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PLANS1`�y t.* THIS CARD 9ore4 O raming �, sa s, - -� 4, PLUMBING / f Temporary Toilet 4 %Gc t Rough Septic Tank Fixtures ELECTRICAL emporary Service MUST BE DISPLAYED 011 FRONT OF J Owner t ( ( FILL: YAM S e� CTION CO fet1RpY SOIL No Work Before 7 :30 A.M. SOIL MPA SERYICr s�zT �j.��,� No Night Work. Yard Spaces '&62,M_6 Foundation (. / k7 -11, d „Avt, c v - Roofing ei l S - ( ra° Slab Final ( (LJ 2 -t Y , . - 'Top Out and Tub$ Rough it Fixtures T Contractor A( ,- 4 13 .- r �� so,-) Lot c Block Subdivision : it( co: yt� %'�3 tf , Address N 0 TICE' All Sub Contractors Must Obtain LICENSES and PERMITS Before Work is Started. No Work on Sunday Final Serv. NOTICE -T Q,WLU K1It! This Card and Return To Rui1ding Oeparftnent For Certificate, of Occupancy A /c cep0. uhir , moogL Toms AacT ''.2, CARRIs R 3 Gkoo6 ..t3oh )60 y4 0, Aig PArvoLeR Main/. I0N5 CARRIER L iovu 004 $.60 -4EATep Nick Pot- tau. s er: CARIVOR #01 1s alf h l 40 COND. ONiT Zox VmL 300,PtA a.coc.FM i6x6 vML 8E0 RooM 0 1 FAril Lie Re)OrA 75 ef:frt 3oocrA • I C . /Ns T . f . ,400/c . 144 o /2,e /voT ro ScA,4, At HAnneR A41x 0 o isEo Room 2. MASCEML 13() crfr1 • C ux$4 routin0 QM NQ. Isiniott citi.p.raiht arK: wood.. FG,l4G`- S.00 GC)klc, PQ.1V L1. L i � SNUWN THUSLY :'� LATIVE T O THE NATIONAL '1 !' 'frRT!CA$: iM OF. 1023 " yr -our PAR: 'Parcel "A "; All of Lot 6 and Lot 7, less and except that portion of Lot 7 described as follows: ` ., Begin 18.89 feet Southwesterly of the Northwesterly corner of said Lot 7; thence continue Southwesterly 31.11 feet; thence Southeasterly 130.00 feet; thence Northeasterly 26,17 feet; thence Northwesterly 129.91 feet to the Point of.Beginning; all of the above lying and being in Block 77, Miami Shores $ection No. 3, as recorded in Plat Book 10, at page 37, of the Public Records of Dade County, Florida. 'PARENT TRACT: Lots 5, 6 and 7, less a portion of Lot 7 described as follows: Begin 18,89 feet Southwesterly of the Northwesterly corner of Lot 7; thence continue Southwesterly 31.11 feet; thence Southeasterly 130.00 feet; thence Northeasterly 26.17 feet; thence Northwesterly 129.91 feet to the Point of Beginning, Block 77, Miami Shores Section No. 3, as recorded in Plat Book 10 at page 37 of the Public Records of Dade County, Florida. OWNER OF CUT-OUT PARCEL (PAPCEL "A " ) : Mr. William Cox, 948 N.E. 97th Street, Miami Shores, Florida WhT. OF PALANM OF PAREW TRACT (PARCEL "A") : Mr. William Cox, 948 N.E. 97th Street, Miami Shores, Florida - PRESENT ZONE: R -20 PROPOSED ZONE: R-20 PROPOSED USE OF PROPER1': Single Family Residence ACREAGE: NET: o• 2Q4 /lc G SS: 0.353,4c, 1 CERTIFICATION: We hereby certify that the attached "SKETCH OF SURVEY FOR WAIVER OF PLAT" of the above described property is true and correct to the best of our knowledge and belief as recently surveyed under our direction. DONALD W. McINrOSH ASSOCIATES, INC. e al •: mes W. Leavy, Vice / -sident p rofessional Land •5 eyor State of Florida Rt.. No. 2094 e\-e. WAIVER' SEC Co S , 260G . .. O At, ,cINtTOSH A socrAr s I c ENG' . teAs } Y • P1A 1t�Efi . , SURVEYOR 1'6101'1.4.W s1 f 3I4ESV MIAMI SHOO* ?Imo& ii3E- e3 ) /54-0 Type of Roofing 2 x 4 Top , Chord 2 x 6 Top Chord Heavy 2'- 6" 3'- 6" Light 3'- 0" 4'- 0" copyright 1967 «n- N 3 . c, OF ' F, o A. ''o,p �I CAROL 1 SANFORD FT. L6'JDERDALE (> V FLORIDA ;` RED 4 G SANFORD 600-C PLATES me 20 gauge galvanized steel unless 18 gauge is specified, and shall be applied to both fogies of truss at each joint. Plates shall Le located symmetrical about joints, un- less placements ore indicated by Ludes (ol or a dimensioned. CUTTING AND PA/LOCATION shall be occomplished using equipment which will produce snug - fining joints and p u ei e AlL SPANS are board on "amino/ e" bearing widths o,d may Le inc.eased by as much as nnn nol 6' bearing. DESIGN STANDARDS conform with the opplic ab!e provisions o f the' No- ol Design Specifications" and "Light Metal Connected Wood 1rus,es" (Truss Plate Institute). f1ELD BRACING is not the responsibility of the designer, plot. ma■utoctu,er nee t rsbncator. Pees s .Jetting trusses ae cautioned to seek professional advice in regard to the erection b,x- ing,which is always fequired to pie.ent toppling and 'dominoing" during erection, old permanent bracing which may be equhed in speciRc applications. Trusses shall be men td in a plrnb and ,troi gist position. MINIMUM (UMBER GRADES ore specified. Lumue, of the sane or greater mess values may be substituted. CAMBER specified is for namol conditions of service and fabri- cation; it may be inaeosed or reduced CO I Fa architect and /or fabricator's option. Tn■ses should be handled with core during fabrication, shipping and section, to pae.ent domoge. 1/8" x 1" Strop Anchor bent over top chord of truss. Nail with three 16d nails. (typical) 2x4or2x6toa 2x3or2x4 chord of truss 2x 4 36" to 48" (2) 2 x 3 e 2 x 4 or 2 x 6 top chord of truss LUMBER: Max. Overall Spans Concrete tie beam (typical) Chord DETAIL OF SOFFIT OVERHANG, 2.5/12 PITCH AND OVER 2 x 4 ledger (Required when length of overhung exceeds values on table) bolted to tie beam with 1/2" $' bolts 4' -0" o.c., connect return to ledger with one Sanford Framing Anchor. (by builder) Btm. LUMBER• Max. Chord Overall Spans 2x3 f M Moo ` = FICgT eR�i t 1 .1 7174 I r r g r 1 e * ' * .. STMC ' � i 14 /EREO °'' LUMBER: 1500 f Industrial Douglas Fir 1500 f Industrial Western Hemlock or No. 1 Southern Pine 24' to 36" 2x3 - 1x6 1 / clearest 12" to 24" 2 . 3 - 1/4" ctearanc up to 12" Chord Cho Min. 2 x 4 Ptote (typical) (by builder) 2 x 4 or 2 x 6 top chord of truss keeememee 0-5 Z N Q = � - m. 1 z 0 D "r1 f0 J DESIGN LOADING ROOF 45 PSF CEILING 10 PSF TOTAL 55 PSF 33.3 7. UNIT STRESS INCREASE SANFORD 600 -C PLATES SANFCID METAL CONNECTOR PLATES ARE E0 GAUGE 941./041ZED STEEL UNLESS N GAUGE D SPECIFIED AND SHALL IF *MILD TO BOTH FACES OF TRUSS AT EACH 101NI. PLATES SHALL SE LOC*110 SYMME11KAL1Y A10UI 101NIS UNLESS PI ACEAAENIS ALL INCKAIED 1Y C11Ca5 p1 OR AS DIMENSIONED. CUTTING AND IAL1CA7ION SHALL II ACCOMPLISHED USING EQUIP- MINI WHICH WLL PRODUCE SNUG -FITTING 101NES AND FLAILS, OVERALL SPANS All TAMED ON NOMINAL /-INCH REARING WIDTHS AND MAY It DECEASED IY AS MUCH AS 1- INCHES WITH NOMINAL 1 - INCH DEALINGS. DESIGN SI/INCA/OS CONFORM MTH IH1 NATIONAL DESIGN SPECIEKAIIOM AND LIGHT WIPE CONNECTED 20000 IEUSSES DROSS PLATE INSTITUTE). FIELD BRACING IS NOI 1111 RESPONSI /LDY OF THE DE51GNE0,PLAIE MANUO•CTU111, 01 TOUS5 FARM - CA101. PERSONS. ERECTING 110155E1 AIL CAUTIONED TO 52110 POEESS10 NM AD, ICI IN RE GARD 10 ERECTION BRACING WHICH D ALWAYS MOWED 10 PEVEN1 TOPPLING AND DOMINOING 0U11NG LIEC1(0N, AND PERMANENT SPACING WHICH MAY E 11001100 IN 5PECIE< APPLICA• TIONS 111105E5 SHALL E ERECTED IN A PLUMB AND 51RAIGH1 P05I110N. MINIMUM L GRADES ARE SPECIE ID. CAM111 SPECIFIED 15 F0l NCIMAl CUNDI710N5 OF SLAVIC! AND 1A611I • CATION. 11 MAY E INCIR ASCO 00IE0UCED A11H0 *1(2111141006121(12(1101301220,0 HO*EV10, ANY DAMAGE IIISLA ZING r 110 SOCH INCREASE CI100UCIION SHALL 6114 15PCN11• 1LIIY OF THE AEH71ECT OR T•I1H'CA701 MAO ING SUCH CHANGE !RUSSF5SHOULD E HANDLED pearl CAE DUIHIG f ABlCMION, SHIPPING, AND 111C1ION 10 411212211 04AAGE THE ULA01NC1 AN0 SPEC If 'CANONS CONTAINED IN THIS DESIGN HAVE 1EEN. PILPA10D IN ACCCID.ANCI NI1H S1ANCAAD ENGINEERING FL5C11(15. ANY LMAAGES ROLA11NG I TCH 12100 RUC USE t51H1 RESPONSIBILITY Of THE FABRICATOR, WH0 ASSUMES 1.)11 M11617 1H161f011 LICENSOR Ex. F(E>S*Y DISCLAIMS ANY LESPCNSOILIIY Of HAIL 111108 DESIGNS AND SPECIE 'CATIONS FLAN. ISHEC IT 14 FAM<AIC 6 PL*SCAN7 10 FALA1Y C 6 INCOl106' CAI• 5L'IM1172D IY THE IA1ll • . CA106. FU67HEIMORE, lnhIKA7OI IS HE1066 ADY1551) OP 75 101PON516LIIY 101115 PLANS AND OF OS CON7INUINO RESPONSIBILITY 10 Ali 1 DIA'WINGS AND SPECIE 'CATIONS fUANISH• 40 BY T4 LIC1NSOl AGAINST IABIKA1011 OWN PLANS 10 MARE COCAIN THAI IN FUINISHLD SPEC If ICA7101 CONFORM 10 115 PLANS. *NY DDC11PANCLS 5HOlAD E IMA#FD(A1ELY NOUGHT , IN 01171NG. f0 THE lKEN50R1 AND FNIKA1011 *ITFN7ION ROOT! IAUK AIICN FC1 NFCESSARY REVISIONS ACCEPT/ILI 10 THE ENGINEER AND /GA *001111(1 C0I{EWFD. 1 -5/8' 2X4 TOP CHORD 34 ' -10" 33 ' -5 ' 33 ' -9 • 32 '-2 " 31 ' -9 • 29' -3 ' 26' -9 • 23' -6 • 35' -1 • 32' -B • LUMBER SPECIES ON.SEL.STR.K.O. S0. PINE ALLOW. UNIT STRESSES F8 (PSI) F T (PS 1 l FC (PSI) 2650 1550 2150 2250 1350 1850 2250 1300 1700 1900 1100 1450 1850 1050 1350 1550 925 1150 1350 750 975 1050 600 825 2450 1450 1850 2100 1250 1600 32' - 9 ' 27' -7 • 25' -1 ' LUMBER 2X4 8TM CHORO 35' -1 • 35' -1 35' -1 35' -1 • 35' -1 " 33' -10" 29' -l0' 25' -3 35' -1 35' -1 • SEL. STR. K.O. S0. PINE N0.1 DENSE K.O. SO. PiNE N0. 