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* ) Th`.\/ 1 N �21 rot1u =- ■ •iF.zrE(1 F edit N EW ►0' ;UU1 a Pig At; 1,4) t 'i t 1 moot' 'Co / 3 t• 1t1��,' iio03 >4/ i'l f°.;r:._)) t1t; <3a_L• on *ki-34 !.3orekan Vent "':(tpPti)tw i. Tr`tt 3;1(33 cu 2 i1r1t'it')t =�ci 1t tC it ':tl�t >i/ .0.3';11 " \r1''.iloi') to 12 ,3 X 12 1✓ottr • 'L . d. '4 l 2 1 5 0 (,ot1t . / 1 / j iJ i3 t 18 .`il'!h:i:i/ At 'i .'1, L' Ii *A1) '1 1 - :1114 � )k (3 /8* ) F/ 4).1r131011 ; ;itt31't,11 - ;.Lilt ii 1 4 t . 41 ,d/ ()Xc� 10 -10 10:11 ` ' , `,3 , 311 l' 14 , ' , _t 7') ' ,1')'1!' Pol ,• i,.0.: 1 .1 ' Oil ..:14.:‘,A1 (✓S) p 1;,341 .;t 1 X 3 2TF4'1V'II OA! f,,01.1 --4 'EfXt ar. MAt!J :4c { '4 AM r_1 \'/ V,'11' ft�;t !/'1 <;,?a 1 4 ' 1`:3 ' 4:1 .1t1;3t tl at ton _..!Y \ \ ,'' <; .' , fit. R ' ) 'i f .t • t) ' 1' o • t r 1» 10' x t ,r t, <151 +1, , oi,t=1 ;J/ 2 / 5 r3 E Irmo sl 3o a 10 3/ ti4 1' J kiA�1 iv '3 •) .tom J [ - IN/ l► W2. . o 1.:t), EX 1.1'. FA.!4 Lad&" 1l4H4l tt.1 }' 7,ot 1t�. F.Xi5.,T. A/: tif<11r .-1A DI Se. 01 Two 3 aV 23 '4t.a40w 3 tit .i :4' "/ '.:hpt 51 • . •,13 • • •4 t3'�J 21t. #tr.y'j ? i YL T 1 /r_. fJ 1 RT C'.EtMA "' u pKV. :..*.4PJ1 -'c..r FC ))... R:MP tt - 3 l 2 3' 4 15 : ;(t)`t'it :.r' ' /.'i .c e rk- II'r 3 • EL E. .t_V-.( (p RR51c EPTAC L. 2 G E -• - (..1 �i F3'r 3 ReGEP, POOL PUMP ,?A t _3 'Z 00, 1 P, .t L T Fttlfit Al * t r. 1 X 1;1 >". r 1� a, j . )`,1 1 i. C t sr c- • .-4 . ! \ . 11',‘" . < . ALT, ( 7'. `. ;1} , i mot. 1 • te tsyt L0( :"N 10tt.1 1 r pAA POLEEt TM P % .;1'. 1: A 0 ii i A M t✓i (:4:14 1`fOL) G TM 1410 FE31i W -1,F1, EEt•�MAl4O 1. C At M F�`:t D.t P 4, 2 t'L.C., 3�.3 2;. NO t Crie 1, r.), '31 t fi ( f i:i ) . ; O2' 1'1.) f:o ,11)1,7 *4/ '�ilj `f l , :3 s�'f • r) + !i Fx C t l i 3 =.? .31313 1ti!)tfE(_• l (1? .,1; Ci CC:1` 13'I: fJ < A, (;O tar:. , ti +:11;'4`1.1 Coltt'a tt i:lt , ?1:. 33155 Oni.? c ) (.:0a 8 t31ok . ;Screen Vont ixteotor ?lywOod- ( 1 Ti."*U:33 f) re' Anohored eaob erl(i With Poaoh Anohor3 dea'l 4 31 3 top. Flat tit Ttle iioof To Vatoh ....-------- __--------- X1 '3 t I, I'le, itt:O.r ---16,..),1 if 1113 30 'ii itil 5/3 21Ywood Under. • ,,...„------- ,:fil ice,.13t,o,r;,..d ;itly,'1 vs, (, ,,,,,,-, f, ---- _-- . 3e1 1 oe Appt ....-- , ----!.-. _ - ' • c.)041 y •-:. OOL • t h I • 01, 0. 11 ' :la (3 Or !It r1 114 •:'..71 • •••:: :3 (3 zlj 171:1117-.1 7.4;4;141 ;4.-7 • (Ic +1 I f . 1 • .„1. (10" x 16' 4„: oil ;foot in!, • - ' v "' : i '01/ 2 ', r '4') I" re to' J3 ri'IP 13utit tip fie •.;L'av;.1 gioor :-// 1 X 03" 90i (V $ 1 1 4 £ r134 1a t toa - ••_ : heet rook Ce t 1 toe, (3 1, X 12 Oono. •T.. W/ 4 4 5 '0 f_;o:,It. e,3 • 2 J 5 0'12ent t8" FaA!hWaY at I.B. C)vnora 1 4 X 2" 1 Fuvving Lolly !!,olit • /4" 1' • . 3EO1ICI A TY?. 3/4'' . 1 1..Wal 1 1 (11311 • :,111r.:et cook (3/8 ) • 13 3trippl;v 16" 0.O. FApanaton Yiatevial (.1 4 Conc. 31a W/ 6 A (3 1 10 Road Moah Coublod 30" a . i.oktrid i'(.,.01.:lot ()i.' on Coptpa tod :ti 1 , 31 X 6' J0•13t3 0., 41. Mier- rfi:: ip 41:1.3110t TO FA tat:trig T . . V 6 X r) 10-10 Y.o.',Th on Clean Co:1)ot. :111 • • • f7.;:j it A - - -- ‘ - > v .- -I li . — I - 1." - . " 1 :( 20'' X 10 !Jeep • - - , . -•:•:.t.t q Iti __ ____;-.,1 ,r t -2: ‘tt ••-: ,, , . . _ I ' .1 f - ; -. c; ./. .4 111. Ili H - r.:0t1( . I 3 1..