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966 NE 92 St (8)c PLANNING BOARD AGENDA OF Woke. *X t941f, ITEM NO. 7 Name of Owner /Appl i cantWILM' RO Vrilt Phone NAM; 3'13'0 Address of Property, and /or Legal Description / 4610 9%, 5T Nature of Request Present Zoning 101 Setbacks Provided Counci 1 Action Requi red tiO 2diami Aores9illage F L OR ID A Area of Present Building 2teet Area with Proposed Addition Parking Spaces Provided Parking Spaces Required with Addition Setbacks as per Code Qua q b Date of Applicant Notification Planning Board Action Council Action 941 aQ ' mar "TANK wIr Variances /Exceptions /Zoning Change Director of Building and Zoning 1 f!t rI . •21".8. r r ,BOUNDARY SURVEY -+ 5O. OD' ii- 'H+t;ti G.C+.£ • W ALL �.:— — -- -- — — 1 4-otJnC 1 pP or•I `1 1,1,4: ` � e • .�"�i'n wo_ rEra.E - ci GC- o Po rJ . N F 0 fesfr r b . • C.E.Q. Wf.LL FIB 42 6 p,P �i:+I1 1J L•'I r l_ 1 GONGQ.EIC' ONE £TOR'! C•B.S. RE r N £ q&(-- •0 50.G Note: Bearings wnen shown rater to 0 ± I PP ••■ r± �q t—A,YL '.F trr N.E. Uln / 6T. menOian ■ off` — X - - }C'Vnd PIf'e • 1 1 NIN r 4 cH Ail I �IIJP FEIJGE SCALE: 1' _ 20' LAME ROOM ' o PRo POSED ADDrr/04) 1 it§„ OED ROOM * 1 OATH * f3ED ZOOM #3 EXI•iT /AiC, FLOOR PC.AAI 4 DI Ali AZ ROoPA LIUING Roo "4 GARAGE J FoYER 0 O Ope '� �Ne. tattoo vy zit-50 year. ( ?UPiciL ) j PE■ov6 E XIT WMN Pow C -o46" OP6A110 ,e/D- 23 i LAC] 36" t,) / c A 1' Z .2q 3" - LOtr2 pLAN 1/4". 1 ► GAME ROOM MtL . GAB. N 4 .' '7: 7" RErt(0 EXIST kit) lAlDo uJ MAKE Pass • / TkAU aPEN - 1 � 1 O . ,m a 'BUILDER NOTE 1 • Close bt equipment must • 4041 own on this tan, hR„ • Minimum inside r3ir�enskas raOst ®fir .ef to cons'OFm with 0 r@qui('onfs ir. ()pooh) in wall fpr return art es shown .-• by OVILDER hsc3h platform for equTprraent (I" nor f Umber) er) • b 3Ullt�Fs SiJe ed opening in closet clg --- by 1` ' lout/ reJ grill or insert ' t.o lu,iof 44 t coed. m in stars • iy { II under race tlosat dra door short door by BUILQER ! ?, oil ien es avet ;Or! - Wick. LOng _ z Deep by OTHERS t3 truss: t i1catton (Min, Cleat et tndlcated) —• by BUILDER & Cor}Itrcfol therm, wire { - 5. 230 p Yol }s to Q. t 15 Yol #s to F"ura►4c ,f ► ?+N 1'ION c P. 24Th W. 8th LANE It) 3-404 UtA . IrN, FLORIDA • AIR CoNOlTIONltG FOR ' J045 DRAWN ON( OSA • SPEUS j21 SEf T11)S DRAWING I$ ILLUSTRATIY , ONLY AND IS SUBJECT T(} MOOIFICATIQt IN; ACCUFUANCtYrMIN STRW1W AL OR OTHER R €QuiREmENTS a -:J k'.11. MISS aplY - SPEC'/ 14A40f %1" • aKD n1 Or ry ✓a 34 1500 f zur.,Af.- - so-a •e P.na �_10 "41 Orc00000 :000000000 I ©0'0 Ill': r S II an V . 3P11If , •04•511 ' J4`e' • reA /AJ r ' . . • 11ta' • s Ana. • ' 14 JC /M r - (I was Ayr Aisle.; STRESS O /A' RAM i0.16 t , MAY. TRUSS ssAIJ 3 4'' 6" f 14.4%. N %. TAUS SPA I-3• /t o . a ✓O /(/7 a/ (hoer Cae.•. sP /Ky Aso o. (4 Plods *1 "GAO Ircees 4.1. 4e 1. 4. Ace e.H.... at.rlf 4c• (Ors 1KnrNC .9 1 05.417' • All connectors 18 ga. RONEL plates 270 lbs per p ug with 1 nail per 3 n plugs splice modification.3)g O t.Q01 es, e r ✓o/u r A - r_o (. 4..1s sYrpia v) le0" (4 AI .tI pc, pes ) /0'r" I ft (a /lo(s pee 0414 • tit :00300 }p b :0.3,, ' Q 000000a#k, s'• 03' ,/or , Pra/. Pea./:an aed solo for /q. cMr♦ ee.r✓.f c8- Paftee c..I n 7•I Olive. (As .Mils. miss smar 54'-1 - "see es ,M...) 1,1/r. tP&'$S SP /II 3!%e- (c t, 441 84...) ■•8- tRvsS SPAN 11 %I' • .. L t�- • It42e 186A.L MAX. TRUSS 3P44I 34'•8' (7 No //g pe /Rode) • " - .� •. 48-. miss SPAM (7. VATS pre pfd.)' !• /'e" d 44. /','. 1. R ss aP 31 per 91. 01000000000 0. . # OO.000 000 ALT. J0/117 - • (., /so,r. c•*AO 1PUCr) Revised 4 •Terrs.r ►/M✓s• Pert. ! /.,r�• 4 / iO"M —/yr mon MAC. CLEAR 394/1 34%0 30'• a' 2V -8' AIL C. 7R053 SPAM 340 1, ma of 2.p .tel.) l•IALF ELEVATION OF rRc/SS r 7. Stria k)r O — A O 0;0 0.0 (t •/• ,see 'tole) Lu411A (r+ occ orlow.c • ..1A "31./:o,+or Des 1,. 7t.Peo/ S o' 3/ as • 6e.l• l.nrs.r I As fos/■n.:ys /r Al L 04 /nil f.NL'He.4.n...1 !rope, J h r SI.nHrr• fee Ono +�+I 71 v. Loot /s' •4.. ,. $? •1 UA /t s fb A. .4"0,8 f /'t'(o�n, ritc /fa -Goer. q/ appelee/ min 5/ecnp4✓ or lfe. {. .prN C" II *Paw 10147'1' l - 6`Ils (8 / QI7 eFp/v/e) /'-1's • 4! per plate) d%3" e (e /'7sw, ,.r P(.r• (4 ,aft r• Re, WOO w44 00.00000 .0a 9 01 To 0 0 0 0 0.O iS•� ✓o /A/ AX. ML *A/J .344' 9 /acts daf Ssd+vnY llrr. rftvss sr u (Pt. /• as SA•a.n) MAr 7#v${ SPAN Z7 '8 (fly. W/ SMrr.) up rwvss Pole .. Sho.v.) ri •'o• PiloAL . A►aihm end fip r•ar r� i OrM Wv. CAS Shawn). )1r, i t f. 7 P•N MA It r4(K1 SPAM 110'8' —4 DADS eou/vfy 0N4y M APIRIAL sPEc/ /,GAr/oA1s '.1a +s - 141 plate 83••ep.1 Iron O • r(ec /,o Gale s /telptefe n se -re' ce w"A 4 Des44 /44 04!74 11 AO 43 r(3c /e• O.V. 3 /IN pd.Ie n *need nc• W.IA • S► / , 011 q 4.843) Ac.. . lo j8- ns /• /le0 .A 4ral S. S . V r- ✓a, /•M/•. d ats. • t ✓o/MT • a" (! 311.4 A*, /NW*, Of 314A/ QArA• J&rat t..d 38 ?Y 1SNSsrs S -tcr y •t o� corns loans es ee, r/ y, rep LAO, one r.. Ain '• 4, MISS SPAM r• 34 d 3(OPt; 00,1 ror,t A►St,.N#e• W000 TRUSS OZS /GA/ o4 F(c)N L r EaRI. /184 /y4L'43$r0*1 sr, ofal YM.A OK ORUX ENGINEER 7174 STATE OF FLA DWG No 1473 M. aN U55 SPEC! E4 GRADE 2<0' -8" *2 PINE., EQUSL- 2 l' -8" GON5T ORA.De F12. 48 Go. R- 9" 1a"Go 1 4 No& p Q AN. .Ts par ,____E>L'iet2. Q. 1 2 Mo.la Fa.r IR 3" O OOOOOO'O OTO,O'O O "O JOINT GI (DOTTOM CHORD SPLICE) 5co!Q 3= ly0' L4 b 55L MSX.TRUSS59pr.( nix 5PA11 23 met T Puss SPeN 22f 4± HMI TRUSS " C. 6 ti 22.4 L L TOTAL DESIGN LOAD 55 4t /n' 3co1¢•.4 =t' -o" Na Its pa-' 2 . JOINT Soule: 3 "- P -o 6GIL 5TRE5 DIL t "• 20. 6Natlspmr 4NoITs p¢r R - R Ld 4 Notts pa.r �T#aT13far R 111 J 14.58 L 55 L MAX TRUSS SPM4 26-8' 1 not Shown. MAX. TRUSS 59AN 'Z - 8 ['Ives not 5Inown MAX. TRUSS SPAN 22'-8" Plot¢ oa Shown M LX. TRUSS 59aN 1I-8 L not Shov.n M6X.T2US 5P/5N 6 Plate. 0 Shown 0' SYMM.A4OUT y EYCE PT FoO BOTTOM CHORD SPLICE (ONE PERMITTED). All connectors 18 ga. RONEL plates 270 1bs per plug with 1 nail per 3 plugs }� splice modification. 4 2 x 1 Z ∎tR.Ik T . MOTE CAMDER BOTTOM JOINT "D S ON ST. GRAD! FIR - " JOINTGI\ � ) JOINT'C' • ;.s pot nt MAX. C Le. NQ SPAN 26' -0" H�IF ELEVATION Of TRU55 9eol¢: 3 IO' 6' t' -'2 18 G. R I IaX.T RU55 5 PAN 2618 74 MAX TRUSS 5126.114 26-8" (Out_to Out of boorinA Plotol of " D " NoI s pa.r 3 -1 -0 'T N0I i5 �:3r tai 1O'2 le G.a.SZ 1A TRUSS SPAN 23-8" 6 Nods car Q -_ t r I I_o'i 0GO.2 AX.TRU55 5Pt'4 21 6 Nott 2 M1 4 �. 