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362 NE 92 St (2)I, the undersigned, do hereby swear' that the Builder's Bond, # , ii.,�.� , issued to me on premises et # J M 441 )1 (Street Address) has been lost. 7/71 4,, 0 SIG1D AND SWORN TO tIaOR:E ME THIS NotPxy My Camrni ssi-on 4)c. I hereby certify that the con, truct1an conteiroplated under the above Bond has been completed and that the builder the eof has caused the. surroiiiiding p to be cleared and repaired in as good condition as they were before carunOcing said construction. IDI_NG AND ZONING iami Shares Village • �.... i .l . 1 ot e f I P C � Owne r t ( Namo C i r ? '°` r.i , ,_ General Contractor Lie.No. Zone Req.Cu.Ft. c < L j Cu.Cont. , '� :,1; BY C .., Plat Restriction Checked by / i � / To Planning Board / //2 ‘ / . _Approved " Rejected Re- Submitted to P.B. _Approved Rejected Plans & Spec. Checked by {+,. To Council Approved Bldg. Permit No. l : t Date 1 j � r ' Fee /I Type Stories / Roof New Construction Y Alterations Repairs MI I Plumbing Permit No. Date Fee Septic Tank 11 11 Sewer 11 !1 Misc tl 11 tt New Const. Alteration electrical Permit No. Date Fixtures Heater Motors Mi s c 11 New Construction Plumbing Inspection Date Roughing Fixtures Sewer Septic Tank f Solar Heater Filial Certificate Subdivision 11 11 11 11 11 11 Alteration Repairs Repairs Fee n No. Streat Add. or Phone Add. or Phone Rejected f Cost /44 ri G Building Inspection D -to By Re -insp By Re -Insp By Foundation J 2 Beams & Lintels 1 Final Final Clean -Up By Re -insp By Re -Insp By Electrical Inspection Date By Re -insp By Re -Insp By Rcuglzing Fixtures Final Temp, O.K. _ _service O.K. to Power Co. Cert.Occup.Issued Builder's Dc 7.xiiber 307 CNti' /ps.#5 C9#/ i e.o C S /rv A/44.). e This is to notify you that the construction work at JC..2 /t . r j 2 S� _ %;$4,,w9S 53,Avezo, has been given final inspection and is APPROVED BY THE BUILDING DEPARTMENT. which will be refunded to you upon presentation of the bond to the BUILDING DEPARTMENT, MIAiri? SHCRES VILLAGE, FLORIDA, for cancellation. has a value of p EMILIO VEGA (305) 754 -9997 EXT 301 Passed 06 5 Inspector Comments v' Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -18348 Inspection Date: 05/25/2006 Inspector: Grande, Claudio Owner: HANLON, JAMES Job Address: 362 92 Street NE Project: <NONE> Contractor: Building Department Comments Wednesday, May 24, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 r t Num Block: RC- 5- 06.1405 Permit Type: Residential Construction Inspection Type: Re Occupancy Work Classification: Re- Occupancy Phone Number Parcel Number 1132060136440 Lot: Page 2 of 2 Rev. 10 /02/03) RE- OCCUPANCY APPLICATION Date 31 - Contact Name EM1 Buyer Seller q Property Address 302 Ai C� City Miami Shores ivnami mores viliage Building Department . o v State F1 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795 -2204 Fax: (305) 756 -8972 Permit No. OCO' ' - (K Loc ID Phone #505 77 Company Name �; / m i Zip J3 I hereby certify that I understand that the zoning of the property is for single - family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by Miami Shores Village certifies only that the referenced property is being used for single - family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on the property. OWNER'S At' 14IDAVIT: I certify that all the foregoing information is accurate. ll E-ni) (f (Al// Applicant Na Si The foregoing instrument was acknowledged before me this )34- day of 1 , 20 Ot, , by (A , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: )ELVA ¢.,Notary Public - State of Florida pesSep28 2008 i e t Commission # DD 358857 imisi Bonded by National Notary Assn. - - - - -- Ate. Building Officials Approval: Re -Occ. $60.00 / Notary $5.00 CCF $0.60 Total e30-60 0 44 210 1( KiN 2 4 f' h. t �s � .' U q # � _f " 4 .0 ift• \\ s t 11) 2 3 '14" kJ (444. <' ■tk_) t4 e) QLE 646 C3 %112. C EV, 4_1( a 41\,) rf R cowl ; r47.) 52. t,")i Pr sr f) Se#1$71`7 Ce/G roo - 1)LAN TOUC)N1 )\*1 Lk!\1 ‘ A3 r /y4faft)ei 4.2 V 4 4.615 VC' f L- e Ltt'A,) ztostt r/ /3 4 - " Pi/ ,41) -/Jocti'f :41 Aidifri CI :6"94., --- - - & 57,(444' ki, E4 9 2. AP S 4 65,00 • PLor - PLAH S [V1 tt\k_f:. I '• 0 '` - • 4 4 E A 44. 76 ( e) rt-' EX - 13.,if Fi4 3 5 or at. r f _ed.:11.1.0: 1 1 2 , 1 r ° , .1 :41 'r : r t 3,) t:) f°4411 1 - , 1, Ill C..? ¶ r) 0 'RV N").1 ...1 ,,,.. 1 ------ ) 2!'se.6" Btzttoi tit/ fl c.1...1 ? 1.4. e6„.c.t4 - 3 2 LOT 5 20 Lor ( ' 8Loc,w,4s t 5 0 tk 5 n ON 1 P tisr P.00 y„. a pi\ c E., o DADS couk) r 1) A . 4 ...a aS , (7) 1 L L. 1.1\/ 0 NI q3 v"ttt ra.t4r)e. et! Su\LE.: - , t , . 1" bc Ao ILI:. tio s w) fv*:1-. $ S t, ?IPIT rot. 4q&e.tpiq) • '1( 8" Ptos,:rtc AJLL T 1" 1 '1PC 0-6 L.. Z.q 001.-rs virtu 4■4te TOP 2.••'//, APa...1.4- 0 12.. Lr r te.)cotvc, -601-Tom. • Sk...1)• to kopo.N. mesv4 T C S E C t o Of' 5/ Lot, , p{TC.!-1 c4; t r21c fa. 1/4 4. 'hot- To Tit t N So f+I • $ /i 4 0 Les1 s ! 4t:E..t$ (11 4 -0 " 0 1 41 -. 4 IsAino11 uPtIr rtt) -4t-:(AVntl i3Ett,111 Pori rem. Vklir • VegO.T% eft* 46101...09C-0 •4t-.10tN“ 1310t1V(1, LOttt try multi_PLimtm * / . " wIss L., CLePt)V tA.t■Art tJJ VILA. to e,:(2,siCt ff,0 0 Vk tOrp ea R. O Di, -A- 44....JY.. 4.0. 1 ° • 4 • .4 4* 4 VA 041it E I .Poact-k AtiV:kir 10 NJ TO' gzit.O_ZVcr. two,c; orrjaaAiss .isrxtk)1 140,sm NVNYA,)11-kmxi . EXI ST T !) PI ICJ • Xi Of_ 0.14; 4 .44 . • . . 4..44 • .<14.174111;t44M47 .4 4 : 41,114..1.0.:44:14LL-Wr.X:...1.4i..1.4-...1` G[ C • /1-05 LL .r_ 1 c✓ /9 00 362 " ■/4/v)/ /2 3 ti 7 70 z tL l R • r Zoning Apprp ' /94-!_ 6 r[ /!' 45/ Pg./ ol E L w .X t z eM_E' 1 - 1 e, LEGAL DESCRIPTION LOT 774 FF Erct,cr4A .u9 BOLL L!) ✓ `• � 6!' j .2 0 F E" LDT BLOCK SUBDIVISION 44/ ,42 e of A'2,4A / -i ,:C /oeij___a' ( 72 n.✓ cti ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK /0 AT PAGE _70 OF THE PUBLIC RECORDS OF .„.4 COUNTY, FLORrDA. 3'2 .v. '`'- NOT:vt\UD HESS EMBOSSED SEAL 1 /V6 ` AP T s "- ∎+ .1'.1 . s• .. .a.. I Q :0 5 a ZL /,,1< THE FLA. FLOOD INSJ .NCE RITE DATED../2.77.-k P+JELIS IF0 EY TLIE UNITED STP.TE3 OF HOUSING AND IJRBAN DEVELOFMEN1, DELINEATES THE D E HEREIN DESCRIBED LAD BE SITUATED WITHIN ZONE LOCATION SKEIV .. SCALE: 1' s. 2 ,00' ia y T.Ge ' - 1°a ✓ /.il eS f AC Fs ee.. Q� SS Y . � giti `� , ! fft �o -i best er boat `` f- aaw Cam: That itra 'raJ st ,cw�wt ,'u+4 INS ssy ' , rs t. , WV 53 r rvi» ay r undse CS% df f'+. 30 ivi Iwo tea no • • in .Chapter rn t3; T rya tat f �e 1�1 O D.1 WARD OF IMO S '` • as Set forth' 172 Q27 ; -(F. S ) and tapter 21 PH ' 6 of the Florida ' Adfmin istra ve C�ofle . ..,L A7 ' G,at y.N i ?_.oJ "WAfe y x8`52 �(�dp SuflNEYOfl C o. STATE O FtOREOA . DATE: /2-70 j) CONTINENTAL LAND SURVEYORS, INC 1700 S. W 57 AVENUE. 201 1tA3�i, FLORIDA 33166 TZL. 110. 2432-1025 PRO1)UC'i' CON'T'ROL, NOTICF, O11' A('(.I(;I' 'AN( 'I(. Custom Aluminum & Sauer, Corporation 15842 S.W. 150 ('t. Miami FL 33187 I'11t111('( 1 ( ()N111(,I. r111'Iti1(1N Your application for i'IOduc.t Approval (11: u1, 1r; , O, I -A (tn;l r,tt1 /l1:,,,, rrrrrrt T'rnrrt('(!,Scr('arr I;rrcl(1.\ur(r under Chapter 8 of the Codc of Miami -1)adc County i,ovriatinl, the u:(' OI ,A11(I mil(' N Loci iah; awl !von ,; (1l ConstTtiction, and completely described Ileielll, has Ilcen Ieconlnlended (clll;in■ 11v 111(' NIi,i,ni 1);1(11' County i3tlilding Code Compliance Oflicc (TIC('()) under Illy condilioir; ili(d hI I( in This approval shall not he v,ilid after Illy, cxI)IHIIinn (law sl;llc(I huh) \k It( (())( ;(.1 v•(•': 111(• 11100 product or material at anytime Ilona a jobsilc nr manufacturer's plant lilr (In;1111y c(1n11()1 Irslinl, If this product or material fails to perfoinl in the approved manucr, lit '('O 1(,:11 1( 11,1:1 IIIo(lilw, oI :n�p('nd the use of such product or material immediately. 13C(_'() reserves the right to (('yoke I n ;Ippiov;il, if deterniined 13CCO that this product or matcli1l fails to meet the 111111(16w Code. 