1 K.O. SOUTHERN PINE N0.2 DENSE K.O. S0. PINE N0. 2 K.O. M.G. SO. PINE N0. 2 K.D. SOUTHERN PINE 35' -I 35' -I 35' -1 • 31' -2 30' -3 ' 32' -1 ' 28' -10' N0.3 DENSE K.D. 50. PINE ON.SEL.STR. DRY SO. PINE SEL. STR. ORY SO. PINE N0.1 DENSE ORY SO. PINE N0. 1 DRY SOUTHERN PINE N0.2 DENSE ORY S0. PINE N0. 2 DRY M.G. S0. PINE N0. 2 ORY SOUTHERN PINE 2050 1200 1450 1 -1/2' 2X4 TOP CHORO 32'- 8 • 31' -3 ' 31' -7 30' -2 29' -10" 27' -0 " 24' -7 21' -8 • 31'-10• 30' -6 • 30 - 8 • 28' -8 27' -l0' 1750 1000 1250 1700 1000 1150 25' -5 ' 23' -I LUMBER 2X4 ern CHORD 35' -1 ' 35' -1 • 35' -1 35' -1 34' -3 31' -0 " 27' -3 • 23' -0 • 35' -1 ' 35' -1 35' -1 • 33' -I • 32' -l0' 29' -4 26' -3 • 1450 850 1000 1250 725 850 DESIGN FOR TRUSS 35'- 1" OVERALL SPAN SPACED 2'- 0" ON CENTER RECOMMENDED CAMBER: 1/8 PER 8'- 0" OF TRUSS SPAN NOTE: DO NOT COMBINE TYPE A & TYPE B SPLICES IN SAME TRUSS. IF NECESSARY, TWO TYPE A SPLICES MAY BE USED. 5 x 4 s SYMMETRICAL ABOUT CL EXCEPT AS NOTED 0E510 CRITERIAI 1970 TPi Span - 1 14-2-1/r 35'- 2" 3.5x 5 2.5 x 4 28' -8 3x SPLICE TYPE B NOTE: WEB MEMBERS TO BE 2X4 NO. 3 DOUGLAS FIR OR SOUTHERN PINE OR 2X3 NO. 2 DOUGLAS FIR OR SOUTHERN PINE EXCEPT AS NOTED. NOTE: FIFTEEN PERCENT INCREASE TAKEN ON FB FOR REPETITIVE MEMBER USE, TOP C11O11O SPLICES LONL0 DOC ISLLSBPEO 1N LRCM CIl0110) /81'6, 1 /8N 5x4 It 4.00 Sport Plate 35' -1 5x5 26' -8 5x4 SPLICE TYPE A e -1 C -2 0 R -1 0 -3 0 -4415. -3000. 4100. 2792• 777. 34'- 5' CLEAR SPAN 1 -2 = 2 - 3 -e24. 1150• Span Plate 35 1" 2.5 x 9 33'- 8" 2.5 x 8 29'- 8" 2.5 x 7 24'- 8" 2.5 x 6 20'- 8" 2,5 x 5 Equal Areas PAGE 12 -41 ( /J Cf) C RECOMMENDED CANTILEVER END CAMBER Comber Up Cont. End 1/4" Over 3' -0" To 5' -0" 3/8" Over 5' -0" To 7' -0" 1/2" Over 7' -0" yaY, x14 1`V' 9 siNe,LUYI. Py.l.t5. g pl.ed w b lx ' al u,,. o ac, ,oia Sanl.as L.. n . 7' '• 9.rlc•a ;:rl{ w• 'B exec lea , • p a p14. r ` l o. n < liy w dint e U A.' an •r9 i l' u d. J.JW'aumer Ir y r.- • a•. w -,. +. a n nee: 1' If M •'1!1• Clyr :a- m 1,ec , .'. .e.+•.. xr.c. n „ru, 1AP, ap,un l_r..yS� .' 1- ' "0; lh,X'ruu Iv. 9e... cr9 a wra•d.& "9I .,c1. .Aura brucea a ,nrtr. .r +, ..... 1 - 1 11,0 WRAC2NCy le not O. ,,w,,,,.bll'ny of rl,, OeYl99ey, poor onuloc .0 Pe. in9 r . " . nned to eh proleuia�a 'a' ce ■. ,e,4» to ., . .v„ ,r9N'S ro pre.enr rupplin9 end 'dwn:neiy' u,irgr - e. tnee.9 ma, be .eu •ed n ail < ayplicat an ir„,.n„ 11 L. c.o. , ena 9,019,N91 1 9 yx 0.11 w 9and09 +• A , get damp latexar o . , [y a nt r a da•.,+y<, f!II11le, 0(I0 e9 xanr • A +`1! produce.n.94.9.9 ;. ne ylelr,. 1iYEk-9 S(Afys e9 mac e •.a . iy +.drb ond , Le i X ' ,nal . 9 C a I`1 \IS v S`A 41,,4 ca,ler. - n rAe yyl,cabl. pra.i. a �1” + ' NOl„na D..'y car,a„ 91d ,' Mord Plate C4,,.sc,ed Wool l■we. llruu Plate In "itar.). 1.1 • PLIAS& 9<AD: 7'u 2,* , and µ.eeili<arinu cenroined ,a rhiy dre +i•y ha.. Lao, y etwee 1 data yra. b, and .noaid onl W ,nod in ,enj u,• I .+9114. Any „ r u sy e ,.rn „ a a a, y con I I ,tech e,wu•h tie.d ed u.. i. w,h 4, 91 tX lyll 1,11o, e.p,ruty d X,1999. any ed r, el 1 ao 1,1, Ia u < Wec•I c it pun o laalry a e l.u, aor � 4* e , le< „ •edair,e,par.i t9lit pleas ena a , . .,y ,,.pan..t.I ay „l men,. and ttecificalions 1,1 a 1, N, I uto . n ,n94. • 1.rni.hed d.99. cite enlnrm o lao • � An, d,,,,eyw , a"o•<Id 14 ,mmed,olely brw.yld , +„ . Li, a cr Lelo elob,,,,, ,n l ne,.. , wu .,., .epreSS. to t!" xxiesr et areho e a l <te n.d, CANTILEVER DETAILS TO L/4 FOR 35' - 2" OVERALL SPANS - 4/12 PITCH - SPACED 2' - 0" O /C. FOR USE IN CONJUNCTION WITH MANUAL PAGES 11-41, 11 -43, 12-41, 12 -43, 14-41, 14 -43, 19-41 819-43 NOTE: FOR REMAINDER OF TRUSS, PLATES AND LUMBER, REFER TO MANUAL PAGES INDICATED ABOVE. NOTE: ALL PLATES TO BE 20 GA. 600 - CL, UNLESS OTHERWISE SHOWN. 