - POUND4Tf ON S MARK SCHEDULE r rQRciNG TYPE REMARKS LCT1C4L bII xe II CIRCUIT USE POLE BRKR. WIRE _ cctstz . WATTS 2 Jiii ►' 4ei -iTrr .0,1•9 E L I tour ItJA• 1 - ' I - G/e 0 011 /0 11 2 -# A' v -'r /tAtf i A eat.. # 13 f p`T G' L-reh 1 , 1,,a JO. 1 Z P /2.- I re a; , -`.v c . -rO o Z4Co " " 24D : p 1 ).c 15-t e • a.e6�t4 . .6# • - i - l POUND4Tf ON S MARK 812E r rQRciNG TYPE REMARKS i_ d' bII xe II 14 ' 4 'G- - r . woo w ICI+ xlv 2 Jiii ►' 4ei -iTrr .0,1•9 G/e 0 011 /0 11 2 -# A' v -'r /tAtf i A eat.. e... II" 12 X I II 4 v-fl 0 Got.. - , -`.v c . SOIL STATEMENT . . . Upon visual' Inspection soil is sand 8 rock with a bearinq copaally of 2000 pil notify et\iikieer If any other condition exit .prior to contlnulnt . • GENERAL NOTES: 1. THE ARCHITECT /ENGINEER SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF THE CONSTRUC110N MEANS, METHODS, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. 2. CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR SAME. 3. ALL WORK MATERIAL SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF THE APPLICABLE CODES AND ORDINANCES. 4. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE - TREATED. WOOD CASING, JAMBS AND TRIM SHALL BE STAIN GRADE OR CLEAR UNLESS SPECIFIED OTHERWISE. 5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL CUSTOM FABRICATED WORK. CONTRACTOR SHALL REVIEW /APPROVE ALL SUB/UTTALS /SHOP DRAWING PRIOR TO SUBMITTING FOR ARCHITECTS REVIEW. 8. DO NOT SCALE DRAWING: USE DIMENSION INDICATED ON DRAWINGS. DIMENSIONS OF LARGER SCALE DRAWING AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. CONTRACTOR SHALL. BE RESPONSIBLE FOR ALL DMENSIONS AND VERIFY SAME IN FEND. 7. IN THE EVENT THERE ARE FOUND DISCREPANCIES OR AMBIGUITIES IN OR OMISSION FROM THE SPECIFICATIONS OR DRAWINGS, OR SHOULD THER BE DOUBT AS TO THEIR MEANING AND INTENT, THE ARCHITECT SHALL BE NOTIFIED IN ORDER TO PROYIED CLARIFICATION. 8. INSULATE MASONRY WALLS, EXTERIOR STUDS WAILS, AND ATIC SPACE IN ACCORDANCE WITH THE ENERGY CODE CALCULATIONS. 9. ALL WINDOW AND DOOR SIZES ARE NORMAL, VERIFY MANUFACTURER'S ACTUAL AND ROUGH OPENING DMENSIONS, • 10. ALL REQUIRED TESTS SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACTOR AND BY AND APPROVED TESTING LABORATORY. TEST RESULT SHALL BE SUBMITTED TO THE ARCHITECT. 11. ALL DRYWALL. PLASTER AND STUCCO SHALL RECEIVE TWO COATS OF PREM1lJ4 QUALITY PAINT. WOOD SHALL BE PAINTED OR STAINED. COLOR TO BE SELECTED BY OWNER. 12. ALL NEW DRYWALL IN POTENTIALLY WET AREAS SUCH AS THE KITCHEN,BATHROOM.AND LAUNDRY ROOM SHALL BE MOISTURE RESISTANT TYPE. USE CEMENT TAE BACKER BOARD IN ALL SHOWERS AND TUB AREAS. 13. THE CONTRACTOR SHALL OBTAIN FROM ALL SUB CONTRACTORS THE SIZE AND LOCATION OFALL OPENING TO BE PROVIDED BY Th'E1R RESPECTIVE • TRADE. THE CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINAT LOCATION, SLZE AND DETAIL. 