-.?1` `..i,/ 3 ,/ :iO41 :3 i':a (,}1:+ily • • ')' ;<1. c One 3 V .4..1r to o00f0I 1 4/ Chi) t 51. , .7(; . - CATI t-1 20 () A.. PA. 14 r • of ,?:I2)/f VA 12.0 • Iwo 1 '1 )131/ •;119 51 , 7 of u l 1 1 1 I t i i I ; 1 - — 1 L i ..) t r 'iir 1 t_i.L. I i 1 i 1 26 .0 •1 I 31td- to,?; (111,33 Cools To Cooply W/ Ch)t. 51, $ :;0114DATIOli 2LCOR PL11 •3111: " 7= 4 - EXUITING FAM1LY 8CQM 1 / / / / / ILL 1:COM i4D WINIX,W3 TO CC11PLY WITH • 2 4.4 8X (3TING t• .0 • 11 ' I 4001 Po1 eaoh x :1 X 1/4" alt;..,14 .e.)ttroti to 1floa a and w a 11 w t th an Patio ELEVATIC1 :(1a j/ It" , 14. CL. \ i( 1 i" 4 r.0111 Co 1. 8. -•••• ^•-•• „•„„ 7 d Sin ,kg/ 1 8' -(2• P415r/C bycom pipe. Dp e,e-o-d-t4 II • 3 H Wtrvlow To klooply ,W/ Chpt. 1 , s) • „ 0 r.1 1 ■ 3 4 VA' . 1 . 0N 1 1 .nonamaumatasersatals-..,*, -....r..,....x. ,.........-vaar talwamerraze;ouna7ors-ag P 0 L. I. U T 0 N r; 0 1 "1" R 0 l- ,__ mTRoPouTP.il 13AI .:Z COUNIY SEWAG ..: BP31"4:2., Facilitios ONLY BY AY P - 2 0 V ...-- AT7 --- '2_"- 1---__....; Oc 1 Lot and E ad Lot 3 3.1 ry MTAMf •$1O$ V111.1,1,. Mi L 31101't,? j , t.)0 C , Fla . A000fd 1 Iv to ?la t Pook 1() tha PII t,! oV , )1a. _ _ _ _ . A •••• - —10 t ; t 1 4 011. V I •?,4 • / A ! k / 1 - • • ..... . ,•;) - r` H ■ r A 3 1 .; 4.1 04311 tt) CO:0131y :;1 1 4■ (` # a + • U. .4 •••\ 26' 9. 9 4— 0?: ?,c. . 7•.6 N • • '35 , .;01.a Ee? ADO L'; ION OF 10"..;.% • ii(2CM , FAT • 3W1M1*N(I 2COL LY (10-) u:,co. A , 2*•1 ;f1: L';I !.• I.C. it') • Av(! MI art!, , • fe Pi5 PL. 71:"-17;8 • " / ES . - ii - -"i. tk..:' !.; i,7 -- - — ‘ . '''• • \ / '..5' 9..1. v ,t :-.1 p• ) ( '''' \ 4 LEGAL gunrte 4 lo*, NOT 'htckress . poure•J cone. - e: To g• 30T r." a '-> T The soil conditio at this site are adectifate td support the desigd load of 2500 pets Should other coidditiotis or materials be efieceWterod the engineer shall be notified before proceeding with the works ADJUST, ©LE COLLAR SKIMMER DETAIL l /2 rHRE4o N E.. PLOT AND POOL P L A N LOT t a LOT 3 , 131:0Gi. r 1, M11\ t'd4i‘ Ark ; ES a ,a 1 .> 1 L IAA o . 3, . p, (1. 10/ 3 I, a /• O . O U tai ;. N /3 14" -4 6" 7`8 O/,.! 1ll1,4,3e 4r4,..4%11 r 9 ; r t Nate levet 8 R SE 2S I 1� .; '3� - -Jai - �! 13 c f2'cc ea way °e- e ms ; a p IJ't, "Nydr•oe /Ofic Vey* ___ - � , — d�'�o 1 r4" Drain Rock - pt o-7- • Pr dA000 y TYPI CAL P00L SE C T I ON . 4 (....E.itvdt— A>ckst ti 1 1 1x SCALE: I" 00` '11 i t e ,2 r'_ S' .) A to I c' 014 tAs1 td /AL.t.. r : A :t t. 5 r.t r,rt� rnrlt fioRns VtA 6S 1 SrEf! At AS /.2t4rgq r44a) 0%. AO ae !o P Precast cone or rustorCO$ fibergtoss MOIn N (� u: See deck let F.C. S.O P. 8. z ')' Stainless steel n1n�jrarl STEPS 3 HANDRAIL LE TAB NOTE CONDUCTOR ON LOAD SIDE G. F. C. 1. SHALL BE KEPT ENTIRELY INDEPENDENT OF ALL OTHER WIRING & ELECTRICAL EQUIPMENT G. s, 8.0' USE IC 51.A8 Ahite ra b ∎F p10Ster - TO ELL PANEL I • S•paral• Crrcvr /J rnr motor, and ligAfJ W.23/. 