'rile expense of such testin will he incur rcd by Tic. manufacturer. Acceptance No._99- 0525_07 Expires:06 /13/2002 'I'IIiS IS •i'IIE COVi RSiII , l', Si?P; AI)UI I iONAI, I'A(;F,S FOtt ,SI I( AND ( ;1 I CON1)111ONS 13UiLI)IN(; CO1)E .C( 1'l I)l1(' l REViI?W (•01 11v11 1 1 1',1'• Approved : 08 /05/10')9 This application for Product Approval has Veen Icvicvvcd by the 11C(*( •O ;Ind ,i1111i(1x('d by '()r and Product iRevicvv Conln►iltcc to he tiscd In I),rdc ('or I'lori(1;1 undid 111(• (nndilion: ':(1 (milli ;111(,x(• rnlcrncl ,nail nrl(IflN.' lin4fnttictet (r )huiirli,ll \m1 I1,A111'.( rlllt•11 y 11 (10111A \II 11'11 11;A1)1 11 ,\( ;1 1 11 Itt111 Illrl(; Iii'll I)IN(, 1 111)1' ( (),11I'1,1,\N 1' (11111 1 `11 111(1 1 \1 I I \!i1 1 1' 111111 1)1Nr; nvl',I II \('1111 ;11'11.1 'WI I' Ir,nt Nil \,NII II (1I'II1V 11 III I'r t 1 i ( . ,, ,n 1 I ,A A l a 1';) t l; ' , t ( (1'. r ll \f 1(1)1 I.1( i- N`IN1: SI( I I(IN t(1' t 7: ` 1 1 -A A ( f 1 ;) t 7: ■+, ( (1N II( \( If1i1INI(111( I\IINI sl('III)N (1(1;) tr; ').( rvy (tn51 111 1lf/st 11 „u „ 1,,;,, 11.• H t„I I / /- 7 r � 1,111 Pod? I i W / / ( Iii(• I 'i o d u rl ('nnl 1)ivi' -io1I t( t „,,f (i,t(4/1A 7 'ianciyf (, 1 )I1110,m,I. It A I )1I1•( fog \'ti;lnli 1)n(1v r (,Ilnly Itllil(linlr, )Ilia Custom Aluminum & Set cut Coil poratir1 NOTICE OF ACCh;PTAN: ;L: - 2 of 1 A('CIF,i' 1 N(1 N. 99 (1325.1)1 AUG (1 5 1999 I XI'11Z1 „� E:111( (1ONI)1IION 1. SCOPE This renc\vs the Notice, of Acceptance No. 93-1024.01, which vv:1'; i on lime I t, I (i()(c It ,ipprovcs an Aluntinuni Framed Screen 1 ticlosurc, as (Irsrrihed iir ' cclioii . or this Nolic or Acceptance, designed to comply wills the South Florida 131rilding ('ode, 199I l'dili(ut for riianii Dade County, for the, locations wlicrc the pressure requircnicnts, a: drtoruiinod I,v 51[11(' ('baps'; 23, do not exceed the Design Pressure Rating, values indicated in the approved dr;ivvirws 2. i'ROI)I1C•h 1)1?SCR1 P •I•iON This Aluminum Framed Screen 1oiclosur and its component., .,11,11 Icr (ccu.;lrucred in r,tri( contpliancc with Ilic following; documents I)rawing No, 11 2 2 IitIc(1 `'( u,torn A 111116ntun Screen ", prepared by Ranints i?rtg,inceriul;. inc , dated (k•tohrr ,> 1, I (w1, I;i•;t 1rl I',cd o1r MIN' I / 1996, sheets I through 3 of 3, hearing the I\lianti 13L1(Ic County I'rc 1 (•oirlr01 Approval ;111,1 Renewal stamps with the Notice, of Acceptance nnnihcr ,uid ;ipprc,c;rl d;r(r Icy the N1ianii Made County Product Control 1)ivision . 1 hest documents shall hereinafter I,c• referred to ;1-: the ;rpplov drawings. 3. 1,IM1'1'A'i'IONS All permanent sct coniponen(s, included but not limited to en11,c (Idc(1 me hot I,c,ll-,, onr protected against corrosion, cont,tniination ,slid damage at rill time 4. iNS'I'ALLA'iiON This Aluminum Framed Screen i:.,nclosiire and its components shall Inc in' :talk d in , .11 1( t courl,h:1w wi(11 the approved drawings 5. i,A13P'LIN(: A. permanent label with the nianufac(uicr's name ui Iogo oily , :I;il" ;,,rd Ili 1011nwirw, :I:rtrrn( irl "Miami -Dade County Product Control Approved.” :hall he attached tcc IJO' 1,011(01 oI co;c(h cha r;ril 6. 131111,1)1N(; 1'h lU\I 1' 1Z1?2 1 1 11ZEiN1 6.1 Application for building; permit shill be accoltipanicd l,v colic': 01 the Iollowiul� 6.1.1 TIiis Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings IS idrnliIird 111 ` '11001 of Ihi•: Notice c Acceptance, clearly marked to show the component.. .elcclyd lot Ore pr(1p(1 c(1 installation. 6.1.3 Any other doctrntents rc(itrirc(1 by the 1luildingr, Oltieial or the 1: coil 1 I Inrid, Ituildi 1 Code (SPIT(;) in ordcr to properly evaluate the installation nl tht' �:y�:lrlo 1lclmv Atkar, I' 1 Product l'ro(iorl ('0(11(11 iti'.i ; 116/13/2(102 ( initol 1'xsnninet Gixstorit Aiunijiiunt S. Screen Cuijroratiur7 A(:(:l';l' I'AN('I; Nu : 99-0525.11 I?`{ 1'iIZ 06/1.3/21102 NOTICE OF ACCEP UA -NCE:, S L ANDA10) (tONUrl 101),c; Renewal of this Acceptance (approval) shalt he considered after. ;t rcnccv;tl application Ills heel, filed a ih original submitted documents, including lest supporting.; darn, cngincetinrs do. nioent: are nn older ihan cil'ht (8) years. 2. Any and all approved products shrill he. permanently Inhcicd wilit lir ritanut.ti riucr': name, city, ;Ink-, ;Hid Ihr following statement: "Miami -i)adc County I'roducl Control Approve/l•', , ;infra in Ow specific conditions of this Acceptance. I of Acceptance will not he considered if: a. There has heel' a change in the South I:lorida 131i1ding, ('odr. ;111i.(.11 H die nt ;,ln,,lioi, of this prodtH and the product is not m compliance with the cock changes. b. 'ihc product is no longer Ilrc same product (identical) as the one oririnally approved c. if the Acceptance bolder has riot cnml,licd with all the requirements of thi; ;merit ; utct including Ilir correct installation of the product. d. The engineer, who originally prepared, signed and seated the ierpiited /loci 'mental iuilially submitted, is no longer practicing Ilrc engineer ing profession, Any revision or change in the materials, use, marl /or manufacture of tc l ,rnrinr I or proec ;e sIr it ;nrtoru ;tiic ;dl� he cause for terniination of Ibis Acceptance, III1IO prior wrillcn approval I,..': been reclu<•oe,1 (Ihronr,l, tiling of a revision application with appropriate Ice) and g,ranted by this of lir c Any oldie following shall also he (;rounds far removal of tIris Acccplanrc•: Unsatisfactory performance of this product or process. b. Misuse of this A1cccp(ance us an cnrlorsenrcut of any product, HI �dr� : ,irl■ nth, purposes. The Notice of Acceptance number preceded by the words Miami-Dade Comirv, Mori 1; , ; followed he Ihr expiration date may be displayed in advertising literature 1f ;iny porlioir of Ihr Nolir• nl Acrcptaurc i displayed, then it shall he done in its entirety A Copy of this Acceptance as well as approved tlra■inl,s and nlhcr dncriuu nis Hirt(' it ;ipl,hcs, shrill hr provided to the user by tltc rnantrfacturcr or its distrihu(ors rind shall he availnhle for i :lion al the jot, site at all time. The engineer needs not reseal tic copies. 8 7 T'ailure to comply with any section of (Iris Acceptance .shall he cause HI termination and removal of Acceptance. This Notice of Acceptance consists of I, 2 and this last page.. ENI) Oir'I'i11S ACCEI'FANCE - -. 3 o 3 „(fl'(ZC.)v1 IU6 p 5 199 llclnt)/ A(akar, i' I.. I'rnrlurl f'ctlilrs�l (,xnmitt , Product Control 1)iv isroit CLEAR SPAN CS 2 X 7 CARRY DCAr, T(•eb) • .070' 0(Flcnoc0 • 280' I_a Y44.44I:444 I) Pour Al te: Sett 1.1'-4LL BE C0' E2E0 o114 SCPCCN ?11.1NG 6CZ E'EN 72 CA UTER DAY. 2) THE 0710'1'o) 'TRUCTU'RC MUST 130 CAPABLE Li- SLPP TIE L0.'XD SCREEN E.NL 2) r4CTAL STRUC'.K'CS ✓1 THIN 5 FT. r 0 )),3 PC13-0 SHALL 8C C u..HXD PR N LC. 680 -22 4) ANCHORS 'L DNCit ETE AND WSCNRY F1L(..E� wTTH CONCRETE SHALL 90 J /5' s A.NcHCR5 LJ&000 C7'(R' SPECIFIED. 5) MAX IKir( 1: :LA IEIGHTS ARE BASED CN 1 '.AX1KU4 BEAK S1ZE USED MAx;i0.F1 8E '' 711E USED IS 2 9' WITH 29' -4' 'AN IT+ 9' -0' CLNTLRS CLEAR SPAN .'l 2 X 6 CARRY .+EA' 7(••1:5) • -462' T(nonq.) • .Y. 14'- 16'- 18'- CARRY BEAM TABLE STA ZONE' 4�. ASC MO 0321'DG 1130: ,P.>. WALLS X0101■ V1N3 LOAD IN 1. DUT - - - -- 1 9. 6 P, TEST L. 4D 4143 LN 1 D - - - -29.4 PSF R ^'� L 1 vL L.1 LF' 6 XVN ' 0.6 PS/ TEST L :4D LP 1 X14 '5.9 PS7 JEFUCTICN LIMITATION• V80 44U414JI AL.LCY 606 3 - T6 J4,1SS OT1CRvtSE SPECIFIC CARRY BEAa1 Z 20 /' C ANGLES ri'N 2 f 7540V 9CA FS Ago or / LACS AS S4C.14 b4 A� ■Vnlun :Ut L L(rvU _,- -- ASCC 7 -98 N3UTE5 1/ ^HRUBOLTS •TTH 2'0 r x , /5 AN06.FS, 1 1/ Cr 1 /4', 1/9' OW%3•AL WINO BRACINC. 3/5 T4.RUc6O4TS. Y t/C R,'DN / SPECIAL U BRACKET 2.5 .2rr ^� 90 u- mk,:xET siAY BE L'$ F P•'.)PtpiY P05171fY+ED, • 0 I • " ,dE TA 01 l ON ALL 0I'7ER43 (D07‘i Or BRACES v iel-xr 'FS LNTE7270R SPLICE PLATES DO 407 Cx :,?. CORNER ROOF BRACE DETAIL x - 2X2X1/4' STRUCTURAL ANGLES 1 /4' THRUBOLTS )-N0 3 /8'x S A.' +CNORS AT EACH COLL'uN. USE 1/4' ANCHORS BETWEEN COLUUr,S ON 24' CENTERS. /14 X 1' SFAS WtY BE USED IN PUCE Of THRUBOLTS. 