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600 NE 101 St (7)THIS gA R D MUST BE DI ijtiami chere4 Oillae NO. 1 j6/ BUILDLING Tie Beam ,ke ,p Framing 4,f-�k\ I - {�`r PLU if NG Temporary ollef Septic Tank ELECTRICAL Temporary Service Air Cond. SPECIAL Sidewalks and Clean -Up Rough Ducts bYED ON FRONT OF JOB. Owner - Contract() y (f Block f'5 . Subdivision M ‘ 4 034 . 1 Stpriteg 4 Address fj.C. t / ' cr NOTICE: All Sub - Contractors Must Obtain LICENSES and PERMITS Before Work is Started. No Work on Sunday No Work Before 7:30 A.M. c d o Ni Work. • Yard Spaces. f Foundation Sheathing Roofing 1 . Slab (A= f6-y, Final Rough ; E Fixtures p, y,' Pool —Floor Walls C. Mechanical Top Out and Tub Slab Fixtures Final Serv. NOTICE TO BUILDER: Protect This Card and Return To Building Department For Certificate of Occupancy BROWER PRESS 30 BUILDING Tie Beam Framing PLUMBING Temporary Toilet Septic Tank Air Cond. THIS CARD MUST BE DISPLAYED ON FRONT OF JOB. 'Iaml shorted l)illqe NO. !9 Yard Spaces Sheathing Roofing slabs.a - A—L b -W A a- 13 -1Z Final Rough d, C Q - t 2 / 1 Top Out and Tub Fixtures Ducts, ELECTR � L 4 Temporary Service Rough' °✓ � \V , Fixtures- Owner utures Owner J . £) 'f6 � - Contractor w . SPECIAL - Sidewalks and Clean - Up / Walls \'? -Pool — Floor Slab Lot Z . 2_.6„ I ( Block Ea - Subdivision /i , , ,c Address ©� �� lam/ Cr NOTICE: All Sub - Contractors Must Obtain LICENSES and PERMITS Before. Work is Started. No Work on Sunday No Work Before 7 :30 A.M. No Night Work. Foundation Final Sent. caX, o J N NOTICE TO BUILDER: Protect This Card and Return To Building Deparbnent- 'or Certificate of Occupancy _ Lss b h 'grog') viV 119 r _ e ks ex:1 A 13 11 -3 a 1 I/ 4 klQ 12 1- 0 41 914 0 511 id di L ° 1 - 4 Li I yr 8 . ) . j _ 3 -3 ( te (. 914 r 1st ' hi 'd • g 1 .Al') - z)! 3)( hf 1 .4 L 5 ; 1 1 Ix 9 e 01 1 kl 0 - 1 -11 gti 9tU1 OtEV 3xel I • , .4 3 w II /S h 14 e 1 .: t,4105 1 - 11401.. 4 il 1)t °;.4 L. 5 a 021F t; / ;I V . 1 :or 1(i • rz.v...e.M. 14 L 941 -ci ()lc 11 hixa 1 ----> 1X0?: .1.23 1)4044q d kA) „7 ti (NIA 40 1% 111, rr 1 • - ,• 21"..in _ 4- 9 2' =EXIr .. L 711-1"4 tr(,. X t S ' j 1 t.-1 HUDSON & ROOT A R C H I T E C T S 1330 SOLITM 01X1E 141614WAV CORAL OA BLES 331413 • FLORIDA ` ;t7a-L —"PAT c i"4": AV4Y _N COMM NO. - .rC.,, 0 R AWN ,ATE - 5 - 77 ` 3 14 E F T OF 1 { Lvov j�L.A1•.l 1• L 41 -4 t: t • I ;i.1t1 N Mt to Ttt h. ► ,��..�7EIZ• I T✓ x�5; itJC� ��z3 a� t..1�t Std • 5,1'0 ttt TX. t 1GC -P., "V 7. c.Lt4r,tc G•lu Vre t 0 t4. 1.q k_1r,.. as. A1.b'710, ah • L.=.- 1 -l' 4.‘4t AS N ... SVC. 15. •-1 1 t4.•- as �L �ctsT t.. MV'n,,2 W/ 14„'✓ " 'e-Nt. F !•`1 ��� I. �LvNt. - �, r3sec..L. �Qet pr. zE -1/4/1 4 441.RV - (t;g e%f o"'" -:sa-) 0 sA `.,41 i . c.4. VsaV 2G,o. �,�t. °.G. SS2r'tati 11 TtL A C 4R. IZ 1 * . Hr r NO IT' ., .. JRD: A ;',7" W1T1-1 SLfr ?' . FAT t - r» 1-^L, ; c-/ F - 1 ; car t r.�4 SLo°tE. SL6fi �Rot� 4�voL v .i .•t l;. 1/ 1. I PER1+11T ?'MARKS" zoy1;N1G 1 - `Do ELOW. *1r^ r:,.,: 7 . E ooI/I^L1ED Date ..JVAL FINAL: ' . - '.:ODE AS ADOPTED : ,a. r r'T CT, 3;71LDER & 4 • OF At 31JILD- ; .. :Di SPEC1r1CALLY INDICATED HEREIN. r 4 1 if � r 'QLti' E. 2_ S L bi i 6 10 /10 �I:',M zr.A.Ar. - 4T.-_1I LS X LO • POOL DATA POOL CAPACiTV {1b,..A0 11 L F 1 LTER AREA sibs* 4.+Q• FILTRATION RATE Gym BACKWASN. RATE GP%l - . 1 - 2.5. I sS. TURNOVE RATE 14r. 12 Pump 5 1 E -- HP. 4 - 1 -- i - i L NOT E wolf thickness P To P 3 ° pOUr_d Conc. - @. S Qun - -- -4 Tor, c.• 9 ^` The soil conditions at this site are adequate to support the design load of 2500 psf. Shaidd other conditions or materials be encountered, the engineer shall be notified before proceeding with the work. ADJUSTABLE COLLAR ze.„ 134, 7 9 ' PLOT AND POOL PLAN LEGAL �. o T 17 e. 1 <. ?. 4. Glozed ceramic site SKIMMER OE TA /L TYPICAL POOL SECTION /3 %4 " t5 " .7 DERF. e 4 ' J lasmer —L /72" THREAD 1 3 �. • G� V - Water level e 3,'a 12' cc eo war Pre u vor . I rk a - Dm* - Rook rr...X • ST t,•s. Ot% a c. 14.0 ...A.. v \ t • 'S•G Qv t c ti4 Vn0.'' t7c>' - - . ,- '- - r 1 1 5 L G •z• .Qt) .4''v t.UtiC% ^lam . r SCALE: ► : 20 2 4• r- - 4o'- 0 Precost conc or rustproof fiberglass Mo,n Droll x l"s."T r lJ'1 P`G, STEPS 8, HANDRAIL D TA _I L SW /M - 00r t-tbGE 0E7. G. 8 See deck rift. P.c. 0 P.S. 1 u5 ( . 