9" 2o a R. NA X. TRUSS 5 Pa_ -I 11 6 Ho STS par f! I t 1` I'2 20 ti M CX.r Ss PAN ,'- ANaJspar r 1'24 3 ° z'? It'z - 0.0:O OJO 10 " Oj0 - � � I 0 OOO iO'� LLT JOINT 0 ON 20T CHORD SPLICE) LUM3ER: IN ACCORDANCE WITH NATIONAL 5'3 4 SPECIFI- CATION FOR 41•2E55 -ORLCE L1., e.LQ ISS FASTEN I NOS DY NL.Y A. k' FHA MINt4UM PROPERTY STANDARDS F= ONE11WOuvIN3 UNITS NOV.1 -19 NAIL5 TO 4411 GAGE" 1'2 LON1 5TEEL'SCo TC11 O4 EGVAL JOINT MATERIALS 52401 FICATIONS JOINT C NoII5 p2rTL 7 DUDE COUNTY ONLY 3 ; t t -o ' CONNECTORS '20NEL "CONt 2L20 STAMPED FROM i$GA.ELECTRO -G■LV. STEEL PL &T6 IN AC co evencc WIT e.31I', bE516:- d 2 E DE NGTED 16 A. E LECTROC -M.v STEEL R IN ACCORDANCE WITH 8ST.14 A- 2A5 RONEL PLATES TO E.E INSTALLED ON E•oTH FACES OF TRUSS JOINTS. MU TRUSS S P4N 26 -8' I XD PINE 04EOVA.L PIN 2 6'- 0' ' 2 A- 8r 3 2v- 17'- s' Jot NT S. '4 - d 1 SPECIE GRADE 1500'f IN DUSTRI61F1 •• 1200 INDUSTRIAL FIR PINE_ CONS!" GRACE FIR LQ1N �'?Nol S r j� 8 ;/2 f ?J 4 To1AL Lop° 55 05F TRvsSES SPACED 20 WORKING STRESSES OF E LL NENDER! MnvE DEER INC4[ASED '4 FO4 SHORT TIME LOS DING 3 =t' -o• TRUSS SPAN To 26 -8" TRUSS- 26-11-f-40 !topE 17E5151 DATA WOOD TRUSS DESIGN RONEL CORR f255 O)SLINCroN 5T 028- LOCKE. Y.11 AKDORUK. 014 EJnINEER Ua 717& STATE OF FLORID& DATE -/9/41 loci • 1 6 0 0 0 0 olo ()Jo o 0,0 1. JO/NT 0 (4 Nails) JO/NT C (1N//s) dilotvabis in phot .25' A G/RDER TRUSS sc4Le STRESS D/A6RAM 3000 L85. _ oP ° -- u 9 „ JO/NT D (c 4'a//s) 5.ea* JO/NT B 4 Weil/s) - 0 0 0 0t 010 0 0 0 0 For S see Dny. 2a-/ Exceil as shovvn. WOOD Top bolYom Chords to be 0 / Pine oe /500t" Con sir uc fir Verticals Dioqon is lo be C1r yrade "c/0/ NT E (3 No/is) •O/NT DETA/ LS SCALE, /Vole: Conned/on to be instal/ea' on each face of each member' Joist /tower (Co 'K SECT/ON A-A SCAL 5PE C /F /CA T /DNS -- 26 .- 5 - 5.lile Truss - 4 EA JO/N/ A (/. Noiks) JO/NT C J0/147 0 .10/NT 0. 0 0 0 0 0 0 0 0 0 o.n o b o 0 0 otoo0 . 0:).00 00.0.0,.. 0o0oson . 000 wi / JOINT HALF ELEVAT/ON Of TRUSS SCALE 4 Note: sp;ker eoe aordS Aye/e- w.)4 na,h 0. 20'-o" HEY PLAN ScALC ,io/SyrE 1 /0'- 1 aohvr A r- All connectors 18 ga. RONV plates 270 lbs per plug with 1 nail per 3 plugs Splice modification. C) t•-4 TRUSS SPAN to 21" Pilaf 1 Truss Nor 0-16X F W000 TRUSS DESASAI for liONEL CORR //e5 diiRLINirom 4.4 COCKA F14. DAIL : 0-25-0 J0,5 NO: 54/09 DRAWN BY: JR. Pz'o • .VAN wiz t y rqvz 5/1.1 VT-4 a V T - 2 2. ...."4 VT- 2 2s -.ra VT 1■-..•2 V T - 28 -- ..---• , s - v - _5•2. yr-20 ___VT=ZZ LtD V 7 STAVIStRITZT ff G7RIII.11._:" Vn13.1k. _25aca i4 • • ./2 .2" VT-/2 It. -7 ,11779i - F - r ; • 7 G7 - ' r,_Az's• CA • 317 if ZVI-14 It 7 = _ — UN/ . w 2• • 1' e/n/e.0 /4/t /v/5e/eu '04 • J-41•J ckani et l e YektLEY TRVSS vphat pirts 214, t Ja_a_f4t CORPORATLCW @Gti? _ 1t_3._fbvitUI,101•014 t ..Ork LOGICt; VW: _CHfC ra0 ay - PRAWN: ..52. G4T4 SE 1413 UWLLFT REACTION S.sl UPLIFT . 15 4' - 485.55: LOADS: DEAD LOAD ON ROOF - 15 pd LIVE LOAD ON ROOF - 30 p.( LIVE LOAD ON ROOF - 10 p.( LOAD PER L. F. @ CENTER 20' OF TRUSS . 4.5(15 + 30 + 10) = 247 16.. LOAD PER L. F. @END 7' OF TRUSS • 1. 5.55 • 83 PI • 5 . 247. 1.23 kip. P2 • 5 . 247 • 1.23 P3 • 2.5 . 247 + 3.5 . 88 + 458 (REACTION FROM HIP OUTRIGGER) .1.37 P 4 3 . 5 8 3 . • . 29 R - 1. 23/2 + 1. 23 + 1.37 + 29 • 3.51 NET UPLIFT • 20 p... ASSUMED 1.01 • 4.5.10. + 1.5.1. . U • 1.5 6 20• U •.93+.18 - MOMENT ABOUT JOINT "R" • 7(1.11 -.18) = 6.51 H •6.511.14.5.7 NO. PLUGS REQUIPED PER MEMBER PER FACE • 5.7/.472 • 10.08 JOINT "R" 93 .18 1.11 JOINT U 3•. l•-c• 4IJA1L5 PER PLATE) 2.4 BOTH SIDES STRESS DIAGRAM 1' • 2000' SPACES 1 '!' • 1 / -� 2. ALL TRUSSES TO BE 2' -0" o. c. JOIJT SPECIFICATIONS 1. FOR DESIGN SPECIFICATIONS SEE TRUSS N0, 34 -1-F 2: G'. 14-4" Low u" JOIUT "E BOTTOM CHORD SPLICE )' -O' JOINT Y (W /18 GA. CONN. k �4 NAlLS PER Gt.ATE) AIVDD 20 50 MAILS EACH F I At e - • OF PLATE � > BoTU slobs t 2. SPLICE 0000(1 00000;00000 • 000040 QOn4. p O 5 NAILS (TYG) 4-W+ Bo-r, f - o'8 EC. '" /t -8•b 7TD. un5U6R ' ` 5 ub I •s - 2.4 5 51Des BOTH 5 - 15o0 f CONST. FIR HALF ELEVATION OF TRUSS N.. Ito. GOLIh1EGTOR PLATES TO BE INSTAL_lEO OL) 80T1-1 FACES OF TRUSS 50114 $1065 2.4 ,20 GA. It JOINT Y (BOTTOM CHORD SPLICE W/ 20 GA. CONN. ! ) 4 ))AILS PER PLATE All connecters 18 ga. RONEL plates 270 1bs er lug will 1 nail splice modification.. .. )r . JOIIJT 'S 1 7' - JOl JTI' JOILIT ' E' IJoTE) ALL uJEL5 MESABERS To BE 2.4 OOI'J T. G124DE FIR e -9w 2 4: LHOC xft 62LOw JOINT "Q 0.0 6.0-19_1 ;1 0 0 0 0 0 0-0-0-0-0-4 -4 '.) s.; O 0 �0-0- 0 0 0 0 0 0 0 O 0 0000000000000.0 JOINT 0 12 LIAILS PER PLATE JOINT R (7 NAILS PER PLATE ALLOWAGLE CUT UNE. 111.1 PLATE REVISED' 6 -I9 -5$ - 2.4 00T14 SIDES TRUSS SPAN TO 34 SLOPE: 21/2:12 Taws N0. 54 -lHHYS - WOOD TRUSS DESIGN FOR RONEL CORR 1 )25 eURLINQTON S1 SPA - LOCKA. FL(J Y.M.AKDORUK DWG ENGINEER 71T4 1479 STATE OFFLA ) UPLIFT REACTIOIJ— 4'E. 4' -G' 8' UPLIFT .48K 18' .45 .!d5 d 315K b , a K -T 2 1 _I. 9 t 8.31 r.83 e f 2.04' 20 G` SPLICE. 1.0" .5 0,01_ 0 } 0 D O o .0 t c�'O O 0 0 01 0 0 O 0 0.0 0.0 op O 000;4) 000 34= O" 16 G. Oa. ■ UNIT LOADS - SEE TRUSS NO. 34 -1 -F MOMENT *JOINT "M" DUE TO UPLIFT " .9(.68 -. 10) • 4.S .SO (.18 JOINT "M" H = 4. 50/1.80: 2.50 NO. PLUGS REQUIRED. PER MEMBER PER FACE • 2.50/.412 • 5.3 STRESS DIAGRAM I" =GOO' ALT. JOINT 0-1 (W/ BOTT. CHORD SPLICE -18 GA. CONN. k I , (II UAILG PER PLATE) K as G8K •315" - 25 1 2.04 2' -G "MIN CAMt3ER 50T. CHORD a b d f JOINT 0-I (1M / 80TTCHORD SPLICE -20 GA. CONN. Ih.) 01 !JAILS PER PLATE.) f ($rMr4 Ae.our) JOILJT "1J" (SEE TRUSS 1,10. 34 2•G 500 - T' COUST. FIR JOINT X' COIJST GR. FIR I"4 CONT w. 2 •G 1500 • f' C.OUST. FIR BOTTOM C1-10R0 SPLICE JOIIIT 'G" (SEE TRUSS 1J0. 34- .,EE J014.11 FOR SPLIC B' - o" 4' - C." LJOTE: COIJIJECTOR PLATES To BE 1USTALLED 01.1 BOTH FACES OF TRUSS. HALF ELEVATION OF TRUSS $ / 4 .. •I ._ o . SPLICE a I'- 3'• 1 1' -rrr, - 1'Y rI"1 r l - 'l�T1 - 4 I • • • • • • • • • i O 0000100.000 O OOO %0 • • • • OOOOO�(JO0'Q0 ADD 20 GA. PLATE. 4'•II✓L' W /3B (JAILS EA. FACE OF JOIAIT. C4- UAILS PER PLATE( JOILJT "K" SEE TRUSS 1.10. 24 IH 3 12 0.00 0O@QO 00 O 1� 1` 1�l Lt O0 . 0O6 1 0 00000000 1'.'.. JOINT A CC LIAILS PER PLATE 1 JOINT X ( &OTT. CHORD SPLICE JOIMT L ( SEE 114 3) TRUSS 1..10. 34 -11-12) ,;0114T 'A' V. No /6 3 )/1 816.„--4 434` REVISED: 6 -19-58 3. ALL TRUSSES TO BE 2' -0" o. c. �- OUTSIDE FACE OF Go" WALL SPECIFICATIONS 1. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34-1 - 2. DESIGN LOADING PROVIDES FOR 5 p. •.1. ADDITIONAL FOR HEAVY ROOF COVERING. All connectors 13 ga. RONEL plates 270 lbs per plug wit 11na��ill e 11 plug splice modification.J..'1 Y Dwg. checked by TRUSS SPAN TO 34' -8 SLOPE: 21 /2:12 T RUSS NO. 34 -1H4 - W000 TRUSS DESIGN FOR RONEL CORP. 1125 BURLINGTON ST. OPA FLA. MAKDORUK DWG ENGINEER 71T4 ,478 STATE OFFLA UPLIGT QEACT)GU 7 7)e•1'' a 1.04k vFL ICT- ` 1 .1.2'- JOINT N 0 ' (4 JAILS pea PLATE •ig'c9. G• .5/4K �60 C:-(.7. d -fc, f.ve- O L � 4 141 e JOINT M ,11.5 5 =G' t. 4 6 UNIT LOADS - SEE TRUSS NO. 34 -1 -F MOMENT Q JOINT "M" DUE TO UPLIFT a 11). 68 -. • 5. O6 -1 H • 5..0612. 21.2 29 NO. PLUGS REQUIRED PER MEMBER PER FACE • 2.291.472 • • 4.65 STRESS DIAGRAM 1•• GOO It 55 g . - JOINT K 3" • (4 ',Art. Pica O b e JOINT L • (4 UAILS P,S.e OL.ATE SPECIFICATIONS 8 FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34-1 -F 2. DESIGN LOADING PROVIDES f OR 5 p. .. 1. ADDITIONAL FOR HEA3IT ROOF COVERING ALL TRUSSES TO BE 2'.0" o.c. JOINT 0 ')•- 1' -O (C. AIAI 0e2 PLATE) HALF ELEVATION OF TRUSS 7 '14 - i' -O I o• 000 00 Fb ©;oa . r 0 • SPL.ICC A00 20 CA 12 - w it0 L8 ILS EACI4 FAC% JO+Ilr ANEU 10GA• JOINT W IW / SOTT. CHORD SPLICE) • Q. WAILS Pfca PLAT) _ iO 4 . , -3 // /1/C ( � O O 4 0 0 k •O ' %1 0.0 ••• ••• •:• O 0 ' O O O C Q F3 0.0 0• r- All connectors 18 g3. RONEL plates 270 lbs per plug wigoll. V. � g n / ai per 3 llugs splice modification. a • .d ..1. - . { Q r� Dwg. checked by >,c7c•,e REY)SED: 6 -19 -58 .o o.o PLICE r ALT. JOINT 0 (w/ 8OrT. CHORD SPLICE') p• : 0-0 ( I1 RJAIL'S Pee PI..& ) -20 GA. Oe 16 GA. COJU. C.QUU. IQ 15 LOS GO. 1.0 GA. Oe 10 GA. CODU. TZ (A0o 10 WAILS IIITo POTT. C1-1000 04-1 EALW FACF OF, JOIUT WHEU 16CrA. GODU• I Iy USiO. Aop 10 GA It 2.'•.5 • wf12 u8IL°S EACH F J0(Ur WuEU 2p C4A. C0UU. 0. 17 USE ' TRUSS SPAN TO 34'- SLOPE: 21/2 :12 TRUSS NO. 34 -1H3 -F WOOD TRUSS DESIGN FOR RONEL CORP. 11258URUNGTON ST OPA- LOCKA, FLA YJ4t>AKDO DWG (yl NGIMEER7174 X 477 TA T E OF F U PLICT REACr10U ,'125" foS d + C 1 1 - 6 '.455 b "b''f ' h r 1, a . �1� t - z!,72 I r i. c 4 GO 9 - 4 - G.1.0K G , , G• _I G .. G • 0 . - O • '1.O4K c .21 e .10 VOLiFT L� .2t 9 t.41r '54%0" UNIT LOADS - SEE TRUSS NO. 34 -1 -F .41'i MOMENT F+.' JOINT "IC" DUE TO UPLIFT = 13(.68 - 26) • 5. 4b -1 J01NT K HK Hk c 5.46/2.71 F 2.01k NO. PLUGS REQUIRED PER MEMBER PER FACE • 2.01/.472 • 4.27 STRESS DIAGRAM I" = c,00* . 455 1.o4K !JOTS- CAMP,6Z 0orrCl4 CP0EO 5;6 "ED ¢ Z� b 4e 4' 10 GA. OR 10 C.A. Cokes. Ik• 7 I g t t ZYM41. AeoUT AY. Apo "Lo GAGE it - 1 ". 11'12 Q12.0 UAiLZ EACH, PAC OF •o■vr WHEU 'Lo CIAGie CO1JU. t ' 15 USED 1502 'caJST. c c UOT6 CODUECTOK PLATES. TO PEE ?8.STALLIO OU II0T14 - ACES OG - FTL.US9 JOIUT "K i1 17= 0" HALF ELEVATION OF TRUSS "/4' _ 1 1.-o' V- '?PLACD 0 0 0 X3'0 - e 0,0.0 -8.0 JOINT K (4 LJAIL9 0E2 f7l ATE r- 0" 1/443.1. '�3 -O` M. C•O 0.0 is C•0 0.0 co r- EI r-'L -A-1-S1 �4rJA1LaJ c6e JOINT J-2 w /BOT.CHORD SPLICE) (e ) $J4.1t', q6 . SPLICE PLAT ,JON lr "Cz ('£E TIZU5`5 X 2 A-11411 JOIIJT C1e (55e n&USS !J0. *J4 _ I lI 1 SPECIFICATIONS 1. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34 -1 -F 2. DESIGN LOADING PROVIDES FOR 5 p. • f. ADDITIONAL FOR HEAVY ROOF COVERING. 3. ALL TRUSSES TO BE 2' -0" o, c. All connectors 18 ga. RONEL plates 270 lbs per plug wit 1 nai er plop Splice rfodificatio:0.0.4• 0z)ej Dw'g• checked by - REVISED: 5 -19-58 _1 -4%s" TRUSS SPAN TO 34'-8 SLOPE: 2 1/2:12 TRUSS NO 54 -1142 -F WOOD TRUSS DESIGN FOR RONEL CORP. 1 BURLINGTON ST. RA -LOG KA,FLA. DWG No ENGINEER 7174' 1476 T OF FLA UPLIFT REAGTIOu UPLIFT - - -- tl 1' d � 30' 1 525" 10 GA Ft 5PL10E 1 O.O O.O • O 00 00�pO -O0 • • • • 0000;0000 04" 19" e .19" JOINT "H" ..1.1 I'-G" N1AK• exc. MI 75" C UNIT LOADS. SEE TRUSS NO. 11-1.F MOMENT OF JOINT "H" DUE TO UPLIFT • 15(.68 - . 30) . 5.7 I N "= 5.7/3.12 • I.83 NO, PLUGS REQUIRED PER MEMBER, PER FACE • 1.83/.472 c 4 JOINT J-I 4-0' h -/ SK d 3D K ice_, R 38«1 -34k STRESS DIAGRAM t "- GOO* G • 34=-0" .515" d <0 MAILS PER SPLICE. PLATE) 2111 J .515" JOINT 3"=1' (4 NAILS PGR PLAT e) .75" G8'` -525" 2.04." .30 d, e 1!.,00 I>,O FtR CAMBER BOTTOM CHORD S/O 4? '0 .o o•o (SYMM A BOUT 2.4 1 JOINT J JOINT G ( 4 - LIA■LS PER PLATE) JO IUT 'H' 500 -- -COUST c-R. FIR 1 G� ONT. 2Rd Vs vt vt 2RG 1500'C COAasT. FIR EEL_ —�' FI R IT-0" HALF ELEVATION OF TRUSS 34., = C-0" JOINT A 3' =1'_o" JOIUT 0.000 - oo00 1_�l"11 0000 0 0 0 0 1 }ter o 000000000.0 • . . (4- UAlLS PER PLATE) (0 (JAILS PER PLATE ) DOTE: CODUEGTOR PLATES TO BE 3USTALLEO O!J e0Ti4 FACES OF TRUSS 12 12x2 l iZt IUSIDE FACE OF 9` WALL — SPECIFICATIONS 1. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34-1 -F 2. DESIGN LOADING PROVIDES FOR 5 p. •. 8. ADDITIONAL FOR HEAVY ROOF COVERING. 3. ALL TRUSSES TO BE 2' -0" o. c. All connectu,• ., • ,a. ;?(1:�I.1. ,31 Its a 270 lbs per plug wit,* nay f ' splice modification. :: ,1 3 , . Dwg. checked by - JOIUT 'A' 7 / 434-' JOINT H (4 MAILS PER PLATE) r /v .le ,9, L /L 1 h REVISED: 6 -19 -55 TRUSS SPAN TO 34'- 21/2' 12 TRUSS NO. 34-1/11- F 1100D TRUSS DESIGN FOR RONEL CORP. 1129 BURLINGTON ST, OPA- LOCKA, FLA Y.1M.AKDOR'JK DWG (y ENGINEER 7174 X 475 STATE OFFLA TRUSS 04 - - E WI. TRUSS 54- IW -F 412 rRUSS :4- 1142-5 111 P TRUSS sq. -ILI3 -F __■1P TRUSS 54--1144- 1.112 T12.U55 '54 I NGS -F WALL PLATE UI P OUTRIGGER VA41E5 OUTRIGGER A HIP OUTRIGGER . I'-p• j IJOTE : TRUSS 5PAM 2G' -9' TO 34 - (OUTSIDE WALL 014.4EN510N) TRUSS LAYOUT SCALE : 14" : 1' -0' Zr4(TYO) 111 1- 1- O OUTRIGGER 8 JOINT W (2 LANA PER PLAT!) iu - 0 OUTRIGGER C JOINT X 1 1' - (2 61AILS PER PLATE JOINT Y r -i -o• SPECI FICATIONS WOOD: TO BE CONSTRUCTION GRADE FIR UNLESS OTHERWISE NOTED 1. FOR DESIGN SPECIFICATIONS SEE TRUSS NO. 34 -1 -F. 2. DESIGN LOADING PROVIDES FOR S p. •. I. ADDITIONAL FOR HEAVY ROOF COVERING. 3. ALL TRUSSES TO BE 2r -0" O. C. 4. CONNECTION PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS. 5. TOP MEMBERS OF OUTRIGGERS TO HAVE SPECIAL ANCHORS CAPABLE OF TRANSMITTLYG THE FOLLOWING LOADS: BOTTOM OF OUTRIGGERS TO BE TOE NAILED EACH FACE WITH TWO l0d NAILS. NOTE: VERTICAL MEMBERS OPTIONAL IN CUTRICIGERS A, B & C OUTRIGGER 0 2 'JAILS Pelt PLATE ) HIP OUTRIGGER 506/ OUTRIGGER "A" 4201 OUTRIGGER "B" 3601 OUTRIGGER "C" 2401 OUTRIGGER "D" 1201 i / d� r ; /2. . All conrcclors 1;; 270 /bs per ti`'(� 1 ��u � r 3_ splice modification Dwg checked by TRUSS SPAM TO 34 -2 SLOPE:2 1/2:12 34 -1 -F HIP SERIE WOOD TRUSS DESIGN FOR RONEL CORP. 1125 BURLINGTON ST.. OPA- LOCRA� FLA. MAKOORuc DWG No ENGINEER TI T4 1 4 STATIC Of FLA :SODDED AREA C m J - FACE OF WAU. el() STING PLANTEP "Inn A C� of RcAD . LEV. cmcryc .ExIST•tNG 3ASP�iAt�'� �►R A D,E, .,o.