54. Skimm•r 1 rJ 0 } n r 1 -1 ran S;rC n� PYC r.tftrr;ss, .1ht 'hp i ff / /) T for :r �r �11/ ,(rrft t ce7r 1 TYPICAL_ I AL_I_ E Manual Motor Slacler Switch POOL Junc'On bcs 'bc.P ''P-k / Pump Motor O ) 4 " gross Or Rigid Sc IOPVC Pip• in Pool Area Ground All Bores, Light, ~blot, (le yflr✓a'8 .Virg Kete. yerm1 !w /(iefeerveler redly/ we prodo of irate*kra% w ,ow. commemaiMee. ELECTRICAL DIAGRAM Trail, former Junction floe - - R /urn Lin• - r Hi -rare Sand filer Main Or /d PIPING ISOMETRIC WPOreconnect Search ,n Pr•ca,a $or Pump Hair 'd Lint Catcher F t; RILCtA PIPING S{ltely �1'JC•rw,�- fs ! t Autcmatic '" 1 '•, closin } 't� cone t! } CHAIN LINk FENCE ALTEfiNATE SE'°TiON ,I 4 core slab rP nf.w/ 6,6 , 0 /t0 , resn .� 2' mesh rox Slope 3/ Ir• POOL DATA PLAN g•. a_cc , - f.„� w/ #5 'oast . T E FKn ,ri •1in of lecq, DECK FOOTING $3 SLAB DErAI L POOt. CAPACIT rt i7,L12 FILTER AREA eq, 2, (.1' FILTRATION RATt GPM 2 3.9 BACKrtiASH RATE GPM a3,2 TURNOVER RATE 1-Ir. a2 Pump SIZE Hp. 3 /4 SCALE: //8 /'- 0" GE NEPAL N'E 1. For pion 1 0rOut, •lerw 1sTe-s C s plot pion, schedule', pool location, arid special details 2. A r s,vimm ng pools short bear on rocx or undisturbed sand. Ail aryls and floors shall to gunrteit Or poured co c. Concrete sh011 hove o compressive strength Of 3,000 psi mrn.€ 28 days. 3 alt reinforcing steel snap be inrerrned ■ate ;tale steel c0nformrng to A 5 T M. A Steel snail to tent, lcptea - Ina placed in accordInce w rth the 4.0 .I Standards and specifications 4 Ai.I poop piping shall be PVC Sr he,1 40 rr1 Cent 'he N SF of iJppraal. 5 f30Ckwa 5h 71 1 Ce f0 a n ^.der p00 'aSjrp O} 'DC SQ.t1 myn area 01 wrnhM 1r) r ro aw n irr } at,Cn wnrenr, etc r l'C(ltiancC' ." I(1 ordenrx7e. 6 C Of cool venter sho i conform '0 Sec .5 )04 of the S,FBC. Sur+oCe g 5 :�r tpOr� r-: SI hr-, P canine i.-,c,-,1,(--; Df 'C.0I wafer to N itnin IOf lines and surf' ponds } sha'I ^0) pe's s' to' node thOn I hr direr 1ISCharr}e. Moir' Dr G'ote ar Ma. ag h. >! h, „ ''eh ,•e, r t;es te area of the 8 Ngrer suppt/ ,3r:,i c1, s' Sa •/r, b nsl,��.e,. ,, a war ,o that Isere �s no cross .v.th 0 rlornev c . o'er SuCpiY Or wlfer QrSpOSa1 system. 0 Ho, and tint striae• Shall h'Ae r erov l b'e sc wtn o free area 3 II rPS the Die') of the suction line 10 Cartriri'e hirer sF•oil he o (rltrlrIOn rnte not to exceed 3G.PM per S:l.f' ct Biter ore Jr' ■ Elcxmr1Sh renu''P'l 11, Alt ret1uir cOnduo, p SOte -r, • e nforcing steel, llghring . frrrt,res anti fixture nqvsrnl , re'of ports of 'adders diving boards and therr supports shall re ;oriel'o ;e'her 1^1 ;rounder, too .common gr . the bar•1 condor 51'0" rot Ce srailer than *8 copper 12 No open wr':. g c.-e, c - wr If3 ?�'=' € J11�H tlC t) 1: [ "G.!_ )4 JS6: SZ %' %5a' O4ts -0q4"1:5 r sw" I CP I It3ro r_ - CONTRACTOR SHALL AND VERIFY ALL DIMENSIONS A CONDITIONS ON SIT MR ivi lA MI SW /MM /NG POOL FOR: M' $ . �J • F F. CI 12, {" f\ S H O R �r• tJ t 1= try A JAMES A O D b E R S REGISTERED ENGINEER • Y $ 0 A I I /HI$T DRAWING WUMIgA r3 is JOINT GN 1 20 2 20 3 20 4 20 S 20 6 20 7 20 SPLICE 6- 7 SPLICE %ISetr 4 � m .pd dense. li61. #A u .w1a g. storing and ,.�sta)aa td )1 it Muse w tvdi0 until' p.rmanerA oust. n CnsnpO to u b as norltM imp t4; tpe qd y o IM 4005 20 20 20 20 20 20 20 N LEN. .,_. Y ...•.� - X (MEMBER) TYPE JJ IN7 G3 W LEN. Y t (MEMBER/ TYPE 1 2 X 4 X 2 X 3 X 3 X 3 X 3 X 2 X 4 X 2 X 3 X 3 X 3 X 2.3 4.5 2.0 2.3 7.9 .3 3.9 1.5 3.9 1.5 - 1 S1GN, ,FABRICA11ON DATA 1.8 ( 4- 61 1.3 l 2- 7) 9.0 .3 2.3 5.1 2.0 2.3 9.0 .3 3.9 1.5 1.5 1 4- 3.9 1.5 1.5 1 2.8 5.1 2.5 2.a 10.1 .3 3.9 1.5 3.9 1.5 • . 