51.AS W! t!e marble poster TO £LC Cra /c PANEL S.pa •c9. eircu ;'s for mo tors and light's " dress Or Rigid Sc 4OPVC Pipe in Poo/ Ar•o Ground A// Bows, Light, Mofer, £fc . ills W/r.. Meh: prNre! mos tshr rophr A iv/ of /,liner • A .4vw io mw comosaillos. ELECTRICAL DIAGRAM TYPICAL // ; Rturn Line -) T aF M L W g sfe l ,L4c , 4,i Sm • } 4'- 0 min. , 1 Skimmer -„" !AC ) Main Drain - 4"s lab •Atttt'ss .. T 6 n S+Pel 4 orm Or "Ott board WALL SECTION PIPING ISOMETRIC t2 - / • Q Q 35 : . 4- -# 1 Monue/ Melor SAerl.r Swift• ..rst • i Junction to P•obcvs rfPCk POOL Safety D oty (Automa■ic i clos,n a. tiCkina! NOTE CONDUCTOR ON LOAD SIDE G. F. C. I. SHALL BE KEPT ENTIRELY INDEPENDENT OF ALL OTHER WIRING & ELECTRICAL EQUIF Ei T _- w-POrsconn.c/ Stri'cA in Precast' Bo. Hi -rate Send Filter Pump Hair & L inf Catcher PIPING • 1 1 Y -conc f tg. CHAIN LINK FENCE. I •V P ''/1 A. S1>4. . 4'conC.slOb rP■nf 6.6 - !0 /10 mesh 2 mesh molt Slob ' 3C;) t2c/ Gw. ALTERNATE SECTION Slope 3'/ +O' L ; 4_ b PLAN • VILLAGE COUNCIL SCALE: f /a"= • r e. GENERAL NOTES: Cr -a 0 sit' Lr G.«.+' 17 1 t . For pion layout, deck dimensions, plot plan, schedule,. and special detatts - epro CoNTRAC OS," SHALL VERIFY • - - ALL - DIM1=NS1ONS AND CONDITIONS ON SITE p001 locaNOn, 2. Au swimming pools shott Deor on rock or undisturbed sand. Alt wolfs and floors shott be quniled.or poured conc. Concrete shott have o contoressive strength of 3,000 -psi min.e 28 cloys. 3. An •emfo•crnq steel shalt be inte•mediate gro1 stetwl Conforming t0 M. A Steel shott be bent, topped Ond placed M accordance with the A.C.P. standards Ord specifications 4. At, pool piping shol' be PVC. SChed -40 ono bear the NS of Opprorot. 5. Backwash shalt be to on under pool sump of 100 Sq.ft. min- area of woihed drain rock, 10wn I!! ahor w0lPrwa e1c in OCCardOncew IoCaI Orde$0001& 6" Disposal of pool water_ t! s'a c,o.or o+►- �0 0! $,1 BC. Surbte , n^ "pond lag O f ��t�1 pjV Ai thin lot Ines and �. 1, P'A�i�tt +rcv Shit n`b1JPr51st tar ^nQro ih 1 �r ��.t, � 1' ._, •n r: +' ^ -i 't��� Of .,,� ,H'�,;.P. at t+AO,n�•o,n 5ha11 hOve..� = C!t�ai�n;"�r'��'t ►e0 the NO OT1.1ER �1rcr'tr1!, ne ; 'i ' ` cP _- t Y 1 1 � 31:Lt �"' . ORi?i r1� }C bltt'.' p Pi, and d,sp c I snc+ll,5e ,n51,4,1.k, fi >tL� r•Cr ec`,l, ali.,4• itor'ies1M•Wdt±* p or water d !� P , i WI fH)BY 9 tr RT1 Hint stra shalt, hove ireroovottAe sc,• PPrti th O free ore 3 , Leas the o •rJ t.FeSu t• r r�' !%1 t F1R pL�c F1 IPr shall e �i _trl. 3 G.PM• per .! 0 1J b ack wOt:h requi •� i nBUC W3RKS pip 5yS t e m re,ns0'rC, ng ste - , lighting POLICE f+E> fixt . ousing k- �++*- nroo!ds and --Sp re'rr --- iTf n. tog e �> >d •u ndPri 4 o common 13U1!_D1N43rRT�'e bondi n ` wooer. 1 P4ANNIH? ¢t�Y,1*Grt'lg o.c!r pool voter. i . PRELIMINARY: RE41ARRS: 1 *5 Cant t L AaPROVAL FINAL `vO• E M,n "wdtn of deck - 4 :C • 1 f ,, �ov PTEt� c ,,Oti1PL1ANCE 1'Z THE SO Oi.O.. o::t O . - • O E �o , DICK - OOTING & SLAB D�TAI , T e+1.:t / + " 1! ��Y VIL -�1�11 SI-tORES ��1ltA�� UTH 1S n ��U`: <' ' - �iytt_ SUB "„c T - 1NG REGULATIONS CONTRACTORS W't1EHER OR NOT S ?�C1F1C.1LLY tNDrATEO", HE� fiE1at. �• ischorge, t there is no sposol system. SWIMMING P001. FOR: 1 ti Lo r ?2 A Po27 eoo ow Lor N tL:C . /OS 4M&WDE0 PtiT Of' M1aht! S »ds2.ES 4 PLAT FiDU}G 1 , P.40 /4. 4ap• COUNTY j ' 11.1)ta. IOA % VOfzi y z6.o. L !2.0'x NC; N.F. 51. Geo' 130. Ora' - /46w 117 1 N Yst l New . 'G a�n F SL CA Ao-2 r - rnrsrve twsTW.4 th y 1-4 6ft f:1 01 1 1 4^17.4c,.., I Po't • co s.4�tf .. oeci Earn /, PZ-07 PL4,0 = 20. j 1 r 27a.Iv� 111. • ' 22.75' 4 V1 5Y Tria z N a» a 4 ks1 • •4a" Sb>t SX- /- 1 r)N StP - rtC AN)k. NEw 7721 . fAK ZL A.C. I� LL vi 4 0 di o 'O 1 2 1 - o " iwew, PAt, 2ocr. S LAS) 2 4• 0 4.u.rrtva.. . ' P4LwtSdb)+ t COT > f.I►r►G rt - SCION ,70,12► ExIc ri Ney , 44 ' 15 2-7 C' LASS A ensArMJ NEW N, 5. mA l Ft vtt 1 A cc — 1 CAST 3,1Nrtti: Z ktiv 0 tfl 4 cca tit v c te .1 cpc • Wesr CT- p reo I • at.0 tZoo;c) gc6 rz V4-Cei Go) 0 • 44 3/7i r. 4. nor. sveneetztie•t Inspect:woo ett 2 It E, 5= TREtT ° I f 1j 1 6 1 1 4 Lo r ?2 A Po27 eoo ow Lor N tL:C . /OS 4M&WDE0 PtiT Of' M1aht! S »ds2.ES 4 PLAT FiDU}G 1 , P.40 /4. 4ap• COUNTY j ' 11.1)ta. IOA % VOfzi y z6.o. L !2.0'x NC; N.F. 51. Geo' 130. Ora' - /46w 117 1 N Yst l New . 