14. THE CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTAL MATERIAL REQUIRED TO PROPERLY INSTAL.I.,SUPPORT AND BRACE ALL ITEM: AND COMPONENTS WITHIN THE WORK. 15. THE GENERAL CONTRACTOR GUARANTEES AND WARRANTS THAT ALL WORX PERFORMED SHALL BE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER THE LSSU! CE OF THE CERTIFICATE OF FINAL COMPLENTION. ANY DEFECTS OR DAL' E DISCOVERED DURING SAID PERIOD SHAH, BE REPAIRED OR F LACED. AS DIRECTED IN WRITING BY THE ARCHITECT, AT NO ADD NAL COSTS. 18. ALL INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH OF THE STANDARD BUILDING CODE. 17. FDCED GLASS AND /OR OPERABLE WINDOW WITHIN 24' 01 THE FINISH FLOOR SHALL BE SAFETY GLASS. 18. COMPIETION:CONTRACTOR TO NOTIFY OWNER AND /OR ARCHITECT IN WRITING AT LEAST ONE WEEK PRIOR TO FINAL INSPECTION. FINAL DISBURSEMENT TO CONTRACTOR SHALL. NOT BE MADE UNTIL OWNERS PUNCH UST HAS BEEN SATISFIED.CONTRACTOR TO PROVIDE OWNER WITH WRITTEN GUARANTEE ON ALL EQUIPMENT. CONTRACTOR AT CO1pPLET1ON OF WORX SHALL REMOVE FROM THE PREMISES AIL RUBBISH ,D(PLEMEN7S.EQUIPMENT,AND SURPLUS MATERIALS,LEAVE LEAVE THE PROJECT 'BROOM CLEAN'. 1 SEc AND FORCED ENTRY PREVENTION • 1. PROVIDE INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH IN CHAPTER 38 OF THE SOUTH FLORIDA BUILDING CODE. 2. ALL LOCKS ON EXTERIOR DOORS SHALL BE CAPABLE OF RESISTING A FORCE OF 300 LB. APPLIED M ANY MOVEABLE DIRECTION AND IN ACCORDANCE AT H RESISTANCE STANDARDS SET FORTH M THE SOUTH FLORIDA BUILDING CODE. • 3. ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED FROM THE EXTERIOR WiTH A MINDefli OF 8000 POSSIBLE KEY CHANGES OR LOCKING AUXIILARY SINGLE DEAD BOLT WITH H RDF."i8'D BOLT INSERTS. 4. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SUING DOORS SHALL HAVE SAME LOCKS AS REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACT:YE LEAF SHALL HAVE MULTIPLED POINTS OF LACKS WITH 5/9" MIN.THROW BOLTS WITH INSERTS. 5. JAMBS OF ALL EXTERIOR OFFSET TYPE EN SWING DOORS SHALL BE RABBETED, OR OF SIMILAR FABRICATION, TO PERVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCKS AND LATCHES. 8. HINGES ON EXTERIOR OUT SWINGING DOORS SHALLHAVE NONREMOVABLE PINS AND NON - EXPOSED SCREWS. 7. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE'S STANDARD 297.1. 8. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40 OF THE INSIDE LOCKING ACTIVATING DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WiTH THE AMERICAN NATIONAL STANDARD INSTITUE'3 - STANDARD 297.1 9. WINDOWS SHALL BE INSTALLED AND CONSTRUCTED S0 THAT NO PANEL CAN BE LIFTED FROM THE TRACKS WHEN IN THE LOCKED POSITION AND SO AS TO COMPLY WITH THE /ARCHITECTURAL ALUMINUM MACS ASSOCIATION STANDARDS FOR 'FORCE ENTRY RESISTANCE,AAMA 1303.3 PROVIDE LOCKS AS PER SFBC 3803.2(A),(13)2(AA) AND (C) EXTERIOR WINDOW SHALL BE LOCKED WITH DEVICE CAPABLE OF WITHSTANDING A ' FORCE OF 150 LB. APPLIED IN AN OPERABLE DIRECTION. 10. EXTERIOR WINDOW USED AS A MEANS OF ESCAPE SHALL ALSO COMPLY WITH A DOOR SCOPE OR VISION PANELS. 11. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION PANELS. SHOP DRAWINGS: All Shop Drawings to be thoroughly checked by the Contractor and Sub - contractor and bear checker's initials before being submitted to the Architect /Engineer. Submit 3 prints of all Shop Drawings to Architect and Engineer before commencing work. Owner and /or contractor is required to submit to Architect and Engineer all detailed Shop Drawings in order that they may review said Shop Drawings for compliance. All Snob Drawings, when reviewed by Architect /Engineer, whichever the case may be, shall bear the signature of the Architect /Engineer when the above has been reviewed. 1 Shop Drawings and Notes to be thoroughly checked by Contractor prior to proceeding with work. No changes or deviations to be made under any circumstances without the written permission from the Architect and Engineer, relative to these Plans, Details and Shop Drawings. STRUCTURAL NOTES 1. OIL STATEMENT' 2. CONCRETE: A. COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS: NON- STRUCTURAL SLABS ON FILL 2500 P.S.I. ALL OTHER CONCRETE 3000 P.6.I. B. TESTS: A MINIMUM OF 6 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YDB. PORTION THEREOF. SPECIMENS SHALL BE TESTED ' ACCORDING TO ASTM C -39, ONE AT 3 DAYS, ONE AT 7 DAYS AND THREE AT 29 DAYS. c 3. REINFORCING STEEL: A SOIL STATEMENT ' Upon rived' inspection :n11 la :and a rock w1111 •' bearing copoclly of 2300 psi nob:. erchllact N any olhar eondllion •al:l ,pilot to to..'Inuing. 1 COVER: CONCRETE DEPOSITED AGAINST.THE GROUND 3" FORMED CONCRETE IN CONTACT WITH THE GROUND 2" BEAMS AND COLUMNS 1 1/2" SLABS AND . ILLS 3/4" REINFORCING BARS 1UST CONFORM WITH ASTM A -615, GRADE 60. B. WELDED WIRE FABRI: MUST CONFORM WITH ASTM A - 185 AND MUST BE SUPPORTED ON SLAB BOLSTERS SPACED AT 3 MAXIMUM ON ':ENTER.. . r C. FABRICATION AND,DiTAIL1NG ACCORDING TO ACI 315. • D. ALL ACCESSORIES M1ST HAVE UPTURNED LEGS AND BE PLASTIC- DIPPED AFTER FABRICATION. 4. MASONRY WALLS' ALL MASONRY SHOWN TO BE BEARING ON PLANS MUST BE ERECTED PRIOR TO aid. STRUCTURE ABOVE BEING ERECJED. B. MORTAR: MUST COi•MNORM WITH ASTM C -270, TYPE M(2500 P.S.I.). r . A. B. 2. CONTRACTOR TO VERIFY AT SITE THE LOCATION. ELEVATION AND SiZE OF ALL EXISTING LINES FOR CONNECTION BEFORE INSTALLATION OF ANY PIPING. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS COMPOUND BEFOFE COVERING. 'BITUMASTIC' OR EQUAL. 4. ALL FIXTURES SHAI.L BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS OR SI:OCK A$SORt ERS AS INDICATED ON PLANS. 5. , ALL FLOOR DRAIN`. TO HAVE TRAP PRIMERS 1/2' LINE FROM THE NEAREST PLUMBING FIXTURE. ` 6. ' P•UMBING FIXTURES SHALL BE CONSTRUCTED WITH APPROVED MATERIALS, SHALL HAVE SMOOTH IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS AND CONCEALED FOULING SURFACES. ALL FIXTURE TRIM TO BE CHROME PLATED. i FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. 7. WASTE LINES TO SLOPE 118' FT. UNLESS OTHERWISE NOTED. 8. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND, ANY WASTE PIPING, AT EVERY CHANGE OF DIRECTION, ANO AT BOTTOM OF STACKS. CLEAN OUT LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. 9. VENT LINES TO EXTEND 6" ABOVE ROOF AND FLASH WITH LEAD. 10. WATER PIPE BELOW GROUND SHALL BE COPPER TYPE "K A1OVE GROUND TO BE COPPER TYPE 0 L'. 