4' TH)CK CONCRETE SLA3 * /645, *1.4 x W1.4 wg� ED w:RE 1JESH. SPC CAL u - BRACY.ET 1S THrox r.TT■ 1/4' RiO4' ANCHCR BOLT'S TO EXTEND 1 1/0' BE CHATT. DR BRICK PAVEMENT SL,RFACES ROOF BRACING LAYOUT BO BEAL t9N i L Nt,iOLIS F IF vu V! 2 25 A N i - 1 �^f�f• r~.1� �O'R:1tiE NOTE: COLU1.t.NS ALONG ENO A'ALLS 3-1EN US1NG 4 RECUIRE INC PAIR CF 2X2X:/9' ANGLES UNLESS CCLUw4S ARE 2X5 CR C'RCATCR. T14EN Tvo PAIR Dr ANGLES ARE RC0J1RED. REPRCSUCTION ,°ND AP ? *OVAL OF THIS 20Al OP o ti?T 'HEF;FOF FOR CONSTRUCTION OR .ANT' O THF 110E 2,, ONLY BE GONE BY P.rwuS ENC,NELRINC, LNC. THIS + "1.N '.S IK.'AL1D UNLESS SGNED Av0 SEA, - D E RCBERI S. u0NS0UR FOR EACH SU21TA` USE 3/15. 5. (0f:77H OF 00..o) PLATES ON ALL ..YTICRIOR ROOF BRACES WHERE INTERIOR SPLICE PLATES 00 400 EXIST. / it U NNaL LCCA 710,. LINK 0 CI 00 1 1 /4'1 1 1/4', 1 /e DACONAL 'W1N0 3RACINC. rrtS uCLB 6 TO 8E USED FOR ALL ROOF BRAC,NC. 4 1/ / 4'x 3' '.tAY 90 _500 ASS r0 .0w5 OR IJIP 7G 12 -. SPAN. FOR l,P TO 24' SPAN. ,T EACH COLU14N, AND 20' GN CENTER BETWEEN COLUr+NS, E 2x2x1/8' ANGLES 4'R SPAN'S LINGER 18' 512E OF CALULN 'NTER(:ALLY. .0 0 C7 FOR SPANS OVER 18', - 2X2X1/" 3ASE ANCI.ES I.(AY 3E USED AS SHOWN N P SC OF 2 - 1/4' ANGLES ON COLLH., SJPPGRTING BEARS. ANGLES, 1 /4'X 3' ANC'HCRS MAY BE USED. APPROVED AS COMPLY!,NG /riT!i T; SOUTH FLORID,", 3UiLD!NO CODE �.' DA T _ 3Y L-rL 1 44--J � � PRODUCT CON DIVISION 3UIL3!NG CODE COMPLIANCE OM( :EPTA,NCE NO.9`,22 ± I q r . # ;4. -,; A NU C UMN SC EDlJ }�E J, M� � #� 'd 4" K f, b k Y ,,. '� A ARw< Z};a s t2 G' .. < ' T(� T2a TYPE MAX 'BEAM SPANS ATr GIVENiSPACINGS PURtt�t ~ s+ -TP SECTIONS ...v' CROSS T - ' i�. � 4'k = 1 5 0 s 5 6 0 6'- 6 7' -0 • T •-5' Er: 0 • ' SPACING Bo Brn.; 2 x t 3 °• 055 t .055 ?;• -IQLDV 6 10 6 9 6 -7 .g 6' - 4' 6' -3 6'-l'• 5"-11 72': Box Bm. 2 6 3 .055 `. .055 062 SNAP - SNAP 9' -7•,r 12' -6 9' -3' 12' -2' 9' -0': 11'-9' 8'-9' 11' -5' 8' -7' 11' -2' 8 ' - 4' 10' -11' 10' -8' 84' Box 8m. 2 X 4 .062 Box .Bm. 2 X 4 120 .055 LAP 14' -3' I3' -9' 13' -4' 13' -0' 12' -8' 12' -5' 12' -2' 84' Box Bm. 2 X 5 .120 .062 SNAP 15'• 1' 14' - r 14' - 2' IY - r tY -S 13• -r 17 -I(T 84' SNAP � / u ti LAP �- r -1 v BEA■'! T -2 Box Bm. 2 x 6 .130 .055 LAP 19' - 10' 19 - s le'- -e fo' -r t r -r 17' -4' 16' -9' 84' Box Bm. 2 x 6 . 120 .062 SNAP 19• -I1 19' -4' 18' -r 18' -s 17--10' 17' -5' 17*-1 84' Bcx Elm. 2 X 7 .130 ,068 SNAP 2.2'-1 r 22 21' -r 21'- • 20' - 6' 20' - L' 19' - 84' Box 8m. 2 X 7 .130 , 055 LAP 21' -7 20' -r 19' -9' 13' -1 t' 18' -3 17• -C 17' -I' 94' BC Bm. 2 0 7 .280 .070 LAP 27' -r 26' -3' 25' -5• 24' -9' 24' -2' 23' -7' 23' -2' 84' Box Si,. 2 X 8 22 .072 LAP 29' -9' 27' -9' 26' -11• 26' -3' 25' -7' 25' - 0' 24' 84' Box Bm. 2 X 8 .224 .082 LAP 29' - 0' 28 -r 27' 26' - 7 - 25' - 11' 2S' - 4' 24' - 10' 84' Box Brn. 2 X 9 . 224 .072 LAP 31' - 5 30' - 5' 30' 29' 84 ' Box Bm. '� 320 C82 LAP 34' -3' 33' -3' 1 * 30' -8' JO' -0' 29' -4 _ -- 84' _ U i•JRUN T HEAVY 1..1? C INDICATES (luU`J SPAN FOR !' CVTTLR 'Y Bp1C:xET. NO L'ufT TO S CiJT1ER BRACKET. f - B E A> 2 X 2 .055 . 055 li] 1 04 N.AXILVL SPAN - 7' 0' AS PURUN AN0 C2UIRPAII -' ' 2 X 3 .055 .055 ■QLCv wAx:uvv SPAN - 6'- 0' AS PURUN AN0 C.1WRR.AJI- 1 `ATE. KAXIM•A+ SPACING Cr PURL INS • 84'. MAXI lUl AREA IN A.NT PA.'Q • 56 S0. FT. I wAx!uUU SPACING OF 2X2 CFWRRIJLS - 60' AYG. SPACING OF JX2 cH,AAF.S .. 7r A . SPANS 51+0'+14 AA7YE ARC CUM SPARS. 4' 1JAY BE AD0f0 TO EACH SPAN S 4C,R4. 1+.xuJy, M NARK Stet' T1 12 TYPE MAX. COLUMN HEIGHTS AT GIVEN SPACINGS (.›;A:RR4JL SP +C 5' -0' 5' -6' 6' -0' 6'-6' 7' -0' 7'-6' 8' -O' 033' Box Col. 2 X ] 005 .055 SNAP 6' 6' 6' -2' S' -I1' S' -8' 3' -6' S' -J' S' -1' 78' Box Col. 2 X 4 . 062 . 062 SNP 9' - 2' 9' -4' 7' -9' 7' -3' 7' -3' 78' 1 X�2- RL^1 Boo Col. 2 X 4 / .120 . 055 LAP 11 ' -t' ' 9' -4' 9' 8'-9' 78' Box CoI, 2 x 5 . 120 .062 LAP 13' -4' 12' -9' 12'-2' IV-9' 11' -4' 10' -11' l0' -7' 78' .055' • Box Col. 2 X 6 140' . 062 LAP 15' -10' 15' -1' 14' -5' 13' -10' 13' -4' 12' -I1' 12' -6' 78' Box Col, 2 X ' % . 1se .062 SNAP 16' - 6' 15' - 9' 15' - 1' 14' - 5' 13' - 11' 13' - 6' 13 -0' 78 1 X - 2 PATIO Box Col. 2 X 7 .280 .070 LAP 22' - 0' 21' - 4' 20' 20' - l' 19' - 4' 1B -8' ' 18' -1' 18' NT1TF , 'r 'r j fPrirDie. f 1 , n CLEAR SPAN CS 2 X 7 CARRY DCAr, T(•eb) • .070' 0(Flcnoc0 • 280' I_a Y44.44I:444 I) Pour Al te: Sett 1.1'-4LL BE C0' E2E0 o114 SCPCCN ?11.1NG 6CZ E'EN 72 CA UTER DAY. 2) THE 0710'1'o) 'TRUCTU'RC MUST 130 CAPABLE Li- SLPP TIE L0.'XD SCREEN E.NL 2) r4CTAL STRUC'.K'CS ✓1 THIN 5 FT. r 0 )),3 PC13-0 SHALL 8C C u..HXD PR N LC. 680 -22 4) ANCHORS 'L DNCit ETE AND WSCNRY F1L(..E� wTTH CONCRETE SHALL 90 J /5' s A.NcHCR5 LJ&000 C7'(R' SPECIFIED. 5) MAX IKir( 1: :LA IEIGHTS ARE BASED CN 1 '.AX1KU4 BEAK S1ZE USED MAx;i0.F1 8E '' 711E USED IS 2 9' WITH 29' -4' 'AN IT+ 9' -0' CLNTLRS CLEAR SPAN .'l 2 X 6 CARRY .+EA' 7(••1:5) • -462' T(nonq.) • .Y. 14'- 16'- 18'- CARRY BEAM TABLE STA ZONE' 4�. ASC MO 0321'DG 1130: ,P.>. WALLS X0101■ V1N3 LOAD IN 1. DUT - - - -- 1 9. 6 P, TEST L. 4D 4143 LN 1 D - - - -29.4 PSF R ^'� L 1 vL L.1 LF' 6 XVN ' 0.6 PS/ TEST L :4D LP 1 X14 '5.9 PS7 JEFUCTICN LIMITATION• V80 44U414JI AL.LCY 606 3 - T6 J4,1SS OT1CRvtSE SPECIFIC CARRY BEAa1 Z 20 /' C ANGLES ri'N 2 f 7540V 9CA FS Ago or / LACS AS S4C.14 b4 A� ■Vnlun :Ut L L(rvU _,- -- ASCC 7 -98 N3UTE5 1/ ^HRUBOLTS •TTH 2'0 r x , /5 AN06.FS, 1 1/ Cr 1 /4', 1/9' OW%3•AL WINO BRACINC. 3/5 T4.RUc6O4TS. Y t/C R,'DN / SPECIAL U BRACKET 2.5 .2rr ^� 90 u- mk,:xET siAY BE L'$ F P•'.)PtpiY P05171fY+ED, • 0 I • " ,dE TA 01 l ON ALL 0I'7ER43 (D07‘i Or BRACES v iel-xr 'FS LNTE7270R SPLICE PLATES DO 407 Cx :,?. CORNER ROOF BRACE DETAIL x - 2X2X1/4' STRUCTURAL ANGLES 1 /4' THRUBOLTS )-N0 3 /8'x S A.' +CNORS AT EACH COLL'uN. USE 1/4' ANCHORS BETWEEN COLUUr,S ON 24' CENTERS. /14 X 1' SFAS WtY BE USED IN PUCE Of THRUBOLTS. 4' TH)CK CONCRETE SLA3 * /645, *1.4 x W1.4 wg� ED w:RE 1JESH. SPC CAL u - BRACY.ET 1S THrox r.TT■ 1/4' RiO4' ANCHCR BOLT'S TO EXTEND 1 1/0' BE CHATT. DR BRICK PAVEMENT SL,RFACES ROOF BRACING LAYOUT BO BEAL t9N i L Nt,iOLIS F IF vu V! 2 25 A N i - 1 �^f�f• r~.1� �O'R:1tiE NOTE: COLU1.t.NS ALONG ENO A'ALLS 3-1EN US1NG 4 RECUIRE INC PAIR CF 2X2X:/9' ANGLES UNLESS CCLUw4S ARE 2X5 CR C'RCATCR. T14EN Tvo PAIR Dr ANGLES ARE RC0J1RED. REPRCSUCTION ,°ND AP ? *OVAL OF THIS 20Al OP o ti?T 'HEF;FOF FOR CONSTRUCTION OR .ANT' O THF 110E 2,, ONLY BE GONE BY P.rwuS ENC,NELRINC, LNC. THIS + "1.N '.S IK.'AL1D UNLESS SGNED Av0 SEA, - D E RCBERI S. u0NS0UR FOR EACH SU21TA` USE 3/15. 5. (0f:77H OF 00..o) PLATES ON ALL ..YTICRIOR ROOF BRACES WHERE INTERIOR SPLICE PLATES 00 400 EXIST. / it U NNaL LCCA 710,. LINK 0 CI 00 1 1 /4'1 1 1/4', 1 /e DACONAL 'W1N0 3RACINC. rrtS uCLB 6 TO 8E USED FOR ALL ROOF BRAC,NC. 4 1/ / 4'x 3' '.tAY 90 _500 ASS r0 .0w5 OR IJIP 7G 12 -. SPAN. FOR l,P TO 24' SPAN. ,T EACH COLU14N, AND 20' GN CENTER BETWEEN COLUr+NS, E 2x2x1/8' ANGLES 4'R SPAN'S LINGER 18' 512E OF CALULN 'NTER(:ALLY. .0 0 C7 FOR SPANS OVER 18', - 2X2X1/" 3ASE ANCI.ES I.(AY 3E USED AS SHOWN N P SC OF 2 - 1/4' ANGLES ON COLLH., SJPPGRTING BEARS. ANGLES, 1 /4'X 3' ANC'HCRS MAY BE USED. APPROVED AS COMPLY!,NG /riT!i T; SOUTH FLORID,", 3UiLD!NO CODE �.' DA T _ 3Y L-rL 1 44--J � � PRODUCT CON DIVISION 3UIL3!NG CODE COMPLIANCE OM( :EPTA,NCE NO.9`,22 ± I q - 4 - 7 ' •;:r • • ( 2x 5:',1 +D , 2 1.T IUSE: 1 ; 6 11:C, 51.iSTOT 72 5 C. r. J'• 4C Ca. !OIL / ' '7 REP' =DR 0:7' ,1 41 `-• ( 2X7. 2x5. 2X »D 2X10 EiOX BEA)45 ) usc 1/3.x 3.x it STRAPS WITH vAxx 14 114 SI-AS TOTAL ( 7 EAori SIDE OF SeLK:E ) 3/16" X 1 1/4. STRAPS LEAP BE USED • PLACE or 2 " STR.APS. 6" BOX BEAM 7" BOX BEAM N. [ . i • E,H , i z .'02' 'X''' $,70 1 • I (OP ./4 • 3CE. K - 3RACE DETAILS f 7 - . ,'.1.7, - . rer:14-04- , •7.7. -- ..a, - ,..;?" , 74, 7 c. • 1 '41 i" • - , • • .4, • f • X5 BOX, ) ,;;;•,;•,- 4 3 'E,ACH SD Of SPIJCE $[)4S 3/16' PLATES WITH 114 S)-4S AS SteiN cur PLATES TO FIT INSIDE Or BOX BEAHS AS SHO ••1 ON DETAIL ALL PLATES 0 MANSARD BOX BEAM SPLICE DETAIL 1 4."1"7 •4 2,R AN 07 USE 3 Th.