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90 NE 96 St (8)I 4- 5PAI4 / I • 0' 1 5e 0 c! "I HAVE EXAMINED THIS FRAMING RAN AUO mc WAY THE ATTACHED TRUSS CMOS 9•0 CONNECTIONS ARE BEING USER AND FIND THAT THEY mar THE RCUIREMENIS 0f THE BUILDINT's FOLLOWING DELIVERY. N 0 T E : DIMENSIONS AND LAYOUT MUST BE CHECKED BY BUILDER BEFORE FABRICATION OF TRUSSES. Au-(;f iti OVER fie cHottob N 0 T E : ALL "T" BRACING AND INTERTRU BRACING BY BUILDER. N 0 T E : NO CLAIMS OR BACKCHARGES WI(1. BE HONORED IF NOT MADE WITHIN 10 DAYS I t i`fL) ANC (y CH OR L) 5 NOTE: TRUSSES MOT NOT BEAR ON ANY INTERIOR WALL OR PARTITION UNLESS DESIGNED FOR SAME. SCALE: '- 0' CAAtr. ec, -3/4 Scale: 1%0" Date: FIELD BRACM is not the responsibility of the truss falricator, thse dosignor, not plate ipa,rurfectlot, ftersOno erecting trusses are cautioned to seek professional advice regerdint erection bracing Mitch I eiwoye, requirti to prevent top Ting and domincing during erection. and 001144 biasing which, may bi required id seetirni appikations. rruns stag be erected and (intend ill a trfgh and Ant) I>oppvt. tr0 09 applied (greet,/ to top chords. they shall be braced at 30" 0, may Otris no rivd, ta,4n$ to bottom chords, they shell to braced at 1O4" oe. mu. Trusses shall be hOM with fee ing erection to prevent excessive damage. QUALITY ROOF. iltiof$4 COMPAPti 3300 N.W. SECOND AVE. • adeA'rtAtor FLA. * PHEitik 305364: FRA4k/A 9 OM' ge)- Res: £ 5 1. 1 .4 0 4 11 15 - ;Pi: gv� • $ Model: M,4/L 01 C1441„) ?/4(L " 0' T 4 26' /0.9' 4■16 ,' -: (I) Cli 300-15 — 220' 4gAV'T`, V4 CA AI 7 >, °' 30 eiea aY- 1"04E p4 , - 1 1 • kr) c‘i 1 30' 0 DETA1 SCALE, 1". 20' J 77/ o,,V,2,9?7,9 NOV, S /0 /1 /3 /4 /5 k NE 8 7 C /3 1, 5 20 Z/ 25 Pn 4 PORT/ON OF ocer/cm/ 53 OCA TY 0 Al 5ff 6 rcji 5 K ETC or 5 (IR Y . OF" — LOr5 elOCK. 5 .111 /4 M1 5I/ORE3 -5ECT/OM OIV AMEWOED PLAT MI AM I SHORE'S , OADE COUNTY±ZOR/DA According to Pat Sock....n— Page.._1 of the Public Records of Dade County, Fla. SURVEYOR'S CERTIFICATION: We hereby certify that the attached "Sketch of Sur vey" of the above described pro-perty is true and correct to the best of our knowl- edge and belief s recently surveyed i d.er',. our direction: am.e "et) DONALD 470S14 & ASSOCIATE% ,.44'. Reg. Survey' State ofp NOT VI I0 UNLEr30 CC.A14 LLEVAIIONS SHOWN THUSLY 0 ' 6 g ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 DOWD W. NciriTOSII ASSOCATES, INC, 581 N. E. 91ST ST. !MI SHORES, RA. 331M to L N r C5 78- 52/ LIEN • MN 1 1 NO 186A•24X36 ab Cir • trr " Co ` e 0 TUX =at t tiny !X/ 5 L. ?E AMEp..tc.NN - 4tr W S.cL ✓ ttA!.t , 9; 4-01/0Ert. Jtk.• , tty. l*IE� 4unt.R- to eNS Mao f9P0. '•P.0 4 =: 44146'D ,1 Nc o t.e, N V.. P e y. -t u ea: 1104!) A G11 {..- ru ?.6 - Cfbt. Diz . a t.e 1 kS : SC 1_6 esi 6 u ;I#tE oVJN6 • I I 4ulvNG.C2.e -re St.,e�_ W //once; :. .N�t't4 R61t4 (?4 4U44 ON vVE GONrvPPG'16D $AtiQ._.ANO A,oc.k. .tt.e. } A't EV's. - FtLOvtoe aq. Witte?. P I W O. N 14% A PP0-p ■. - P - tfkavr, • 4a Et %le 104rC f4, _ Nt. .. 