< XCAv 4TC • CROSS ED OC�C Ta: P►zor Elev.. AND _ cCs4 :`AGr q'RMA t N T . G RCCK NEW PAVER EXIST tN e Rocx _.anunaue _SAW -cvr . i<IS Alta _ASPHALT '_i'ROFeRTY Lfs4r ' . GAfitA � t st aaV imema am- mm • _ 1v_F [ SP &LZ' S'rRE£r NfEw 4" x 4 �6 N cotvc'RETE' cc.'R$ - _ ( ey awN vrn ‘t, Cot•rrnNC S Rcrnre= cRciht= �3A^J M z'7 4 . . t i r 1 1f .BRICK 1 - L. 1 F'AV i•� 1 0 1 + I �. 1 e .1r X 1 Srf stG ASQHALT : , TO RFMA Iii F w O' r, , 1 •. . . gee-- ExL577NG, CR►JSKE CD‘ `.ROCtC Te.EMOvS ROCK "I'O;:?c40PER CL VA" `tON. AND COMPACT • N0-TS : STREET : ELEVATtCNC VARY. MATCt•t NEW ?AVER,S 'TO ASP*S.At . RAWt BY - MAX JR✓SS SPAS SPEC /E A GRADE 2G 0' 'Wine Or epu./ /500;r 'Consirt■ch0a fr} -- . 23'- 1e00rCons /rtrc /1on Pjr ' 20 8" •2 Pine •• A4t. MSS sPAU SPECIE it 4.4.„1,5E 24=0 ' /Pins CV Epvo/ 15=8' /SOON Cbosiroclio.7 fib . 23'• a" /toot Cons /ruel/oe Pie • 1r = 8' 'e Pine 4 7'-0 b 24 4" 8" S i n - ,4.420 A LOADS: Deod Lood of Roo/ Live tool on Roo{ Live Load on Ceiling Lood per L.F. 6' Cen/te /1'4'' of Top chortle 45.4.5 Lood per .. G Conk.- //=4' of Bol/000 chords 10.4.5 Load per L.F. IF End 7'.0'. /' - ty Chord 45 .1.5 oa 3 c. E r -o" f osh ro •B,,, chord • <ts - L7= p , : t 83. 2 3 5 ( . S • 110(Re ac /,on fkrn gip OSriggee) 9.5 = 43 • 5.5. 13 r • 1 4.7• 45 P 3 . 3 5. 15 • t.53=45 STRESS DIAGRAM Sc4Le : 1 - ' 1300 • • PLATE TRU " 55 5PAM 5c 51/0 ✓o.ls pc/ 1F __ I /` 3"' PLATE • /'t MAX. TRU55 5PAM 24-8 w/9 110,/3 p 2 1 = O" P_LXTE 3" MAX. TRd55 SOANfl'1 s 11,,15 R e - At -.t - O; ._i 0• o 0 CJ ' C 0; 0 ) 0.0 0 0.0 01O'O ii •Jo /&/ r P !-3" is 0.c _k w /gverla/ 4 Ind ;poled 8r /o..r 1'0 /8 G4 / ' w /Or % -Ic / to d;YOled eelo i A 7Tr" , Of )•') o•o ) oi( I' • -, a • '•- • - I • � •r'•. f t - . E) C•o Sp /,c e 7" IO Over /a _ _ 11/ /2 Nc✓s per pro Jo 6044 over /ay.2 L 3" w/ IR AJoJs per p /oh i over /oy g / 14 /.1 /s per plo /e 1' -4" ZO 4.4 orer .../ ?O U., /o per p/a /a 3 " - 0" 1. - r'O" /4 GA. rt 1 1'1 MAX. TRUSS SPAN/V w,lL ool Ove•any ;MAX. TR U=5 5PAIJ I'2 • / fA X. TRU55 SPAN 25' B'_ Ps .@ Ceo 4u- o. ✓O //V T P -/ (eotr CNORO splice) 7 -0• I n , 9 15 p•••f• = 30 p.4.. - IO p•,,f • Zot • ▪ 43 • 46 as • 114e 1401 • 2r • 55 • l eo • MAX. TRUSS 59A14 ZI' MAX. .173L/Sy SPAM _22 - : MAY rPU55 5PAAI 54''8" - MAX. TRUSS SPAN 24'0 F c Synnrr. Abeul J , , I A/oTE : Comber B•hroa, J0 / 'P ./O/A/7 Chord A 4' 0' MY. 0.4' M /N. CLEAR SPAN !4'•O To 13' -_. - TRUSS SPAN 14 0' To CG-o - 00"/ /o O"/ of Onus These Mer.bcrs for 3P4IS 18=8• or -Smeller c/ 0 //V T 4O /,v T q' (2 Pods per plods) JO NT ..M -te 7 PLATE If Wads peep /ofe 2- IV PIA - /5 /1ar/> pet prv>t PLATE /t Nei /5 peep /44e P-10'1 PL. Are It Nods per p /o/e /'• 9' PL Ale 1 0 gods per plate /= 74' PLATE 10 110174 per prole PLATE A No/IS pet prole PLATE 8/)ads per p/o/e 3 ., 130 .. AIorE:_ P/Cle Poi. /ion and 5rie for Fri// Z.8 Overhan9• (As 3ho.vn) HALF No? to 0,6 Ll /o•oo00000b O4b;,ib - o_ o0 M'6 14. 010 ( Nth 000000040���LP 0 t b ✓O /NT O' Noi /S per p /o /e) All connectors 18 ga. RONEL plates 270 1bs per plug Frith 1 nail per 3 plugs splice modification. 4 X l 8 04ot-t Revo Sc 0/0 74e De -A'. r r aohyrIt - ELEVATION OF TRU55 ,MAX. TRU53 59443 %�e Shown MAX. TR055 5PAM 24.=3' ph AT.TSbo..Ln MAX. TRUSS 5PAM 2; -8' Plgle As Shown MAY. TRUSS SPAN j2' Plugs Not Shown MAX. TRUSS 5PAN P /ole Ay' 5hcwn NAY. TRUSS 5944 /g= plots Alol Shown MAY. TRU55 5943 l8=8 prole As Shown NlX• TAUSS 59411 /7=8' plugs Mal Shown ✓0/117 Al " eormg P /use) D£rA /L X' 4 'l For 5pecrfi co /ions see Truss AJo• 26-11.0-P-40 (d x/0,11 per R) MATER /AL 5PEC /F /CAT /0145 4.- IMAX. TRUSS SPAN 1 110 ; • 3.• * • 0.0 i 010 i D I 0 • -) ,7 0.0 o.d t 1 0 C•J o•o 3 -7 (4 ; T v h 10'2- - /G X0,/3 per Af) (5 .Mass Per .4) / •l !t - -- (9!✓oJS Ptr /= 44" r - ' /'0' PLATE (5 No,/3 per R) 9" PLATE (8 Meat per A) SPECIE / GRADE •/ Pint Or Epuo/ 5 =0" 1 1500 f "Conefrvchon Fir • •2 Pine 15=4• /too T'c0,s /rvc /ion Fir PL Are - p 3' 'MAX. TRU53 SPAN /9°8' /I A/ ;4 pay d) 0 J O o o - 0 . 000 000JJ0010 MAX. TRUSS SPAN 1g'• 8' _ 1444 rR055 SPAL/ 5Z -4• P40. TR ✓SS SPAN C3:8' MAX. muss *PAN- ?4' 1 1 l MAX. TRU55 $P4,1 tb'0 DE5/6N DATA 3".4 4.,0...-/o/ pl•le on 5.14 1/1/4 /G /.. - T> r Par Spon■ 1 Y7o 26 =0" Toro/ Loo1'5fosf Trusses 4oecedeLeX Welkin 9 51(53555 of nil members anal ronnet /,O > In - creased V3 for 3hor/ "'me /cad n y . / 2 )/ fe MAX. TR U53 SPA4 5C0' 15 t MAX. 7RU55 SPA4 ?4•8" JO /NT M' TRU 59431 ro z8 SLOPE I'e : l2 TR//SS Ile 5C /9(3f-40• 11/004 TRUSS 0E5/411/41 foce R04 /EL CORP ur5 bvijL1144ro3I 57 OPA-LOCU/ PLA. OArt: 8 / /L /s1 Jots /Ao. Seto9 O RAU/, p ; .. 4.4 es. 87254 ST i MkeTRVIS SPAM __. SPEC/0 0 glues ../ Rine Or foie/ 26'.0' 1500 34 Pi. /zoo f' %penis/. Fir I 245' 4 z s • b I '-3" 18 Co. Penre iMalt MUSS SPAN WO .. ' --- 4 1--1- 1 r 000 0.0:0.0_0 0_0 l o•o o o oio o J G.0 (G. Hods per ple, le) ro" /a cla. 1.4Air TRUSS SPAM Z4 1 18i P•Are • 1./A4. TRL/S5 SPAS; zees'' 4 i Splice I. rr- - 6 - 6101 t f .T• 0 big JO/A./TL-C (Bo• CHORD 5ILite) 3...it 0' (4 Nods per pfefe) 4 C. • d I 341 s' 3So 1 5 .- 4 . SCALE CO. t_ 47 t_ 31 to 4os' 14).1' 5TRE 55 PlAeiRAM Z1ZS • • b r•O PLAIL ALA re 1 .nns Erce,oi for doliony Cher Sy Abow/ (One permailed) 41ore: Comber aoiloin 1 I . - ,•- 0 0 0 0 3 01 005 d 0 0 - olOTO ,„ 4,. 5„,,,. .0: -Zi ALTER//ATE J0/1.17 2. (w/ Efor (mezzo spi.lcz) 0-ccti a-.1=cr' e., (71.10/IS per p//e) g 1.. si i 1=3' PtAre MA4.1. 50411 MAX.TPU55 5Pitd 13ta I 1 IV MAX. TRUSS 5PAN -- 7!2' Pt..■a (G Nods per plate) 4'1'' PL•re (G. Nods per plole) 1=3" Peet& (G Nods per p/o/e) PlAte M;;TS per plofe) 0 01 0.0 0 3: 0 C c/O/AIT Jiort ,O1o1e Poodion and 3/ze for Full 24 Orerhony. ((s hown) All connectors 18 ga. RONEL plates 270 lbs per plug with 1 nail per 3 plugs splice modification. 3x 1 ) I L Ousif These Members for SpAres ze...e- or Oinolier V(ste stoSS 24-111t 40) I re.l. ./0/M1' z folk 4 MAX. =1 C.0 3t...) C.0 - • C1.2.04 SPAN /200 To 25 rauss 3"4•1 /8*-8- To zstoyes OS georin2 P/ole) /I .&L EL E VATIOAl OA TRUSS SeAte: 3/4 A/ore : Conneclor P/ofes /o be ins/oiled on b'o/h iroeeS of ?" A.A4. TRUSS SPAM 1•.'