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810 NE 95 St (7)D _ • 44WIPS3W111 .I- - rr i 7 ,r rr. i:[ NM tL At') " 1E to t 1Y AW1-41, t.E.3Rj 3 G, tr ,ti, Itic,74 , [?1 A;(1:4, F. ti.s, fl}.tEc:; ; -O ,)on 13YCli:,;(z ; a A t, ,A � : t`3^O : (fi r ;•t=i o?„t`J(i 4: t f e,igl ; _ r ii $.--., ,`-#. • £ :" fJ (.,ft'lr, i 'f'.f• `,3 ii'r0 r cAs - i. 3f A V; , r{.) FJ # tl 0VtCE+ , A14O f i')ifc,$);f:t) EHY 01;16 i s. t ,fc,f')E iy'r1S ti" Ci(, \TE `;t- OF ,At. r,tti3,r eF Fi_ko f3t=Le -,1 HL I' f' L. t i:1 •;Oti. OF 3tf�Fi rlt tt'�t( t { � • I t . {�# � ? (t.c oi? . )1) � + tiNT A i ; }� 'v�,)' t . 0 •i . �ii�'t ='�i�4 ; I Q FILL JOit'i r ' f3 ELF a t t- tai +� tS t z:c�< <i; C {:‘V (ii\t,`G.J�; : rr t r cfr� O i a 3S t.; ; ( (jii()ur c;tz . c { , r' ,\ , t \ 1 •�: l�t�� } � r � +.1 t;'f !1{. "� {�t� 1 '14��iG , .l ' It F t +t����`{• rcr PIN4a OF 2" if ilCi( t t+- (I Gt;OWNI. 9f' "Flfk: $1. #13s. .i - 1"D '31 \ t�, ! \ r Nk <? ' 41 . B earing' surfaces. supporting' precast rn istt be level and smooth or precaster not responsible for vertical alignment of their material. {)N t c , (a <SQc� , ` �. 3t t�1y' " oo)ck L,. `gat t {#!� f11 a7 t a:) fe , f� A�i +�1`4 "t� ►�.{ iYt '�%tr #. ` tt`�f�t+�f ' a�. .' , "t ?1, tr- 4 r 1 it 0: 4+ �`1 a, SU xC .f3 ' 1t 'G RE,CASrI' lit $ FSIEtt MAN jr'A';rt1 Rt"R "d . r`1fr'trt E N. GLN w tt RESP©t' S) -;1. F()i () i aN 0): JH 1R: PRtf UUCr APO' ' CON ECTiON 5K-ENt s, 0 MA K% 3 • • 1 Z. H So!.. 7 r,19 s /7 /8 3 '9 So `Th � - r• --r—%1 25 VACA1� 1'00. t33' tiecis. LT) El t L_ c- L E : 1" D. LE a io 9I r AU. 04 .92.'•" ST. •SKETCH OF SURVEY • ii�' so "1 4 its 5. -4. /l 9 B I 7 I S 4 3,i � iz4 Si Se .. I ., 14 . � .. tr.. , �s'a v aT 2 Lo c. k' . 1 CERTIF;C.:TiON:l hereby certify tact V i L. L.. A E OF K I A • I �P0 RE.-5 the survey of the property described �A 1r=. ' _OU IQ k "( ' t �L..■ . . hereon is rrLe cnd correct to the According to Plat soc,. ---"--5•.---; :a `� of best' of my knowledge and belie; as the Public Rocords of o County, Flo. • r eceatl; surveyed under my direction, PREPARED BY c .d thc::hre cre no encrocchm,nts . i ! DONALD W. McINTOSH ASSOCIATEL, INCL L'I' Shown or i}Oted; ` j / S 8t N. E.: 5 5T. ..,�` ,, k , A/ /� , �.! -. %- f „ /.'