6 t! PC / ;S kt At.l.. Lt,ttcv G . Pt S M 4 e Y M t. Gfst4c,R+` 'Ctr. µa.ti. M � A- pLat4 l -Ave it '26 O ' I' caMpRC t t v fir Sots_ 'CO A $PcND Tb •t 52-St OF VEG EI l *` aN .A -Top 6,f)u. s ' as & N ` ' 'A6M vcst7 t\ M-u4( GA�P�+�t� Op -1.410 , �-* _ ��T!_ IeSiu �Q�- - �klaUt,,Q � �4?[2,e .: ' 3 .K a'l a -t t : ;OA V-v w G A ; Q�.l�ND 4l- A..r Et 4N- S G l� sfij f �s t lI ce:P G t t�t C n t 4 i' } e e- 1. -_:P !t 116.0_:1x • r`' • 4" Gah(G 6t.a-6_•t4G`1A.l: 1710 Itr , t v. r- 6. o 0 T t4 F- t e`t t10-re' Q IZ.D'$ 4) 4 _ g' n l( ` e r. t t I. • tso 1 {,tit 4t rte' trkbf.Y -ES vaor 1a.: QC4o9.0 S DEPT. OF ENVIRONMENTAL RESOURCES MANAGEMENT METROPO' !TAN DADE COUNTY ENVIRONMENTAL FACILITIES ONLY APPROVED BY C 46 - * DATE l - er 7, LOWEST FINISHED FLOOR ELEVATION (including basement) DISTRICTS H. F. H. G. F. 1. I 0 rr{ 10' Proposed 114 b x -cut inappropriate districts _�...__........�........ to . s4Aptrio. R " r ..'; 4, ry '4 r'ps.� .. • > r err t' . { y C : '� f� `. +4rt t- ; R .a t � t (M • CE2eRA• - i'V,Ms • ` i V' Y `�j . ALL CONDITIONS AND JOB SITE SHALL BE-VERIFIED ON TH8 JOB. ALL DIMENSIONS SHALL BE VERIFIED ON THE JOB AND GENERAL CONTRACTORS SHALL BE RESPONSIBLE FOR SANE, ALL WORK SHALL BE IN KEEPING WITH BEST GENERAL PRACTICE. ALL. }iATE L b WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR AFTER COMPLETION & FINAL CERTIFICATE OF OCCUPANCY. , ALL WORK SHALL BE IN KEEPING WITH THE SOUTH FLORIDA BUILDING CODS QED BY DADS COUNTY. . PERMITSs CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, TEMP. LIGHTS, POWER, TEMP. TOILETS, LIABILITY INSURANCE AND PAY FOR ALL DEPOSITS REQUIREDt DEPOSITS TO BE CHANGED TO OWNER'S NAME AT COW. PLE'rION OF JOB;' CONTRACTOR SHALL PROTECT HIMSELF AND OWNER FRCei • ANY ARID ALL CLAIMS UNDER WORKMAN'S COMPENSATION ACTS OR PERSONAL INJURY OR DEATH, ETC. . � CHANGES s ANY CHANGES MADE BY THE OWNER CAUSING AN EXTRA TO ORIGINAL CONTRACT, MUST BE AGREED ON AS TO PRICE AND SIGNED BY OWNER BEFORE WORK IS DONE. ADWIsTR TO PAY DIFFERENCE IF ITEMS COST MORE THAN ALLOW. . ANCE AND RECEIVE CREDIT IF COST IS LESS. • ALL CONTRACTORS SHALL FURNISH OMR WITH PROOF OF INSURANCE- ..NORMAN'S COMP, PUBLIC LIABILITY & THEFT, F IRE & COMPREHENSIVE --AND A COMPLETE RELEASE OF LIEU. EACH CONTRACTOR S LEAVE JOB SITE BROOM CLEAN -- ALL BOXES, CARTONS, ETC. WALL BE REMOVED BY THE CONTRACTOR USING SAME. ALL VEGETATION SHALL BE REMOVED AT BUILDING LIMITS. 4. MASONRY! ALL CONCRETE SHALL BE 2500 P.S,I. CONCRETE AT 28 DAYS. INFORCI:IC SHALL BE AS SHOWN. CONCRETE BLOCK SHALL BE 8" x 8" x 16" SFT TRUE AND PLUMB IN FULL BED OF MORTAR. MORTAR SHALL BE 1 PART CEMENT, - 3 PARTS SAND,'.2 PARTS MORTAR MIT- -THOROUGHLY MIXED WITH SEC WATERPROOFING Oft EQUAL CARPI NTRYs ALL STUDS C. SHALL BE F2 COM. L.L.Y.P. NO WARPED OR CHECKED WM BEat SHALL BE USED. ALL LUMBER AGAINST MASONRY SHALL BE PRESSURE TREATED. ALL WIDOWS SHALL BE ALUMINUM AWNING TYPE. IN. TERIOK:I DOORS SHALL BE