* 3E 0 0 0 0 0 0 0 00 ? 0 0 1 0 p1c ol 10" BOX BEAY 2/15• S TO ;*E! 3GX 3ELACE0 1,4k y ANC 1 _:= ceff4: - 12 1' Al' CPEE. . . BRACE va P 4' AH C,<NE_S-S 2' 0 0 0- trpkei r 4" BOX BEAM 5" BOX BEAM 2'02'01/3'A:10LE c';TH 2 it3 S,1 1N EACH LEO &45.1. At, C-LES 141^4 Z0 r x 1/r r ___, 1 " -..4.-....-...-.1 7 1 1 , . -- 7 -); 2' X2' C1,41R RA:L 1c74-, NO C.ATIS r X r X •e• ,/r r-I 0 4X ' ,' t F.-L. 5 ------ X r '7a.; r• A i'x rx 2/15" 4..4CLE '._0••• 41" 2 - /4' ,1S 0,.. '4 --------, 7CA '.'10 2P ACE E :'-`• ... .C..1. 0 ?C3E7 T S. 40 . 7■10" 51„,3t.477,4;_, 1' RISEa2 X 12' VIDE ALLK RCC7 PANEL COLUI 2'X3'XI/9' ANGLE ON EA01 SIX STRUCTURAL GUTTER DETAIL R03F up:3ERS. END WAL POST DETAIL sPtr."4. Z Er r LCg .4T 44.LIA,-ALA.1 V.T7ER FAS:MO 10 r400,4 ,P v/ 3 5/15'x 3' LAOS 1 1...-5±6f8 1X2 KEt•3E.R COVER PLATE po sus 30X 30A, Z 2/15 4. 2' 1AC4 PA2014 - CvERLAP 3CA4 TO CL-'4 At-40 FAY 11TH 3 114 5 EACH (DC 45 DC014. LrSE 4 114 51.45 FD 802 L 32 1 30)-A A?GER PLATS 3C 00 IF AL7ERNA7E 3RACE SETAIL3 TVO BEAM C1 LIE t X r X 3/15" A.••GLES 1 11714 TVO 1/ 4' THRU 30L50 L TL'0 0/3' S 72 114 SLIS 1.1.,-0 00 4• 71•-•RUB0LrS 3 1 /Z X 5" X 15" ATLS TV° 1/4' THRIJ BC1_TS OR 4 814 5245 1/4' 1 BELTS STRUCTURAL GIJTTE.R BEM 1/4' THRU Ba.rs v/ vAsHos 2X2X1/8' ANGLE V/ 114 SHS AND 3/r1 r 4.24040R5 TYPICAL. ("ai c CORNER DETAIL 1 1 COVER PLATO verni ilo sus. x 1/z sus. EXTR 1 20'41'1ACUS 102 AEASER 24 0 C. ALONG :UTTER. 4r,7•1 /14 0 1 1/ FA 2-xa'xI/3-ANctE 44 2 I4 51.45 0-1 Ch:N L P.ACE L7 I' rvITH BEAH TO COLLIHN CONNECTION I c, :tvERT 300 BEAM (optronal) aX ' I/A 5/160 7' L4.35 1\ 4 AT EA-01-i 3F-4:-4 4 .40 12' 00. sTAG:LERED 1 /4 - 1-■PL3C5 SH04 0. 0 0 • *14 S.15 AS SHC.N, / FOR 7.4.5LE 3P.4.c:••C 7.772 E SEE 5-E1. 2. 2'x2'xi/B'ANOLE '1[7H 2 814 SkS 7 1-E CLOLI,.;- AN: 40 3' ANCHCRE - - /3 PLATES W 4 / S645 AS SHOWN, 2X2 SNAP AND 112 SNAP, SPEC:AL 1 3AAcKET r AT C404 ',LU4A..n.4 RAPLA rA.STD4E-0 0 r..sc" 41 3 5/ter r cs 0/1 DETT):ITh , 7 4 - X 2 1/T tc 24" 04. 1, Yx A10L E 3' LETNG V/ 1/4' THRU BOLTS AS sHr.,4N. i 41 PI:IR:2H 2 aR"C.E 47111 1 /5 PLATES EA 040 wTO4 /It 51-AS %4C1veN. '• ;-=; j , : 7 -4 1-44 ECTRuCED 0110ER '4404C0T33 3/5'x r LACS AT C CvER PtA TT /10 S145. :as *ALL. IC X..44A F'LL_ER 3LOCK 41 3X 34.A ES TAILS DOUBLE 202 WM-1 3/5X 5 LAGS, 2 AT EA. COL AND AT 24' 0.C. 0445 ASCIA • X 5'0 1/3 04 1 . 0 7 X 1/5" CO !.TINUOU S A:4011 4/177-4 1/4* 7144U30L7S A5 SHOW `4, 2.2.3/',5" 47 1/4'x 3 4. AN) /14 5.45, 1 .1SC 3/3. 4',0• FOR 21 04E.47 •••• • ` •••:- 2X2X1/8' ANGLES 'DE: GUTTER CIA CONNECTION FOR DOMES 1.3 3.: 24' 2. 4•, '2 T 7 3•-• SPECAL 2 OPACKET r LO1.7. 4' WICE CL/5'L45 cHLx. \ 100 3EAH BEAN L•SE 3. , 2". 3/15' A:•CLES '#•17.1 3/3. LACS '0 14-.0CA 4,43 /4' 71•44u801.7S 10 3E.A21.. L4,A.0, 4 wICE CLTTER WAY 3E E.JSED AS SHOW' ON BEAT *ABLE sHEET /1 I I C.C.', GC BRACE DETAIL 2 - 412 x ; /2' 54: 77s7",4U0L5 1 02 ; 04:.> ...AL '..•• • ..---'1. 202 , ...,9•L 114 3 -71 ---- ''". iNOICA775 3/5' X Al EACH 35. LOC.A 71C t CAULK EA. I:: 0 1' ›S. 1 P 0 '?0YED S 0,Y,PLYNC,' THF "H^1 `^,C 4 3Y OW I ' ' 3T..3,NO 32E 0)P, 7FFOE A00E 3 g 40-0..00 HSOU/ :0/2J/95 0C-Aa. • '0 IC04 J 21 ALTLRHATE, SPECIAL Z BR -^ LONG. " WICE GS J/1 �� / 6' SUPER BRACKET VITH (4) 3/2' X 2 1/2' LAG BITS TO FASCIA CN . i' 14SMS # 12SYS L� CJT FTC. 'J5' N PRODUCT REN EW AMITAN G 9 -��zs not; DATE 1 .1875 AL r i�YIROLDIVIS10S 4.825" 2 Uti 1i1)TLDIN 0411E Cfl ?•�LLtiNCE 0 C F. xZ ALTERNA`E 1/8' A`13 E BRACKE' VITH (9) 114 X 3/4' SHE TC YALL KEMPFRS J8 STAN-ESS STT�1 CABS S' .1\ E SS STS WLE )13.1 D4NESSL11 ' E I--BC'LT ti CLDEL CLDStD YI T H DOLB'LE q'JTS :OiLE *RESSla StEIYES 1lB' STAISS STEL CAKE FAS1D4 SUPER TJiTER T7 THE HOST STRUCTURE Vim L/4'x 2 1/2' LASS 20' EC, 6' S,1PR BRACKET VITH (4) 3/8' X 2 1/2' LAG BLS 113 FASCIA • 1 OP RAT,. 7R RAIL 1x2 BOT1Th •'L 3 AS.TX A -36 STUD C)..P Y?TH (2) 3 /8'X 3' 'r LTI SLEEVE. k C}{RS 77 CaULTE DECK Y/ ? 1/2' K?ll;i1.?4 E]4E?E'ri, THIS CLIP KAY ALSO BE USED OH SIDE OF CENCRETE SLAB. YAINTALN 2' Mme. EDCc DISTh`40E. CABLE BRACING DETAIL USE 1/8' DIAL CUR CABLE CLIC1ST143 LT 19 1 D1YlJ.k STRA'1TS Cf 5' FTY JJS STU1 VIRL EH: Nu LOAL BEAR,1Nu \i /ALL SQUARE 1-145 146 -273 j 274 -363 1 IDL 01U ff CAKE IliL 2 4 6 LA, E'�% li r LA. EN: J LA, ENL jANTTTIES ABA ARE FUR 3 SIDED DJCLDSURES, FCER TG ENGLH'"E.ER'S SITE SPE0L. PLA,ti' tLk OTHER CY:ITIt?1S, La Etc SET DF CABLES O RE TJ VALLS FUR SPA'S OVER 16 FEE. 3/8' HILTI SLEEVE A'ICHTP L,`T V/ 1 1/2' KIN104 EXBEDK Ci�CRETE SLAB, 2' X 3'X 1/ 4' A'4C>Z.E Q EACH SIDE OF R➢(F BEA�H REF VTTH (4) 114 X 3/4' SKS TO R BEM AND (2) 3/6' X 8' LAG BITS l (3) 114 X 1' SKS TO GUTTER R�DF BEM tE Vtf. 1 1x2 PR:7 1R KE BLR IS USED, USE 2 SETS LT" 1/4' ANGLES, RULE BE/I4 364-416 ' 417 -443 FR1AJ Vn 8 10 4 EA EN 5 LA EkL r- 1/8' STAY.ISS STEEL CARLE DRUB C,Y,,PR SSLTSL2.'ES 1 1/4' X 5 5/8' X 1 /8' FLAT BAR APPROVED AS COMPLYING WITH TIir SOUTH fL0R1DA BUILDING CODE DAIS= E 13 9 BY • PRODUCT CO t ° tO1 DIVISION CURDiNG CODE COMPLIANCE OFFICL ACCEPiAH , I-- w L�J 1-- (i) 2 x 4 COLUMN. 2 x 4 COLUMN. 2 x 4 COLUMN. 2 x 4 COLUMN. cj N cc) 1• (1) TOP VIEW FRONT VIEW 5-7" 51 5 5' 44 EXISTING RESIDENCE 5-7' 51_711 fi 5'-7" 5 1 7 1 1 1/4" 1/4" • — - GENERAL NOTES: I . CONTRACTOR TO VERIFY ALL DIMENSIONS. 2. 5EE ATTACHED SPECIFICATION SHEET(S) FOR ADDITIONAL DETAILS. 3. STRUCTURE SHALL BE BUILT ACCORDING TO ATTACHED SPECIFICATION SHEETS AND DETAILS DRAWN. w cd 0 z (1) 0 Li. 0 > 0 L13 0 z 0 m 0 N 9 0 OF: 1 SHEET 1 OPENING MARK OPENING DESCRIPTION LOCATION ZONE OPENING ELEV. (ft) OPENING HEIGHT (ft) WIDTH (ft) EFFECTIVE AREA (sf) MAXIMUM POSITIVE PRESSURE (psf) MAXIMUM NEGATIVE PRESSURE (psf) 1 Window (South) 4 4 4 6 24.0 43.2 -47.1 2 Window (West) 4 4 3.167 3.08 9.8 45.8 -49.7 FLORIDA BUILDING CODE, 2001 DESIGN PRESSURES FOR OPENINGS autLO NNG DATA Wind Velocity (mph) 146 Importance Factor 1.00 Exposure Category C Internal Pressure Coefficient +/-0.18 Mean Roof Height (ft) 14 Building Width (ft) 56-8" Building Length (ft) 46' -10" Roof Slope (x:12) 3 STRUCTURES INTERNATIONAL, LLC Prepared By Client Name Job Description Job Number JOS INFORMATION Eusebio M. Mora Mr. James Hanlon Kitchen Remodeling 362 N.E 92nd Ave Miami, Fla. 2003 -22 WALL OPENINGS Worksheet in hanlon2_fp,dwg - Read Only Width of Edge Strip (a) in feet = #VALUE! Copyright 2002, Structures International, LLC 9/2/2003 S t? Of c 1' /0 h\ T SKETCH OF SURVEY • 1 / 1 (J1 8500 S "..s.t /L /l /10 G65 ,./L LL 4 Jp .ey G/dS 70 t f � r .362 / /4 : 9.2 5 7 / eel!, f'/ ) / 2 • k . /23 h M 3/a 1 7 5 '4!J_. 7-11 133 7 -ricer w. e sio t T M /6• G. S SCALE: 1' • LEGAL DESCRIPTION LOT2/ E �(/ETT /.tyEETG�[GT� ClL D %LnTS 4 ") T..� El�lT OCLGT BLOCK SUBDIVISION 4A/ 444 EJ) �G o.c nV2i.o,e/: SliOEe'.:l • SEC 7. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK /0 AT PAGE 70 PUBLIC RECORDS OF' A Z‘ COUNTY, FLORIDA. ,t/0. /0 , ,t'; o 4 LOCATION SKETCH SCALE: 1s _- 2- • THE FLA. FLOOD 1NS','' .NCE RATE ; DATED -4 7 PU tiS;FO EY THE UNITED STA.TES OF HOUSING AND JAN DEVELOPMENT, DELINEATES THE HEREIN DESCRIBED LA. D TO BE SITUATED WITHIN ZONF ' • , ORDER No. ' / � 1 T 3 .5 LAN URYEYOA N0 STATE OF. FLORIDA NOt VALE UNLESS EM8OSSEO SEAL OATS CONTINENTAL LAND- SURVEYORS,' 1700 8. W. 67: AV,ENUE. 20,1 l�1AM� FLORIDA - . 53155 TEL. N0.- . t$; OF THE Td: C/7 /Ca. 61 :2 it ■Aiesf a c .rs •ei .4 /J .LEe� 2vc >o7lS:ird .�X ss�'.s'CX/A ,. WE HEREBY CERTIFY: That M attadw at d CH OF SURVEY ol the P orbOOY..,,rs Coned 10 the Oes4 Of out 4 I and bM'i•1 u recently surveyed under our &ec tort,. also that theriere no mots I� r ?ethnical Standards set FLORIDA BOAR) OF LAND • SUitVEY. 472.027 .( F.S.) ar>Id Chapter 21 1$i of the:„ Florida'h nistra ve `Code,` FOA:' C'A 762 , CA, v /.v /14. 4A/} 1/1,o¢y unless stiown.'and this survey! r aet by • • as Set forth in .Chapterf Y ; • Proposed Addition to the: Hanlon • ence 3� 2 Nrthst (=2r16 S'cs, 1 INDEX OF DRAWINGS SIIT. 1 - COVER SIIEET / SITE PLAN SIIT. 2 - FLOOR PLAN / ELEVATION S T_ 3 -- FOUNDATION / FRAMING PLANS 4 -- ELECTRICAL / MECHANICAL PLAN 5 - GENERAL NOTES & SPECIFICATIONS m iv Z PROPERTY LINE 85.00' N 87' 23' 50" E TI -0" ......... 