1 t b g shu y 'l.d d 1 permanently I d o D b s he cp It pn1 bads c�.pt the rvegh of the rectors 0 ring'In 4 shaA 9..5161 ne f q e h buon d on :vd 4 Na so that the • g x y M a, a. md'ne Eshm component is not o+cee:std 1.5 ) 4- 6) 1.5 1 2- 7) 14 - 4 14 1 16 16 SPLICE 2- 3 3- 4 5- 6 6- 7 T - 1 JOINT G9 'J d 2 4 A 13.5 .3 1 2 2G 2 x 2.8 14 3 20 5 X 0.2 2.5 4 4 20 2 X 2.8 L4 5 20 4 X 13.5 .3 1 6 20 4 X 5.1 2.0 2.0 1 4- 6) 16 1 20 4 X 5.1 2.0 2.0 1 2- 1) 16 SPLICE 2- 3 3- 4 6- 1 6- 7 MISCELLANEOUS INFORMATION n - 1 - 4 ,h a f. di r b. >. d .te p, h l a . A a se t nM 0 8 g c d t 5 s lca- p' d '1 c d a , „ _ .. e a a C ,ew sI ysh� inq Y -t?lo .t n sa t sx eo l sh S 1 U y5. c J *; j: dos 2C 2U 40 2U 40 20 4 X 20 4 X 20 4 X 20 4 X 4 X 5.6 4 X 5.6 4 Y 11.0 4 X 6.2 4 X 11.0 41 7 LEN. Y X IMEMBEi) 20 4 X 14.6 .3 20 2 X 2.8 20 5 X 5.6 2.5 20 2 X z.a 20 4 X 14.6 .3 20 4 X 4.5 2.0 2.0 ) 4- 5) 20 4 X 4.5 2.0 2.0 ) 2- 11 16 .24=3' 32=0 LUMBER SPECIFICATIONS TOP CHORD "c SEE ABOV BOTTOM CHORD -SEE kLXG4 WE ,BS , 4 NO. 2 SO, P W / 19 1) 19 19 19 19 19 19 19 F 1 N K TRUSS LCAO. 45.0 • 10.0 PSF AT 1.33 INCR. SLOPE= 2.5/12 T P 1 - 1 9 7 0 iCH.MOM.CO1F..1 ^. 0CH.M(JM.CCEF.. B. SPACING = 24. ACIUAL LI.MRLR THLCX'.ESS • 1.5000 IN IOMBER GRADE AvD SPECIES NO2 '.01 MEMBER FORCE 1- 2 -8063 6- 7 5393 4- 6 -1245 MG*<D CENSE GROSS REACTIC.NS AT J7. 1 • 2287 AT JT. 5 = 2281 MEMBER FLRCE MEMBER FORCE "1M0ER FORCE 2- 3 -7028 3- 4 -7028 4- 5 -6063 7 1 7894 2- 7 -1245 3- 7 1791 GANG NAIL HAROWARE Slam -ad Nam 2 Q c G r - .r C 5 e ChAR*ER�a A MEMBER . dared d supplied v a a lf. -g ? _ mponena. In , F e b d .A '- C nstaA Cang - Ned ha,..Ve .n botb 5 oes �t "�53 a -• 1 :J 9T t T U T 6 S/L /C E _5v / /cam 4/ 7'I A FFJCO)!. /3 F r.i MAXIMUM . /Ad WAX. ;PAf�f FIN 2.1'3 "- 9/ 7 - -TOP C- RO MAX.SPANS -- 6./2X 4 6CH IN/201 6 BCH FT -IN FT -1N 24- 3 24- 9 25- 8 21 -10 28- 9 `J 5Prt/ce MEMBER FORCE 5- 6 7894 3- 6 1791 REVISIONS_ HANDLING AND ERECTION DESIGN CRITERIA TOP CHORD I.,* L,ad 30 sal OeadLoad. /S psi BOTTOM CHORD Ls. Load . p os.1 Dead Load /Q 95.1. TOTAL DESIGN LOAD Trussed Rana Sparing. 55 p5.l. Una s rest e se for short time oadi,y CC Cang `Mad -53 Y. Lumber ' 3 %. ca 4 ".1.1. cease 28 - 4 29 - 4 30 - 10 2X 4 '.C1 CE »SE KO 30- 4 31- 4 32 -11 2X 4 CENSE SEL STRUOT 30- 5 31- 5 35- 4 2X 6 9C2 MGND 36- 4 37- 3 37 -j1 2X 6 .01 37- 8 38- 8 41- 2 2X 5 NCI KO 40- 7 41- 7 44- 1 7A1 6 NCI RO 40- 7 41- 7 44- 1 2X6 ^a01 KO 40- 7 41- 7 44- 1 2X 6 NCI KO 40- 7 4J- 7 44- 1 2X 6 901 KO 40- 7 41- 7 44-'1 bes40 e,Mt f.Ldcadon '!gears with "National Design Speufwaoons for girlie-Ode Lumber and its Fast,KngY by N clonal Forest Prodoc0 Association (late., ... onl. 'Timber Cons1n{ct0.1 Stand de" by Ame an Institute •f Timber Cosl.slru 6,R ('rtes revision) and '0e519. Spaeifications rue Light Metal Plate Connected Wood Trustee" by Truq Ret/"Iietitute (rata revision). (1) Position rota ey inetricalp a6o.t the joint ublese °dies omnens•ns are sh4yvw. . r (2) Tbte senbe1 84 P ton of plat! relation to *god nemberA. '- 3) Wien ,wilcsydistl or nvp,i3116 sins !rues, f'6FFc" t,. sach tr separ tell tMp ied1or bat than tngs11,e, 7969 trLit AUTOMATED BUILDING COMPONENTS INOi ' THE GANG -NA!.' MIA FLA • CERRITOS CALIF • TO • RONIO • LONDO31 k. TRUSS l MI, ZURICH • JOHANNESBUR¢ • MELBOURNE • A1) Q; CXLAN - . MEMB MC CSI !Al 081 161 CSI IT) . . PLF IV Y'. . . BC LODE 3fa3c: ORIGINATINZ OFFICE bc. .nc L.' t'..w'a.as 4s Oil l INSTITUTE CODE GNI20. 