'G a�n F SL CA Ao-2 r - rnrsrve twsTW.4 th y 1-4 6ft f:1 01 1 1 4^17.4c,.., I Po't • co s.4�tf .. oeci Earn /, PZ-07 PL4,0 = 20. j 1 r 27a.Iv� 111. • ' 22.75' 4 V1 5Y Tria z N a» a 4 ks1 • •4a" Sb>t SX- /- 1 r)N StP - rtC AN)k. NEw 7721 . fAK ZL A.C. I� LL vi 4 0 di o 'O 1 2 1 - o " iwew, PAt, 2ocr. S LAS) 2 4• 0 4.u.rrtva.. . ' P4LwtSdb)+ t COT > f.I►r►G rt - SCION ,70,12► ExIc ri Ney , 44 ' 15 2-7 C' LASS A ensArMJ NEW N, 5. mA l Ft vtt 1 A cc — 1 CAST 3,1Nrtti: Z ktiv 0 tfl 4 cca tit v c te .1 cpc • Wesr CT- p reo I • at.0 tZoo;c) gc6 rz V4-Cei Go) 0 • 44 3/7i r. 4. nor. sveneetztie•t Inspect:woo ett 2 It E, 5= TREtT ° EX t5T t�Gr C s1LuNC/ PM) St.) a -) 4 F �flraS�- 6LA S tP0D9-C CSCaie . ) r .. .. . . ) P¢cd &kali A ;_ j e cCALE f { NEW ; t. C.AS T Z.I N'T = L •F s -*' F'42, Coy -O'' e9P6■tmcr Nat) s At-cm/014v L Aass SLt Vs02.,5 r Gloor ?v1 ©P¢vitoc1 4 b AI k\ 2X40.1 S +%1ev,Q , "s wih+ -cur ri1 1 Ey] INGc SZe r • 0 OSItS5 T+c ;/ ° AM t. n E A.A S.- 40 w. rtzcez.1444 1 ; )' 4 "- es... p.C. Carle., ,CT 2 •4 Pas 3 4 D . PiY -rd ae:> .- CFtz.io a-- �=�--� EY re gvrr:cctAct elles, P.T. -2 X!to NOV FM. S4-4ttt) Shot. werel tt4 . ;.- a Cot CoX<c� W 4) MESH } L 1 _cr i -7- CoMpAc ^ Stfl_ `�-- -� S .0 ,24): scats. • J&MT ILL CaS VENTM V 1 r S1-1 6 A TA tLy.. MAL 1r 4 £X tST tntG so F -t T aG EXAvritaCY WALL %4' S Voce $4f 9i. 0-)s Gas To Oar . J - 3014-s T Nay fZ©OF To MATC41 EXvSTENC PAINT AI (..t) cAP- r°o9 -T A lST E GAtLexTe 206FS „, 4 $ oI;TS C.c.FAZ TM 1 Ex-r. SbFF! T - eattk!'i`6o f4" d es► Cow. , FTC.r. ra '" a o- u W4 S ALL . FTC "5, _ ALL ° C M- TILE LAro jN 44QP4 ©ft- cqolA^IN. sol2FAcs MoP PED ON 3,0*' FEC fir/e7IFACJA T O M'ATeA EXISTING. 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S-1 DV E. 2- 0 -=t EAST DULL - cir, o Add taytei - t11.r1r 5 1�!�A�. ..a........ l - rtt pot. p Pit P �1f3a.w, ►SMYYn!!'YgX.R. .riwrt M`�l:tl aurtCS rxerMk i"Y r'• a, !.�,,, ,r, - PAO .I bA.h11.P lt14 "e£�i+l n- pore: �'a'.t:rllvCir.,t'.}/p1• V' q: b+tB :f�LVYrr,.} ef f,rhet•_ xt..t !.eurZ<YY'i:oe .i3w2'!1 %he— ..tixil9.±, phirweekkiin:..b1c-d'SV.c i i1 'ervPAo1?' tt Y.IGt Y'lM1,►1' -` �!►aFC"Y�ty .'. �,. m ett,it+ot fsYTe Any er.404c.. Stc. pileQo cciucA%4LcoY 1 ti-.- C2If7I?r U T(U T� �CLE Q _ at {� gt -L9 S��v.W QQs -CMT 1.Aris F lot U.` LiArr t. dveQ 1y a5. —A1, t,. 5D %Df Bror1 �4�`SS 1 , Sr t-J ,. I ,�`' , tt gQY veble; ; >° oc)51": Cwt }k ,► EX t5T t�Gr C s1LuNC/ PM) St.) a -) 4 F �flraS�- 6LA S tP0D9-C CSCaie . ) r .. .. . . ) P¢cd &kali A ;_ j e cCALE f { NEW ; t. C.AS T Z.I N'T = L •F s -*' F'42, Coy -O'' e9P6■tmcr Nat) s At-cm/014v L Aass SLt Vs02.,5 r Gloor ?v1 ©P¢vitoc1 4 b AI k\ 2X40.1 S +%1ev,Q , "s wih+ -cur ri1 1 Ey] INGc SZe r • 0 OSItS5 T+c ;/ ° AM t. n E A.A S.- 40 w. rtzcez.1444 1 ; )' 4 "- es... p.C. Carle., ,CT 2 •4 Pas 3 4 D . PiY -rd ae:> .- CFtz.io a-- �=�--� EY re gvrr:cctAct elles, P.T. -2 X!to NOV FM. S4-4ttt) Shot. werel tt4 . ;.- a Cot CoX<c� W 4) MESH } L 1 _cr i -7- CoMpAc ^ Stfl_ `�-- -� S .0 ,24): scats. • J&MT ILL CaS VENTM V 1 r S1-1 6 A TA tLy.. MAL 1r 4 £X tST tntG so F -t T aG EXAvritaCY WALL %4' S Voce $4f 9i. 0-)s Gas To Oar . J - 3014-s T Nay fZ©OF To MATC41 EXvSTENC PAINT AI (..t) cAP- r°o9 -T A lST E GAtLexTe 206FS „, 4 $ oI;TS C.c.FAZ TM 1 Ex-r. SbFF! T - eattk!'i`6o f4" d es► Cow. , FTC.r. ra '" a o- u W4 S ALL . FTC "5, _ ALL ° C M- TILE LAro jN 44QP4 ©ft- cqolA^IN. sol2FAcs MoP PED ON 3,0*' FEC fir/e7IFACJA T O M'ATeA EXISTING. 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To rA L. 5.5 Tr'gm°D /L,CQ /2 o ��� Y ✓A2�5 G2)4/77472S `13 `, c • ¢/ ` /9_ / =or !-,/iv Our / A" / c1' dL L Lup-77z E2 7' ?oo 'f/' /A'o. .4O DOUGLAS' Fide t A/C5rE2/v 1477Lpc ' C A/0.2 .SOUr.4/E- 2/./ �1 /YE'• 4000 SERIES "BAR8GRIP" PLATES MAY BE SUBSTITUTED ON THRS APPROVED DES1GM SIZE FOR SIZE, IN ACCORDANCE WITH ,CCEI-TANCE NO 69- 153.11V GENERAL NOTES: LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN. CONNECTION PLATES: ARE 'RONEL BARSGR1r i0oo SERIES 20 GAUGE GALVANIZED STEEL AS MANUFACTURED BY 'RONEL CORPORATION.' PLATES TO 0E INSTALLED ON 0OTH FACES OF TRUSS JOINTS CONNECTIONS: sAFE WORKING LOAD /40 P. S I. DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN 1 ED337: FOR SHORT T1ME LOADING CONDITIONS FABRICATION: ALL JOINTS TO BE HELD TOGETHER FIRMLY IN PLACE UNTIL TEETH ARE EMBEDDED IN WOOD. NAILS: NAILS WHEN USED ARE 1S4' x 11 GAUGE "SCOTCH" NAIL OR EQUAL *OP EL CORPORATION /oao Awl N... 7M ATONE MIAMI. FLORIDA 1110101L STROM% e SI caaw QUALITY A *77/ �UTQ /G �7 %=0 OC'r/34ct 4•I IQ 1 Q. 4Oied✓A/G' .2t(.9✓OT//EB■,) L 04p /4/0 D /4G.2d f 0•/:.• Loo.7 D /OCa.1Nr 2� 7=o- 1 T /.9o.wutsfuR A. ' R! C' F ?5 O 6y,,P.DE'/2 26=0' C[ E4Q .5r...1.41 26 -6' OUT 70 OCITOFOEtW/A/6 42_ J4G <' 6L Eva T /OA/ Of 1//,‘P--G/.20 6 acv's.' /1 /tp• 4' I ?. 6 ".:::7.4.44"." . /.O - t'F a�TSR/CEL //yf .3 Er• 24- 4'CL64L?5.04N1. 