.r_.- - MIAMI SHORE FLA. 331 0 , Cc. R,' �aveyor ,No. - 10 i Stcte of Florida. Oct ''-:--;--:'-.:-'- -7: FS ` . 62D — 4 ; O. N..� ' ? G. S 7 .- - --' -- '. . � 7 . r., • • :41 11 I o FhJ LEA AL.. o -a •- eC C -I YDN H t4it 1( VIt..1.4G4 OF Mr \MI $1 -10134: COU t rLA. AC R tN T PLAT S * • t • r0»4.n ... ��.+. f+ T•. �w�aa» ..`.. n.• ..xY...`- k r;✓S .41 ,d l'. s` f ,.�.� 14 .i-=~t *, a }y✓ • �. • u • o I I Oi V f ._...1— _o..�._�. _.. __ __. _,_.. . . ._. 5' - ; . XI 51_1.. L(..,7P ys /F _§.112a, 1='c7r2C $-1 .-- - --• . rte _.. +.. +.�.,r. -• —• 4-/ +-• +r 0 6) 4 t, A /C, HIGH PAD_ WALL - el ,l t 43* f r , 5 ' H (GO Met nw/ 4 PLAgrex { t ,t I N q,i 5., l a 1,/ 1 O . r. 6 . WALL cft t if 6 tit a ' %dl 1 as. .... s. _ , , � .. - :. - ...... _om _ w - : 1 IA • ) NV 8' c L.c.2 r• 414, • ' •-re - , .1 . • 1 5 , - 16'-4" 4 • " ■ e 4- sr rfs„ . • , „ 4, 17 •-• , •• ' - • .”- It - - ' I - e- c.‘ :, _ 4 t Le t A • • ;,4,,'" 2 •;.:c • 44”-t,74.;44"..44.•-•‘44••■_••■•-,4,,,..,,44,4,•••••■■•,....,...4.......,••14••••■••••.4.44.-.......4.4.4,•alor 1: - r frr4 40' 'T r7p<ars ,,100 .".",r-ReAwook yea frol% 4 1. / a fttl 3 te e 1st, pl T ear? • : . O 0•A • • ••• • m..cz . . r • ' _ .•••,‘- • ' • e , • , •••.; -; • • . • . - • A • • • . 44 . 0 .•• - " 75, „,,. 'eV hi* VA11_,5S • ... •. • • , .• , . sele • -- 4p 4 4, 44 r 4 4-.44. 4 -ten, t t , - • • . , f P ; , - • , • r .1) 161_ 1 c 117P 00 * 57 2 1 e-4t-01 rt.c1PC2r2.. fr 1 kb C•t2t--/C, • t../1■›. . ce7L,c. *Ii7 FIKI. 5424..Q6 , - ...........;,... ....., ....,7:7_7_7-.......---A...-__ ,...=__.—, .:I 7 I . .___ . .4....,...o' , ,_.—.1 1 ., i 1 i 4 TIO I ! i i ■,,,._____, 1,,,,,_ ,____,,i 1 i • I i 1 1 . ._,_„1 - _ , i. ...-;;.-_-_-.--__-.- - - 95I 1 z 0 7 r2pa "31 4' .'• C4-$ 1OY - sikm,,Ic?osti . - "5Pt2i"'Zr, TeXTU rak: vruct.ce., 4.1 qr.. # 1 _ Igo • .-abINAL . , . 59 /3 • * * • '%vAk It. • I ,. i, % , .. -+ • i I . • 7 -1---- . 7, (P2e.yot,ro) • G/V2/•414.C." . ..1••■•••■•■•••■■,■••■■...... • , •••••,. • .7; 040,411. 