6x5 2x6T.C.. . 5x5 2x4T.C.. . 2 -1/2" See Monlnl 12 Manual - -- 5x 6 12 12 12 3 x 5 Splice 12 3x 5Splice 1 1' E NO. 1( - 2P /7 - 4 - 55 :c 'RIGHT 1973 5x 6NoSplice 6 x 6 Splice 12 4 See Manual 6 x 6Splice with 2x4 T.C. 7 x 6 Splice with 2 x 6 T.C. \ 1 x 4 continuous lateral column ��� bracing attached with (2) 8d nails \ �_ each member.(typical) \ 2.5x8 _2x6T.C. n9 3x5 L/4 ally 6 x lO Splice with 2 x 4 T.C. 0 3x 6NoSplice 5x 6Splice 1 x 4 continuous lateral column bracing attached with (2) 8d rails each member. (typical) 2 -1 / 1/5 to L/4 • 7 x lO Splice with 2x6 T.C. 10 2 -I/2te 12 2.5x8 3.5x10'� \ SANFO Over 2'- 0" to L[5 1 \ 2'- 0" Max. 2'- 0" MUSS 2 x 4 T.C. 2x6T.C. 2x4T.C. 117 117/ 395 /G 17�• 395/ !j 3874 1804/ DESIGN LOADING: TOP CHORD IIVE 30 PSF TOP CHORD DEAD 15 PSF BOTTOM CHORD DEAD 10 PSF TOTAL DESIGN LOAD 55 PSF NOTE: 33.3% UNIT STRESS INCREASE 2 x 6 T.C. 2x4T.C. 3.5x 14 x 791/ 791/ g I e 395 • O 2110/T � 6887T 234 26'- 4 -1/2" 791 / /// 55 /C ��t 7p 615 2110'FC 146 117/ 871 7911 1116 1C 791 1 ..1410 460# 2649 O I 1227 5100C 20571-C"- � v 234/ 164/ �117/ 701 L 28'- 1- 10/16" 7'- 6/16" 1395 2692 7911 _6204 791/ yc 234/ 33'- 2" Appropriote Monuol Plate 2'- 0" Max • 6' Use Manual Sheets From 6" jo l'-3" Use 2x4 Wedge From 1' -3" p 1' - 10" Use 2x6 Wedge 791/ 8'- 9- 112_ 2872/ 791/ 3004 615/ ?010 615/ 69# 2452 1 3115/T 214/ 11 7° 20/ 1906t 211 2284 _ _ SHEET N,i. CANT. 41-43 GATE FEBRUARY 1973 Light Roofing Heavy Roofing Sheet Metal, Slate, Tile, Asphalt shingles, etc . etc. GABLE END SHOWING DETAILS OF VENTS. All lumber to be 2 x 4 No. 1 Southern Pine or 1500 f Industrial Douglas Fir. Note: All plates to be 20 go. 600-CL unless otherwise shown. All vertical members 2 x 3 or 2 x 4 spaced 2' -0" o.c. (typical)/ -4 16d rails 'O 7' - 8 -3/8" max. x 4 5x4 5x4 3x5 Vent , as required. 2x4 lateral brace req'C when leng6 of vertical members exceeds 16' - 6 ". { 5x4x4 --2 x 3 (typical) 2 x 3 (typical) Biotic by Others (typ e ) �2 x 3 (typical) 0 \� Bottom Overall Truss Span TANKED TRUSS CONtKTOR MARS, ,bled 1. 1d. I.c.r .r rv. r ..r.r 1.14, 4.11 he .ilr.t SIISAIDIrTe-Maret r T+i41DFC 6.4-MM ", 1! r 70 p. lira rail 4 located p.. j.lr., .nlr pier rl.c.•..i r. Wk.. 4 circles r bl.ral.r., MRY. .alb, ( NOT laUlllD afro Orr r. per/ 1... 1.11 ie.a.f r.a .hl4 41 ....r. c4.pd 4 1 h11 4 t.s' 4'r V.A. .f.. 4...4 ISO N...rr p/»' I..d; 0.003• Ilaneeer, I. 4.r 41110 M.4 T-.rll r •_4 ..1.4 .all rids OMNI. bed. MINIMUM U.trr[t rilADtq •. palfi.d. l..dr .4 lr seer r r.... err aloes mg 4 .4rUr.1.4. .p..1414 41 Ir .r.rl ,.dltio...f woke .d 4LS.r.q 41 M S.r...4 r , .ucd r 44 erchlre Mier leirta.r't option. 144.4 Imagist_ T. Qra. Tab rv. d 4.. Lo*. itentilasisop Ili q dare Loo./ at lesernillt .;r er.olim7 2 x 6 min. Outlooker Goble End (Heavy, 2' -6" to 3' -6" max.foofiny 3 ' -0" to 4' -0" max. fight roofing) a /x4 m;n. 0 tTOo 2x4 lateral brace as req'd. I 2' -6" maximum C . Raofinl) 3' -0" maximum (lightroofing) End Wall 41 ID ARCING it M llr ,..pan.Kl Illy at Er Orion., p .e..wtoc*.r na tr. Wier . M... .ryd k vo corker' to pn.f.r4.ri .41a . ,..4 . Ed motive 4...4., .rlcr b .ra ••♦flreE r p•.••r Repay .d'4rl..ME• 44th ..thn, and pr.r..rr 6scl.r ..I.Sd..rp 4 .■d 4 specific opplic r1.r. Tarr 4611 4 retied i.. pk.. .d 4a1.1t p..p4n. MAND NS0. T.. hll Re hulled .414 case brim 46ric.r4n, 41,p1, .d r c+4n, . pa... /... JrT UNa AND IFERKATlON shell 4....pfl4.4 uans .rr(p..ent .4446 .111 ,robot. ..-I41* Sainte .4 044. DRF4CrSMM ere 1..d .r n..bn.l 4 4r{m Iel...d try 4 ..r..b Ie 1p . .d . ■ r with n.er T..1 41 4.im. 61SIGN STANDARDS ......he Er .pplk.. wo.44. .1 the 'Nr1..l Dore Spee IRc4iar• .d • fib Tt..7}{ weer Tr.r.• (Tre.. r1.e rvliA.l. c Sanford Framing Anchor! (one req'd. for single outlooker; two req'd. for double outlookers) 2x4 lateral brace as req'd. 4' -0" to'6' -0" 2x4 at 2' -0" o.c, or 16" o.c. Nailer Furring strip; or loth ro Gable I 2x4 of 2' -0" o.c. End End Wall Sheothing -.. 