5.4- CEL /NE. 25 =0• OUT TO OUT OF.B647 /A/6.42.E SYMN/i7A2K4s 4.Oo #Y ff £4 D7 41 I4'4 YN. 2.8 F..Qc4 IYc+GQDM , L)/OGQAM Tr £XC /PT 4/ SAawu • r� titonow •� �B CIO (�: /JO LF 6LEM770e/OF.:/ /AG /!?D6.? 3 -8' 4 "00 SERIES "BARBGRlP" PATES MAY BE ;UBSTITUTED ON THIS APPROVED DESIGN St:ZE FOR SIZE, iN ACW:ROANCE WITH ACCI L\G. 69- 15 .3.1lV ‘0405; 70°Cl/0440 LL1�L.• 45atF 30T70M C4O.QD AL • /0 P. J.F. 70T44 Lo4L • 55RJ.F N /PG/ „2 /04Q t`T ..54C.ePoQ7/av TOECAdOgO • /=G 6O7TOMGA/OQ * / =G' • /O 4510 P.L.F. 7 :52 7 :5 RL F F44 T PORT /OA/ ? C.4t QD. ( Q=�_'t /' •145. /.9 QLF Dort ClADaA( Q6',. /'p.� /p , 48.9 ph, COQ /C AJTQ4TED LoaD. 4 oTT CLG.ga: CG,.35' x ? . O /4 .VOTE 44 L L UM5!P.'No. / SovTII Q/J Sp /CE! /NE A / T. siva= ,z-O/P ( 06i3 - GENERAL NOTES: LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN. CONNECTION PLATES: ARE "RONEL BA aGRI - 1000 SERIES 70 GAUGE GALVANIZED STEEL AS MANUFACTURED BY 'RONEL CORPORATION.' PLATESTO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS CONNECTIONS: SAFE WORKING LOAD 1 P. S. L DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCRFASED55 FOR SHORT TIME N�g �5 FABRICATION: FOR 1000 OR 2 000 S WULLFSS PLATES. JOINTS BE HELD TOGETHER FIRMLY IN PLACE UNTIL TEETH ARE EMBEDDED IN WOOD. NAILS: NAILS WHEN USED ARE 114' a 11 GAUGE 'SCOTCH' NAIL oR EQUAL ROWEL CORPORATION 6101 N. W. 74I AVENUE M•111. FLORIDA /coo STRENGTH EOOMONY QUALITY Q5:0" 2 6= 8" 2-12 / - / /P G /A? D E Q APPN IO MO MMMWRIP • 01M L. e S✓awU o 7 . G It3t3�3t3 e SEE DETg1L X•X 3T.dAID 470 7*155 - 10P 7774/554 HIP .TRUSS 0/ /en GIRCIER ( set L 7At .48O.i J ore pc-arrow-D. 26= 8' 04/77t' our oF 8EAR,.Wi '. O • • 2„ - oT 1 ,r CENTER , HALF LEVAT/ON nr H/P G /BOER 3 8' AT 7Ru55es srdN''TAr.AL ABOUT ExCtPT Mr? eorrrw C 4 ' - sour.(w,e q•RMI'TTEDJ. COMBER BOTTOM ATCEN/M LAC 5' - -e 5203 `II K LOACYNG O/AGQAM(11PTRUSS42) CMIBCR B7t *W O7 CHORD/ °e; 47 awn? H ALF EL A7Ic.'V OFN/P TRUSS 0/ ocaLE A %O` t =a' u' =4' 6 =4' d 1. ♦ • �7s 4 5 -+g 2ps � J3/6r- 520.3 • Z:.4 260' , CC EE.Q .7PIN FORCE DIAGRAM (H1P TRUSS' #21 sCa4_J'•aoo• 2 4 2.4 .10/4/7 4 Ia - e' 26' - CLEAR SPAN 21A HAN24-d MA&5p0425_0' "5 , � . ' - _ .e. • 14)LePN A2T 4 '. 77 .. 1 a ,.r r 4,1 , 4 ' - it 26'e' OW- 70 007 OF BEARING J@s HALF ELEVAT /ON CF HP TRUSS #2 t .L7 2N47 �Ti7M G(QQOSPUC! ATeff '2Y x u :i;/.o� yy 3CAM 24' - _L' -Olt l• Km. opay_e-r _I2i M4x.SPeeN 2f -G 2.a 2' 2'a 6 J Ic sera_' 4 s 4- .=.. w wvrao twee• ,. �T X(��dC✓O 3 ) .tt n =o• a' . r 3 4' 3V 3.2' t 3' - - 312' :" !'_4 3'-4' . • b I l ` d ',. � s ►, �� ^I o .12345 N s .01J••I , ',. .•• 17• 1 4/ r • , g p n LOADING OIAGRAM(MP ORDER) POKE DIAGRAM /HPG/RDE.QI SCALE /•• SOio . 4 =4' 4 =4' s=a` 4.4' 4 =4' 4 =4' LOADING D1AGRAM(N /P TRUSS #/) - sCAL.e�/ =O' FORCE 01AGPAM(HP 7p1 #I) Scux /hoot+ SL�•� MAx�SDA*I ?G=8' f' -O' MA 7 t35 1 'A9!L2 =8'' MAx 5PAsI 21 III 1/' Ii ' 2' 2' A - a GENERAL NOTES LUMLEER: ALL LUMBER 70 &A5 FOLLOWS UNLESS OTHERWISE SHOWN. TOP CHORD:1500 r/MOGR MEST.HEMLOCC OP DOUGLAS FIRORAO/ D11THERNPNE 80TT(M10+gP/10 :1200 rIVOGQ.W NEHLOCX OR DOUGLAS FIR ORN2250U77/ERNFYNE 2.3WEBMEMB.• /2007'0/DGRW. HEMLOCK 0900 GLA5F$R OPNO2S0UTHERNPAVE. 2.4 WEE MEM13: COMST L.FDOUGLAS F/P WESTERN OCK CGWNEC T /ON ' gRE' HEMLL Q4RBGR.P . 1000 SERIES 206 ECw4LVAA.I/ EDS7EEL (UNLESS OTHERG SE;/ %N)45 D.BY }?=. RONEL cORPORATIOM- PLATE5 TOBE INSTALLED GW80THFACES OFTRUSS CONNECTIONS :SAFE WORKING L040 EOUQS 140 PER PLUG. DES /GV :ACLOWQBLEWCPA'INGSTRESSES vl / ♦ `� HAVE ,5� N /NCREA::cD 3 .i7: F0/?5M7RT 4.4t c, wa is 77ME L.24L/1/14 l 0V 704'5.. EIrZQA/GT Dt'fl I CJ`f D 'N /L5: TO Qr/' /11 G44'E SCOTCW'NQ/L OR 4 or ✓Oiler e - EQUAL. MPOU7R ER og 3 0 esa4ccs�a o c.n� , e ce_s r 0 o• TRUSS LAYOUT cALEV•r -o" s.! -_ .�._ ... std OUTR /GGER A' 01 L.L. TOP C/YOQD: 0.5" P :/ OL 00770M C/ QD: 70741L 04.170.1 temp: .55 P :r 26 -e .t4 T CO r CP n N rr., O(/TR /G 'B' CTS. 4' /',' - i a,a•I > ---1 cc l0 n - • q O�rR/ GER NOT ES: _+ v -- I-ALL OUTRIGGER • L/AYBER TO BE /2QO'f' /No RRAb) t 2CPS L45 FAR OR W.hEM .00/ OR hb2 Jd/The`RN AF PC. 2-eorr w DA7/X)5 CF OC,TRKaG.R3 TONAYE COQ "VECTORS CAPABLE OK TRANSM/TT,NO THE !OUP* INK LOADS: N/0 ournmee 790# OUTRIGGER •A' 3A3 ., 9' .3130♦ • 'C 220+ • D' 110* TL10 ceonc s AF a/nom - seas TO BE TOE NAILED EACH FACE W,T# 24Od AWLS. 1/ RONEL CORPORATION I 21 IYw.00 oI me, 04440c44 ftomor V d= k 1 eneL CUT SPAN MINIMUM GRADE OF LU"MDER 26 -0" N01 SOUTHERN PINE 02 1500 F.IAIDUDTRIAL GRADE DOUGLAS FIR 23=8" I500"f "INDUSTR AL GRADE WEST =RLI NEML':C. 2P -8" 1200"f" INDUSTRIAL GRADE' DOUGLAS FIR 20' -45" 12001" INDUSTRIAL GRADE WESTERN HEMLOCK 02 NO. '2 SOUTHERN PIAIE 2.3 WEB MEMBERS 1200'1" IMDUSTRIAL GRADE WE5 - ERN HEMLOCK 02 DOUGLAS FIR 02 50UTME12N PINE 'JAILS PER CAMBER BOTTOM CHOODv TQUSS SYMMETRICAL ABOUT EXCEPT FOR BOTTOM CHORD SPLICE IONS PERMITTED) MAX. SPAN 2G' -8" MAX.5PAN 20' -8" FOa 3•. 