“) (P//e As show.) 1, MAY. TRUSS SPAM zsta" • (Plugs iloI oh MAX. rmuss .../"4•1 zz (P/ci?s Noi 31 Vsla MAY. TRUSS spAta 'O (P'3 A.101 0170 JO/Al r 3 ( 6 Mar/3 per ptufe) Re•,sed 1I1/9/51 dolor L"Ot ALt. J01•41 t s- dOixel MA.TERIA.L 4 4 dOhl/r .3", Ito" 110,14 per plate) MAI.TRUSS SPAM 0/ Pine GAW/E 0 G.PApe 1500 (70olusl. Fir 'z r,ne /200'r Air Jo/ r ",c • 3 /to• (r. /clods per plait) 5 P C/A A T/0A/5 Oesi4A1 DAM To/s/ lood.53 Trusses SpoeeeIre for Sp ec;freci tionS See rrt.ISS Working dresses of oil members and co/wee/ion, us• creased Y3 for Short hrstt Z000f,r, Or !fuel No• 3 ;/ 2 • Pr/64. JL ratiss SPIN I! et'.5 ro SLOPE 14:11 muss go 2c-makir is* ---..........1 Woo(' rgU.IS DE5/4■V PR RONEL CORD 1118 8447LINVOM Ar 4e4-10ten, i eLe. D•ri 8 deel Ve. 54109 is: PO. Sr EA11:6' MAIL MKS SPAM E FE SC / ` 4440e 4C-0' '1 Pin• Or tyve/ 1500 • Indus /. Fir It-8' 'too i''Indvt /•AA. a /3937' 4 71-2E 55 5'4t.“ 1 ". Gco• DIA1R 1' - !8 Go. Ak ;MAX. TRUSS SPAN t6 - •O" / -p /8 !so /4_' MAX. rRU15 SPAN 24.8" rRUS__ zee' ✓Olt %J -/ (eon: CWORO .1PC /c() / 5cAl.: D"•l=o" (4 gods per plate) 3575• i— , 573.7 A/ore : Comber 8o1/0 Jo/Air "N-l' Chord 3 /6 . 8 �t C' MA4 O' 4" b c Sy:nm. About ( — Ev[epJ' for 0ollao chord 5pt.cs (ore perms /led) /'3 PLA. a MAX. re c155 SPAN 13'9" 1 t (0y� ks �- +.,_40'0 0.0 O M ' 010 D•0 0.0 — � ,�a -tx ; 0 ' -" x 1 ar e } /' -O• PLATE MAX. TRUSS SPAN eGto" 4AX. rRUSS SPAN 22 =8' Splice ALTERAI(7E ,/O /NT N (w /BOTT <.IORO Spi/Ls) l' - 44" Pt.•rs (G doi/s per picas) —J ofA./ T A" (b gods per Adele) (P(u93 Alot Shown) )l/ol €: Plate Position and Size for fu // 1, f Overhang. (43 3ho.vn) JOrt/T l/ "GA ALT. JOU/T // _ _ . CLEAR SPAU tete'to t3t4" TRUSS SPAN It °8" r. IC-CZ" (Owl fa Owl of Be.,, . HALF LLEVATIoN Of TRUss . — 7 ! t ✓O/A/T N" (6 Moils per p /o /e) (4 Nods per pia") All connectors 18 ga. ROWEL plates 270 1bs per plug with 1 nail per 3 plug/ splice mo4111eati"' 4 Itx1L (f� NAX. 7RV5S SPAS! ZG'O" (Plate as .show.,) 1- rrt CEO (16;6 k. M MATERIAL LVMALR : In accordance wi /h No/iono/ Design 6oecnf s for ,tress • Geode Lumber / ;la Fos/enings "by NL.MA. and f N. A. :Minimum Proper /y 5 /ondords For one and To Gv>ng Urn /s• goe1,19S5 NAILS : A be .4 "Dics.a/'t'LongEreclro -rrore of approved Mfr. Sfron9Ao /d or EgvoA q 4000 1/O /41 .3.../t o.. (3 Nai ls per plate) L ' Allowable cut Lie in plate SPEC /F/CATION5 Cp RON &I. Connector plate stamped irons ?OC,e. E(ecfro go/s . /ce/ plots in occordoace w.lh •.5 TM. oe•ign. A• . (w'Acee noted /3 le. Electra go/v s /ee( pto/e in accordance with A s rA4 A• US). Roles Pta /es to be installed on opposite Sides of /truss Joints. i t/6)A 3 / 1, PI IC 4. t/O1NT "F" 3 " /:O' (! hoi /S per p /e /e) 5 '12414 Tofo/ Lood•34 Ps f trusses Spocedt Wo,4,,qq 5fresiei 0 /0 /1 d5emberS an I conneclienS M• creosed I'a for ahoy/ lime tosdny. 7RUS5 SPAN Zl'9 " To 24 510P1 2t: 12 TRUSS Me. 2C - T•o WOOD TRU55 DE5 /4/4 RoNE CORP. 11(5 4ORUMesteg Sr *Pk LOUCA, TLA. alts S /.t /s? dts Aa• Ss /o5 DR 4.41 61.1 R.0 4„ 000 3rr t( l.� ' 7 / Val/ P/4 /e TRtiss I4• /-f-4O Nip rAu s s - Nip Truss eL- /Nt-f- /yr i 3" /t, /500 f ! /V< / Warr Plate /'0" 1 Varre s • N/P ow- R /11ER TRV6S 1.AY0(T 6CALE: 41/TR /G ER "8 4/.r- /'o• ti 'S) h an / r (e Nor /S Per p /o /e) Beal ca • as o•ra4 4Of re.' • curR/4lER / /t "'r'o• ,./0 /NT :S , (A Nods per p /4/e) V eritc0-42. fiern6er3 ( /erncQ 1n cuh-iorf5 d 13 it/ors: For Des /en •Spec / /ico /ion* Jee Truss Na et- /Ht-f-co o I 1. q// Trusses /o be tfo "o. c. 2 Conned/on p /ales /o de ins /a / /ea on bo /A face* of lr�sd. Top members of Ou /, 99er6 capable of /ranlmi / //n9 /h Np Ov/ri9yer ou /r /99er - c .. Bo/loin of ou/rigyer5 /o ,ril/h •• iod nods. re de Cans /ruc //on y.nde P, P Iva // P/a /e — Z•a4L }. OUTR /G ER "0"" d0 /A./1 ' T (2Nar /s perp /a!e) 6 PEC /F /CAT /cDA/6 0 0 . _ tr . All connectors 18 ga. RONEL plates 270 lbs per plug with 1�� Splice modification. /o have spec /a/ anchors e fo/%riny loads 190• 33o 22O / /o be Toe nailed each face unless cihenvise o0/e.( 3 ; / a 1 i . miss 5P.tat To tc el -.. "./t. e4-/- '40 ,Jrf loud. N.J.; i S,scl y r19 Ri c 9 e 9/4i Order No, 68862 2.2.# 1168-54 Date Lot 15, AMENDED PLAT OF GOLDEN OATH PARK, according to ,the Plat thereof, recorded in plat Book 7 at Page 54 of the Public Records of Dade County, Florida. Field Book Reg.Land Surveyor# SOC�IATES, INS V, Pr;es, R 7Land - SurveWr StatO Of Fla. Reg. Land urveyor S of Fla. Red. Land Sur veyo State of Fla. le: 1 rC a 9 CleQI- I 4EREBY CERTIFY: That the attached "SKETCH OF SURVEY" of the above.described property is true and,'correct to the best :of my knovagdge and belief as recent- ly surveyed and platted under my direction. , � �, . C t HARR "S Order No. r ,, .. r ...,� +..•ri4+ar .Y' .r a«-•- rw!•+ �...+.r+�w�Mts7"�we'ry�w`+'�+w t +►/"'.r:. r. �.� _ .. „ _ , unt .r.R:ye- %unt K+•wki• «iet..,ra..:,+ pN.r ••ys•••• 1 r .j �3. 74..M... 1'� t..ti i V 4- o ta - .y+._ 1, 4 - .iA -- S S 7 .iy �Y y .. - .� r'L1 . r . -. R ., . Si. a sue,:a ! '..w. ;',..., . .�.. i 1 ••.+.r.r:]!• '.iA':•: w_:.tl�'.G'.1f.S..�:a.x'� '•ar9' '--. — -- ice!` -— •r ••— --wf- ywf•hee. • • r z• ASFHA•2.2" r VI D . VA 2 % / CRORY...117 i ACV' Ht....A) IT IN I Z. CY we_molg ze4: 11..111.100W eto OPOIMG e6o QCOM 6rre p1-4/v 06 k /A /1 1 11: 1 _k10 - P71,001 9: ( PA M T -WAL16 WAG!, pitv,-:muiret? - 1.'21LIA16: POP ( rho, - LA-M V u) I/ k • V00:26 : WoO Oititi - IZOO "r16gS: /OA re Hoi6 c-5xisr whyvem6 AWN 1 Ak; - A RA e . • C4A tA t o' _ 'HI' MAICHRO fiN6 - * 0 --- rLoog. --- - cove ,% r/A11 tOd X l6" w/2 454 E- <10Al 6 'N figs/ 3/0444- 0: A/ I : ' a xi t : :A 100 JA . r (0 — 2 -6 0.10%.. .1 C Je/ 4. /4/ 1 , 1 -0„ ,q /0 w/R 5 Id 0,0 W1 th pAcr 0Ae•JP FIt4 ?go Poe; _for> A r/ Ai 04 11 1a7# 'er(Mak.).,.4,46 a6t, 0010 -At 4 OATH -- 1$ eoom r (2c0 OA r it OATH * AP A26 ge'Dotd ;-ligoArr 1- A ,t> DEPT. OF ENVIRONMENTAL RE'30UacEs MANAGEMENT MEI g0P01.11AN DADE COUNTY ENVIRONMENTAL FACILITIES ONLY 'PPM)/ - 9 /A1644.2.161.12 --s;p GAfr RA Axe 244 24 eototinkOsfiG000t4 cL 4■Rpikorr • 2 • ' PROJECT NAME AND ADDRESS: 6 V' //r, 44 O / r r, 3 S BUILDER: b t,.) �Y-t& I A OFFICE S re.) , LIMATE 7 ❑ 8 9 ❑ p d d �� �� ����lS,ju OWNER: T Lti / / /ei AA o „6,, / / i D 3 NO.: 1/'' 1 19 1 6 NO.: SDICTION IA" 3;,M 45 8 NEW CONSTRUCTION ❑ ADDITION g IF MULTIFAMILY, NUMBER CF CONDITIONED' FLOOR AREA IS Z 7 SO FT GLASS AREA AND TYPE CLEAR TINT.FILM.SOLAR SCREEN UNITS COVERED BY THIS SUBMITTAL FT S PANf � 3 FT SI PANE I 1 FQT PREDOMINANT EAVE OVERHANG LENGTH CHECK IF THIS SUBMITTAL REPRESENTS A WORST CASE • CONDITION MULTIFAMILY ATTACHED 1111 (3 stories or less) SINGLE- FAMILY DETACHED 3 n I (FT DOUBLE- PANE DOUBLE- PANE 1 SO FT 1 SO FT PORCH OVERHANG LENGTH WALL TYPE AND INSULATION CEILING TYPE AND INSULATION FLOOR TYPE ANO INSULATION W000 MASONRY PERCENTAGE OF GLASS TJ FLOOR: , % WOOD FRAME MASONRY EXTERIOR: 1 EXTER • j S •�I L RAI = COMMON R = ❑ R AISE R = COMMON R = E UNDER A D I n J,I J COMPLIANCE PACKAGE CHOSEN: — �. ADJACENT: _ I I ADJACENT COMMON: R= f SLAB -ON- GRADE: R= I ' COMMON R : •n I J COMMON: R= � j • I 1 j __;0____ DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER Sj'STEM 0 ELECTRIC STRIP Ell NATURAL GAS ❑ ROOM UNIT OR PACKAGED TERMINAL HEAT PUMP COPIHSPF /AFUE = ❑ HEAT PUMP ❑ OTHER FUELS ❑ NONE f I r l.