5x 4 .3 HANDLING Care shaft be exercised at an times 'o avoid damage through careless handling, during unload storing and erecting. Dropping of trusses and /or other wood corn- ponnents shall not be permitted. Erection bracing shall be installed to hold the truss true and plumb and in safe condition until permanent truss bracing and other permanent componentt such as purl ns and/or sheathing. contributing to the rigidity of the com- G 20- 3x45 DESIGN & FABRICATION DATA Design and fabricat meets with - National D gn Specifications for Stress Grade Lumber d Its Fastenings by Natonal Forest Products Association (latest revision), 'Timber Construction Standard;' by American Institute of Timber Construction (latest revision) and "Design Specifications for Light Metal Plate C onnected Wood Trusses' by Truss Plate Institute (latest revision). NOTE (1) Position plates symmetrically about the joint unless other dimensions are shown. .2) This o symbol indicates the position of plate n relation to wood members (3) When unit consists of more than one truss. fabricate each truss separately, then nail or bolt them together as specified. po:aM 1 *s , t AND ERECTION plete roof structure are ;n place Al: trectAr and permanent bracing shall be completely lI C and II p permanently n loads except the we of ,he erectors. zPPl'ca.'pnnot During the entire construction perod. the contractor shall proud• means for adeohate distrbution rd concentrated oad• so that the c a ying y of any truss. a d; m other component is not exceeded, TOP CHORD DESIGN CRITERIA Live Load - - Q p s.f. Dead Load- I C j p sti BOTTOM CHORD Lir. Load - — p.s.t Dead Load. 10 p.s.f. TOTAL DESIGN LOAD - 55 p s.f. Trussed Raf[er Spacing- ' 2.-o c Unit stress Increase for short time loading Gang •Nax 33 % Lumber 33 %. GN 20 o'G 'bs .nan - cam bs :;n GN Ibs nail has ';n "This d.aohng and .' or data sheet, and hal The design p x accordance the s Pra e r -0 c y of P a p h p 1 0 h . h f c h s d B.'d g C p e s - e reproduced or .op n n we n part used ' n of the des firer a nett, ox D ofess a as. engineer or authorized c, ering any other cs en said c struur m cte unauthorized o so d e d B other a y y ea r soil o i g n . e O sd Any ..raJ brat'• 9 om o` a `e on cs Ifor b a ^div dca� patent um nt N cove Ga Nall; ) d osed ember r A C cry hr b•ac:rq rat in this and related e'�ated drawings rigs and ; or data sheers." overall structure may n be � eo-ired ■2 la ,Jeo- Ix2.8 rooligull �� .e 4,1/0- 3x40, G J 20- 4x4.3 LUMBER SPECIFICATIONS 4d20- '5x TOP CHORD 2 ( rJo 2 pl AJe 4 &( e e ji BOTTOM CHORD 2x4 ttrry� t\t0 71 AA..G.. ...... C 4LIAC C. CT 4 WEBS 2x 50_ pre-} ....._.__. '-G al w ..,..._ MISCELLANEOUS INF(ORMATION G J O- 222.3 Tye. Fa ALL T2JssQS c,N120. 1/45 All - re.t4 G S SI'MM. ABoUr q�s xcEpr Foe B G. L.