16d nails Goble End 2' -0" J Sanford Framing Anchor nailer ( ` -1x3 continuous at 2` -0• o.c. Trusses �2 spaced of 2' -0" o.c. Furring strips or Toth Sheathing TYPICAL SECTIONS SHOWING OVERHANG WITH OUTLOOKERS r 9 Ch V / cr N S 1.5 x 4 5 x 7 NOTE: ALL PLATES TO BE 20 GA. 600-CL, UNLESS OTHERWISE SHOWN. 2' 7- 8/15' 5x 10 5 : 6 1.5 x 3 1.5 x 3 061164 ET.AN09425 CGNF645 6ITN THE FPPLICA3LE PRCYI£105 OF THE NATIONAL DESIGN EPECIFICRT10N6 A00 LIGHT rETAL PLATE CONNECTED 4000 TRUSSES IIRU5S PLATE 58551TUT6) 1$4 2334 { A 0 FILLER BLOCK r (T1'P.) 3.5 x 4 3.5 x 4 2' 6- 12/15' 3.5 x 4 DESIGN LCROING NOTE. 0.0 z UNIT STRESS INC. TOP C-CR0 LIVE 40.0 PSF riNlt!Ut LUM9ER SPEC :1:260103 FOR 1 -1/2 LUMBER fT 16 fC TOP CH0R0 MAO 10.0 PST TOP Co;RC 204 30.: CEN5E 0.0. 50. PINE 1050 1850 1350 820005 Cn0R0 MAO 10.0 PSF 800TOn C3CR0 204 NO.3 C6NSE K.O. 50. 41HE 1050 1850 1350 TOTAL 065155 LOAD 60.0 06F WEBS 204 N0. 2 K.O. SOUTHERN PINE 750 1350 975 2$3 SPLICE 3.5 x 6 3 x 4 3 x 4 1�1 3 x 4 FORCE TABLE TOP DOT • 00AG YLRT A -0 s -2924 9-0 s 0 A -C s 3733 A -9 s 13 0 -0 s -6506 C -E s 5815 C -0 s -3631 0 -E s 568 F -1 s - 7582 E -G s 5815 0 -9 a 1718 F -G s -1005 1 -14 s.- 9235 0 = 6506 F -4 s 1373 L -M s 162 K -L 4 -10254 11-0 s 8560 H -1 s .1274 N -0 s -78 L -N 4 -10051 J -M s 9843 1 -J s 878 8 -N d 13 N -P 4 -10051 M -0 s 10254 J -K s -793 P -R s -8238 0-0 s 9478 K -M s 517 R -T s -5530 0 -S s 7063 L -0 s -338 T -51 a -2040 S -U s 3937 0 -P s 1003 0 -N s -0 P -0 s -1535 0 -R s 1805 R -5 s •1996 5 -T s 2074 T -U s -2463 U -11 s 2604 WIDTH OF HEADER BEAM PLUS 1" JuIsr OVE f;l L RECOMMENCED C0M9ER AT 510 -5PA4 5/8" 3x4 3.5 x 4 3.5 : 6 2' 6' 1' 3- 12/55' - 8/:6" 2 /l6 2 6• 2 x -- READER AT STAIRCASE (TYPICAL 2 PLACES) J 6 x 7 1.5 x 3 ri 3 x 4 3.5 x 4 SPLICE 3.5 x 6 3.5 x 7 - .. _ 1/2" TOLERA3 8 3.5x8 63.5.3 1.5 x 3 A, 2 6' *_ 2 8- 12/16• r3-12/i61. I ALTERNATE TOP CHORD BEARING DETAIL O L� 0C g 00 • 3 O A IJ N 6. AY 6- VO • w • o - 7 L z o L cc 2 • ,4 C4 U/ CC b E4 z � c5 W O r I! SANF020 SPAN JOIST SYSTEM . .. . . - -- - -- JOB N'U"lBER J -730A INITIALS X.O. DATE 120EC73 TITLE r,PI 1 - 0 8 LWN'PER FLAT FT F3 FC LOADING PSF FT IN 16 TOP_ _2X..4_- !v0.2_D =.NSF !K>2.._S.1._2.L.1° 1'050- 1550.__1350 ICP LiVE_40.'0 __ CPLC_S.PAN- 13 --6-Q OOT 2X 4 N0.2 DENSE K.D. 50. PINE 1050 1850 1350 DEAD 10.0 DIAG 2X 4 NO. 2 K.D. SOUTHERN PINE 750 1350 975 CEILING DEAD 10.0 DEPTH PLOT 1 2 0 L. VERT 2X_4 Q. 2_1Ss2.- 521LT ='EL.N PINE 750 135x_975 To/1)L_ &Q.2. REARL 0 LFFT A 12 BEARING RIGHT 0 8 12 NUNBER CF CHORDS YIELD CF METAL STRESS INCRE PLYWOOD 0 IN. THICK SPACING 2 0 0 TOP = 1 SLRLP W 55_ =H 0.000 0VcRALL_SPAN -20 0 ROT = 1 'WEBS =H ISFG = V • __PANEL NO. 1 2 3 4 1 6 8 _9 10 11. 12_ 13 14 7A:EL_ IN 16 I.N 16 IN 16 IN 16 If: 16 I": 15 IN 16 IN 15 5_N 16 IN 16 IN 16 IN 16 IN 16 IN 16 LENGTH 15 12 15 12 5 8 15 12 15 0 15 0 15 0 15 12 9 8 3 12 15 0 15 0 15 0 15 0 PA.:VEL_9_Te._LQPD5 _ TCP 131 0 154 151 0 253 0 190 105 76 161 0 249 0 253 SOT 13 26 567 557 38 0 50 0 433 477 0 44 0 49 0 REACTIONS 2454 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C gORCES 7OP - 29.23, - 2921, 8 L0 . - 75 0 1._ - 7531. - 4235. - 9235 - .- 1021 `3.. - 12050. - 100501_ -fl 2.4.5.. 8295._;5529._-55.21._____ FOT O. 5914. 5914. 6506. 9560• 8560. 9849. 9949. 10253. 9475. 9475. 7C63. 7063. 3936. (^ DIAG 3732. -3690. 1717. 1373. +1273. 879. -799. 516. -335. 1002. -1535. 1605. -1995. 2073. • VF,RT 13• -0�_ 557. +1004. -0. 0. -0. 0. 162. -76. 0, 0.- 0. 0, - O. r PANEL 9ENDI'+G UNIF.LOAD SECT BEND ATOP AXIAL CSI NE''!3ERS "AX PANEL 9 15.75 8.33 _ _1.31 0.03_ 5!.25 0• - - -- o .is 7 'AX PANEL C0'4 8 15.75 9.33 1.31 0.03 5.25 ' 0.72 0.75 i AREA PLY: ;COD = 0.000 `'0'` ENT COEF. = 14.0 N1 JTe AXIS 7.00 7,00 7.00 7.00 7.00 7 7.00 7.00 7.00 7 1_20 7.00 Z.Oo _ 7.70 7.00_ F1(CE C0U =LE 12.50 12.50 12.50 12.50 12.50 12.50 12.50 12.50 12.50 12.50 12.50 12.50 12.50 12.50 r &). OF INER. 412 412 412 412 412 412 412 412 412 412 412 412 412 412 STEEL 1.50 IN. F3 . F3 F3 FB F3 F3 03 F3 08 FB 03 F3 03 Fb C' STRIPS 00 00 00 00 00 00 ' 00 (.0 00 0S 00 00 00 00 TYPE CF ,iE05 ::71 XW X ' X.N X'W A'w NX p'.r n,ti X'd X04 kA A '*NITS 9Y PANEL r PA ^;EL NUM. 1 2' 3• 4 5 6 7 8 9 10 11 12 13 14 1 OACK 0 0 .. 