{7 a ELECTRIC III NATURAL GAS ❑ OTHER FUELS t EF - •L� f ❑ NONE l • 1yJ X 111 SOLAR ❑ HEAT ... ❑ DEDICATED • SF /EF RECOVERY — ` HEAT � — PUMP UNCONDITIONED SPACE: R = VI CENTRAL ❑ NONE ❑ ROOM IIII PACKAGED TERMiNAL AIR CONDITIONER I. NE iNCONDITIONED SPACE: R = SEERIEER - I -)11)1.i ) i t NUMBER OF BEDROOMS- _ 1 Fl In accordance with Section 553.907 F.S., I hereby c ify that the plans and specifications covered by this c. 1 •n are compliance with the Florida Energy Code. OWNER/AGENT: Review of the plans and Specifications covered by this calculation indicates compliance with the Florida ergy Code. Before construction is compteted, this building will be inspected •IiaA 1n accordance with Section 5531908 F.S. BUILDING OFFICIAL: - DATE: •• , . P.' DATE: 3 Z 7 7 O TABLE 10A MINIMUM REQUIREMENTS FOR ALL PACKAGES , COMPONENTS SECTION REQUIREMENTS - - CHECK WINDOWS 904.1 MAXIMUM CF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. • L EXTERIOR & ADJACENT DOORS 904.1 SOUO CORE. W000 PANEL, INSULATED OR GLASS DOORS ONLY. MAXIMUM OF 0.5 CFM PER SQUARE FOOT OF DOOR INCLUDES SLIDING GLASS DOORS. v EXTERIOR JOINTS /CRACKS 904.1 TO BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED. v SOLE & TOP PLATES 903.2 SOLE PLATES AND PENETRATIONS THROUGH TOP PLATES OF EXTERIOR WALLS MUST BE SEALED. v INFILTRATION BARRIER 903.2 INFILTRATION BARRIER MUST BE INSTALLED IN EXTERIOR WALLS & RAISED W000 FLOORS. v INTERIOR JOINTS /CRACKS 903 2 ALL OPENINGS IN INTERIOR SURFACES OF CEILINGS AND EXTERIOR WALLS MUST BE SEALED. v FIREPLACES 903.2 FIREPLACES MUST HAVE FLUE CAMPERS, GLASS DOORS ANO OUTSIDE COMBUSTION AIR INTAKES. 4 , EXHAUST FANS 903.2 EXHAUST FANS VENTED TO UNCONDITIONED SPACE SHALL HAVE DAMPERS, EXCEPT FOR COMBUSTION DEVICES WITH' INTEGRAL EXHAUST DUCTWORK. WATER HEATERS 904.2 MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND STANOBY LOSS REQUIREMENTS. SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (ELECTRIC) OR CUT -OFF (GAS) VALVE MUST BE PROVIDED. AN EXTERNAL OR BUILT -IN HEAT TRAP MUST BE PROVIDED. _■•■I SPAS AND HEATEO SWIMMING POOLS 904.3 SPAS AND HEATED POOLS MUST HAVE COVERS (EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST HAVE A PUMP TIMER. GAS SPA & POOL HEATERS MUST HAVE MINI!.YJM THERMAL EFFICIENCY OF 75 %. �, /� /T J HOT WATER PIPES 904 4 INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS INCLUDING HEAT RECOVERY UNITS. IN SUCH CASES. PIPING HEAT LOSS SHALL BE LIMITED TO A MAXIMUM OF 17.5 BTUH PER LINEAR FOOT OF PIPE. SHOWER HEADS 904.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 80 PSIG. HVAC DUCT _C4N51 CTION __-..•..- ,• __ HVAC CONTROLS 903.2 1Q4 ¢ 904.7 CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHNICAL CODE. JOINTS IN UNCONDITIONED SPACE SHALL BE SEALED. D�CT_S SHALL BE INSULATED TO A MINIMUM QE R -4 2. J A SEPARATE, READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. FORM 1000 -A•89 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 10 — RESIDENTIAL PRESCRIPTIVE COMPLIANCE METHOD DEPARTMENT OF COMMUNITY AFFAIRS CLIMATE ZONES SOUTH 7 8 9 COMPLIANCE WITH SECTION 10 OF THE FLORIDA ENERGY EFFICIENCY CODE MAY BE DEMONSTRATED BY USE OF FORM 1000A -89 FOR SINGLE AND MULTIFAMILY RESIDENCES OF 3 STORIES OR LESS W HEIGHT. AND ADDITIONS TO EXISTING RESIDENTIAL BUILDINGS. TO COMPLY. A BUILDING MUST MEET OR EXCEED ALL OF THE ENERGY EFFICIENCY PRESCRIPTIVES IN ANY ONE OF THE PRESCRIPTIVE COMPONENT PACKAGES AND COMPLY WITH THE PRESCRIPTIVE MEASURES LISTED iN TABLE 10A OF THIS FORM. COMPLIANCE BY THIS METHOD WILL BE, IN MST CASES. EQUIVALENT TO AN EPI OF 100 POINTS OTESS. AN ALTERNATIVE METHOD IS PROVIDED FOR ADDITIONS OF 600 SQUARE FEET OR LESS BY USE OF FORM 1000C•89 IF A BUILDING DOES NOT COMPLY WITH THIS METHOO, I MAY STILL COMPLY UNDER SECTION 9 OF THE CODE a PROJECT NAME AND ADDRESS: 6-, l / fr ..4 J rye 6 3 BUILDER: C) —> re-e.....4._ - PERMITTING / 444 / S& 7 c'3 OFFICE: ' CLIMATE 7 E 8 a 9 ZONE: L— 9d� �� . �/ ia�i-.' " OWNER: / /�,� M �6,, err0 5 No MIT I q ,�.y I � Q I% NO.: 1 1 .7 �✓ A a NEW CONSTRUCTION ❑ �.,� ADDITION Le If MULTIFAMILY NUMBER OF CONDITIONED FLOOR AREA l is Z FT SO GLASS AREA AND TYPE CLEAR TINT,FILM.SOLAR SCREEN UNITS COVERED BY THIS SUBMITTAL FT S PANE INGLE 3 / I 0 FT SINGLE PANE SO FT PREDOMINANT EAVE OVERHANG LENGTH 1 I 1 — CHECK IF THIS SUBMITTAL REPRESENTS A WORST CASE • CONDITION M MULTIFAMILY ATTACHED ❑ (3 stories of less) SINGLE-FAMILY DETACHED PORCH OVERHANG LENGTH , SO FT FT DOUBLE• PANE I DOUBLE PANE SO FT I 1 WALL TYPE AND INSULATION CEILING TYPE AND INSULATION FLOOR TYPE AND INSULATION WOOD MASONRY PERCENTAGE OF GLASS T':1 FLOOR: q WOOD FRAME MASONRY EXTERIOR: ADJACENT: R COMMON: R = --1 EXTERIOR- r L R S r _. - I �I oJ[ j RAISED: 3 D COMM I] J RAISE .— UNDER ATTIC: R - 3 o — —• COMM i J In COMPLIANCE PACKAGE CHOSEN: _ / �° � ADJACENT R COMMON R= 1 I 1 I•_ SLAB ON- GRADE: R = , TO = 1 COMMQ M tI = I j_ 1 l,I � DUCTS COOLING SYSTEM HEATING SYSTEM HOT WATER STEM 0 ELECTRIC STRIP ❑ HEAT ❑ NATURAL GAS ❑ OTHER ❑ ROOM UNIT OR ❑ NONE PACKAGED TERMiNAL HEAT PUMP Ir �TI ( COPHSPF /AFUE = ri.I �1I I PUMP FUELS . , ti 01 ELECTRIC El NONE ❑ NATURAL GAS ❑ OTHER FUELS SOLAR ❑ HEAT . ❑ QEDICATED Sf / EF :- RECOVERY HEAT PUMP IN UNCONDITIONED CENTRAL ❑ NONE ❑ ROOM ❑ PACKAGED TERMINAL ` AIR CONDITIONER I IN SPACE tt 11 CONDITIONED LJ II I. : � Z R I � qq EF L7 T 1 yI SEER/EER - 1I 1 I. ' NUMBER OF BEDROOMS- .- . •, Z In accordance with Section 553.907 F.S., I hereby c' ify that the plans and specifications covered by this c. i .'