1 r EXISTING CHAIN LINK FENCE N o r t h e a s t 92nd S t r e e t POOL EXISTING WALLS (TO BE REMO1/ED) SITE PLAN 1/8" EXISTING 1 - STORY PROPOSED KITCHEN RESIDENCE REMODELING OF.F.E. 10.03' ca5 WALL 1 CONCRETE POOL PROPERTY LINE 85.00' N 81' 23' 50" E 5' CONCRETE WALK J EXISTING CHAIN LINK FENCE 11' -2" LEGAL. DESCRIPTION 6) N 6 55 40 1.05 AC W150 FEET OE E 1/2 OF N.W. 1/4 OF 5.E 1/4 OF N.W 1/4 LE55 5 25 FEET OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. Eusebio M. Mora Architect Fla. Lic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 —6860 PROPERTY LINE 128.&3 N 2' 5(a' EXIST. CONC. DRIVE EXIST. CONC. DRIVE Si - it`_ - t ! j SC : PLAN REVISED BY: :31VO REMARKS: 'ON Ir. James Hanlon PROJECT: 362 Northeast 92nd Street, Miami Shores, Florida DRAWN BY: MJA CHECKED BY: EMM ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2003 -017 DATE: 05/04/2003 SCALE: NOTED SHEET NUMBER: l or 5 Proposed Addition to the: Hanlon • ence 3� 2 Nrthst (=2r16 S'cs, 1 INDEX OF DRAWINGS SIIT. 1 - COVER SIIEET / SITE PLAN SIIT. 2 - FLOOR PLAN / ELEVATION S T_ 3 -- FOUNDATION / FRAMING PLANS 4 -- ELECTRICAL / MECHANICAL PLAN 5 - GENERAL NOTES & SPECIFICATIONS m iv Z PROPERTY LINE 85.00' N 87' 23' 50" E TI -0" ......... 1 r EXISTING CHAIN LINK FENCE N o r t h e a s t 92nd S t r e e t POOL EXISTING WALLS (TO BE REMO1/ED) SITE PLAN 1/8" EXISTING 1 - STORY PROPOSED KITCHEN RESIDENCE REMODELING OF.F.E. 10.03' ca5 WALL 1 CONCRETE POOL PROPERTY LINE 85.00' N 81' 23' 50" E 5' CONCRETE WALK J EXISTING CHAIN LINK FENCE 11' -2" LEGAL. DESCRIPTION 6) N 6 55 40 1.05 AC W150 FEET OE E 1/2 OF N.W. 1/4 OF 5.E 1/4 OF N.W 1/4 LE55 5 25 FEET OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. Eusebio M. Mora Architect Fla. Lic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 —6860 PROPERTY LINE 128.&3 N 2' 5(a' EXIST. CONC. DRIVE EXIST. CONC. DRIVE TITLE: FLOOR PLANS / DETAILS REVISED BY: STAND. WIDTH HEIGHT TYPE :MVO REMARKS ® cbo 40 -17 ►I REMARKS: 4f RAI 11 4.L 0 M I. 11 h rb agvi E cxot © Eo, 3b1' D. Hanlon PROJECT: 362 Northeast 92nd Street, Miami Shores, Florida. NOTES: - SINGLE HUNG EGRESS TYPE WINDOW OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS 4 PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH, 24" IN DRAWN BY: MJA CHECKED BY: EMM ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2003 -022 DATE: 07/07/2003 SCALE: NOTED SHEET NUM3ER: 2 0 F 5 WINDOW SCHEDULE MARK STAND. WIDTH HEIGHT TYPE FRAME REMARKS ® cbo 40 -17 ►I _4aI' 3 F� 4f RAI 11 4.L 0 M I. 11 h rb agvi E cxot © J03-D 3b1' NOTES: - SINGLE HUNG EGRESS TYPE WINDOW OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS 4 PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT < 5.1 BF. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OFF THE FLOOR ONE EGRESS TYPE WINDOW TO BE INSTALLED IN EACH BEDROOM. 2 - PROVIDE HURRICANE SHUTTERS AS PER F.S.C. S 3 - PROVIDE TRANSLUCENT GLAZING AT BATHROOM WINDOWS. DOOR SCHEDULE MARK WIDTH HEIGHT THICK TYPE DESCRIPTION REMARKS SET I 2' -8" 6' -8" 1 -3/4" SWING WOOD B.C. AUTO CLOSER' GARAGE SILL MARBLE SILL IMPACT RESISTANT GLAZING OR STORM SHUTTERS CAULKING ALL AROUND 4" x a" CONC CAP W /(I)•5 3 "x3' (26 GA) GALV. MTL. DRIP NAILED 4' C. 1" x 2" Pt. WOOD STRIP • 2 "x 6" WOOD FA :• IA WINDOW SILL DETAIL 1 (I) • 5 IN GOUT FILLED CELL ALL NEW DOOR LOCATION ONLY I" x 4" P.T. WD. BUCK W/ 1/4" X 2" "TAPCON " SCREWS 4" FROM THE ENDS t e 15" O.C. MAX. ELSEWHERE, EMBEDDED IN CAULKING IMPACT RESISTANT GLAZING OR STORM SHUTTERS N EXISTING STONE GRI L 1/2" SMOOTH STUC GRADE 1/2" DOOR /WINDOW BUCK DETAIL 1 -1/2' JAMB / HEAD SIMILAR WEST ELEVATION EXISTING RESIDENCE N L X LINE OF BOTTOM CHORD OF WOOD TRUSSES 2" x 4" WD. TOP PLATE PROVIDE 2 "x6' COW W0. BACKING • KITCHEN CAB. LOCATION. 1/2' DRYWALL ON 2 X 4' IUD. STUDS s 16" O.C. OR 3 -518" MTL STUDS • 16' O.C. 15 GA Mir. (TYp) 2" x 4' PT. WD. SOT. PLACE CONC. FLOOR INT. PARTITION DETAIL 1" PROPOSE ADD ITION 1/4" l UVING ROOM PORCH NEW WINDOW NEW CBS WALL EXISTING CONCRETE STEP TO BE REMOVED EXISTING RESIDENCE A DIwNG FOYE ❑ E E' -6" SINK PROPOSED 1' -5" 1' -6" 1' -4" _RANGE /OVEN o�o 0 0 0 2' -6" d I eouni r 0 w I2' -4" 3' - e11 6' -11" Pa EXISTING OCATED. PROVIDE D 31' x80" DOOR EXIST. ONE -CAR GARAGE TOP 0M. +8' -4" h TOP OF BEAM Y TOP FF. +0' -0" A F.F. GRADE -0' -6" EXIST. GRADE 7 Csounl eh 2 ' REFRIG. IUI��gg t.dbinet Counte► yy � Ca� ,net • 11111 0 0 0 ft PROPOSED FLOOR PLAN 1/4" EXISTING BLOCK WALL TO BE REMOVED A/03 TO BE R MOVED REPLACED. NEW 6 HR WINDOW CONTRACTOR TO VERIFY EXISTING CONDITIONS FOR WINDOW 81LL TO 8E 36" APP. REMOVE EXI8t . PARTITION WALL LMNG ROOM PORCH REMOVE EXIST. WINCOW AND CONCRETE BLOCK WALL EXIST. DINING ROOM ❑ E SINK 12' -4" EXIST. KITCHEN EXISTING WALLS TO BE REMOVED EXIST. ONE -CAR GARAGE 00 L® 0 ROIG, 3'-2 REMOVE EXIST. DOOR 4 CONC. BLK WALL REMOVE EXIST. CONC. STEP EXIST. PORCH EXIST. DOOR TO BE MOVED '-10" 7 9 8 EXISTING FLOOR PLAN 1/47 N N Eueebio M. Mora Architect Fla. Lic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 EXIST. 10' X 16' FTG. EXISTING 1 -STORY RESIDENCE EXISTING FOUNDATION PLAN 1/4" DUST. 10' x 16' FTG. 1 PROVIDE NEW 4" CONC. SLAB W/ 6" x 6" 10/10 W.WM ON 6 MIL VAPOR B ON '35% COMP. FILL SLAB • LAUNDRY ROOM TO MATCH EXIST. KITCHEN LEVEL L (1) • 3 N C,Rc; t PILLED CELL. STARTER COL. 6" W/ 1 5 11E CONC. E ll)•SINGRCUT� FILLED CELL 61 ( • • I(l) • 5 N GROUT • FILLED CELL \ 3' -0" )D 1 EXIST. 10" X 16" FIG. (1) • 5 N GRCUT PILLED CELL' STARTER COL. W/ 2 5 VERT. V.611 1 EXIST. 10' X 161_ FIG. 0 r c 7 1 el • V • • • EXIBTING 5 "x 12" CONC. TIE BEAM DOUJJEL 4 EPDXY GROUT • 5 VERT. BAR INTO EXIST. CONC. TIE SM. 6" MIN. EXIElTING 8" CONC. 13LK PROvIDE 1 • 5 VERTICAL (DOWEL 4 GROUT FILL EACH CELL 0_ EXIOTING 10 "x 16" CONC. FTG DotweL 4 EPDXY GROUT • 5 VERT. 13AR INTO EXISTING CONC. FTG. 6" MIN. DETAIL 3/4" NEW GROUT FILLED CELL DETAIL r EXISTNG 2 "x 4" WD. POST TO BEAR ON STEEL TUBE BEAM 1 ANCHORED W/ 2- I/2' TNRI BOLTS "L" 4 "x4 "x3/16 "x 5' LONG WELDED TO TUBE BEAM 4 ANCHORED TO EXIST. 3/16 3/16 "L" 4 "x4 "x3/16 "x 5" LONG WELDED TO TUBE BEAM a ANCHORED TO 2nd STEEL TUBE BM. UJ/ 4 -5/8" THRJ BOLTS EXITIF 1 FESIEE ft EXISTING ROOF FRAMING PLAN 1/4" NEW 3 11 X6 "X3/16" STEEL TUBE BEAN( TO SEAR CM EXIST. TIE BEAM. 4 "x4 "x3ii6 "x 5' LCNG WELDED TO TUBE BEAM 4 ANCHORED TO EXIST. TIE BM. W/2- 5 /5 "x4 "AB. II Q III 0 I I I 0 0 EXIS ING 2"x ' ILO. Poet TO BE CN STEEL TU BEAM t ANCHORED W/ 2- " THRU BOLT TO BEAR 1 RAST 1P. 16' STEEL 1U43E BEAM EXIST. TIE BEAM. 4 EXIST TER TT1'PD ROOF 7/2 c?�D3 Eusebio M. Mora Architect Fla. Lic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 ELECTRICAL SCHEDULE 'A' 2 0 A FL� ' ;MM. PANEL ciRCUIT NUMBER WIRE SUE DESCRIPTION LOCATION POLES C/9 TRIP LOAD (WATTS) DEMAND NO. DEM SWITCHED RECEPTACLE OUTLET rC) I EXISTING LOADS -e SINGLE RECEPTACLE OUTLET DQQ FLOODLIGHTS SURFACE MTD. "ON 0 14 LIGHTS / RECEPT. (3W x 1122 SP.) OLIID 1P -15A 5166 D. Hanlon FAN MOTOR HP(NON OVERLOAD) " 12 GFI RECEPTACLES 9 BATHROOM — 1P -20A 4500 ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2003 -022 "8 A /C -I - A.N.U. W/ 1.5 KW HEATER SHEET NUMBER: 4 oF 5 2P -40A LEV181ON OUTLET 8100 • SINGLE POLE SWITCH W/ DIMMER "8 A /C -1 - G.U. 0 125% L 2P -404 SMOKE DETECTORS 6200 • a 0 10 WATER HEATER "1 STEEL 2P -304 4500 DOOR BELL YES CONTROL TYPE SURFACE SURFAcE MtP. INGANDEBGENt ® 6MOKJr DETECTORS TO ISE HARDWIRED t INTERCOMJECTED TO NON - SWITCHED CIRCUITS. OR BATHROOM LIGHTING FACTORY FABRICATED CURB — RECESSED HI - NAT 6.5 NEW LOADS .4 " 12 LIGHTS / RECEPT. (3W x 120 8F.) 1P -204 360 A -2,3 " 12 SMALL APPLIANCES (3 01500W) 1P -20A 4500 A -4 " 12 REFRIGERATOR 1P -20A 1500 A -5 " 12 WASHER 1P -20A 1500 A -6 " 10 DRYER 2P -304 5000 A -8,10 " 6 RANGE (OPTIONAL GAS RANGE) 2P -504 12000 A -9 *12 EXHAUST FAN OVER COOKTOP IP -20,A 1000 A -12 » 12 GARBAGE DISPOSAL IP -20A 1000 .4-13 " 12 DISHWASHER 1P -20A 1000 A -14 TOTAL LOAD • NON - CONCURRENT LOADS 42,026 8,100 LOAD CALCULATIONS 30,910 / 240 = )29 AMPS FIRST 10,000 W 6 100% = 10,000 WATTS REMAINING 32,026 W 6 409'0 '= 12,810 WATTS A/C LOAD 8,100 W 9 100% a 8,100 WATTS TOTAL LOAD 2 30,910 WATTS SYMBOL LEGEND AN 1 L) I AILS REVISED BY: MARK DESCRIPTION LOCATION DUPLEX RECEPTACLE OUTLET :31V0 SURFACE MTD. FLOURESGENT -3{ SWITCHED RECEPTACLE OUTLET rC) I REMARKS: -e SINGLE RECEPTACLE OUTLET DQQ FLOODLIGHTS SURFACE MTD. "ON FAN TIP SPEED,RPM MAX QUADRUPLEX RECEPTACLE OUTLET OLIID NEAT LAMP 4 EXHAUST FAN COMBO 211 D. Hanlon FAN MOTOR HP(NON OVERLOAD) PROJECT: 362 Northeast 92nd Street, Miami Shores, Florida. -' . — DRAWN BY: MJA CHECKED BY: EMM ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2003 -022 DATE: 07 SCALE: NOTED SHEET NUMBER: 4 oF 5 SYMBOL LEGEND MARK DESCRIPTION MARK DESCRIPTION LOCATION DUPLEX RECEPTACLE OUTLET FAN TYPE SURFACE MTD. FLOURESGENT -3{ SWITCHED RECEPTACLE OUTLET rC) I RECESSED MTD. FLOURESCENT -e SINGLE RECEPTACLE OUTLET DQQ FLOODLIGHTS SURFACE MTD. DIRECT FAN TIP SPEED,RPM MAX QUADRUPLEX RECEPTACLE OUTLET OLIID NEAT LAMP 4 EXHAUST FAN COMBO 211 FLOOR DUPLEX RECEPT OUTLET FAN MOTOR HP(NON OVERLOAD) ELECTRICAL PANEL -' . — ICsLE SPECIAL PURPOSE OUTLET $ SINGLE POLE SWITCH 120 -1 -60 LEPHONE OUTLET $ 3 THREE WAY SWITCH Tvl LEV181ON OUTLET $0 SINGLE POLE SWITCH W/ DIMMER SM6530AA DICTION BOX L DISCONNECT SWITCH SMOKE DETECTORS N BOX W/ INCANDESCENT FIXTURE a EXHAUST FAN CONSTRUCTION STEEL ALL MTp. INCANDESCENT fl DOOR BELL YES CONTROL TYPE SURFACE SURFAcE MtP. INGANDEBGENt ® 6MOKJr DETECTORS TO ISE HARDWIRED t INTERCOMJECTED TO NON - SWITCHED CIRCUITS. OR BATHROOM LIGHTING FACTORY FABRICATED CURB — RECESSED HI - NAT VENTILATION FAN SCHEDULE UNIT DESIGNATION EF -1 AREA SERVED KITCHEN HOOD LOCATION CEILING FAN TYPE CEILING NVJ TOTAL AIR CFM 180 FAN WHEEL TYPE CENT. DRIVE TYPE DIRECT FAN TIP SPEED,RPM MAX — FAN SPEED,RPM TOTAL STATIC PRESSURE,IN. OF H2O .125 FAN MOTOR HP(NON OVERLOAD) 2.0 AMP FAN MOTOR STARTER TYPE — STARTER FURNISHED BY — ELECTRICAL SERVICE AVAILABLE 120 -1 -60 DESIGN MANUFACTURER NUTONE MODEL NUMBER SM6530AA ACCESSORIES 1 SERVICE SWITCH — SMOKE DETECTORS — FIRE DAMPER — CONSTRUCTION STEEL MULTIBLADE BACKDRAFT DAMPER YES BIRDSCREEN YES CONTROL TYPE — AUTOMATIC SHUTTER — FACTORY FABRICATED CURB — SONES 6.5 ELECTRICAL NOTES 1. GROUNDED ROMEX or "SMURF" MAY BE USED. 2. RIGID GALVANIZED STEEL CONDUIT SHALL BE USED WHERE EXPOSED UP TO 4 FEET AND SUBJECT TO MECHANICAL INJURY OR IN DAMP OR WET LOCATIONS. 3. STEEL RACEWAY INSTALLED UNDERGROUND SHALL SE PAINTED WITH TWO COATS 'AST IC PAINT. 4. LUALL ET BOXES SHALL BE 4" SQUARE. CEILING OUTLET BOXES SHALL OCTAGON OR SQUARE. CONTRACTOR 5. SHALL FURNISH AND INSTALL ALL ELECTRICAL PANELS, WIRING CONDUIT, WIRING, MISCELLANEOUS SYSTEM, ETC. AS SHOWN ON PLANS OR AS RED FOR ACOMPLETE ELECTRICAL INSTALLATION. 6. FIXTURES AND LAMPS SHALL BE FURNISHED BY THE OWNER AND INSTALLED BY THE ELECTRICAL CONTRACTOR, UNLESS NOTED OTHEREWISE. 1. PANELBOARD -ALL CURRENT CARRYING COMPONETS SHALL BE COPPER SPLIT OR TWIN TYPE BREAKERS ARE NOT ACCEPTABLE. CIRCUIT DIRECTORIES SHALL BE NUMBERED CONSECUTIVELY ON THE LEFT SIDE TO 50% AND CONTINUED ON THE RIGHT SIDE. 8. DISCONNECT SWITCHES SHALL BE GENERAL DUTY. 9. PROVIDE PULL WIRE IN EACH EMPTY RACEWAY. 10. CONTRACTOR SHALL DO ALL CUTTING, SLEEVING, EXCAVATING AND BACKFILLING NECESSARY FOR THE INSTALLATION OF HIS EQUIPMENT ANP THE PATCHING THEREAFTER IL CONTRACTOR SHALL INSTALL ALL STARTERS AND CONTROL DEVICES FURNISHED BY OTHER CRAFTS AND COMPLETE WIRING IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND APPROVED WIRING DIAGRAMS. ELECTRICAL EQUIPMENT FURNISHED BY OTHERS WILL BE CONNECTED UNDER THIS CONTRACT INCLUDING ALL NECESSARY WIRING, CONDUIT, AND FITTINGS. CONTROL WIRING SHALL BE UNDER THE 6UPERvISION OF THE SUB- CONTRACTOR FURNISHING THE EQUIPMENT. 12. ELECTRICAL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL OR NATIONAL CODES AND WITH THE UTILITY COMPANY REGULATIONS. 13. PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING CHECK NAMEPLATE DATA OF AIR CONDITIONING EQUIPMENT, HOT WATER HEATERS, AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIXES AND OVERCURRENT PROTECTION. 14. ELECTRICAL INSTALLATION SHALL CONFORMTO REQUIREMENTS OF N.E.C. 110 -16(a) AND N.E.C. 384 -2 FOR PANELBOARDS, INCLUDING SPACES ABOVE THE EQUIPMENT. 15. CONTRACTOR SHALL PREWIRE ALL TELEPHONE OUTLETS WITH 4/C "24 TELEPHONE CABLE RUN IN PARTITIONS AND DROPPED CEILING FROM INCOMING TELEPHONE JUNCTION BOX. 16. CONTRACTOR SHALL PREWIRE ALL TELEVISION OUTLETS WITH RG581.1 COAXIAL CABLE RUN IN PARTITIONS AND DROPPED CEILINGS FROM INCOMING CABLE T.V. JUNCTION BOX. ELECTRICAL INSTALLATION DESIGNED FOR TI-41S PLAN 18 fN COMPLIANCE AS SET FORTH 8Y STATE OF FLORIDA STATUTES MODEL ENERGY EFFICIENCY CODES. AT 16 TO BE DONE UNDER THIS HEADING INCLUDES THE FURNISHING F ALL LABOR, MATERIALS, EQUIPMENT, PERMIT, FEES, EST, Mt: ORANGE, Etc. REQUIRED FOR THE ccMPLETIoN CNDItIONNG SYSTEM 64-1OUN ON THE DRAWINGS AND /OR LISTED W. SHALL VISIT THE 6ITE TO BECOME FAMILIAR WITN ALL EXISTING CONDITIONS AND er.,OIiDE oP ILJORIK. CONTRACTOR SHALL Went ANY >ESGIEiPANGIE6 TO ARCHITECT - ENGINEER FIFTEEN (15) DAYS PRIOR TO BIDS. THE NATURE THIS PROJECT INVOLVES THE OF EXISTING FACILITIES. l OF EXISTING FACILITIES AND / OR SERVICES SHALL KEPT 10 A A»IIMUM AND THE CONTRACTOR SHALL PJ 4!BN ALL MATERIALS SQUIRED vNENEVER TEMPORARY CONNECTIONS AIE NECESSARY TO MAINTAIN CONTINUITY OP 6ERV10E8. COORDINATE ALL INTERRUPTICt 18 OP P.ERVICEO WITH THE OWNER'S REPRESENTATIVE. 4 VENTILATION pUCtwOIRK SHALL 13E GALVANIXEO STEEL WITN GAUGES, DUCT tIONB, gRACMG AND SUSPENSION IN ACCORDANCE WITN THE NDAtIGN6 6Et FORTH IN THE LATEST EOITtGN GP THE E AND 6MAGNA STANDARDS. DUCT SIZES 6W * N ARE NSION. VERIFY EXACT LOCATION OF DUCT WITH RESPECT TO STRUCTURE BEFORE FABRICATION. 5 FLEXIBLE CT SHALL ea SELF-SUPPOSING ALUMINUM CONBTRUTION WITH H I THICK BLANKET TYPE INSULATOR WITH EXTERIOR VAPOR BARRIER PROVIDE SPIN COLLAR WITH DAMPER AND EXTRACTOR WHERE FLEXIBLE DUCT IS CONNECTED TO RECTANGULAR OUCTILJORC. 6 AIR CONDITIONING SUPPLY AND RETURN DUCTWORK SHALL BE 1 -t/2" R -6 FII3ERGLA86 U.L. 181 LISTED. CLASS V AIR DUCTWORK *WALL ESE FABRICATED IN ACCORDANCE WITH SMACNA STANDARDS. - 1 'ALL WORK BNALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERERENGE WITH THE PROGRESS OP CONBTRUTION AND ITS STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND 6TANDARD6. 8 VERIFY ALL DIMENSIONS WIN STRUCTURE PRIOR TO ANY FABRICATION OR INSTALLATION. 9 6U81`tit SHOP DRAWNCs OF ALL MATERIALS AND EQUIP•ENTFOR APPROVAL PRIOR TO FABRICATION. 10 OBTAIN FULL INFORMATION REGARDING PECULIARITIES AND LIMITATIONS OF SPACE AVAILBLE FOR INSTALLATION OP THE EQUIPMENT AND MATERIALS UNDER GONTRACTPROVIDE READY ACCE66113ILITY I THE CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS AND EQUIPMENT 'BROWN OR INDICATED FOR A COMPLETE PLUMBING SYSTEM N ACCORDANCE WITH 714E6E DRAWINGS AND WITH THE LOCAL PLUMBING AND BUILDING CODER. 2 CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL TRADES IN ORDER TO AVOID CONFLICTS. NO CHANGES WILL 13E ACCEPTED UNLESS A PRIOR WRITTEN APPROVAL HAS BEEN ISSUED FROM THE ARCHITECT/ENGINEER 3 CONTRACTOR SHALL COORDINATE HIS WORK WITH CORRESPONDING UTILITY COMPANIES IN ORDER 70 VERIFY THE POINTS OF CONNECTION. 4 CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EQUIPMENT AND THEIR co ESPONDING 644OP DRAWINGS BEFORE ROUGH -IN. 5 PROVIDE ALL EXCAVATION, BACKFILL AND COMPACTION REQUIRED BY ALL PLUMNING WORK 6 PROVIDE COMPLETE ACCESS TO ALL SYSTEM. LOCATE CLEAN -OUTS ON WALLS AND OR FLOORS AS NECESSARY, FOR ACCES AND OF USE PROVIDE PANELS, WHERE NECESSARY FOR THE WATER DISTRIBUTION SYSTEM. 