041.. Wr20.?1 11 r241r..1 ("f;'"LIS4.1-4 riP e) • EVA rtc:IN FtLAN flts car44- 1.4 'fq ROJ OP' - RESIDt\ICE FC)R „ A- 5 ' - 1 ` s • • , • " • - - ••■•••■••••• -•••••••• ••••• , 41 [1 A CI I 4 .3 LAI - t a%•ro r • re. •••••••••• • .•■■•••••■ 1 iu . • r • 6" T141(14 13AT T - 1 INSULATION 2:X4 LEDGE 'It - IX 3 TUfiRING STR‘P$ IG"O.C. u-P/a" 13tt.'T S 3 /$ LATH ?TASTE „ - s %ow r _s_y,■At . 3W i LONG X 9 n 0 4” SVAN1SH CLAY 7 Wi0TI NG TILE 1 . AVLRAGE. LENCIT EX71ED - .1'14 AVERAC,E WIDT14 . EXPOS ED OH • a LAY IAIS Oc i 5 UNDERLAY.. 0 w CONCRE.•S. SLAB .1 J o _ax-1-, -- , 4,- t <a/c:. -------- I - 4 .1 — I - i , .1 - 7 - t ' ?".. V . ° " . " --4 c .- "'• ';',.. cmtFer TIN. 1 waug, waw sTaat4 * *1) WASV. %III IS /4 TZIRAZZO LtQi • 401 tiC • S P* 41 /(X la ' V. IRE MESI4 "DOUSLI.D a t 4" AT eXTS.1t101:4. WALLS 04 4 MIL. POLVATI4YL NE UES T YAPOR. 1$AR11/ER 4 TaRmila •YRSAT61), c.LitiAN 4.041vcrieU F ILL. TYPICAL. •WALL. ercl 2:4 OvaRNA140 W113 i PRECAST T C.QKRS It WI 4 DOV4 SRA. GALVANIZED D MSTkist; 'DRIP / WI T14 t X 2 HAILER CONTI RUAOS ALUMINUM TitAMS 4 ALMS . SLIDIN4 MOOR. la" e4" p4uRto VOUS lit - RECESS FOR. ILIDI44 1)001k 'TRACK, • " • • " I. !. (441 ! 411 4 f , 1 - .". <•. r" • •, ,"" • •"". _ ' • t . . . tfAl • • , " ; 1.4 , • • • " • • : . ' , 4.. , • . , • • • • • ' _ . a iL12 •_14.2 • LOCK -seAr_ TYPE ANCHOR EACIA TRLISS . _ 3" E.AM A 4 0 CON;TIN.0 OT1 .ca Tszt,P; • A" exTiAT614, - PLY\t1401)' ' AT SOP ITS vit COIst T1 Ilk,,)0 VU - -SCRS MT 4.• 1 ,roP OF CC C. BEAM CA r L . SI DE. ELEVATION 4 • 1/ 1. ; .2`� FLOOR:. FIN, coNC: s+.Aa to FLOOR FIN CONC. SiAe)--- ' •moo --."‘" ./_ \.f oaf ',"";..2+,-' ^`: f' `N.t'` ',,,!"' _•, j' . SPA NI S1-4 n LE R o ------- . � f 1.r� � �`�- °�► . ,, f`'`all..` ✓? ° ./'� 1 ,. l ° �. � *--... - !� 1 � o f ' - - Ca.l� . __...._ _.._ ___._._... �--- ``�. �N .,� . J� " +� - - �- t - - - t • • CAGEM4.M_r' 'r11 N3:c4W • SPRAYED" " T E D ( ruR Mi.? ' 3T» ;c( (TYPO - TY .:`j K �tM�N4N5 w. Kr. �� Yh. _._ MATS R1ALS . TYPE REMARKS 'z a 'E; 6' x13/4" WOOD v DOUBLE ACTING 50L10 CORD cr ut tr. r 0. 