•I CE GANG -NAIL HARDWARE Stamped from Q O Gs. Galvanized Steel. Mznufacr.red and supp ed by Automated Bolding Component Miami. Fiohda our bid res nsail Gang -Nail nardware on both sde. of truss lace BC AUTOMATED BUILDING COMPONENTS, INC. THE GANG -NAIL" MIAMI, FLA • CERRITOS. CALIF • TORONTO • LONDON TRUSS ZURICH • JOHANNESBURG • MELBOURNE • AUCKLAND CHARTER MEMB MC CSI (A) CSI (e) CSI (T) EMBER JClNIT D ETAIL Jo Su.L T1 a te• - 02,ct e,,Rl9 oC >rcxJAL vJ /4- ad MAILS EAGI'I FACE F2AM Fce 2;571.. Opp DESIGNED BY PI-F DATE ORIGINATING OFFICE MIANI 1 W REVISIONS DATE APP. 3 CB NUMBER A -174o DRAWING NUMBER O_ 4012G. so au■dds compenrnn It/1 fz s 1. TC XIII '.( • 4' - p FAO '.. Z x 1�� \• DE TAIL • x3 i STA O TRt�55 ALL TRU��S5SSES SPACING z'o poi Gym • C/L ALE : 14 II.Q' COPE FOG, REVISIONS DATE APP a 2 HANDLING AND ERECTION tees i•aa Se v..reised at al time! 10 avoid damage. ppl. root structure anin place All •rector anal pert r ern This d q and.. J‘la sheet and 6d¢ I 6,,,,,,,,i0 6,,,,,,,,i0 o.n3.. MOdlins, doing unIoadmy storing era b.ecnq sham be compet•'y rs.alea and all stouter: or:p v i t A � Deep*, d hula. and /p• other wood cum pe,rraron st. MIy (ened n o place ',elo the a of mated Bo d q d La shell no1 be pematd. any loads except the weight of m vector* ectors u a e prod c a wed F d ed n q o e. p p n Enctloe s ed W mg shall be in Red to heal the buss me During the entire construction pe d n B 1 h d d 1 d tl 5 a ed plot and in sale condition until peso trues provide 'neaps for adequate d s b d or as tl h q l aryl other permanent components. such es purb r r a ns loads so that the c •g caFac ul a y , uss 4. Pal¢ Y b 2 B77 20 C. g V d Icsed er shetV i s conhibut •g t0 the rgrdity d the corn- other component. snd eeceeded. n This and rela.ed _ a rqs ma or da a shea:. Jpd OR a 71 .Ii. 41111111111‘ Admiu _ 111a1011111* "MI. 1 .. • F AgCIR LINE DESIGN • FA3RICATiON DATA Design and tebr,s. not. ... •1 unr •i Sl..cdicfion.I .. Su.• - b .t. I .. Gas .r.0 Ile t 411, .,nyi' by National Fo,.•t h. sum. r u ml 'Timber Con. ..4. , Air. n Ir m . of Timber Con.Iu.na • '•4M , =.l. u „1 r •�nd D.e Speed.tron. lot . qM eseth -'I.I• f ,n,,.r.l.4 Wood Thanes by Truss PI.I. Inst.. ■yw r.ewn,nl NOTE (1) Position pot. •thn.mu•ny abu„f Me poet unla• other Dmen.io,u a,. y)tsn 'we 2) Thal - symbol r[ n.. d I,l■• 0 ■lation RI wood members (3) When urns consist. 01 mono hais May labnuu each num scpe'ataty then w . butt them topeth.. 4 ttaecdud. Vylf%r,R7 TJSS ES ROOF PLAN KEY SPaUEJG - 2'- o a O C 'SEALS : Yea DESIGN CRITERIA Dead Load. 10 ps.l. TOTAL DESIGN LOAD • 55 Trussed Raher 5pacing. 2. 0 � C:C Unit stress's ■o shot time roadirg Gang -Nall 3 %. Lumber ' j! %. GN • t9 =�1$ a ^ z Fn =“4 Ecf 1-o GvMMON TQl15gE$, USE MINIMUM OR - 1Ca - t--4 (t.)ra EA«E T2uss. to P c to�D• ■Sf ONE -uuF of PECE CUT FROPI 2.4T0 FORM BOTTOM CuOR9 DE TAIL 0 A . BOTTOM CHORD CUT (MAXUS 2- 2M 3 Bo1ToN U)oRCS) Lur DESIcMED TO pL.O4 VALLEY JACK TRV4R5 TO FIT STD 1 4$ FRAMING - - T GIRDER 'PLUGS S yfs TRUSSES 0e L C (,at,SLE END 1RVS$ X, 3Y5 0 LUMBER SPECIFICATIONS TOP CHORO Dee Load a 30 ps TOP CHORD Dead Load• IS Ds.t AO• I 60. ti BOTTOMCHORD Lase Loa e Load • pt l.T �.. Q� e* = - BOTTOM CHORD tIO. 1 50, 9Il,e &AL o - 3BYTEK WEBS y� 9 FadAL s TTEe. MISCELLANEOUS INFORMATION y ^ co,p,eni n d. ore 1 ea h ^ceon The u40 Of n h p < tmn 1 q ec1 da p se