4' R. OLL E LL LL TOP CHORD 45 p.f DL BOTT CHORD 10 aaf. TOTAL LOAD 55 p.f. TRUSE$ SPACED 2 -0'0.0 MAX 26 -0' °s40 SPAN 2/4/AILS PEI k. 12 J2 2.4 WED MEMBER CONSTI2UCTIOU WESTERN HEMLOCK 02 DOUGLAS FIR 02 UO. 2 SOUTHE2U PINE 2X4 HALF ELEVATIO 0_F TRUSS SCALE 4.iq FORCE DIAGRAM SCAIE+ 1. 40L 2V - OUT TO OUT OF BEARING ft*. / - tiL 012DOUGLLGSEFIRES00 RA1 10.2 500Tr1E2A1 RIME V.10" 1 /" 5' GENERAL NOTES: `UMLSR; MIN4MUM GRADES ARE AS SHOWN OU' TME ELEVATION. CONNECTION, PLATE ?: ARt "ROWEL. BQHAGRIP IO00 SERIES; 206.66E G4LVd N tr ED STEEL (UUL£35 OTM£B. WISL SHOWN) AS MANUFACTURED BY "ROWEL CORPORATION — . PLATES TO BE INSTALLED ON OOTM FACES OF TRUSS - CONUECTIONS: SAFE WOQKING LOAD EQUAL 1400 PER PLUG DESIGN:ALLOwADLE WORKING 5TRES3E5 HAVE !MEN INCREASED 3.5y FOR SHORT TIME LOADIU6 CONDITIONS, NAILS: TO 6E 14'LoU6K 11646E "SCOTCH" NAIL OR EOVAL. MAX. SPIN 2X-.8" N 2 '-O 4 NAILS PER 12. 2.4 BEARING ft. (BY OTHERS) 4000 SERVES "BARBGRIP" PLATES MAY BE SUBSTiTLTED ON THIS APPROVED DESIGN SIZE FOR SIZE, IN ACCORDANCE WITH c, N E NO 69 ' I IIONR berkpop S RONE 2 CORPORATION Q Ixu wa..Gl• PIMA OMAOOtA MOW^ 2 TO 12 TRUSS 5E121E5 STIIDIOTH !'COHOMY WARTY SECTION DROP END GABLE DROP END GABLE BUILT UP SPECIAL END TQUSS 4'00 SERIES "BARBGRIP" PLATES MAY BE UQSD i UTED ON THIS APPROVED DESIGN SIZE FC R S ;Z`, IN ACCORDANCE MTh :•GOE.1 NO. 69- 153.IIV .o.i oo.. ALL PIAVE 1.5 U MES6 OINEQWISiME, S+GNM1 ALL L460I61 2.0 I.WE26 °MOANS& GCMh. RM. IMAGING T1pOX. O T eonw OOGD. w62.5 2.o oc. Sot CE DETAIL FOR TCP 0Q BOTTOM CHORD vARIASLE RONEL CORPORATION- - Ia6S rlMwotONN Own s SPECIAL ENDS 77l 4 ""FLA. STNIPPOTI4 OMY QUALITY J.B. 47 MAX. SET BACK 7 f UNOER 1 7'- O' r. q'- 0' 7WO 16.170E NAILS 4 TOP ;BOTTOM CHORDS TWO I6d TOENAILS TOP 60770M CHORDS +HURR /CANE CLIP G TOP CHORD W/6 d NAILS ■ z. -I. 4I sCA NA/LED TO GuRDER W /1O /6d NAILS S SHOWN ON ELEV. JdIP OUTRIGGER GIRDER CONNECTION OuTR /G GER E NIP OUTR/GG CONNECTIONS : SAME AS COMMON OUTRIGGER G /RDER CONNECTION (2 NURR. CLJPS+4 TOE NAILS FOR SPANS 0 VVR 7' - O° 4 TOE NAILS FOR SPA U NS P TO 7' - 0' 2.6 scA$ SEE SCHEDULE ABOVE PLAN A SECT / ON A —A GIRDER i-'JP OUTRIGGER - GIRDER ' OUTRIGGER-HIP OUTRIGGER CONNECTIONS 2.6 SCAB NA /LED TO g IRDER W /IO - I6 d NAILS LINCH END). OK/IT SCAB FOR HIPS W /7' -O" SET BACK OR LESS NURR /CANE CLIP W /6- 8 d NA /LS (ONl /T FOR OUTR /GGEPS 7'- O'' 6 SMALLER) GIRDER • 4000 SERIE$ "BARBGRIP" PLATES MAY BE SUBSTITUTED ON THIS APPROVED DESIGN SIZE FOR SIZE, IN ACCORDANCE WITH ACCEPT JS CE NO. 69-i56 .11V Nora' + A/ w /GM CL/1=> ©&' 77, CRORO /S , VIA. 1 0e -q ,h Y Foal OIITA? /G GEA; !S GYET� OUTRIGGER NA/LED TO GIRDER W/2 /6d NA /LS TOP ¢ 2 I6d NA /LS 8OTTOM CHORD. FOR OUTRIGGERS OVER 7' - 0' UP TO / /' -0N USE 2 HURRICANE CL /P5 W /6- 8d NA /LS AS SHOWN COMMON OUTRIGGER - GIRDER CONNECT /ON GENERAL NOTES: LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN. CONNECTION PLATES: ARE "RONEL MARRGIUM SAUES 20 GAUGE GALVANIZED STEEL AS MANUFACTURED BY "RONEL CORPORATION.' PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS. CONNECTIONS: sAFE w01UUNG LOAD P. S. L DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED FOR SHORT TIME LOADING CONDITIONS FABRICATION: ALL JOINTS TO BE HELD TOGETHER FIRMLY IN PLACE UNTIL TEETH ARE EMBEDDED IN WOOD. NAILS: NAILS WHEN USED ARE IYa' a U GAUGE "SCOTCH' NAIL OR EQUAL RONEL CORPORATION 44•I N.Y. Ted AVUIUR RaNRL '.+11 SYSTEM I $ PM - YYN AEEEOVEO NNW wu. STUEMGTN ECONOMY QUALITY HIP G /RDER - OUTRIGGER CONNECTIONS FOR ALL NIP ENOS UP TO A MAX. OF / /' -O SET , BACK r w sticSO J �11`61;7k: �S al EEAVn. w `: FLT, 2(371 - s cat 2 =6' ld) - 3=0 (B) _f /LLC.Q 3' - (4) 6,Awairez) 4 .o(.) t 574ND4/PD O✓EQH4NG DET,f /Z 5T4N04 2D 01/EA:WANG DETJ /L ovf.QA/4AY s44&ezo To 7U C//Y?A. 4 -00 SERIES "BARSGRIP't PLATES MAY SUBSTITUTED ON THIS APPROVED DESIGN SIZE FOR SIZE, IN ACCORDANCE WITH ACCEPTANCE NO. 69 -155 .11V � 7..QUJ'J'. 2 4. / @ Y 074/eQ47 CONNECTED To T/E ■E4Af `1/1.44 CLIP 4CC'f'o¢ 2.4 T.C. 3= C' F0.0 2.0 T.C. // /ed N4/ 3 :Gf0Q 2.G T.C. NOTE: (4) T/LE .POOF COVER /NG (8)GQ1 WEL .QOOE cor.L /NG ?.6 1 ED`EQ cQNNECrFO 70 T /E 42 . 04I ■V '.o'o.c. 'ar orveQ/) tj r U!/.QQ /ca/V[' CUR 4 =C' 'AQ Q.4 TC. /?