6.8 - 41 1 /4" WOOD FLUSH 6OUD CORE 0 9V) WOOD OVERHEAD SOLID CORE ® 2'Ox6 i3/4 WOOD FLUSH SOLID CORE '% 3'o "* , 8" w oo BI- FOLD FULL LOUVERED +� 2.0 "AG"•8" WOOD 81 FOLD FULL MEMO 8 } 2=Gs "x6'•8 " - ; 1 9/4 : wool) FLU'S H SOLID CARE 1/2 HOURS FIRE RATE ► 0 4 -O'A 678'' :: : WOOD BI' FOLD FLUSH HALF LOUVERE SOU() CORE 2"6"i •8"4 t' /4- W000 4 ,� 6-6 61-8" g4Vt C ASS SL%p1 NG 6 BD 2,4;6.46t$..x 1 - wpoP FULL WUVEREO 5 4 7( 6'-8 " wo0D 81- P OL D FULL LOUVERED 14 . 4= ". ' , .: WOOD BI-50L C• FULL LOUVERS ► ►S : 2 El" .' . WOO 81- FOLA : FULL. LOuvERE► • I w 1 DOOR SCHEDULE FA1V I LY . AGE. WOAD WOOD `11004 _. WQ!Qri. TERRAZO :" ITE.R1 AZ.O :T SEC Al2 CARPET WALLS., SPRAY ?AIM E PAINTS PA1 NT 8 D PAM"' 'D PA1 NTED PAINTED SPRAY PAtNa0 SPRAY - PAINTED PAMNTEQ l.UM1N • c IaN 7=o' I - 4r4 tom) may 4 1"-0' H 1 . G u. __... woa- PAIWt FOYER LIMO ROOM BASE BEDROOM N 81~DROOM_ NQ 3 8EORQQkS N ROOF TERA. GARO MASTER S 1At.C� 1-1ALL .FLOOR _QUARRY: T I LE TERRAZ 0 _.'ER'RAZQ ITE RR AZ GROUND FLOOR SPRAY SPRAY :_SPRAY_ R E � I D N C E. - Mla . AsztviA L A OAT .. ROOM:.: FINISH SGFI�DULE C I . .,■•■ GL CO ENGIN ERING;INC. NSVLTINQ ENt INE • 4713 :`8.W. 8 3TT` : „MIAMI ,sCALE:1 /4` - 4 • 1 ; s 0 0 �J � - • F- FOUNDATION ;. el GROUND FLOQR PLAN 'LOT 2 \CAL E:1/4 1 0 - = ten i.cl• -«*. Visi•eliF6F �•��rtiT`R,d�.l►.YY 4. b 0 f TRU53ES 2•-0 0 7c.. WOOD T riv(55. 0/c. :j i'4(D (," It 1 1 1 1 I 1 4G 10" T. SL," 1 4 i - V-(," 40- rxir EA/it ; • ""'" I .ry••• - ittga 12" 1 i ------ 1 1 11 k 0 PIN z tthCal_Sd*J? tIR 46`- 4- z SECOND FLOOR FRAMING PLAN LOT 2 SCALE:I/4114-On • f 4 LA a It tt4),,,o ,210e*T tew.0 14G lQ T. c„) it -3 8t I o" f r _Gi-kec DOarc-A S A( - - t f 4t 4 G /0" ao E.WI _ TEI 8 cj. 20 5 E3oi. 24 Top _ 4 @ IV ST1 R T.:"9 . t‘torG - 130T Teal- ft-4Q 1.?," 5.Vst. \ 4 cLriS- EtAGNEERNG,INc. CONSU euoiNEERs *no miAml, FLA. se 3 FOOTING SCHEDULE MARK DIMENSION DEPtIA REINFORCING REMARKS 0 4'..:0 x 4 ke i#; ew ear,: 3it'';‘3oll / 4 _ - ,;IT — ilii- 4kv aoz-/: _ : Y 1 4, 00-ri: Q) c- loit 14" LZ 00-1-7-: " eXP claNT 4 G AtotAi '111T14 'tL _!.'ApAqt ALL REINFORCING SHALL 8e HELD SECRELY IN ACCESSORIES DURING PLACING OF THE ONCRETE. 11- 'ROVIDE 1/2" PREMOULOED EXPANSION JOIN IS POURED - AROUND coLumic:- peogsTAL4 AN ALL A L AS MINIMUM 1 6 a ilLsl Be AND SHALL RE INFORCED M s ,s, OF 18 y ALL D11'4E- VERIFY A ,cApAc,T use IN u;-`!'