o 1 ;ad con, .e st.c.. Any 'aer a: sp c •!eo `e eon r o , ' q ^d.. .d use n embers n c:mp'ess cn , C1, , onal b ac nq 'a ove st uclu a Tx, . +cu in _: 1 - N GN 20 -3"4 -5 0'-t BC AUTOMATED BUILDINU COMPONENTS, INC. THE GANG - NAIL• MIAMI. FLA • CERRITO& CALIF • TORONTO • LONOON TRUSS ZURICH • JOHANNESBURG • MELBOURNE • AUCKLAND MEMO. . GH20 - 2M2 , 3 MC CSI (Al CSI IB) CM IT) PLF GN 20 -3o4. GANG-NAIL HARDWARE S:a p d from 20 Ga. Gaeanted 5 teei CHARTtR 0 a A Ma. and pp d by A d B,dnq Corp '.0 o af F' h _ INer TUTFC Instal. „ang ha n .. both : _es ul t c a -• EMBER 2'O ZAG vALLY JACK T2LJ Foe 2 SLopE GA6L DESIGNED BY -''' G1'420 -4.3.9 t -. ^ N 20 -%Fii 39 TYPAL • N20- 2i' 2.3i TYPICAL DATE ORIGINATING 3f n I GFFICE G/ G MIAMI 013 NUMBER A -1140 DRAWING NUMBER At hors seal G.a•.r.n •. Ism ) .004tat . V' • s • ,)=.•,ft 18# , SUR an - maw** 034 004171 Kt !XS MOM fhintetjuni *tr. SturivV NO. 93 Kb" 'WHOA 33in" 04 e • LAND SURVEYORS NO. 4 11 , 7 , ' , 4 • ' . • r 4 . SKETCH OF SURVEY scate •■••■ , I.''•-• r, 0.11- . .:i..i.,-...... id.v ., i•••• . 't . e•'4....7?..,:xe..- ot , ........- ... 4 . . ..'..- . ..„,.,.., ...i T7", V './ .... " II ' ..d..... •• ••••••■•••• • ,.. • ..... • : • : ,&,,...„.,"4. 0 kor/e.1 fr .: ,::........-.. . ti• , 1 1 4 • '' 4 ; , ., 1 e• :);• • • .. ' ■ . . A •-• ' x•;•.- .„ • - •.:0„- • •:.,„ Go• “..;4 ,, v.i;:.: 1 .pcsk • • • • u 1 • UL/ I 08160.Z .- . ...ci . '''''' C TELEPI40Ng: 005) 220-3/ 71 • FM. OM) 554- DRAWN suRvaY OF Lotiif ■"-?e_ariLi-e--Lee-gAW'"' susoivtsioN_ ACCORDING TO THE PLAT THEREOF AS REC,04,0E0 IN,PLAT,EopKNo, le) WO 16 NO coDie`iitALIC RECCOOS 'PLA8A:i / 99 PROPERTY ADDRESS: 9,3 . 5 43 FOR •7 "1 /%1Ae./ \A • / / \ I -7e:1711IT / V / / ‘. ■ . , , .41 ,'-:' ,", , =-, 0 1 ,,=,,, , e ; f - -", I' ' •• f , r .. (P:':-.: ' , ; .,_ ,. NG • Asf(GON0111UNER PAO. F N. : POLTNO Nit; *f: # • ,. A'S - ALUMINUM SHED. F O.M. • FOUND DRILL MQUI. ASPH • ASPHALT. H. HJGH (HEIGHT): 8 • MARINO. LP - LIGHT POLE.', BLOC • 81.1110ING. L • ARC 8 M. a BENCH MARK. LC. A LENGTH OF CURVE. c.d.. GATL,11 SAS4N. LP E. • LOWEST FLOOR c 3 3 - CONGA BLOC( ELEvAl EX. . STRUGYUPIE. ' - MINUTE.S. -, C.. CURVE. Li, MEASURED DisTAKE. CH. a CHORD INSTANCE. MON. • MONUMENT, , CI- • CLEAR. 1.4/L. • MONUMENT UNE. C L.P. • CHAIN UNK FENCE, Nevo . NATIONAL GEOOETIC H.8. • cHoR0 p£AFtiNia. YEFMOAL DATUM. GEM- OONGIITE i3LOGX YyALL N . NoRTm. CONC. • CONCRETE. NA'S.. NOT TO ecALc. C.s.. CQNCRE1E SUS. t • NO - NumGER• DRNE. • DRIVEWAY. Os:. OFFSET '?''' DIST.. DISTANCE, OH • OVERHEAD. cl • DeortEs. ovH. • OVERHANO. 0 - GEGACCO OP GuRYE. 0 1 O.* OFFIGIAl.f E.T.A ■., ELEGYFPO TAME . ' 0OoK./=•• FORM R PAO. PAV.. PAvEVENT. SNCR. • ENCROACHMENT. PL • RANTER. E.• EAST. ' Pt. A PROPERTY LIN g. ELEV.. ELEVATION, •.0 .C. • POINT OP COMPOUND. F.H. • FIRE MTGAMT. CURVE. 0 .L. OUNO tRON PIPE P 0 - POINT O CURVE, P.R.. FOUNO RE4AR. CPT, . poiNT OP TANGENcV. F.F.E. . FINISHED FLOOR POC. • POINT QF COLRAEN. ELEVATION CEMENT, FR.. FRAME, POS • POINT OF BEGINNING. F 8. - FIELO OOOK. P.R.C. • POINT OF REVERSE F rEcT. - ' FN1P s PLOPIOA NATIONAL PROP. 00A. a PFrOPERIS, ,,,„ iNSURANCE PFtOGRAM, , , COANER..-v , ' ,.: gi ,..,_,•,,_:, ...„. ... CANtifSU FIVEY61 • QCATlON3KETCft P' /*-VE, P.