11. PIPING INSULATION A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF STRUCTURE AND AT PROPER INTERVALS ACCORDING WITH CODE. . ,- B. PROVIDE SLEEVES FOR ALL PIPING PASSING TROUGH FOUNDATION, SLABS, OR MASONRY WALLS. CAULK OPENINGS BETWEEN PIPE AND SLEEVES: I C. WHERE EXPOSED PIPES PASS THROUGH FLOORS, WALLS, OR CEILINGS, PROVIDE ESCUTCHEONS. FIRMLY SECURED TO THE PIPES AND OF SUFFICIENT OUTSIDE DIAMETER TC. COVER THE SLEEVED OPENINGS FOR THE PIPES. PROVIDE CHROMIUM PLATED ESCUTCHEONS IN BATHROOMS. COPE OF WORK 5. W000: 12L.1.1MLIN.C:.7GEN FSAL'111 Si .'1:C1rl :AT ;CANS 711E WORK SF'ALL INCLUDE ALL PLUMBING NECESSARY SHOWN ON THE DRAWINGS, SPECIFIED HEREIN AND /OR AS NEEDED FOR A COMPLETE SYSTEM, INCLUDING BUT NOT NECESSARILY LIMITED TO: 1. DOtAESTIC COLD AND I10T WATER PIPING SYSTEMS 2. SANITARY DRAIN AND VENT SYSTEMS 3. PLUMBINC FIXTURES AND TRIM 4, AIR CONDITIONING CONDENSATE DRAINS 5. PRESSURIS AND TEMPERATURE RELIEF FROM WAFER HEATER 6. PIPING INSULATION 7. SUPPORTS AND HANGERS ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE "SOUTH FLORIDA BUILDING CODE' CH. 46. LOCAL ORDINANCES AND IN COMPLIANCE WITH THE 'FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION', AND "MRS" REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY CODE OR REGULATIONS, THE MORE STRINGENT REQUIREMENTS WILL GOVERN. 12. INSPECTIONS AND TESTS A. WOOD TRUSSES MUST BE DESIGNED IN ACCORDANCE WITH SOUTH FLORIDA BUILDING CODE REQUIREMENTS. SUBM11 SHOP DRAWINGS BEARING THE SEAL OF A PROFESSIONAL ENGINEER WITH FLORIDA REGISTRATION. SPECIFY DOTI. PERMANENT BRACING AND THAT REQUIRED DURING CONS- TRUCTION. 5 B. OPTIONAL: ALL WOOD MEMBERS MUST HAVE A MINIMUM OF 1200 F(B) P.B.I. EXCEPT FOR 4 X 12 HEADER BEAMS WHICH MUST HAVE A MINIMUM OF 1550 P.B.I. FIB> E FOR ALL'TO BE- 1,700,000 P.B.I. b. STRUCTURAL STEEL: A. PIPE COLUMNS MUST CONFORM WITH ASTM A -33, GRADE B. PLATES AND ROLLED SECTIION TO BE ASTM A -36 TUBE 6ECTIION COLUMN TO CONFORM TO ASTM A -500 . GRADE B. B. BOLTS MUST CONFORM WITH ASTM A -325. C. PROVIDE TWO SHOP- COATS'OF RUST- INHIBITING PAINT. FABRICATION ANO ERECTION. IN ACCORDANCE WITH A!SC SPECIFICATIONS.' 7. SLABS ON FILL: • , A. TO BE PLACED ON CLEAN, NON- ORGANIC SOIL THO- ROUGHLY MOISTENED IMMEDIATELY BEFORE CONCRETE I8 POURED. CONCRETE' I8 TO BE PLACED ON 0.006 IN. VISQUEEN VAPOR BARRIER. SLABS ARE TO BE PLACED IN A "CHECKERBOARD' SEQUENCE, EACH SEGMENT OF WHICH I8 NOT TO EXCEED A MAXIMUM AREA OF 625 SQ. FT. OR 30 LINEAR FEET IN ANY ONE DIRECTION. 0. APPROVALS: , • A. SUBMIT SHOP DRAWINGS FOR ITEMS 3. AND 6 ABOVE. B. SUBMIT LABORATORY REPORTS FOR ITEM 2 ABOVE. C. A/C CONTRACTOR SHALL SUBMIT, FOW ARC1i1TECT8 APPROVAL, SHOP DRAWINGS WHICH SHOW DUCT BILE LAYOUT. EQUIPMENT 6IZE, MANUF.,MODEL A, AND.COMPLIANCE WITH ENERGY CODE REQUIREMENTS SHOWN ON THE DRAWINGS. A/C CONTRACTOR SHALL BE FULLY RESPONSIBLE TO PROVIDE A 8Y81E1 WHICH ADEQUATELY ANO ECONOMICALLY ACHIEVES COMFORT LEVELS OF HEATING, COOLING, AND DE - HUmIDIFI- CATiON IN ACCORDANCE WITH ASHRAE STANDARDS. A. CONTRACT(R SHALL BE RESPONSIBLE' TO ASK FOR INSPECTIONS TO THE AUTHORITIES HAVING JURISDICTION, AS THE WORK PROGRESS. ALL SYSTEMS SHALL BE TENTED BY CODE AND /OR LOCAL