`'. SOIL Bmt%7 QNTR-Y,Ttidigs. „ Ai r DigcriEI'm 1- STRUCTURAL, "CONCRET§,,AtIALL ATTAIN A MINIMUM 'COMPRESSIVE AT 20 DAYS AS FOLLOWS A- SLAB ON FILL . . . 8- FOOTINGS . . 0- COLUMNS . . . . . . 0- BEAMS . UNLESS OTHERWISE SHOWN ON THE DRAWINGS-, MINIMUM COVER. FOR . , REINFORCING 914AI i Ar AS FOLLOWS: A,- FOOTINGS ,' a-. . coLuMNS . a . PEDESTALS C- SLABS . .. ; • ... .. . . 0- BEAMS. . . ... '. . , E- SLABS * ON GRADE . I. . • ' . , SPLICES IN , • 8- TEMPERATURE REINFORCEMENT , . , ' ^ BOTTOM RE,INFORCEMENT (BEAMS OR SLAB).„ */' POSITION: WITH WELDED WIRE FABRIC .. 6"' TEMPERATURE REINFORCEMENT , .'. ' ' 12" * Bottom REINFORCEMENT (BEAMS OR SLAB) 36 8AR !IAME #19 OR ' mALLER, 44 A 1 li ARS 36 OAR' IAMETERS 4* 7 AND.- MALLER 43 BAR- DIAMETERS 1 ... .. ....-, .._ ..k ...;1 .. .- • NO SHAL t4 tt 1 404 c.4 ‘. 5 7. 1/3 OF SPAN NEAR SLIPPORTS. NO .SPL10E$ - SHALL - 8E, ,MADE .IN BOTTOM 8AR3 'r1N miooLe ALL REINFORCING STEEL SHALL 8E DEFORMED 8R$,411014 STRENGTH NEW BILLET STEEL - CONFORMING TO, A.S,T.M, 'SPECIFICATIONS ‘A 616 GRADE §Q. WELDED WIIIE FABRIC (WWF) SHALL' CONFORM TO A.S.T.M. A.185 DOWEL CONCRETE C OLUMNS TO FOUNDATION 'WITH. _BARS OF SAME' size AND NUMBER AS COLUMN STEEL . LAP 'A MINIMUM OF 3.0 OAR DIAME:TER, „WITH COLUMN S TEEL: • THE AMOUNT OF COLUMN REINFORCEMENT SPLICED BY LAPPING. SHALL' NOt EXCEED A STEEL RATION, OF 0:04 IN ANY 3,FEET ,LENGTH: dr.,COLuMN _WHERE STAGGERED SPLICES. ARE USED,' SPLICES, AT ANY CROSS 'SECTION SHALL OCCUR IN ALTERNATE.' OARS. - STRENGTH, 12- CONSTRUCT10,4 ON GROUND ',` SLA SHALL B LOCA AT GRID 'LINES (UNLESS OTHERWISE NOTED). - • 13• CONCFIETE SLAB AT GROUND SHALL SE 4 T WELL COMPAOTE_9 FILL. REMOVE ALL 'ORGANIC MATERIAL, (le ANY) UN9g SLAO AND CAST IN CHECKER-.. aoAno PATTERN'. y„, t , - 14- FLOOR SLAB AT GRADE. SHOULD: BE 'PLACED--,ON COM GRANULAR FILL AND COMPACTEDTO AT LeAst. 92 DENSITY. • rill :I • w+....� 2*sra p ... _ .. . .„ . .„ - - ' -■ ,',- , . ' .. • SCHED -, • - :'." , P%''''. - -',-,',.- . ;.,. '- , e • 4 * 1 i A .-;.'-i • ' ' •-- ,- :. "I . .. ,. '7 77 2 • t' f k, e, , . r k.:,, 4,,, ' .. • . , . . . • # ' '' • „ .. '.- -! „.•• , . . # . , -si X4 ' . , V - , i *:.P,- •-•!, --,...,. 