0 0 0 0 0 0 0 9 9 FPONT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C C ?055 - SECTIONAL AREAS AT 5.250 5.250 5.250 5.250 5.250 5.250 5.250 5.250 5.250 5.25C 5.250 5,25_0 5.25 3x Ail 5.250 5.250 5.250 5.250 5.250 5.250 5.250 5.250 5.250 5.250 5.250 5.25 5.250 5.25J r A7 5.250 5.250 5.250 AV 5.250i "e 5.250 5.250 " 5.250 5.25C 5,250 5.250 * * ** 5.250 5.250 5.250 ..250 5.25J FORCES FOR UNIT LOAD TOP -0.617 -0.617 -1.430 -2.057 - 2.!)57 -3.243 -3.243 449 -4.060 4.050 -3..91 -3.091 -1.857 -1.367 µ0T 0.000 1.234 1.234 - 1.450_ 2.555 2.655 3.330 3.930.._4.4433.703 3.703 2.479 _ 2.479 1.2J4 D1A; 0.799 - 0.789 0.535 0.739 765 0.7'•5 +0.755 0.783 -0.640 0.'22 -0.795 0. VERT ._.. F. =1.30 DEFLECTION = 0•430TCP 0.432507 0.241DIA0. 0.000VERT, 0.9C5TOTAL • 0 DEFEC = 0.9::55 DEFL = 0.6036 0003 = 0.3019 L/240 = 0.9270 L/350 = 0.5180 SHEET NO. WJ -0115 1 i ,� I S .r MICA 5TAHCAR05 COHFC4n VITH THE APPLICABLE FRCY16104 Cr THE HA110RAL MICA 6PEC1f10NT10N8 AH0 LIGHT PETAL PLATE CORNLCTE0 4000 TRUSSES 1TRU0S PLATE 1461117TE1 t 14 4 4 364 0 F G 8 C F H 13 13 (3 TO NOTE: ALL PLATES TO BE 20 GA. 600 -CL, UNLESS OTHERWISE SHOWN. 3x4 DESIGN LCAOING TOP CnCRO L1YE 40.0 F8F TOP CH7R0 0E140 10.0 PSF 80TT08 CN3R0 MAO 10.0 P&F TOTRL 016104 L0R0 60.0 PSF FORCE TABLE TOP 807 21AG IERT A-0 . -443 6-C . 0 6-C . 565 A-8 : 13 0 -E > -967 C -F . 818 C-0 . -488 E-F . -89 E-G . -967 F -H . 967 0 -F . 191 CrH . -89 G-I : -987 H - x 818 E -H : -0 K-4. = 13 I -K 4 -443 .1-1 -0 H -I . 191 1 -J = -488 J -x . sss 1. 1.5x3 3x4 2.5 2.5 44`2/75• 2' 6 12/16' 2.5x4 JOIST OVA— :ALL 1.5x3 43764 0.0 0. 3417 5":153 INC. PIN; - LUn8ER SFET.`ICRTIGN FOR 1 -1/2 LU88ER fT F8 fC 30P .iO40 2 %4 4x7.2 CEN5E K.O. 50. FINE 1050 1850 1350 331' :4 CHORD 204 NC.2 DENSE K.O. 50. PINE 1050 1850 1350 :+155 2 %4 N0. 2 K.C. 3911THERN PINE 750 1350 975 1.5x3 1.5x4 14 3x4 4, I 3 12/IS'S,6/1 1' = 12/16' , 2' 6 12/16' RECOh4640E0 CTihBER AT hl2 -SPAS 1/4' 3x 5x 364 1 ALTERNATE BE.412ING DETAIL 3 x 4 4 1.5 x 3 1-a J C I CID (' SANFCRD SPAN JOIST SYSTEM Jnm \UY!'r? J- 77n-t_ _ _ INITIALS - K 1---- DATE 12DCC71 TITLE - "'PI :F A.:TIC \5 '497 T CT' J 7 - ' 0 - 42a .7 CFS STEEL I450 I^.. - fl f• F3 - FF . F3 F3 STPI °5 00 soo 00 00 09 - 00 TYPE OF , :E ?5 X'A' 'iX WW X' Xn' w '' \ITS 9r-PANEL r PANEL NUM. 1 2• 3 4 5 6 •7 2 ACK 0 0 0 0 0 0 0 --- F P O A T 0 0 U 0 0 0 U / C:ZOSS•SECTIONAL AREAS AT 5.250 5.259 5.250 5.250 5.250 -5.250 5.250 Al 5 250 - - - 5. 250 - - 5 50 - 9 2505:25,? 5;257 - 5.250 AD 5.250 5.250 5.250 *. * * * ** 5.250 5.25C 5.250 AV 5.250 * * * * * * * *. * *;` 5.250 5.250*- * * * * * * * * * * ** 5.250 E07C95 FOR VNtT L ^A7'- ' 702 -0.665 -0.665 -1.953 -1.755 -1.756 - 0.594 - 0.534 P ^T 0.000 1.29? 1.299 1.963 1.161 1.161 -0.000 DIA - 0 ..47 - 0 c ''.49 = ;`.515 "0.759"-0.737 0.759 VFOT -0.527 -0.000 .'.:00 Q.472 0.000 .vCU 0.000 -0.472 =1 DEFLECTIC': = C:f:O3TO? *rOJ7 ?OT J. C4pIAG: = 0.090VEZT4 - ::020T0TAt (:EFEC 0.0205 DFFL = 0.0135 GEED = 0.0063 L/240 = 0.410. L/360 = 0.2736 SHEET NO. US -0114 1 0 a L! VPFP FLAT • FT FA FC LOADING PSF FT IN 16 7C 2 2 X 4 ":1.2 Dr \SF K.O. 50. PINE 1050 1950 1350 TOP LIVE 40.0 CALL SPA ' v A 2 POT 2X 4 - __N^/7 0!NSF S0 PI E -- - 1050 - 1250_ -- CEA0 DIA 2X 4 N0. 2 K.0. SOUTHERN NO. SOUTHERN PI':E 750 1350 975 CEILING DEAD 10.0 DEPTH PLOT 1 2 0 ` - 11--s, r2* 2X 4 2 K SOUTHERN PI "'E 750 1350 975 TOTAL 60.0 I 0EARI1G LEFT 4 12 ; FsEA-RIT 7f1.iHT L 8 12 ;U " ^QF? CF CH0 05 MELD SF VE ?AL STRESS 1 ^:CPE PLYWOOD 0 IN. CHICK SPACING 2 0 0 0 ? = 1 S' h; AS'i =N 0.000 OVERALL SPAN 9 4 9 -. 0T = 1 E3S =1T I I PANEL 1C. ' 1 2 3 4 5 5 1 - -- -- 1,A E - - - I •.; 15- I `!- I6 IN I6- ITT IS I' 16 I ` l S I 16 LE`;GTH 15 12 15 C 15 12 5 9 15 12 15 0 15 12 0 'ANE PT. LOADS . Tnn 129 __- 193 - FT 83 - 193 - - - (f -- -b5- 0 Q^' 13 39 0 30 30 0 38 13 " ) T'JP -442. -442. -967. -967. -957. -442. -442. ,. aoT -___._ 0. 317_. 8174, _ _ 967, .817; 817. -0. DIAL 565. -485. 191. -0. 191. - 495. 565. VERT 13. -0. 0. -29. -R8. . 0. 0. 13. 1 PA EL 7E":DI \G UNIF.LOAD SECT FEND ATOP AXIAL CSI rE3E: <5 - "AX PA",EL 3 15.75 9.33 1.31. 