-o'M /N.TQGVJJAeN O/EQH4NG :4//17/ .Pe7C/ PN. 00/2'QA/4NG fY /TH aereAPN scaa/3CD 7o 7ovcvoecx NOT. :' 4 LL L Udf4EQ /5ooY' /ND. G.Q. DOIX•L.4S F/Q OR WESTERN HE/4LOCA' OP No./ ■SOUTHERN P /NE. I�. C. 0W6 54C/N6 NOTES: ON//T D.64C /NG HW2W . 7 AQ / /3 1ijZd7#I OM /T A•4c /A6 AOQ 6'O ( S.�LLE.Q of /2 2*1U 7 =0" GENERAL NOTES: LUMBER: MINIMUM LUMBER GRADES ARE AS SHOWN. CONNECTION PLATES: ARE "RONEL BARBGRIP" loo SERIES 20 GAUGE GALVANIZED STEEL AS MANUFACTURED BY "RONEL CORPORATION." PLATES TO BE INSTALLED ON BOTH FACES OF TRUSS JOINTS CONNECTIONS: SAFE WORKING LOAD 1 P.S.I. DESIGN: ALLOWABLE WORKING STRESSES HAVE BEEN INCREASED3 ,FOR SHORT TIME LOADING CONDITIONS. FABRICATION: FOR 1000 OR 2000 SERIES NAILLESS PLATES, JOINTS TO BE HELD TOGETHER FIRMLY IN PLACE UNTIL TEETH ARE EMBEDDED IN WOOD. NAILS: NAILS WHEN USED ARE 1 GAUGE "SCOTCH" NAI 04 EOUAL. RONEL WITS* NmENEAF •1TO. - TYPE 6' 5 RONEL CORPORATION 4401 N.M. 74* AVENUE MAW, FLORIDA OVEQ4/•4N6 De' T4 /Z5 STRENGTH ECONOMY QUALITY DENONtD ONWN ENO - M.Y. 1. 1 • • •; ty :E• • .'2!,";j G'1: it. 3P, LX J • ) 1 ✓G'1 (:') ti :7: -) :t:7Y c)1IZf — Y ,7)7712t.' =i f J1a rfv J .' •2' - . %J" = :' Pd " .- ". -;/ 4 ( 76 I 4000 SERIES "BARBGRIP" PLATES MAY BE SUBSTITUTED ON THIS APPROVED DESIGN SIZE FOR SIZE, IN ACCORDANCE WITH ACCEPTANCE NO. 69- 156.11V • tp 1 <� tq, cj L\ U tir) 14, 1,2 MARK 503 663 773 873 27 27'8" 32=2" 37'4" .094 .100 .110 .120 1013 403 603 703 804 1004 302 202 402 602 702 MARK 302 402 TYPE A A A A A A A A A A B MISC. C C C TYPE B MEMBER 202 202 202 1X2 1X2 1X2 1X2 TYPE 'A TYPE B BEAMS AND COLUMNS b 3.00 3.20 3.50 3.85 4.25 3.00 3.00 3.00 4.00 4.00 2.00 2.00 2.00 2.00 2.00 b 2.00 2.00 8' -0" 11 16 -0" 10' -0" 13 -0 9'-0" 11 I4 -6" II' -0" 11 12 -0" 12' -0" 11 10 -8" HEIGHT ll 'SPAN BEAM AND COLUMN SCHEDULE SIZE THICKNESS d 5.00 6.60 7.70 8.70 10.10 4.00 6.00 7.00 8.00 10 .00 3.00 2.00 4.00 6.00 7.00 d 3.00 4.00 3.00 3.00 3.20 3.47 3.75 3.00 3.00 3.00 4.00 4.00 SIZE b' 1 SET (2 CABLES) I SET (2 CABLES) I SET (2'CABLES) I SET (2 CABLES) I SET (2TABLES) I b I .133 088 .094 .125 .125 .140 .050 040 060 .090 .140 T :050 A60 DESCRIPTION STRUT T0102 AT BEAM STRUT TO EAVE SECTION CHAIR RAIL TO COLUMN PERIMETER MEM. JOINED PERIMETER MEM. TO COL. PERIMETER MEM. TO CONC. PERIMETER MEM. TO WOOD T2 .050 .055 .060 .070 .080 .060 .060 .066 .070 .096 .050 .040 .050 .050 .060 T .050 .050 32 -0" 29L0" 26 -0" 24-0" 21=4" CABLES SPAN T3 .094 .100 .100 .108 .117 .088 .094 .125 .125 .140 .050 .120 .190 .280 THICKNESS T .050 .120 MAX .BEAM SPAN SPACED c._c 5' - -0" 43' -10" 18' - -2" 25' - -0" 30 -3" 35 -11" 45 -3" 12' - -2" 8 -0" 17=1" 26'' -0" 32'' -3" 5'' -0" 10 -4" 14 -0" MISCELLANEOUS FASTENING SCHEDULE FASTENER 2# 10X3/4" S.M.S. DO. DO D0. D0. ANCHOR AT 24" C -C #10X2 V2" S.M.S 24'0-C SCREEN WALL CABLE SCHEDULE 2 SETS (4 CABLES) 2 SETS(4CABLES) 2 SETS (4CABLES) 2 SETS (4CABLES) 2 SETS (4 CABLES) CABLES 6 -O" 20=6" 26' - -0" 30 -4" 35 -0" 41=2" 17' -2" 23'' -7" 28' -5" 33 -8" 42' - -6" I1'' -5" 8 -0" 16' - -1" 24 -6" 6' -0" 9' -5" 12 -9" ANCHORS TO CONCRETE FA MASONRY SHALL BE I /4 "X 21/2" THUNDERBOLTS,_ # 10 X 2 1/2" S.M.S. IN JORDAN 1020 ANCHOR OR APPROVED QUAL. 7=0" I9' -8" 24' -6" 28 -8" 33=5" 39'' -2" 16' -6" 22 -5" 26'' -11" 32 1" 40 -4" 8 -0" 15=4" 23'' -3" 28L10" 7 -0" 8L9" 11 -9" 8' -O" 18' -10" 23' -5" 27 -4" 31 -11" D0. 37' -4" 15 21'' -5" 25 -10" 30=7" 38' -7" 10=4" 7' -0" 14' -7" 22 -3" 27 -6" MAX. COLUMN SPAN SPACED €- 8'' -O" 8 -2" II -O" REMARK'S W/ 2- 1 X2'S SNAPPED ON D0. D0. D0. D0. W /2 -I X 2'5 SNAPPED ON D0. D0. D0. #10X1/2" S.M.S. AT 24" 0.C. D0. D0. COLUMN SCHEDULE SPACE CHAIR.RAIL 6 -2 C -C MAX D0. DESIGN CRITERIA WALLS: DESIGNWIND LOAD IN 8 OUT 13 PS.F. TEST LOAD WIND IN 6 OUT 195PS.F. ROOF: DESIGN LIVE LOAD DOWN 7 PS.F. DESIGN WIND LOAD UP 7 PS.F. TEST LOAD UP E. DOWN 105PS.F. RECOVERY AT TEST LOAD 90% MIN. DEFLECTION LIMIT AT TEST LOAD L /80 EXISTING STRUCTURE NOTES: I.) ROOF & SIDES SHALL BE COVERED WITH SCREEN CLOTH BEING 60% OR GREATER OPEN THE ADDITION OF SOLID ROOFING OR SIDING IS NOT COVERED BY THIS SHEET. 2.) THE EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SCREEN ENCLOSURE 3.) 6063 -T6 ALUM. ALLOY BEAMS WILL BEAR IDENTIFICATION I -FT FROM EACH END OF BEAM. 4) USE ADDITIONAL SETS OF CABLES WHERE BEAM SPANS EXCEED THOSE SHOWN IN CABLE SCHEDULE 5.) A TOLERANCE OF .006 "± IS ALLOWED WHERE WALL THICKNESS EXCEEDS .055 ". 6.) EXPOSED FASTENERS SHALL BE NON- MAGNETIC STAINLESS STEEL OR ALUM. EXCEPT CABLE FASTENERS MAY BE HOT - DIP GALV. STEEL. 