4 4 `.'.,, '- 4 ' .''. .. -,,,,•.,,,-• • ,,-.• .. , /„.1 ; ■ ' -. )4morofit-'.FLk. '''' ,, . ',_.:'. if ',' , '',:. , :'. , !'. 3. •'.Z - _,:',' , ••• 44 1: ••-• - .7„ -., . „. ' Vc14■11 / P10/4 ' Y '''' ' '' ,- ' . ''' ' •:i - ''' - ''''• 0, ,. ., '' ',' ,:' ' 0/ : '' _. '' ' • ":•-• t‘ttsief.tcA#A04T1 a tufri,,,. :,- ; , • , ':''' , Ii(i - rACOAp4i fie4 T U if .. . _ . .. ....„, . ... i: ., s .,..,:i;•,......, .., : „,.. .t. pf ,-, .,.. . ..,,.. 4 ' e N 1. ; Al 0 °F0/3(We-- ', ` +r 7-'''- -7 0 , •„.• 7 -" r ; ' ,.,:.., '77,..,Z, •,• , •-•,-..„ ;,• ,.....„ , . . • . , • , QE13) `V 3EL eqTtoti - , • -. , i C, i'''' 4 : - RIj a . • 4 4 r i i Ritet e , . , • # , • ti/0 . ,-,-' .., - ! ,' ',i' '. 'ALL EQUIPMENT SHALL HAVE "'CAPACITIES REQUIRED TO_ ,08TAIN -A SUITAOLE , OPERATING BALANCE eerviEENI:A$501AITED: !TEMP. OF EQUIPMENT ALL," DAMPERS a CONTROLS.. MALL: 8E' ADJUSTED - TO 08TAIA 'THE; REQUIRED CAPACITIES; UNDER A' THE - ACTUAL OPERATIRG CONDITION'S.- OF EAC SYSTVki, AS ?INTALLED. OPERATING , POWER- rigguiRameti FOR EACH 'ITEM .OF eqUiPmettt" SHALL • t40't EXCEED THE RAYED mo HoRstFo:waR.--eALANcgo cAPAraTlee sliALL et EDI/AL T9 AT DESIGN -CONDITIONS. • COOk.ING„. SYSTEMS ARE DESIGNED FOR ?5°F D.B. INSIDE 'dONDTIONa ;WITH OUTSID OF 90°F sysrgms - AFiE,DESIONer-i", ro MAINTAIN A 'MINI AUM INSIDE T 91 • 2 ° F- 0.8. WITH -AN', OUTSIDE,' - TEMPERATURE OF' 44*f •• • CEILING - Df-)9R ( L , . LOUVER 000 ft , uNoiiicuT D9 E i osTAT CE! LNG ur INDICATE OISTRIBUTfON` PATTERN,' , . AIR COOLED CON044SINO UNITS TO OE U.L. LISTED, FACTORY ASSEMOLED' SIJITAacE.IFOR O INSTAt CATIOttg. domPLey.e. IT INTERAL- coticEt co'foriEssco, motoris CRANKCA'SE '11E,A'TERS'..,PIL TER PRECHARaED IN „REFRIGERANT PIPIN(3, MOT THERMAL„'AND CURRENT oveat.0Aos AND QIWOK CONIIECT REFRIGER.NT L)Ne UNITS YO BE' 3CliEOULED . OR APPROVED EQUAL. DIRECT EXPANSION„ - FAN COIL . 