1 PLUMBING CONTRACTOR TO PROVIDE ALL FLASHING AND PITCH PANS AS REQUIRED AT ALL ROOF PENETRATIONS TO ROOFING CONTRACTOR 8 BUILDING DRAINAGE SYSTEM DISIGN BASE ON I /8" Ft. MINIMUM FALL, ANY DEVIATIONS SHALL BE APPROVED BY THE ARCHITECT AND ENGINEER CONTRACTOR TO PROVIDE I" MINIMUM WATER PIPE CAPPED At EVERY ELECTRICAL SWITCHGRAR ROOM OR MI=TER ROOM TO BE USED AS GROUND (IF APPLICABLE). i0 ALL VALVES UNDERGROUND TO BE INSTALLED IN PROCAST CONCRETE BOXES, BROOKS OR EQUAL. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND AS FOLLOWS: A SANITARY WASTE AND VENT PIPES AND FITTINGS SI -TALL BE PVC OR DUN/ (ASTM -0- 2662) B AC CONDENSATE DRAIN SHALL BE SCHEDULE 40 P.Y.G. C HOT AND COOL WATER LINES SHALL BE COPPER (ABTM-6-88) TYPE "L" ABOVE GOURD. TYPE "K" UNDERGROUND. D PROVIDE DI- ELECTRIC COUPLINGS AS REQUIRED FOR CONNECTION TO DIFFERENT MATERIALS SNUT•OFF VALVES AT FIXTURES AND EQUIPMENT II AIR CONDITIONING SPECIFICATIONS PLUMBING SPECIFICATIONS 11 11 / GOOSE NECK BIRD SCREEN WIWAWAVOMWAI tutus tutu t I��II►I�LLLL II'/! 1. 1! 1=1����,1 es TYP. GOOSENECK DETAIL NOTE: PROVIDE BACKDRAFT DAMPER FOR EXHAUST FANS TO DAMPERS, vALYE6 AND OTHER APPARATUS, INCLUDING ANY PART OP SYSTEM REQUIRED TO BE REACHED FOR MAINTENANCE AND OPERATIONS. VIBRATION I6OLATIC. ALL EQUIPMENT AS PER MANUFACTURER RECOMMENDATIONS o ELIMINATE ANY EQUIPMENT NOISE FROM BEING HEART. 12 CUT ALL OPENINGS AND C1-4ASE6 REQUIRED TO ACCOMMODATE TI-4E WO'S< UNDER VS DIVISION AND REPAIR ALL FLOORS, ETC. DAMAGED BY alai CUTTINGS. ALL WORK DONE UNDER THIS 4EADING MUST CO ORM IN EVERY RESPECT TO FINISH AND CaliALItY MATERIAL4 AND WOIOMAN6st4 SPECIFIED MINDER APPROPRIATE SEC `ONS FOR THE BUILDING. 13 GUARANTEES: A ALL COMPRE&OJ;R MOTORS GN NEW EQUIPMENT F ISNI6HED UNDER THIS call-12."4T SHALL HAVE A 5 YEARS PRODUCT GUARANTEE FROM DATE oP START -UP. 13 CONTRACTOR ee44.ALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN 1 YEAR FROM DATE CO ACCEPTANCE. 14 TEOtNGI A ALL tEFRIGERA4r HIGH SIDE PIPING 1O 300 1 LOW SIDE TO Ism P016 AFTER TESTING EVACUATE SYSTEM t0 28" MERCURY GAUGE PRESSURS WITH VACUUM PI. PU -TOLD FOR 25 HOURS WITH PUMP OFF BREAK vAGGUM UJITN REFRIGERANT. B BALANCE AIR SYSTEM TO P LIVER QUANTITIES AND EACH OUTLET WITHIN 5 PERCENT USING AA.E1C. PROCEDURES AND TESTS SUBMIT AIR BALANCE TEST ISULtb FOR APPROVAL PRIOR TO FINAL INSPECTION. 15 REFRIGERATION SUCtIoN PIPING SHALL BE INSULATED WIN 3/4" NCOAFELX ASSIAPELX INSULATION MAY ONLY BE USED N NON -PLR RUM AREAS. FINISH WHERE EXPOSED UJITN 2 COATS OP WI-RITE LATEX PAIN ALL 46 PER MANUFACTURER'S INS1 JC11ON. 16 ALL REFRIGERANT PIPING SHALL BE TYPE "K" HARD COPPER, TOGETHER WITH WROUGHT COOPER SOLIDER FITTINGS JONTS SHALL BE MADE WITH SILVER BOLDER OR "SILFOS" ALL CONDENSATE DIVAN PIPING TO BE 6CINEDULE 40 TYPE II NIGH IMPACT PVC WITN SLIP JOINT FITTNG OF THE SAME MATERIALS WITN AN APPROVED SOLVENT INSTALLED IN A MANNER RECOMMENDED I5Y THE FITTING MANUFACTURER. DUCT MOUNTED SMOKE DETECTORS SHALL BE EDWARDS C36 MODEL No 62648 IONIZATION DETECTOR OR APPROVED EQUAL. DETECTOR TO BE INSTALLED PER UL268A DETECTORS SHALL COMPLY WILL ALL REQUIREMENTS LISTED ON N.PPA WA AND TIED t0 FIRE ALARM SYSTEM. REQUIRING WATER GUPPY. E INSULATE ALL HOT WATER LINES WITH I/2' FIBERGLASS WITH SELF SEALING UNIVERSAL JACKET. F PLUMBING FIXTURES - AMERICAN STANDARD, KOHLER CRANE OR EQUAL. • FLOOR AND ROOF DRAINS, IF USED, JOSAN OR EQUAL, FLOOR DRAINS SHALL BE RESEALED. H ELECTRICAL WATER HEATERS- GLA68LINED, 5 YEARS GUARANTEED A.O. SMITH OR EQUAL. I VALVES - 125 PSI NIBCO SCOTT OR EQUAL. K 1408E BIBE38 CHICAGO 352, OR EQUAL. L ALL EXP06ED PIPENG AT FIXTURES AND EQUIPMENT SHALL BE CHROME PLATE ESCUTCHEONS A8 REQUIRED. 12 PERFORM THE FOLLOWING TESTS: A WATER PIPING SHALL ESE SUBJECTED TO NIDROSTATIC PRESSURE TEST OF 100 PSG. FOR A PERIOD OF TIME SUFFICIENT TO EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN ONE HOUR B DRAINAGE PIPING- BEFORE INSTALLATION OF ANY DRAINS, THE ENDS OF SYSTEM SHALL BE CAPPED AND ALL LINES FILLED WITH WATER TO HIGHEST POINT AND ALLOWED TO STAND UNTIL INSPECTION 18 HADE AND WATER LEVEL REMAINS CONSTANT. G CORRECT ALL DEFECTS DISCLOSED BY ABOVE TEST, 13 STERILIZE ALL WATER LINES WITH MIXTURE OF (2) TWO POUNDS OF CHLORINATED LIME TO EACH 1000 GALLONS OF WATER (50 PPM OF AVAILABLE CHLORINE). RETAIN MIXTURE IN PIPES 24 HOURS AND FLUSH THOROUGHLY WITN POTAF3LE WATER BEFORE PLACING IN SERVICE. 14 COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN [N- 6ERVICE TEST AFTER COMPLETION OF THE INSTALLATION. 15 PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL PLUMBING WORK SHALL BE FREE FROM DEFECTS OF MATERIALS 4 WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE, AND THAT NE WILL, AT TH18 EXPENSE REPAIR AND REPLACE ALL WORK WICH BECOMES DEFECTIVES DURING GUARANTEE PERIOD. EXISTING ROOF INTEGRAL CAP AND BASE FLASHING WOOD SNEATNINCz ON WOOD TRUSSES UVING ROOM PORCH LJ POINT OF EXIST CONNECTION WATER L INE FOY NOTES: 1. INTERLOCK TEF -1 WITH LIGHTS. 2. ACCEPTABLE MANUFACTURERS ARE COOK, GREENHECK OR PENN. 2' 611001R VENT PRG'r'. DINING AREA r�- ❑ C PROPOSED KITCHEN RANGE /a'VEN f 1 1 SINK II II II II SINK 1 ef 2" * PVC LINE 0 POINT OF EXIST CONNECTION TIE IN INTO EXISTING 3" PVC SAN. LINE REFRIC. 1 00 D • EXIST. ONE -CAR GARAGE 8 PLUMBING FLOOR PLAN 1/4" O 0 UVING ROOM PORCH EXHAUST FAN EF -1 �J FOYE 1 ❑ C take • EXIST. ONE -CAR GARAGE A -6,8 D DRYER EXHAUST THRU WALL ELECTRICAL FLOOR PLAN 1/4" 74y/i0J Eueebio M. Mora Architect Fla. Lic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 TITLE: GENERAL NOTES / SPECIFICATIONS .l8 43SIA3e :11Y0 REMARKS: - ON 1 D. Hanlon PROJECT: 362 Northeast 92nd Street, Miami Shores, ` -iorida. DRAWN BY: MJA CHECKED BY: EMM ATTACHMENT NO.: ATTACHMENT# DRAWING FILE NO.: 2003 -022 DATE: 07/07/2003 SCALE: NOTED SHEET NUMBER: 5 ECURITY AND FORCED ENTRY NOTES ALL EXTERIOR DOORS, WINDOWS, GLASS AND GLAZING 81-4ALL COMPLY AND BE PROVIDED WITH INTRUSION AND BURGLARY SECURITY DEVICES AS SET FORTH IN CHAPTER 36, SECURITY AND FORCED ENTRY OF TI-4E FLORIDA BUILDING CODE, LATEST EDITION MAIN TRANCE DOOR SINGLE DOORS SHALL BE LOCKED WITH COMBINATION DEAD LATCH AND DEAD BOLT SETS WITH A LATCH THROUJ MINIMUM OF 1/2" AND DEADBOLT WITH A MINIMUM THROW OF 1" KEY OPERATED FROM TI-4E EXTERIOR ALL WOOD JAMBS SHALL. ESE RABBETED TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE INTEGRITY OF THE LOCK AND LATCH. DOORS SHALL BE INSTALLED WITH A VISION SCOPE. ALL HINGES EXPOSED TO THE EXTERIOR SHALL HAVE NON- REMOVABLE PINS. DOUBLE DOOR THE ACTIVE LEAF OF PAIRS OF SWINGING DOORS TO THE EXTERIOR SHALL HAVE LOCKS AS REQUIRED FOR SINGLE DOORS OR HAVE MULTIPLE POINT LOCK WITH 6/8 MINIMUM THROW DOLTS AND INSERTS, OPERATED BY A CYLINDER LOCK. THE INACTIVE LEAF BHALL HAVE A MULTIPLE POINT LOCK WITH 5/8" MINIMUM THROW BOLTS AND INSERTS. EXPOSED HINGES ON DOORS SHALL HAVE NON REMOVABLE PINS. GARAGE TO UVWG AREA DOORS THESE DOORS SHALL BE LOCKED WITH A LATCH AND A SINGLE DEAD BOLT lUI'H A 1" MINIMUM THROW, OR A COMBINATION DEADLATCH AND DEADBOLT. GARAGE DOOF0 OVERHEAD DOOR SHALL BE LOCKED AT MORE THAN ONE POINT WITH HARDENED BOLTS AND INSERTS, ENGAGING AT LEAST TWO OPPOSITE SIDES WITH A MINIMUM OF 5/8" PENETRATION. VENTS SHALL NOT EXCEED 8" IN LEAST DIMENSION AND BHALL NOT BE CLOSER THAN 40" TO THE INSIDE LOCK ACTIVATING DEVICE. SLIDING GLASS DOORS SLIDING GLASS DOORS SHALL BE INSTALLED AND CONSTRUCTED SO THAT PANELS CANNOT BE LIFTED FROM THE TRACKS WHEN IN LOCKED POSITION. DOORS SHALL HAVE NO SCREWS REMOVABLE FROM THE OUTSIDE NOR SHALL ANY DOOR LEAF WHEN CLOSED AND LOCKED BE OPERABLE FROM THE OUTSIDE SLIDING DOORS SHALL. BE LOCKED WITH A PIVOTED HOOK TYPE SINGLE BOLT. TO RESIST SLIDING ON THE DOOR BY FORCE AND SHALL BE REINFORCED IN THE STRIKE AND LOCKED AREAS TO MAINTAIN BOLT STRENGTH EFFECTIVENESS. OTHER EXTERIOR DOORS EXTEFRIOR DOORS IF OPERABLE FROM THE EXTERIOR SHALL HAVE AT LEAST ONE LOCK THAT 15 KEY-OPERATED FROM THE EXTERIOR WHERE A KEY -IN -THE -KNOB TYPE LOCK 15 USED, PROVIDE AN AUXILIARY SINGLE DEAD BOLT LOCK KEY OPERATED FROM THE EXTERIOR METAL GRATES AND GRILLE-TYPE DOO RS SHALL SE PROVIDED WITH LOCKS DESIGNED TO PREVENT