REGULATIONS. B. DRAINAGE PIING: BEFORE INSTALLATION OF ANY DRAINS, THE ENDS OF SYSTEMS SHALL BE CAPPED AND ALL LINES FILLED WITH WATER TO HIGHEST POINT AND A'.LOWED TO STAND UNTIL INSPECTION IS MADE BY AN OWNER REPRESENT#TiVE. 16. STERILIZE ALL WA'i ER LINES WiTH A MIXTURE OF 1WO (2) POUNDS OF CHLORINATED LIME TO EACH 1,0 GALLONS OFWATER (50 PPM OF AVAILABLE CHORINE). RETAIN MIXTURE IN PIPES 24 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN 3ERVIC ;E. 17. COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN- SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. e,ot4A *M.<t4r T *r./6 fA L J� io e nI'i FrrtiftltrW- ipoesot.tei, Pte, W ALL LEGEN FA'f WA F • ri b 4 r 1'1-4 -'o I!t 141f • . it S`1"t,fA2 G g 4 0 a ' \g/ "jl1c �N W WINDOW 11111111 • , v42. i\ie CI4 �4F.t . *dvt-iii Ha-r L CAJQI:14.lL1.Y SAUI CUT NEW OPt?NCJCsB 3 EXISTING MASONRY BLOCK WALLS l7' TO• 1.2CEJ2SIDE CP EXISTING CGNCRET! E5eAtI AND RE3'10V2 LEVEL WITH EXISTING FLOC It bl AA PATCH UP A.U. AFFECTED ARE'A6 A6 SECURED TO FWI1DE A SMOOTH CGNT14.10U6 NIP:PACE THAT MAT431 -.S EXIBTNG FTil51 Ea. L CARIYULLY REMOVE' E (I6TM6 4' 511.1D PARTITIONS UP TO 1ANDER°SIDE GI' EXlS(PNG STTdJGTL ,,ATC14 UP ALL AFFECTRED AREAS AS REQUIRED TO PROVIIDE A SMOOTH CGNTR4JOl16 SUR- FAC1F THAT MATC1-E6 EXISTING FiN131 -TES. 3. ALL. Ii ENSIGNS SEIOILN ARE BASED Gil Di TENSIONS l✓TO CONDITGNS TAKEi1 FRGti EXISTING 'A6 DUILT' DRAWINGS. IT 16 1'-' CGMT`'ACTGRS RESPGN8ISILITY TO FIELD VES1'Y ALL EXISTiNf3 DIMENSIONS AND CCN41)IT1GP4 A1 111-EDIATELY NOTFY T14lel CfPICE Gf ANY DISCREPANCIES FRi4R TO CGr -ETJc WGR)C (TYPICAL) 4 REFER TO MECHANICAL AIvD ELECTRICAL DRALINGS FGR APPROXIMATE LOCATION AND GENERA'. DIBCRJPTIGN CP EXISTING S_IC1GES TO 3E RELOCATED, REMOVED GR 17 RETAN. FIELD VERF'1' ALL TRADES MGR TO C * t WORK. (TYPICAL) .t N 4- \! L. -a \,/, J :i' ,�..i. _y� i Ot DETAIL HEAD -x i 2- 1st w puts rr7'• wd *MI kM JAM c3 4 Loci _ - L,L C:opoG .t L4lre 0 l 5 `Qel+ q'r': w 11' Y ��C vv / % 'k - %1 r/W&D S s 1t U,G 12- 3 11 II ah,tas......;CI: _.. _.... _ ..,�_ .... _ _ - ATI REVISIONS "?' ;tit 3 /8 i.IgU / 0 R ig f;; Qc ' 77, \\ \� 1 /6-■_. GAP. AGE (u) o q <— ' S Ho K I TC Ir1 E N' jy x�� HM(_ 185cfM 1 (30( {_ � I NI R O o E -\ 11 GRAIN '1 37'/ ` ,E `? a �lAM1 f/U 4 I6x 6VMr � 5 C:_FM ,_ 65 ( F N 3ox3o RA p. - 1-oRkt)A R oo("t ■6x6VML A l Fs? c ONO 1 /ON / „iv EQR G- AB R /2,E/s �C. / v /A/G /0 0 o 3Art r:-3 ED R o <) 15 I 6 , cg'- (3 - 1 . 3 1 c ) . Be) R (-L.) 1 t-- r Ay ___ ` ?` / A i00 f a • (- 0A) ( Ji& fJ_ A 9 A ' ::- 7 y 17 E_ A 77 = ( / k 1 } ) f ,'. 4: .14,4- C NS 0 9 i\tri 'h r. _ MIAMI s 1-10 F Pal (-1 A g UFA 4 W.�. Y +; 0 .4 . gin • .1.4.0 i.. e% : • 4. . .� • J 77 j a L i • • - -"" 7 - 7 -•••=•- -2.- • • "•,.. ' ' ', • '• , - • """.. • - • • • • • New Building MIAMI SN J1ES VILLAGE APPLICATION FOR BUILDING PERMIT BUILDING INSPECTION DEPAf3YMENT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miam Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein spe'fied or not. A copy of appto∎ed plans anti specifications must be kept at building during progress of t e work, C � r Date � /i�ll/.,�.. - '�.