7.)MASONRY ANCHORS SHALL BE MADE OF NON - CORROSIVE METALIC CONST. OR OF VIRGIN PV.C. PLASTIC. DETAIL 8 TYPICAL ROOF PLAN ALTERNATE FASCIA LAG 1" NEW MEM. TO OLD W/2- I/4 "X5 "LAGS INTO EA . TRUSS OR RAFTER TYPICAL ELEVATION 3/3� ABLE 2 3/32" NICO SLEEVE 2 ANCHORS I/4 0 X3" LONG GALV. BRACKET g 2 W 8 3 DETAIL 9 EAVE MEM SIDEWALL BRACING # 10 S.M.S 3" LONG COLUM NOTE : THIS BRACING DOES NOT APPLY TO THAT PORTION OF ENCLOSURE THAT IS FRAMED INTO AN 'L' OR '1.1' OF AN EXISTING BLDG. 2;MIN,F r r` n S Pi:OYLD IR�,RMIc LJ rri a Ilj coLU N i OR 1 W/2 IFl THR)I I'H �. f �� " � -(- • I tom AONNECTION ly '1��LriEJ Yr ILL JFUSE P ° X2 X VR L 2 LG. E. SIDE _ BOlT3 l0 BEAM E. ALL OTHER APP' IC" � xv ^S.M -3. rD FA9601. n r turf?, NOTE: NOT REQUI 0ETA18Y 41-1- PA'`' f- bETAIL 5 MIN. FTGI 8V OTHF 9 � VN. I :T - 10 - _ \111UkiiL LLIUi, NOTE: 3/32" -I X 19 3.3 CABLE,FG'D BY UNIVERSAL WIRE PRODUCTS OR EQUAL . ��n 1 CABLE & 102 WIND ?BRA.1 G,.!DETAIL"S 1 Er,'JLATIO k z ip - w10Trs" �- 'IDE O' TO 32' SPAN UBE 4-#10 S.M.S 1'1 0 i . , ,, E. 2 ANCHORS EAACCOLUMN, --- 1X ---- d2R'32''SPAN 64 10 S.M.S. 61 4ANCHORS EI COLUMN ' .USE 2 ANCHORS B 4 S E SID FQF -C 202 102 MISCELLANEOUS COMPONENTS BEAM CONNECTION UGE 2 "x2 "x VB "L x2 "LG. EA. SIDE W/ 3# 10 S.M.S. TO BEAM & 44 2 V2" S.MS. TO FASCIA DETAIL 1 3 V2" ROOF BRACING LAYOUT (FREE STANDING EA FASCIA ATTACHED ENCLOSURES) I-BEAM EAVE e4 CORNER 1X2 VB "X V2 "STRAP EA PURLINAL 10 UILDING AMIL 3 "" SPEO1;1OAL Y LISTED BELOW. ;Y LAWS MUST BE COMPLIED 2' MAX . SPAN OF SCREEN ENCLOSURE BEAMS " 40' -0" 3' MAX .SPAN OF SCREEN ENCLOSURE BEAMS • 36' -0" MAX . SPAN OF SCREEN ENCLOSURE BEAMS • 30' -0" RHANGS EXCEE JNG 4' -0" MUST BE CHECKED BY THE ENG'R TOIDETERMINEIFTHE OVERHANG CAN SAFELY SUPPORT THE 10 2_BR�1NG - SCHE LNC11LOSURE. o' - 16' USE 2 10 SAM SPRIyS EXCEEDING THE ABOVE MUST BE CHECKED BY � LHR- TO IF THE OVERHANG CAN SAFELY SUPPORT ,- 4 - �'� - THE LOADED SCREEN ENCLOSURE 0 a 1 r,D " :7191 1 0 r .040 202 SNAP BOX BEM DETAIL 2 LIMITATIONS : OVNIKAN' 0HANOS -2' 0%{ERHANGS - 3' TO OY� ER E N ' SCREEN . ENCLOS61 DETAIL 3 I -BEAM 2 " X2"X VdLW / 2-010 EAVE MEM. S.M.S. EA LEG EVE MEM. DETAIL 7 CLI MATROL CORPORATION 6900 N.W. 77 CT. P.O. BOX 440563 MIAMI , FLORIDA 33144 ENGINEER : ROBERT S. MONSOYIR DATE: AUGUST 19, 1968 REVISED: AUGUST 9, 1972 JAN.8,1976 �IOB NUMBER 1071 DETAIL SHEET 102 OR 202 1 IN /- 6 'LO.W/4/ COLUMN TYPICAL SIDE VIEW IP C R-RAIL OH .94 3 33S MARK 503 663 773 873 27 27'8" 32=2" 37'4" .094 .100 .110 .120 1013 403 603 703 804 1004 302 202 402 602 702 MARK 302 402 TYPE A A A A A A A A A A B MISC. C C C TYPE B MEMBER 202 202 202 1X2 1X2 1X2 1X2 TYPE 'A TYPE B BEAMS AND COLUMNS b 3.00 3.20 3.50 3.85 4.25 3.00 3.00 3.00 4.00 4.00 2.00 2.00 2.00 2.00 2.00 b 2.00 2.00 8' -0" 11 16 -0" 10' -0" 13 -0 9'-0" 11 I4 -6" II' -0" 11 12 -0" 12' -0" 11 10 -8" HEIGHT ll 'SPAN BEAM AND COLUMN SCHEDULE SIZE THICKNESS d 5.00 6.60 7.70 8.70 10.10 4.00 6.00 7.00 8.00 10 .00 3.00 2.00 4.00 6.00 7.00 d 3.00 4.00 3.00 3.00 3.20 3.47 3.75 3.00 3.00 3.00 4.00 4.00 SIZE b' 1 SET (2 CABLES) I SET (2 CABLES) I SET (2'CABLES) I SET (2 CABLES) I SET (2TABLES) I b I .133 088 .094 .125 .125 .140 .050 040 060 .090 .140 T :050 A60 DESCRIPTION STRUT T0102 AT BEAM STRUT TO EAVE SECTION CHAIR RAIL TO COLUMN PERIMETER MEM. JOINED PERIMETER MEM. TO COL. PERIMETER MEM. TO CONC. PERIMETER MEM. TO WOOD T2 .050 .055 .060 .070 .080 .060 .060 .066 .070 .096 .050 .040 .050 .050 .060 T .050 .050 32 -0" 29L0" 26 -0" 24-0" 21=4" CABLES SPAN T3 .094 .100 .100 .108 .117 .088 .094 .125 .125 .140 .050 .120 .190 .280 THICKNESS T .050 .120 MAX .BEAM SPAN SPACED c._c 5' - -0" 43' -10" 18' - -2" 25' - -0" 30 -3" 35 -11" 45 -3" 12' - -2" 8 -0" 17=1" 26'' -0" 32'' -3" 5'' -0" 10 -4" 14 -0" MISCELLANEOUS FASTENING SCHEDULE FASTENER 2# 10X3/4" S.M.S. DO. DO D0. D0. ANCHOR AT 24" C -C #10X2 V2" S.M.S 24'0-C SCREEN WALL CABLE SCHEDULE 2 SETS (4 CABLES) 2 SETS(4CABLES) 2 SETS (4CABLES) 2 SETS (4CABLES) 2 SETS (4 CABLES) CABLES 6 -O" 20=6" 26' - -0" 30 -4" 35 -0" 41=2" 17' -2" 23'' -7" 28' -5" 33 -8" 42' - -6" I1'' -5" 8 -0" 16' - -1" 24 -6" 6' -0" 9' -5" 12 -9" ANCHORS TO CONCRETE FA MASONRY SHALL BE I /4 "X 21/2" THUNDERBOLTS,_ # 10 X 2 1/2" S.M.S. IN JORDAN 1020 ANCHOR OR APPROVED QUAL. 7=0" I9' -8" 24' -6" 28 -8" 33=5" 39'' -2" 16' -6" 22 -5" 26'' -11" 32 1" 40 -4" 8 -0" 15=4" 23'' -3" 28L10" 7 -0" 8L9" 11 -9" 8' -O" 18' -10" 23' -5" 27 -4" 31 -11" D0. 