0.05 5.25 0.13 0.19 1 -_ "AX PA'7EC_COv - A 15:75 937 1:3I 0.06 ' 5:25 0.13 04. AREA PLY` :090 = 0.000 • CLEF. = 14.0 ') NEUT. AXIS 7.00 7.00 7.00 7.00 7.00 7.00 7.00 - rnTCE CCU^ LE - - I - .50 -- I2 - .50 12 .'30 -- 22:50 I7:5F 12759 - :Z:50 ':. CF 1t•:F?. 412 412 412 412 412 412 412 r ) LUMBER SCHEDULE (SOUTHERN PINE) 2 X 4 TOP CHORD 2 X 4 BOTCHORD DENSE SEL. STR. K. D. 23'- 4" 23'- 4" DENSE SEL. STR. DRY 23'- 4" 23'- 4" SEL STR. K. D. 23'- 4" 23'- 0" N0. 1 DENSE K. D. 23 , 4" 22'- 4" SEL. STR. DRY 23'- 4" 22'- 0" NO. 1 DENSE DRY . 22'- 0" 21'- 8" NO. 1 K. D. 22'- 0" 20' -- 8" S.ANF 0 TOP CHORD BOT CHORD WEBS AB BC CD DE EF 3 -1/2" 1/ 1577# -4044 -5784 -6804 -7182 6 x 7 F O R C E T A B L E ML LK KJ JI IH HG 0 # 2964 5064 6444 7119 7119 1.5x3 5x8 Al. LB BK KC CJ JD 1/4" TYP. 3.5 x R D W 0 0 D 1978# -1806 1405 -1327 937 -859 SPLICE 3.5 x 6 WEBS DI 468# IE -410 SPLICE 3.5 x 7 3.5 x 6 W2x4 J WEB "MEMBERS 2 X 4 NO. 2 DRY SOUTHERN PINE 2'- 6" TYP. PANEL LENGTH MEM tom 411kN • . Ab Nay NAM' "e „ MEM aMII•1111111 x 5 2.5 x ALT. SPL. 3.5 x 8 W3.5 X 4 x 5 SYMMETRICAL ABOUT EXCEPT AS NOTED 2,5x4 2.5 x 4 H 1.5 x;3 2 2" MAX 2 x 6 BRACE S T ge CAMBER TO 5/8" @ MIDSPAN SANFORD Cupprigl t 1973 SANFORD metal connector plates are 20 gauge galvanized steel, unless 18 gauge is specified, and shall be applied to both faces of truss at each joint. Plates shall be located symmetrically"about joints unless otherwise indicated or dimensioned. CUTTING AND FABRICATION shall be accomplished using equipment which will produce snug- fitting joints. ERECTION AND BRACING: Trusses shall be erected in a plumb and straight position. Where no sheathing is applied directly to top chords, they shall be braced at 3' 0" o. c. max. where no rigid ceiling is applied directly to bottbm chords, they shall be braced at 10' 0" o. c. max. HANDLING: Trusses shall be handled with reasonable care during fabrication, shipping and erection to pre- vent damage. LOADING AND DEFLECTION: Trusses are designed for the loading indicated. In cases of heavier or concentrated loads consult Sanford,Truss. Joist is designed to meet the live load deflection of Span /360. For more rigid deflection requirements consult Sanford Truss. 23'- 4" SPAN 14" DEEP 24" 0.C., L O A D I N G FLOOR LIVE & DEAD LOAD 50 PSF CEILING DEAD LOAD 10 PSF TOTAL DESIGN LOAD 60 PSF 0% INCREASE IN ALLOWABLE STRESSES FLOOR JOIST DESIGN CRITERIA TPI & NDS NOVEMBER 14, 1973 SHEET NO. WFJ -1008 PAGE NO. 12 O 0 0 n '1 0 (` n 0 © r : "ITIALS e 7ATF 07`.6V73 FLAT FT FB T'R ?X 6 y+•ctl.ST Si. P! \F 1550 2650 _ _.. 2X 4 ').SEL.ST 53. P F£ 1550 2650 ;3141 2K 4 N3. 2 ;DRY SOUT+FRN PINE 725 1251 , )vERT ` 2X 4 ` ' 2 ' SOUTHERN P I N E 725 1250 ";U " OF C -0 ? ^.c ' ° = 1 nOT z 1 t3A'.EL N0. 1 PA EL I'< 16 ^+, EL 2 T. L0ADS T:a 131, .90T 13 T'') 101 ^.TAG 'VFRT AX PANEL AX aA'.EL CO'a A2EAPLYWOOD = 0. 000 NEUT. AXIS 7.00 412 STrc:o r j (f"T N ST2IP5 TYPE OF :.E35 ),; L 16 1'. 16 1'5 0 rs 00` f1ELC CF vf.TAL .EPS ,!4 2 PANEL 10 3 4 I . •' 16 15 . 15 C 95N01":7, U:IF.LCA5' SECT 12.55 8.33 1.31 10 12.50 8.33" .% T731 "OYENT COEF... 14.0 7. 7 .00 1 7.50 12.2 TL.7 yL 1227... 12... 412 412 412 412 to T-" r a 00 A7 2 0':0L NU''. 1 2. a +.r.. -777T 0 T C ;c;- SECT10 \AL ARIAS AT 5.253 5.250 5.250 5.250 ?'"'. __7.0 7` F FLCC TI'3 _ _ 0 : '∎'T7 TO )E=EC = 0.8435 00 L = 0.5624 Z49 .0 49 ' 0 4 STRESS I7CRE 0.050 49 r ,s "7 CO z ¢0. X" X427 fTTUE FC 2150 2150 850 850 5 ' 6 I,. 16 -13 11 0 15 5 6 7 - v WOOD -JOIST MANUAL PAGE N0. 12 (SAT. N0. W1 -1008) SANFQ SPAN JOIST SYSTEM" WOOD JOIST YANUAL LOADING PSF TOP LIVE 40.0 DEAD 1040 CE1LI13G DEAD 10.0 TOTAL PLYWOOD 0 IN. THICK °_FD . 0.2812 L/240 = 1.1156 L/35•. •.0.7444 FT 1174 16 CALL SPAN 22 4 0 DEPTH PLOT 1 SEARING LEFT 0 BEARING RIGHT 0 S'ACING 2 04ERALL SPAN 23 2 4 4 3 0 0 0 0 0 0 1" 8 9 10 11 12 13 14 IA 16 1 ": 15 I�. 1 I;. 15 1S 15 IN IN 16 IN 16 15 0 15 0 12 8 12 9 15 0 15 0 15 0 15 0 249 0 .177 ' "::15#, 177 0 37 22,' 20 . 22 37 -1577. -:577• - 40'.4. - 40'.4. - 5'/_4. -5784. -8004• -68C4. X71:2. -7112• -5 j1'. -8704. -57.4. -5134 0. 276 295 -.. 506 5 V44. 642747 1119.' '7112..'71.19. .. b , t a�' , . 1978. 11x6 ✓: 1405.;: ,1327. , 937. 859. 465. -41':. 0. $3•' "-410.