•n are compliance with the Florida Energy Code. OWNER/AGENT: Review of the plans and Specificatiohs covered by this calculation indicates compliance with the Florida ergy Code. Before construction is completed, this building will be inspected N Y , ialt , n accordance with Section 553.908 F.S. BUILDING OFFICIAL: t. ; DATE: • • • • F� DATE: t TABLE 10A MINIMUM REQUIREMENTS FOR ALL PACKAGES ' yta, COMPONENTS SECTION REOU)REMENTS - CHECK WINDOWS 904.1 MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK. .. -1 L EXTERIOR & ADJACENT DOORS gOq, t SOLID CORE, W000 PANEL. INSULATED OR GLASS DOORS ONLY. MAXIMUM OF 0.5 CFM PER SOUARE FOOT OF DOOR AREA. INCLUDES SLIDING GLASS DOORS. v EXTERIOR JOINTS /CRACKS 904.1 TO BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED. v SOLE & TOP PLATES 903.2 SOLE PLATES AND PENETRATIONS THROUGH TOP PLATES OF EXTERIOR WALLS MUST BE SEALED. INFILTRATION BARRIER 903 2 INFILTRATION BARRIER MUST BE INSTALLED IN EXTERIOR WALLS & RAISED WOOD FLOORS. v INTERIOR JOINTS /CRACKS 903 2 ALL OPENINGS IN INTERIOR SURFACES OF CEILINGS AND EXTERIOR WALLS MUST BE SEALED. v FIREPLACES 903.2 FIREPLACES MUST HAVE FLUE DAMPERS, GLASS DOORS AND OUTSIDE COMBUSTION AIR INTAKES. 4' /j• EXHAUST FANS 903.2 EXHAUST FANS VENTED TO UNCONDITIONED SPACE SHALL HAVE DAMPERS, EXCEPT FOR COMBUSTION DEVICES WITH' INTEGRAL EXHAUST DUCTWORK. N/� WATER HEATERS 904.2 MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND STANDBY LOSS REQUIREMENTS, SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (ELECTRIC) OR CUT-OFF (GAS) VALVE MUST BE PROVIDED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED. v SPAS AND HEATED SWIMMING POOLS 904.3 SPAS AND HEATED POOLS MUST HAVE COVERS (EXCEPT SOLAR HEATED). NON- COMMERCIAL POOLS MUST HAVE A PUMP TIMER. GAS SPA & POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 7546. � /''� HOT WATER PIPES 904 INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS INCLUDING HEAT RECOVERY UNITS. IN SUCH CASES. PIPING HEAT LOSS SHALL BE LIMITED TO A MAXIMUM OF 17.5 BTUH PER LIN.EAR FOOT OF PIPE. v SHOWER HEAD$ 904.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 80 PSIG. HVAC DUCT _CQNST QTJQN _ -„ „ 903.2 2Q4 ¢_PACE CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHNICAL CODE. JOINTS IN UNCONDITIONED $HALL BE SEALED. DUJJ SHALL BE INSULATED TO A MINIMUM OF R-42. ---- 904.7 A SEPARATE, READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. ^ HVAC CONTROLS FORM 1000 -A•89 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 10 — RESIDENTIAL PRESCRIPTIVE COMPLIANCE METHOD DEPARTMENT OF COMMUNITY AFFAIRS CLIMATE ZONES SOUTH 7 8 9 COMPLIANCE WITH SECTION 10 OF THE FLORIDA ENERGY EFFICIENCY CODE MAY BE DEMONSTRATED BY USE OF FORM 100CA -89 FOR SINGLE AND MULTIFAMILY RESIDENCES OF 3 STORIES OR LESS IN HEIGHT. AND ADDITIONS TO EXISTING RESIDENTIAL BUILDINGS. 10 COMPLY. A BUILDING MUST MEET OR EXCEED ALL OF THE ENERGY EFFICIENCY PRESCRIPTIVES IN ANY ONE OF THE PRESCRIPTIVE COMPONENT PACKAGES AND COMPLY WITH THE PRESCRIPTIVE MEASURES LISTED IN TABLE ICA OF THIS FORM. COMPLIANCE BY THIS METHOD WILL BE, IN M CASES. EQUIVALENT TO AN EPI OF 100 POINTS 0 ESS, AN ALTERNATIVE METHOD IS PROVIDED FOR ADDITIONS OF 600 SQUARE FEET OR LESS BY USE OF FORM 1000C -89 IF A BUILDING DOES NOT COMPLY WITH THIS METHOD. IT MAY STILL COMPLY UNDER SECTION 9 OF THE CODE. 10 -16 0 '6 1 7 1 r c- 0 0 ,BOUNDARY SURVEY ; 14 SO . 00 • c .a , 5.... • \AJ A foonb P ( 50. C 0 1 4 1 N. C12." d / Note: Bearings wnen shown reter to meridian 0 d 4-1 Pi 1-111:;I-1 C-i4A1■1 ,t111' FE tie„E. SCALE: 1" = 20' PROPERTY ADDRESS. q , LEGAL DESCRIPTION L C' 1 ., CERTIFIED TO: N. E l0 12. 14 •.J J. BONFILL AND ASSOCIATES INC. REGISTERED LAND SURVEYOR STATE OF FLORIDA 8150 S.W. 8th Street Miami, Florida 33144 (3C5) 262' 9775 t 'd SUBDIVISION A i' _AT" _1r '= �� _ r ..� i . � cLCCx ir ACCORDING 70 THE RL 7 , ERE0�F AS RECCP3E,. IN ?'_.A7 30CK 1 A7 OF TI-4,E RECORDS OF �: l PAGE C:.UNT . FLORIDA. LOR Z LOCATION EKE Cr: SCALE. = IPA THE cLA FLCCO INSURANCE RATE MAP CATEC " 04 ° .euSF -ED 9Y TrE ..rtrrEo STATas DE?ARTMENT CE - iQUSING ANC URBAN CEVELCs MENT CEL,NEATES THE nERE CESCRIBED LAND SE SITUATED'NITHIN ZCNE Community ,5 ty No1'ru3 No Cy". /1"-:' Suffix • (` WE HERESY CERTIFY That the attached BOUNDARY SURVEY of the aoove described orcoerty ,s :rue ano correct :o :re pest of our knowledge and belief as recently Surveyed uncer our cirer.Ion. also ',rat :here are no aoove ground encroachments unless shown. and meets the minimum technical standards set forth oy the FLCRIOA BCARD CF _ANC SURVEYCRS. Pursuant to Section 412.027 Fla. Statutes and Chanter 21H -H6 of Florida Administrative Coce. 'Examination of the aostract of title well nave to oe mace to determine recoroec instruments. if any. affecting the property. '_ocation and ,cenuficat on of utilities on anoror aciacent to the property were not secured as such ,nformatror was not recuestec. Jwnersnlp is suoiect to opinion of title. ?ROFESSi I"ANC SUFibE''OR NO STATE OF FLORIDA ,tuon ?onf U DATE !� - CA-Cl° z; +g For Order No. qO /5- J `T _ bfIeLockTM The Cobble -Lock rM interlocking concrete paving stone incorporates two squares and two hexagons within a single unit, creating a small scale, elegant pattern design. With a wide selection of earthtone colors, pastels and colormixes to choose from, Cobble- Lockr" adds a took of distinction to residential and commercial paving projects. Add beauty and durability to driveways, pool decks, patios, courtyards, plazas and more with Cobble- Lock Although Cobble- Lockr" can be installed in a variety of patterns such as herringbone, parquet, or runner, the pattern design remains the same. Composition and Manufacture Cobble- LockT" is made from a "no slump" concrete mix. Made under extreme pressure and high frequency vibrations, Cobble- lock'" has a compressive strength greater than 8000 psi, a water absorption maximum of 5% and will meet or exceed ASTM C -936 and freeze - thaw testing per section 8 of ASTM C -67. installation 1. Excavate unsuitable, unstable or unconsolidated subgrade material and compact the area which has been cleared. Backfill and level with dense graded aggregate suitable for base material (Typically 4 -6 in. of compacted base for Tight vehicular and pedestrian traffic, increasing to 8 in. for heavy vehicular and industrial use) or as otherwise directed by Site Engineer /Architect/ Landscape Architect. 