FLUSH HOLLOW CORE PANELED DOOR OF BIRCH WOOD I UNlESS OTHE WISE SPECIFIED. , TILE NcR.IC & ACCESSORIESt BATH ROOM FLOOR SHALL HAVE CERAHIC 1I18 AND THE WALLS WALL HAVE GLAZED WHITE MARBLE SILLS. PROVIDE ANTI IN- STALL A CONTLETB SET OF CHROI`T PLATED ACCESSORIES OR AS SELECTED DY TICE OWNE+t• SES L INISH SCHEDULE STUCCO & PLASTERS STUCCO SHALL BE TWO COATS AND 5 /8" THICK AND THE FIRST COAT SP4.t; BE WATERPROOFED. THE BATH ROOM WALLS SHALL BE ?ROWEL;` ED TO A SMOOTH HARD FINISH WITH KEEN'S OR EQUAL. ALL LATH SHALL BE GYPSUIf. ALL SLnt ?ACZS SR A BE PAINTED. OUTSIDE STUCCO •. I. COAT SEALER, '2 COATS P•V.A OUTSIDE HCOp 2 COATS OIL BASE ENAMEL OUTT'SIDE MAL 1 COAT LEAD PRIMER, 2 COATS OIL BNA) EL INSIDE PLASTER <- 2 COATS ACRILIC ID'$IDE WA,D -- 2 COATS OIL BASE ENAMEL a`ALL W AL NI rrS, ALL CRACKS SHALL BE CAULKED WITH A PLASTIC CAUZKING DAP OR EQUL. DOORS s ALL EXTERIOR.DCORS SHALL BE 1 3/4" SOLID CORE. ALL INTERIOR DOORS SHALL BE 11 SOLID CORE. DOORS SHALL BE OPERABLE FROH INSIDE ;- WITH= 1 Y - -FiWM OUTSIDE WITH KEY ONLY. KEYED TO OWNERS• SPECIFICATIONS LOC SHALL RS IST 300 LBS. APPLIED IN ANY DIRECTION. PROVWS' PAD BOL? AT ALL FXTERIQR DOORS: WITH 1!' . THROW".'_' DEAD BOLT . TO . Pt, HARDENED OR CONTAIN two INSERf'• LOCKS- or; silo BQQ ;r NHERB' REQUIRED, t0 Be I;12RUSION & BURGLAR RES.ISTANt r. $HALL NITNSTAN'i - A 1>INI11.14 FORCE OF 300 LBW • IN ANY REMOVABLE DIRECTION IN ACCORDANCE ,WITH ACCEFTED RESISTANT STANARDS • LOCK AREA TO MAINTAIN STREWTH VFECTIVESESS AS MANUFACTURED BY PAN- AMERICAN MODEL OPA9.1 FORCED ENTRY APPROAL #49389 -8 MIL, !14465. 5. WINDOWS* • >tTgB104 'WINDOWS SHALL HAVE INSIDE LOCKING DEVICES CAPABLE OF W1T1ISUNDIN4 A FORCE OF 150 LBS. IN ANY OPERABLE DIRECTION WITH NO REMOVABLE HINGES OR PINS AND TO BE OF INTERLOCKING STUD TYPE b SHALL RAVE NO EXFOSED SCREWS, PAN - AMERICAN MODEL 9PA 3 -1 TYPE ATV. MTL. 3980 6r FORCED ENTRY APPROVAL F49389.4. tANDSCAPIM3 STALL, BE A SEPARATE CONTRACT. FINISH GRADE SHALL BE ESTAB• LISHED BY sleinti AND PREMISES SHALL BE LEFT RAKED AND READY FOR LAND. • • 0.k1. S1,.. SFRutee A,S(14In.�.T DR vf= 4$' 142 S'' 4i ( V.. 411..' t)P •M FI E�t� .. � S ( Py $WA t.K. 1I 4 toga, 4A4 h14PT +�l - :- :.A :. ! t' ,, c ' IN ' ►.) rez o o t\A tit. �, 1 c0 ` o 4 ` ' ' / .1\A_t • • 4 • VI 4 �r _ ROOM F t% t- t4 - • 4 - t- 4 C O O L ` . -_ --n — ---r ; �A.K..i- Y�nG$ Coa SC __. u S'(vCCa sr ._ -._�- - tLt+ A i:T . V h -(t t . _ Go Nit . !1 IN - c€G•c r o Y! t. l't t.E GbNL - t; D NG_ i , wo0 wat, o ( Lao 0 • t-rut(•aSY�ircw Ft. Ns; pt-as f LAS. _ PGai . 2t. '. ?t. M Ter.,W !C sc 7 . Tc�.y -. S SC .EG•TE t) _ LtVN t4 4,7 N t 1T - R +-t- hl OtJ pt.AS T l\�^ - Cr-C .-ra0 -' .._ � - 111..t — r t tA �t4 p L tt s Pr I S e t.e'G1. T 2. + cn tv $ .rE t,ed• ' At4u.1 SC3314 K - rG1iEW - --- GOB t- • pLax •p+.,cS • kI % A:9 : G c % "Ctt.E WIN --f tt 4-o. .d,0 1 4. -- c..pGaMtGA Ght3tP4 6 -11- Tv. -u'k 1 Ie_ce.t- t .L 1t1Yc. 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