`'' -859. 937. 13. - 3. <.9• 0. 0. - • 0. . 2,e '10 22. - :• 0.' o . -Fi 00 ❑5NJ 0.02 743E ATOP. 5.25 5.227 7.03 7.35 7.:0 7.50 Tl..'.. 12711 1G•S.. 412 412 410 412 4274 F,f... r. X , .1). r S 10 0 .1 AXIAL 0.53 0.53 7.00 0 249 0 C5I C.65 / r.55 7.0^: 7.00 .4•:. 12•:. I 2•J'0 412 41`2 412 •E 7.50 123 u 4.2 r .. r'Q 0J. v 3 0) "3. o. li 12 13 14 5.250 5.250 5.250 5.257 5.253 5.25E !.,5 5.250 5.255 5.75J 3' .2? 7.2 1. •LT:: 2.2:.5 S•c:. ..L: -. :•La. ..L:. ..22.. 5.c) .•2�T A', .2'J .. . ?'�:1 + )•C:. !..G:;3 ..•LJv • ?1 0.25 5..."' 1 #: :R' " �• G_)f, .l. .. 4444 . . ... .. ... ... ,.... ... .: . ... .. ... .. �_. .f .. G_J ., .. .. .. .. _.. r r 1 05 rr UNIT 107 n 0 " -0.56) -0.553 1.960 =1.360 -3.051 -3.750 - 4.260 - 4 .263 -5.350 -5.350 - '4.250 -4.250 -3..5C ! 3 1.250 1.1.60 2.450 2.45. 3.655 3.01.) 6 .'_ .y ' •. J. .. b0 . :.G'. - C. 01 - :1. 1 1 c • TI 7 .1 0.'"I = . +sl - • _. .1 1 - ..•T.• X771 ,, . 4 .43?1TF:L Borct/OR_D c - r = ' 20 ( 2 ) 12 7119 2/:,f_0(bW)3 5.z5/s5 .01 - / t'0815 C7 ' 0 I HERl1 i CFRTIrt that the in(erA►tion shown hereon r,pre `_ente a Surrey of the land as presently 9 and its sUrroundist and is true and 'erred to tha bash of act knowledge and belief. J. H. P(110 CO.' • C. W. Ladd # 1230 Registered Land Surveyor St*te of florida /ZB /4 'to: 5, h1•ck 71, mist! SHCRES SpCTION NO. 3, Acitoa ;ing to the Plat thereof as recorded in Plat Book 10, at Page 37 of the Publlb Records of beds County Florida. SCALE 1 a 100 J. 13. POW) CO. c. w. CA DD, Pres. :1909 N. W. 7th SUM Miami; It 33125 Phones: 642 -2819, 6-42-2731 SUVA OF StRIVBY SCALE: A. • Cspit, No, 42495 • 942W gibtkr NOTiltf TRUSSES MIDST NOT SEAR ori ANY iMARIOR *ALE. OR PAFrrrLON UNL,RS8 DEBIQNBD. FOR SAME. .f 1E1.0 BRACING is not: the respon5ibllity,oq( the clestgner,'Praia m ufacturer for tn+ss fabrfptor. liersOns erecting trusses are cautlonSed td ;eel ; . prof@ssfonaladvtce Iri regard to the ersctfon bracInoQ srhicft Is. 'toys reQuffe4, to prevent topptinq' and "domirioing " durtrp erectlortt and permanent bracing, ji may pt ce�iltfed ,11.1: spe applkatlprt. YTrussei shati be erected q) a ptumb straigt Otks c 1ORAGt,: AT BO i ro { � .XTi i O A'I ri( OVEIIHANG NOTE: 'NO CLAIMS, OR $ACKCNARQE$ WILL. 8E HQNO,R Q Ifk" NOT MAQE WITNIN 10 IpAY$ FOLLOWING DELIVERY. NOTEt ALL DIMENSIONS MUST $B; CifECKHD AND VERlFl 8Y BLD'R :- 8EFORE CONSY. — MIAML R I 5O N. W. 27114 AVENUE BRb1NARD 946.5874 DAD 68$ - ,1 ' I .....--...- ..,.. . I 7_ - 1." . . _ - . r..:• - . 7 7 - .....: -- — - - .. - _ . - , • -- ....77.-.--."."----:=,.c.=.7 :.- r-z4 ..--:---- - - "1 - z \.... _.. _ -"'', --- - ............. ..--..... •■•■•• I... ..„.-.7.-"A".---..7 .— - .t. %I.' -r . T.r . :7=177" .........-.-.... :. -.................. - .. 7 .. 7 —..t.— ....r...----______ —_,= .--;,.. 7 - -: Laitttiartiaggil - it 4 44611 * - ' ;T: " . 7 . 7- * -777,7---- ---'-;" 1 4 NJ - 1 0 . ,.... '1 'z'j _CI .0 1 $ —,-.. ..e, _ . , ... , ,/.# , , 1 _. , 4 - ., I ..... (1 - . s , '/, - .. • cc ,.: ,11379C4 • 0411 e yoy, 1.a ..0 ‘1 //,e • # cis , /1 X3 4P , , :c4cere 47 ; '12 t. c . • • POLLUTION CONTROL KETROPOUTAN DADS COLINITY SEWAGE DISPOSAL Facilities ONLY APPROVED ScA E1,,P"..F40 . 47 - -s: e °f- z it Ifl.i - - 4 • ks/' .# TW.r-•. 314 Af -a�' -1 -0fve4 a 'D•C• Tyr G�VST' 1 G = G a'. � s :vlf;Sr' k1wd sA. GG YG. viz _t' VWV:Itatitersek Gr«jt.L c /4'/ r 7 4'''// r'Id�'litl/ 4 . 944q%Z . a4t!'. o e ':%Y r' ere ,e3 , ,,,. � 7? , ' 4e , 4.. eV M.S c ••••' A * !' ' .%9 r` _ ��' '". r � c, `s ue' <ff' !) C'- n s 1IlIrd1 k. ;x .r t a / ^". j �1rt..tAl(�l rtt L . a • -t .: a•;f t /,rl$ ' F}:r. 1i t4 ` }jltr, r I *:71+1• ; ?: 4‘.1 .411,..44. s'rf a viiodAlip rr 1ft,kio2e F'iL t -'IT ai • �fi �.sG} .. :::::::::::: l £ ial And 1 ' liu) . ,'J 8i r3 it t! • . t , : .>to' ii:i'7.1 �.>/t tinj . ij tvt,¢ f! OA Wer,,y ` t - 14� !Crgs ....) * **D7 L =. /- 4,11, 54c►4,as - 3 /- /0 DMkt APPROVit* REr ORIONI*4 NU a 5 1 v ., �./. , _ _ ' 4 _ • G.L. � - , _, s.t "Z .. / te.4/ , _....; Y / y. 572. ` `c ,V = : o,, ': ", t V,/4 ..• `.. /"et - 4 1 / t - - .... " .. .. - - ts....r*►:. .....'....'.. _ w .. ram. - . r Y— :.,1.?._ R '