& • PLAT 8O. PAGE. P. POiNT. rWY- PARKwAY. FRU. PERMANENT REFERS/4GS • uomulawr. p LS. • ma LANO SURVEYOR. R. • HECOROECIPSTANC8. RR.. RAJI.ROAO.` RES.. REVOENGE. RAN. • RiGHT4F-wAY. RAO, • RAOIU$ OA RAWL. R.P. • RAMS POINT. ROE.• RANGE. _ Sec. • SEC1•ON, sTy... STORY.' SWK. • SIOEwAtx. sET IRON pipe Ls. .3044 SOUT)!1:,;:; Sr. • SCIREENtOyORCH. • se coNfolk T. - TANGENT. 1W2. TOWNSHIP U.R. • UT1UTY EASEMENT uTIL.. unUTY. v.P, • UTILITY POLE. w.m.. WATER METER w.F.. w0Q0 FeNce, 4 • r.F.NTRAL ANGLS. • wEST. • CENTER LINE. .4.1 ANGLE, P s c.. FOUND BLOCK COANER: LEIZAL NOTES TO AODOMPANY SKETCH Of $441111 (SWYPT LUNATION nufAerRAcT oP TITLE WILL RAW* 04 ?Ave TO c4TeRmasie PECOftoeo INSTRUMENTS IF ANY. Ant-criNG 14 pAccsare,m411 tummy i3 0ucr TO ocoicAnotej. UMrTATIONS; RESTROMNS. RESERVATIONS OA EASEMENTS OP RECoRD, LEGAL DESogroToONS PROVIDED BY CLIENT QR ATTESTING TiTui SNETGM OF SURVEY MEANS A DRAWING ANOVA A P REPREsENTAT1ON o THE SURVEY WORK PEFtroRmED IN THE MELO, COULD 04 OwAwN'AtA SHOwN:ecAut ANCYOR 1PiOT TO SCALE. THF LIABILITY oc T14 SLAM, i UMfret> TO Ti =MY • - THE TERM "ENCAOACHmEttrf mEAAIS InS4014,44 AIYONteAoUNO eticAoAoHuarte, ARCHITECTS SMALL VERIFY zokiN0 REGuuT0443AESTRICTORAAN0,8ETEAC42 ANO NEN WILL. BE Re$PONEALE OF SUBMITTING PLOT PLANS,WiTNITHEiCOARECTi INFORMAMN MIA NESt APPROVAL FoR AIJNORVATION TO AUThORITIES INA NEKOONSTRWRON. UNLESS OTI4ERWS8 NOTED, TH13 ARM HAS Or ATItmrTE0 TO LOCATE ANO/oR FOLINOAMNS: Tk L OOQ MAPS )4A VE OE 31GNAT E0 iTH ERE LANO TO . 58 MATEO zoNE • ceRriiiEu TO ,Joko_4:_cy' holi__Jo Savirns. Ballk LhLLvrd :r4tlq r) • • .•■■■■•• • .1.411■—• SURVEY No, A SI-CGT *oP , . ,V1 P uTN I C E Ffince. 2222ZEZECtratZZ. C O8. WALL /C.ELW.). EXISTINO ELEVAPONS‘ PROPOSE() ELEVADONS, • 1) cF SHOWN. BUNN*, ARE 0 MEDIAN. BY SAID PLAT IN OPINE PAOPEATY: V NOT. THERBEARNOS 0A0E 00uNre 4' f /, • 2. IP, sHOWN• ' ELEVATIONS 0 4 : 54UREPER* TO , 3, THIS "SKETCH OP SURVEY: PEPREMITS A LAND WcreSY. REPEAREO AS A sOtl!,4, CARYSuayst 1.2. • • 1 .4.4 * symily Ls ABv174 ' 1 FIVIEBYStRTIFY:Thier TI-03.^SxErcH Ea.tRVEY • OF 11146? PROPERTY 4 DESOFtt3to.;114040m. AS ' NECENTLY.:1 BURY EYEOtANO DRAWN'. uNOERA MY SUPERVSiONA CMLIES WrTH krumusA T SOHN STANDARDS.. AOOPTEC4,11Y$ LAND SURVEYORS RUAEVANT TO 8EO1'ON47IAT OP THE FLORIDA STATUTES AM ALSO CHAPTER It HNe OP THE FLORIDA AOMINtSTAATIVE 00O4 vow. .■••• • • v. GeociartiAAAA PACrESSIMA. Ws0 &FNMA NM 2S4. STATE or rLom0A. mug DOM OF TN* SLIFreire WILL orIAA t OP •lia An LAND %MAYO.°. SAL t TY?C� � O 1 ae,'s lay. -FP 4% v4G, 1 ( 1 1' E' Q • p� �2. - • y t- t ►� +L • t Q,O O J "f2..l.Yt 21�, C-tA) C O- .t, d- t' ' — ¢sz -�-- 1 •� o St -- 7g I LA_ t LI _1 4" eorze.a z-r oc .'b _ c wo_r_k- . c- b4-gbtre t LL W cr1 j (0X6141 O _•- ?°"-- �/ V W W r t. 1?k-J A(4,1e Lou � a V t,% ri Lc: 1.1a .5 •5 aw. _ v"�z, s 3 1...o ►c a. R' '(i 2030 S.W. 7181 1 t� r{ Dade , � • STA t O'>C tom}• C,coe-Attrt. fx. & W.-C uk 2A/ is ue. r i pv , • c s coa alb cl 1 1 C-A, P Y BtA.ty. outrD lviNo &D wa CENTER • 171 Broward,474.2222 *1'00;0 RACYCR3 f6d6 458) 4 / t W w t `rK . *- 4- Suss- .1 • k 4 3-1) Z. 'S %Muc..,.s . ' t s N►sti Iz tr T ELEGAI� fi ._ POOL REMODELING by �., t H INDU ' " INc. 3Z. 2.0 | |