� -� _ CS eta;!)` 1• °! t "` Owner's Name and Address _ WO 0' t_____________� _______ ISo. Street Registered Architect and /or Engineer _ T Name and address of licensed contractor -li1 _S_S J ___________________ Location and le s. de c iption of lot to be built on: `„ ms / Lot (---111 L ` . r Block /14 Subdivision 0 Street and Number where work is to be done ,an - < <� - /T State work to be don Id purpose of building (by floors) �� r , rNtn t ..� f- et • ∎f t} • C k )_ ....-- (t l y r ` � __ and for no other purpose. No. of Stories .......... Remodeling To be constructed of _ Kind of foundation Roof Covering Amount of Permit $ Estimated Total cost of improvements $ ' �e-- geared Addition Chairman Member Member Repairs Zone cubage required Tian Cubage Distance to next nearest building Size of Building Lot Maximum live Load to be borne by each floor Member Member Member PLANN1N/OARD DATE ,19 <-) I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Worluneri s Compensation Act,' being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by hirn in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) STATE OF FLORIDA, COUNTY OF DADE. I. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.__ 0 r 7 Date /,...1 a d Read, Sworn to and Subscribed before me. Disapprov Date R � 2 Aysss...- — . ft (Signed) Burl g Inspector j Notary Public, State of Florida My Commission Expires Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. 1 . 4004 . ..•••• .4-UC4 ■.#0 A / AA- ( ..-0C.te... I P.)(3 POO) 1 75/1.? i..S 1,44 C. ().., e MA.* AI 1• ••■• :1 .41 14•44.4. sort. • Ar.s...". E S F Lo 3.Av.)0 I r 2L 'Age .et 7 , q He (“3 A (3 0 t) • ... .■-• a." a t' /J.... I a et- r A kJ Petn? A11-0 9 TRU . • — 'vt 4 k • "Tielf.A1 It/M. At eeP . 4..Tr t .4* . aTitxt . . • r • • 0 „ . 4.44 " :74- <CJ 44 . 44 4, I.. .4441,.....444 044. 4,AG 444,4 34 ir VAr.1.1410 0.441. 444. , r 114 I-1 ‘c; L R t alkyl co - _ • k W , - :V1110 • ' Ll:A004 0' - • • ,DVAtt„S - , • 4 ' ': , . , • .., • • . 4" . ■ ■ s k i 1 4 • . (.00(.14, ,- t• tet ktor 4 ■- e ••• ■• • , 0 *R. A.01) (y* t3'AZ 'S saitti A'..)"(E.1 c.. Coy t 3•. t.ou4. -,4•4:-&;:.• A ( ' AT" Pool. 51AILLI „ DUAL) fro,,ct r ?iva. eb_vx, 1■.) appito_kiqct,_44 rtay: ;(t. I.) e0o „Olio ( Au, catut-i floac.., i A ,} 1Di PO r.AL. 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SET BACK AND ZONING INFCRMATIGN MUST BE CONFIRME D BY ARCH1TECr AND /OR OWNER BASED UPON DESIGN USAGE CERTIFICATION WE HEREBY CERTIFY THAT THE ATTACHED SKE rCH OF SURVEY OF THE ABOVE DESCRIBED PRO PERTr IS r RUE AND CORRECT TO NE BEST OF OUR KNOWLEDGE AND BELIEF AS REcENrL_'r SUIIVEYED UNDER OUR DIRECTION O;iNAl_t'y_;y '.tC 'JCVSsi ASSOC :,;i14 t "'.,), I4tIS 1(901. t.1 / ; 1 1 ' r i r4 (' i L ` 2 #••:4 i : ' I t 0 . ■ . _ f.1.. _ tt a 'So int;;ItAi l' 4(3Yt ?irj 1~; tCfttir;AL i 11'ltr: 1 ttt':(tjt1.1 D T CAttit'r A(3Ut,'Ico: . lfttftll�.•� t) LO A( ` ... ;0'4; ; ) M • J. i f `; t 4 3 4; : i '♦ O U L t 5PAC: f14'0 i1 JA1E [ �Y,11.LI Cr:ti..1111 3r• �, .. 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