37' -4" 15 21'' -5" 25 -10" 30=7" 38' -7" 10=4" 7' -0" 14' -7" 22 -3" 27 -6" MAX. COLUMN SPAN SPACED €- 8'' -O" 8 -2" II -O" REMARK'S W/ 2- 1 X2'S SNAPPED ON D0. D0. D0. D0. W /2 -I X 2'5 SNAPPED ON D0. D0. D0. #10X1/2" S.M.S. AT 24" 0.C. D0. D0. COLUMN SCHEDULE SPACE CHAIR.RAIL 6 -2 C -C MAX D0. DESIGN CRITERIA WALLS: DESIGNWIND LOAD IN 8 OUT 13 PS.F. TEST LOAD WIND IN 6 OUT 195PS.F. ROOF: DESIGN LIVE LOAD DOWN 7 PS.F. DESIGN WIND LOAD UP 7 PS.F. TEST LOAD UP E. DOWN 105PS.F. RECOVERY AT TEST LOAD 90% MIN. DEFLECTION LIMIT AT TEST LOAD L /80 EXISTING STRUCTURE NOTES: I.) ROOF & SIDES SHALL BE COVERED WITH SCREEN CLOTH BEING 60% OR GREATER OPEN THE ADDITION OF SOLID ROOFING OR SIDING IS NOT COVERED BY THIS SHEET. 2.) THE EXISTING STRUCTURE MUST BE CAPABLE OF SUPPORTING THE LOADED SCREEN ENCLOSURE 3.) 6063 -T6 ALUM. ALLOY BEAMS WILL BEAR IDENTIFICATION I -FT FROM EACH END OF BEAM. 4) USE ADDITIONAL SETS OF CABLES WHERE BEAM SPANS EXCEED THOSE SHOWN IN CABLE SCHEDULE 5.) A TOLERANCE OF .006 "± IS ALLOWED WHERE WALL THICKNESS EXCEEDS .055 ". 6.) EXPOSED FASTENERS SHALL BE NON- MAGNETIC STAINLESS STEEL OR ALUM. EXCEPT CABLE FASTENERS MAY BE HOT - DIP GALV. STEEL. 7.)MASONRY ANCHORS SHALL BE MADE OF NON - CORROSIVE METALIC CONST. OR OF VIRGIN PV.C. PLASTIC. DETAIL 8 TYPICAL ROOF PLAN ALTERNATE FASCIA LAG 1" NEW MEM. TO OLD W/2- I/4 "X5 "LAGS INTO EA . TRUSS OR RAFTER TYPICAL ELEVATION 3/3� ABLE 2 3/32" NICO SLEEVE 2 ANCHORS I/4 0 X3" LONG GALV. BRACKET g 2 W 8 3 DETAIL 9 EAVE MEM SIDEWALL BRACING # 10 S.M.S 3" LONG COLUM NOTE : THIS BRACING DOES NOT APPLY TO THAT PORTION OF ENCLOSURE THAT IS FRAMED INTO AN 'L' OR '1.1' OF AN EXISTING BLDG. 2;MIN,F r r` n S Pi:OYLD IR�,RMIc LJ rri a Ilj coLU N i OR 1 W/2 IFl THR)I I'H �. f �� " � -(- • I tom AONNECTION ly '1��LriEJ Yr ILL JFUSE P ° X2 X VR L 2 LG. E. SIDE _ BOlT3 l0 BEAM E. ALL OTHER APP' IC" � xv ^S.M -3. rD FA9601. n r turf?, NOTE: NOT REQUI 0ETA18Y 41-1- PA'`' f- bETAIL 5 MIN. FTGI 8V OTHF 9 � VN. I :T - 10 - _ \111UkiiL LLIUi, NOTE: 3/32" -I X 19 3.3 CABLE,FG'D BY UNIVERSAL WIRE PRODUCTS OR EQUAL . ��n 1 CABLE & 102 WIND ?BRA.1 G,.!DETAIL"S 1 Er,'JLATIO k z ip - w10Trs" �- 'IDE O' TO 32' SPAN UBE 4-#10 S.M.S 1'1 0 i . , ,, E. 2 ANCHORS EAACCOLUMN, --- 1X ---- d2R'32''SPAN 64 10 S.M.S. 61 4ANCHORS EI COLUMN ' .USE 2 ANCHORS B 4 S E SID FQF -C 202 102 MISCELLANEOUS COMPONENTS BEAM CONNECTION UGE 2 "x2 "x VB "L x2 "LG. EA. SIDE W/ 3# 10 S.M.S. TO BEAM & 44 2 V2" S.MS. TO FASCIA DETAIL 1 3 V2" ROOF BRACING LAYOUT (FREE STANDING EA FASCIA ATTACHED ENCLOSURES) I-BEAM EAVE e4 CORNER 1X2 VB "X V2 "STRAP EA PURLINAL 10 UILDING AMIL 3 "" SPEO1;1OAL Y LISTED BELOW. ;Y LAWS MUST BE COMPLIED 2' MAX . SPAN OF SCREEN ENCLOSURE BEAMS " 40' -0" 3' MAX .SPAN OF SCREEN ENCLOSURE BEAMS • 36' -0" MAX . SPAN OF SCREEN ENCLOSURE BEAMS • 30' -0" RHANGS EXCEE JNG 4' -0" MUST BE CHECKED BY THE ENG'R TOIDETERMINEIFTHE OVERHANG CAN SAFELY SUPPORT THE 10 2_BR�1NG - SCHE LNC11LOSURE. o' - 16' USE 2 10 SAM SPRIyS EXCEEDING THE ABOVE MUST BE CHECKED BY � LHR- TO IF THE OVERHANG CAN SAFELY SUPPORT ,- 4 - �'� - THE LOADED SCREEN ENCLOSURE 0 a 1 r,D " :7191 1 0 r .040 202 SNAP BOX BEM DETAIL 2 LIMITATIONS : OVNIKAN' 0HANOS -2' 0%{ERHANGS - 3' TO OY� ER E N ' SCREEN . ENCLOS61 DETAIL 3 I -BEAM 2 " X2"X VdLW / 2-010 EAVE MEM. S.M.S. EA LEG EVE MEM. DETAIL 7 CLI MATROL CORPORATION 6900 N.W. 77 CT. P.O. BOX 440563 MIAMI , FLORIDA 33144 ENGINEER : ROBERT S. MONSOYIR DATE: AUGUST 19, 1968 REVISED: AUGUST 9, 1972 JAN.8,1976 �IOB NUMBER 1071 DETAIL SHEET 102 OR 202 1 IN /- 6 'LO.W/4/ COLUMN TYPICAL SIDE VIEW FIRE DEPARTMENT PUBLIC WORKS POLIt`; DEPARTME'.! }WILDING DIREC't 0'. • .11•61.10■•• ••■■10., • ZcZ- 2...1), A ‘■- 4,/ ce ' efr - "<7 0 / (rt "'""' ", ,,.. THESE PLANS -A;APPROVED frOR ISSUANZ OF.-.541.1101.11,,G ?tRNIVC. ttl..Yelti4 NO VARINNCE1 0 WITH YARIANCES1 D 14 AP O —CS:vas. ••••••• - NO THER DVIATIO"S FRNI ttittlING ND ZONING ORDINANCES Ma PF.R'11,i.17I1 TIVCSSVEC1TICNLIN t ALL OTHER APP! t WT 4 EV ALL ?ARTIE& ti-P-1-'0 Sit! nittre & \MOUE. COth. APPRON:Al. * 1------------7:7---- ' ---PRELIM :MAL: \ REMARICS: CON1PLIA,". E , • 1: r, BY MINYA SO • SUB CO 'IR 1NG REGLItt\TIOsIS t ; t. 11 ' s 1. *142 I- .1 - 7 CORPORATION N • 6900 Prfi-tietto Expressvvay, w. Pliotida 33166 • s; • r ---iI - ft f i ;.., ' It f t/ --„...0 , t,vy-f . Lt ,, 1 • A , % 3 , 1 . , r • • • 1 • t 3•Nif • '1 , •‘`,7,:...s.,„ a _" , (Z • 3i1 • .1! 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