2. Place bedding course of washed concrete sand conforming to the grading requirements of ASTM C- 33 to a uniform depth of 1 - 1 in. (25 -38mm) leveled to the grade and profile required, 3. install Cobble- LockT". Cobble-Lock r4 has spacer ribs that automatically provide the proper Joint width of approximately 1 /B in. (3mm) when installed. 4. Where required, cut pavers with an approved cutter to fit accurately, neatly and without damaged edges. 5. Tamp pavers with a plate compactor, uniformly level, true to grade and free of movement. 6. Fill joints with sand, *For complete instalkation & specification details contact your manufacturer. iypical Cross Section of Concrete Paver installation . �ri'�tfFi:.:'�i "c•::.:: ?tip:.. .• .e.1 ..'. .fit'. •e MANUFACTURERS OF SAND FILLED JOINTS — PAVERS — BEDDING COURSE — COARSE GRANUTAR BASE tams INC. Dimensions Height/Thickness Width Length 23 /8" = 60mm Approx. 7 = 185mm Approx, 9 = 240mm Quantity needed per square foot approx. 3.23 pieces Applications *General road construction • Parking lots • Gas stations • Driveways • Patios • Highway ramps + Highway rest areas • Bridge underpasses • EntraI ce areas • industrial plants • industrial yards • Factory streets • Rail tracks • Storage depots • Loading docks • Farm roads • Flooring in stables • Sidewalks • Terraces • Garden paths • Pool decks • Escarpment fortification • Beach promenades • Shore fortification • Tank roads • Erosion prevention • Protective surface for bridge "abutments" • Pedestrian malls • Roof gardens • Street medians Note: Cokos are shown os occuratey as possible in brochures and samples, but due to the nature of the product, regional color preferences, and variables in print reproduction, colors may not match exactly. For best resuffs h maintaining color consistency, pavers must be installed from several cubes at a time. Efflorescence, o whitish, powder -like deposit may form on concrete pavers. This is a natural occurence in all concrete materials and will usualy wear off over time. As all concrete absorbs heat, tighter colored pavers are recommended to pool areas. installation Pattern (01993 Paver Systems, Inc. MANUFACTURING FACILITIES: ❑ 71o7 INTERPACE RD., W. PALM BEACH, FL 33407 • (407) 843 -5202 • FAX 7 ❑ 39 WEST IANDSTREET RD., ORLANDO, FL 32824 • (407) 859 -9117 • FAX 3544-3164 TOLL -FREE • WPB 1 800.226 -0004 • ORLANDO 1- 800 - 226 -9117 • TA 1- 800 - 4- ❑ 6937 ROGERS LAKE RD., UTHONIA-ATLANTA, GA 30058 • (770) 482-6466 • FAX ❑ 1400 EAST 39th ST, CHATTANOOGA, TN 37407 • (473) 867 -4510 • FAX 4 23 - 867 -7280 ❑ 3201 FRANKLIN LIMESTONE RD., NASHVILLE, TN 37013 • (615) 834 -1207 • FAX 615 -834 -8877 • PAVING STONES • THE ORIGINAL. THE BEST, Printed in U.S.A. 10 11 I^G 13 (4 IS (L7 -+ t 'J L ,:✓. FL' 'f F: r "el P'F= BOUNDARY SURVEY 5O OO' 0 0 ' O dN(,; `p 9 o, r _ _ L-- X —x - -X - 4 20 1.- 9.4 X I CO314.P.c - Tc alp ' SL i�2 6,0 2 Note: eearmgs wren snown refer to mer,cian 1 C.2.5 WALL !I �foPnd _ 77i GL - - `I' G NA. , i) LI TJN FErl<.E SCALE: 1" = 20' PROPERTY ADDRESS. Cj (0L9 N E . LEGAL DESCRIPTION r CT 1 N.E. a r.a SUBCIVISICN Al " ' 1' . - F:AJ C _ ra CCPCIN � „ '.-+E or ,AT � I +c ?E';�F AS r =...,, __.. � =_.A- 3CGK ! :- ?AGE zs- CF - E ?i�iaLiC PECCPCS CF - % 1 _ ^ Tti~E c'1a FLCCC NSI:RANCE PA' MAP i I Co ? -- PATE CATEC ' 7 2 ' ' B LiSt-EL 3V T>✓E'LNITEB ST,- es DEPARTMENT 'CLS NG ANC :PBAN CEtiELCP' ENT. CEL THE CESCP1SEC :.ANC SE SITLATEC wiTHN ZONE Community `OI7,509t3POnei No O0y3 Suffix fi WE HE?.E3Y CE.TIFY: That :re attac-'ed 3OUNCARY SUAVE' of :re aoove cescrcec orccerty s :rue ano correct :o :re nest of our knowiecge ano belief as recently surveyed uncer our oirection. also :rat :sere are no aocve grounc encrcac nnents urtiess snown, ano meets ire minimum tecnn,cat stancares set form oy :re FLCRICA 3CAFD CF IaNC SURVEYCRS. Pursuant to Sectlon 472.027 Fla, Statutes ana Chanter 21H -H6 Of Florida Aamin+strauve Code. Examination of ire acstract of tite mil nave to oe mace :o aeterm+ne recorcec Instruments. If any, affecting the procerty. Location and ;certification of utilities on arc; Cr ac acert to :re proCerty were not secured as Suer information was not redues:ec. CwnerSn+o s suo'ect to oornion of titie. CERTIFIE: TO J. SONFILL AND ASSOCIATES INC. REGISTERED LAND SURVEYOR STATE OF FLORIDA 81:4 S.'N. 8th Street Miami, Florida 33144 (3C5)262 97'5 LOCATION SKc: Cr SCALE. = 100 PFCFESS■ LANCrUR 'OR NO STATE OF FLORIDA vucn J. 3onf.1: DATE. D3 al Order No. E. 31'? For. 20- 59 �.Z. l t'i't. ?[.e.,i1 11.04 S M Al/ 4 n: req., ,C ' - /& 5' A.J /t). l 711 P, �_ _ , Es ! 1 1'44 ID+. ; M 8:6848 SOLI LEDGE STRIP 4• . 0" O. C. FASTEN KICKER W/ NURR. CUPS. i A l , .. to w _ Z a u Q - = 4 - Z Lit _ 1 . 1 Q u. to Q Z. �.. 4 V C) 0-4—, 8 cey c3- ti CNt • t>, I I II• I I I I 1 HANGER SOMA: Otto" ADVANCE METAL PRODUCTS, INC. 2445 N.W. 761h STREET, MIAMI MATERIAL,- V. GA. GALV. ST'L. HOLES - 1f •4 FOR NAILS SQUARE FOR Ya „ CARRIAGE 1'tOLT WELDS- 5 '4” 01A. RESISTANCE TYPE_ 3 WELDS AT DOT. OF EA. GUSSET F$ 4. W6LD5 AT ESACK OF E.A. GUSSET fE CARRIAGE BOLT HOLE • JOIST HANGER R •. STRAP AS S11OW14 FOR DETAIL A 4 FS. STRAIGIAT VI' FOR O%tAIL C. DETAILS AND ALLOWAE LE. LOADING DETAIL A 4. et, G HANG CR TYP. FASTENING DETAIL XAL E: 4 "wo.• GIRDER TRUSS a ADVANCE METAL P42.00DUCT 3, 1 NC. 4-16d L A. SIDE 4 CLINGN DETAIL A HANGER E'ATA SAFE WORKING LOAD 4 4,3S0 3,600* # SAFETY FACTOR OF 3.5, BASED ON ULTIMATE LOAD, SAFE WORKING LOAD. LOADS ES ASED ON TESTS LAESORATORY, M IAMI, FLORIDA. TRUSS OR. FOIST TYPICAL APPLICATION SCALE: 1`1e." =1' -O" No. OF tGd N41LS REQ'O. IN STRAP 6 SHOWN IN FASTENING PET . 8 6 0 BOLTS I - Y "¢ NONE - NONE � SED FOR DETERMINATION OF Y PITTSFSVRG}I TESTING JULES P. CHANNING ASSOCIATES ENGINEERS ARCHITECTS 71 N. W. 54rH STREET MIAMI. FLORIDA �FIILE No DATE_ . SCALE 1 D11ANN SY SF N o . 5958 19.1 'S9 L NOTED I CM[CKEo vi 1 of 1 J D3 METAL PRODUCTS, Inc. 2445 N.W. 76th STREET, MIAMI ALSO AVAILABLE FROM YOUR BUILDING SUPPLY DEALER SNAP TIES JOIST HANGERS SNAP TIE SHOES PLUMBING STRAP TIE BEAM HANGERS HURRICANE CLIPS FOUNDATION CHAIRS "5" WAY GRIPS LOCK -SEAT PLATES - TRUSS TIE SPACERS TRUSS ANCHORS -JOIST ANCHORS-SUP ANCHORS BULK RATE U. 5. POSTAGE PAID MIAMI, FLORIDA PERMIT NO. 289