REACHING T1-4E INSIDE ACTIVATOR FROM OUTSIDE DOORS. LOUVERS SHALL NOT BE INSTALLED IN ma EXTERIOR WALL OF AREAS REQUIRING SECURITY UNLESS THE LOUVERED AREA 18 PROTECTED BY INTRUSION SECURITY DEVICES. LICiHTING: FOR 'HE PURPOSE OF SECURITY THE AREAS IMMEDIATELY OUTSIDE OF EXTERIOR DOORS 81-4ALL BE ILLUMINATED BY VANDAL - RESISTANT GLOBES AND SUCH ILLUMINATION BHALL BE ACTIVATED DURING TI-4E PERIOD OF EVERY DAY. OPEN PARKING LOTS AND ACCESS THERETO, PARKING AND NON-ENCLOSED AREAS UNDER OR WITHIN BUILDINGS AT GRADE SHALL BE PROVIDE WITH A MAINTAINED MINIMUM OF ONE FOOT - CANDLE OF LIGHT ON THE PARKING AND WALKING SU5FACES FROM DUSK UNTIL 10 MINUTES AFTER THE TERMINATION OF BUSINESS EACH OPERATING DAY. WINDOWS: WINDOWS SHALL BE LOCKED WITH DEVICES ON THE INSIDE CAPABLE OF WIThf,ITANDING A FORCE OF 150 POUNDS APPLIED IN ANY OPERABLE DIRECTION AND WITH QUICK - OPENING DEVICES SO TI-447 THEY MAY BE READILY OPENED FROM THE INSIDE IN CASE OF EMERGENCY. WINDOWS £'GALL BE CONSTRUCTED THAT FIXED OR LOCKED CANNOT BE REMOVED FROM TI -4EIR FRAMES FROM T1-5 OUTSIDE. HINGE PINS OF ALL EXTERIOR OPERABLE WINDOWS SHALL HAVE NON - REMOVABLE PINS OR 5E OF INTERLOCKING STUB TYPE AND HAVE NON - EXPOSED SCREWS. BURGLAR GUARD BURGLAR GUARDS IF PROVIDED SHALL BE INSTALLED WITH QUICK OPENING DEVICES BO THAT THEY MAY sE READILY OPENED FROM THE INSIDE FOR EMERGENCY EGRESS AND SHALL BE 80 ATTACHED THAT OPENED THEY WILL NOT DROP TO THE GROUND. DECORATIVE MATERIALS PROVIDING COMPARABLE PROTECTION 8HALL BE ACCEPTABLE IN LIEU OF PLAIN METAL OARS AND GRILLES. OTHER HER INTERIOR DOORS EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF TI-4E LOCKED DOOR FROM THE OUTSIDE IN CASE OF AN EMERGENCY. SITE NOTES 1. PROVIDE ALL SITE CLEARING, EXCAVATION, FILL, BACKFILL, ROUGH, GRADING, SUES- GRADES AND COMPACTING AS INDICATED IN THE CONTRACT DOCUMENTS. 2. TREES TO REMAIN AND /OR RELOCATE AS SELECTED BY OWNERSHALL BE PROTECTED AS REQUIRED 3. TREES TO BE REMOVED SHALL BE CUT A5 DIRECTED BY OWNER ALL SITE CLEARING DEBRIS AND TREE STUMPS SHALL BE REMOVED FROM JOB SITE 4. IF SIDEWALK 15 PROVIDED IT SHALL BE AS DIRECTED BY THE CORRESPONDING PUBLIC WORKS DEPARTMENT 5. COORDINATE WITH MECHANICAL, ELECTRICAL, AND LANDSCAPING PLANS FOR WATER LINES, DRAINAGE PIPES, UNDERGROUND ELECTRICAL CONDUITS IRRIGATION SYSTEMS AND ANY CONCEALED INSTALLATION THAT COULD BE DAMAGED 6. MAINTAIN SITE CLEAN OF CONSTRUCTION DEBRIS 1. PROVIDE CERTIFIED SOIL TREATMENT PRIOR TO POURING OF SLAB 8. REFER TO 8ITE PLAN FOR SEWER DISPOSAL SYSTEM DRIVEWAYS GRADING AND FENCING STRUCTURAL and GENERAL NOTES 1 SOIL STATEMENT: A. VISUAL INSPECTION OF SOIL INDICATES UNDISTURBED SAND AND LIMEROCK WITH AN ALLOWABLE BEARING CAPACITY OF 2.0 KBE. (UNLESS NOTED OTHERWISE) B. PROVIDED PROPERLY COMPACTED NON - ORGANIC FILL TO 95 % MODIFIED PROCTOR C. OTHER AREA FOOTINGS SHALL BEAR ON SAID UNDISTURBED SAND AND ROCK 2. CONCRETE A. COMPRESSIVE STRENGTH OF CONCRETE AY 28 DAYS NON- STRUCTURAL SLABS ON FILL 2500 P.8.1. ALL OTHER CONCRETE 3000 P.S.1 E3. TESTS: A MINIMUM OF 6 CONCRETE SPECIMENS SHALL BE TAKEN FROM EACH 50 CU. YDS. PORTION THEREOF. SPECIMENS SHALL BE TESTED ACCORDING TO ASTM C -39. ONE AT 3 DAYS ONE AT 1 DAYS AND THREE AT 29 DAYS C. REINFORCING STEEL SHALL NAVE A MINIMUM CLEAR COVER AS FOLLOWS: 1) CONCRETE POURED AGAINST THE EARTH - 3" 2) CONCRETE EXPOSED TO EARTH OF WEATHER * 5 OR SMALLER - 1 1/2" • 6 OR LARGER - 2" 3) CONCRETE NOT IN CONTACT WITH THE GROUND BEAMS AND COLUMNS - 1 1/2" SLABS AND WALLS - 3/4" 3. REINFORCING STEEL: A. REINFORCING BARB MUST CONFORM WITH ASTM 4615 GRADE 60 B. WELDED WIRE FABRIC MUST CONFORM WITH ASTM A -185 AND MUST BE SUPPORTED ON SLAB BOLSTER SPACED AT 3 OR MAXIMUM ON CENTER C. FABRICATION AND DETAILING ACCORDING 10 ACI 315 D. ALL ACCESSORIES MUST NAVE UPTURNED LEGS AND BE PLASTIC- DIPPED AFTER FABRICATION 4. MASONRY WALLS: A. ALL MASONRY SHOWN TO BE BEARING ON PLANS MUST BE ERECTED PRIOR TO THE STRUCTURE ABOVE BEING ERECTED B. MORTAR MUST CONFORM WITH ASTM C210 OR TYPE M (2000 P.5.1.) C. HOLLOW CONCRETE MASONRY UNITS BHALL CONFORM WITH ASTM C90, ON GRADE N, TYPE 1, NORMAL WEIGHT WITH FM21500 P81 D. GROUT FOR FILLED CELLS, SHALL CONFORM TO ASTM C416 WITH 2000 P8I STRENGTH AT 28 DAYS. E. REINFORCING: USE DURAWALL TRUSS 9 GAGE REINFORCING EVERY OTHER COURSE. USE VERTICAL REINFORCING BAR5 AS SPECIFIED ON THE PLANS AND GROUT FILL 2L OCK. 5. WOOD: A. WOOD TRUSSES MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE REQUIREMENTS. SUBMIT SHOP DRAWINGS BEARING THE SEAL OF A PrkOFESSIONAL ENGINEER WITH FLORIDA REGISTRATION. SPECIFY BOTH PERMANENT BRACING AND 1 WHICH 18 REQUIRED DURING CONSTRUCTION. B. ALL WOOD MEMBERS MUST NAVE A MINIMUM OF Flo 1200 P.S.I. EXCEPT FOR 4 X 12 HEADER BEAMS WHICH MUST HAVE A MINIMUM OF 1500 P.S.I. C. ALL WOOD IN CONTACT W /CONCRETE, MASONRY, OR LATH SHALL ''E PRESSURE TREATED AS PER THE "AMERICAN WOOD- PRESERVERS ASSOCIATION ". 6. STRUCTURAL STEEL: A. PIPE COLUMNS MUST CONFORM WITH A8TM A53 GRADE B. PLATES AND ROLLED SECTIONS SHALL BE ASTM A -36 TUBE SECTION COLUMNS TO CONFORM WITH ASTM A -500 C:R4DE B. B. BOLTS MUST CONFORM WITH ASTM A -235 C. PROVIDE TWO SHOP -COATS OF RUST INHIBITING PAINT. FABRICATION AND ERECTION SHALL BE ACCORDANCE WITH AISC SPECIFICATIONS 7. SLABS ON ELL: A. TO SE PLACED ON CLEAN, NON - ORGANIC SOIL THOROUGHLY MOISTENED IMMEDIATELY BEFORE CONCRETE 18 POURED. CONCRETE IS TO BE PLACED ON 0.006 IN vISQUEEN VAPOR BARRIER. SLABS ARE TO BE PLACED IN A "CHECKERBOARD" SEQUENCE. EACH SEGMENT OF WHICH 15 NOT TO EXCEED A MAXIMUM AREAS OF 325 SQ. FT. OR 30 LINEAR FEET IN ANY ONE DIRECTION. 8. APPROVALS: A. SUBMIT SHOP DRAWINGS FOR ITEMS 345 AS ABOVE B. SUBMIT LABORATORY REPORTS FOR ITEM 2 ABOVE C. A/C CONTRACTOR SHALL SUBMIT FOR 4RC1-4ITECTS APPROVAL SH0P DRAWINGS WHICH SHOW DUCT SIZE 4 LAYOUT, EQUIPMENT SIZE, MANUF, MODEL "AND COMPLIANCE WITH ENERGY CODE REQUIREMENTS SHOWN ON TI-4E DRAWINGS. A/C CONTRACTOR SHALL BE FULLY RESPONSIBLE TO PROVIDE A SYSTEM WITH ADEQUATELY AND ECONOMICALLY ACHIEVES COMFORT LEVELS OF HEATING, COOLING, AND DEHUMIDIFICATION IN ACCORDANCE WITH 451-RAE STANDARDS. 9. COORDINATION A. COORDINATE ALL DIMENSIONS, ELEVATIONS AND OPENINGS WITH ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS REPORT ANY DISCREPANCIES TO OUR OFFICE. B. CONTRACTOR 8HALL VERIFY ALL DIMENSIONS AND CONDITIONS ON TI-4E DRAWINGS AND AT TI-4E 305 SITE AND IMMEDIATELY REPORT ANY INCONSISTENCIES TO TI-4E ARCHITECT PRIOR TO FABRICATION C. GARAGE 8HALL BE PROVIDED WITH A PERMANENT SIGN WW-4 1/2" HIGH LETTERS LOCATED ON THEIR INSIDE FACE OF ANY EXTERIOR DOOR READING: " DANGER DO NOT OPERATE ENGINE WITH DOOR CLOSED. CARBON MONOXIDE EMISSION IS LETHAL" D. GENERAL CONTRACTOR BHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING, OF ANY DISCREPANCY fN THE DRAWINGS OR INCONSISTENCIES WITH ANY AND ALL APPLICABLE CODES OR REGULATIONS, PRIOR TO ANY ACTION ON H15 PART. FAILURE TO DO 80 WILL MAKE HIM RESPONSIBLE AND LIABLE UNDER 1-418 CONTRACT. MATERIAL LEGEND . 4. _. • SYMBOL LEGEND 001 CONCRETE BLOCK POURED CONCRETE (Small Scale) POURED CONCRETE (Large Scale) PRECAST CONCRETE BRICK SLATE MORTAR BED / STUCCO SECTION MARKER DETAIL SYMBOL ELEVATION SYMBOL NORTH ARROW ROOM NAME OR NUMBER 10 -0" TO STUD 10'-1" TO MASONRY - III 11Ell II I1 I1 11 11 11 11 11 11 11 11 11 11 11 11 11 1 1 1 I 1I 11 11 11 11 11 II 11 11 11 II 11 11 11 11 11 11 11 11 I 11 11 11 11 1I 1I 11 11111E11111111[1 PLASTIC (;) STANDARD DIMENSIONING METHOD STEEL FINISH WOOD f J X<I PARTITION CONCRETE BLOCK 7 ROUGH WOOD (BLOCKING) COMPACTED FILL BLANKET INSULATION RIGID INSULATION DOOR NUMBER WINDOW SYMBOL ' C 1035 l EQUIPMENT SYMBOL COLUMN AXIS DESIGNATION ELEVATION MARKER cf>e;:, Eusebio M. Mora Architect Fla. Lic. # AR0011732 9780 Southwest 16th Street Miami, Florida 3 3 1 6 5 (305) 229 -6860 A►,r/. e t• t. f: k'$CiTi f,-cL _{= Rot). ttt l ` 'rC� l : -� t� r` r2 S'f‘t 2,Ytj'i4F 41 M s h57N;YCoAt.o.;.1. 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