86 0AotoRY ASSEMBLED coMpLigte wini MOTOR • oQueLe• INLET, FORWARD CURVED t:„CENTRIFUGA,I,. EXTENDED SURFACE, ...COOLING (AIL WITH copPeR., Tuae's AND -ALUMINUM„ FINI1 INSULATED, CONPENSATE DRAIN FAN, 9 CONNECT REFRIGERANT LINE FI,TTINGS AI■I( THROWAWAY REFRIGERANT',. P1PMG -$U .JECT TO SURFACE CONDENSATION' WITH `.3/4-ANCH IN,SULATION ARIA4F,LEX ay ArimstRoNoy , Ftr*is11 - ; INSULAT :-J ION' gxppseoa... FOAM '411EATHER WITH 'TWO" COATS GLASFAEI AND MASTIC: - DUCT', MOUNret) eLgonite Reets.TANct e HEATERS ..811ALL7- OE U. C. APPROVE() ANO' LABELLED' OF rtig BARE WIRE. • TYPE WITH SAFETY PROTECTION THE FORM OF :IA:. LISTED , AUTONtATIC RESET, THERMAL CUT IN THE' CONTROL . CIRCUIT AND HEAT' LIMITERS IN, POWER-, LEGS. -- INSULATE TERMINAL :v INTERIOR- SURFACE SUBJEC-T TO. CONDENSATIOS4, RESISTANCE HEATER. CONT_ROL SHALL -BE ENERGIZED ONLY WHEN THE FAN, STARTER eNeriWO.- ' 15 r 4tit 'iStsfR(ouriOri fi)JP,,,iED OF ALUMINUM,`AS "MAN CEILING DIFFUSERS- TO 'EIE TITUS sgrites• 200 WIN OPFOSE0- 8,LAPE DAMP ERSif SUPPLY AIR' 'REGISTERS,..TITYS AIR,' CONDITIONING DUCTWORK • FA 64 T D RO ONE J I1Ick • FIBERGLAS DUCT80A,11(> STANDARD wcie,itr, (10447110o TED 'SEAt,ED, !AND ,,INStA141..0 AC AN(IE WiTif MANIJFACTURER'S„ 4 • ' • TJIR WAY14r me DIA Fit Lo*.yE:1,,,oeCre„ VI5'Q JS IMrIjcMCNr TYPE, WI r14 motiNYE) IN A SUITABLE' 'FRAME meoiA SHALL. eE ONE itieH FANCOIL FA ENt SELECTION- r 4 - fr74 fi e, r,rR1a tfott1 .- POLLUTION C•0NTROL • 4"K ' p ( ., a t It2(2.cki N9T(. .: V /C��" : e '/)X ?c) , esagOUp t _ re' w t.Y4 IXTURE 7'vR µR!PA k .,Kt • G /.r0 o f t , � ='� a.- ELECTRICAL SCHEDULE AC •., _ �. =..r. �' v <.. MANUFACTURER : a z s TURER Arvt v J = VOLTS .. , -- ,.:r..)/' .. ,. PHASE : it.4 CKT,N DESCRIPTION • POLES VOLTS BKR WIRE COND LOAD REMARKS -- - S t L_1 �', t---4 , :a , !� L'-'04:1, F:::-77 ..- i.. __. j 1 X 1 1 1 7...- i � ' rr _";J'°.+. CY 1 1 'S- . k . _ _ _. A\ C >, : t . , j . _ _ _ . : \ :i 2 J \ t ?--$--> , -. ('- "? (7,-, 1 `Z ` ( ' / I" 1 ( , ' ' r .::? :"....!,.:<-) 1 4- .. 1 ` - :c~ •, _ y (-...:-11.:-,::.• ^. ..- V.....-/_?...,... �i 1 d ( , , l'1 A \v } K ,:4._.-: t - -t °q r = 'F -- -(- 'Z 4 4',_.) ,, -: -�. % 't _, f, I tH Z, —r- %t /l /' '.� 1 _ • `,.' 1{ i -% 1"''0 -'.� t" i - . : :;=" t. = >, A \ \- :1`...e__Nk∎. -k::., ` 4 t_:4-� t_-' k , 1 z. %0 %z - ?? 1 ' % % 1/; J '1-,' f j / /// J ?. `r ::47f - -+ z ., JJ J . ...'( ) - " ) . 1. r) -' / {� .. '� e. ,t.? ti. —. 1.7.1 `r, i r' . /1, _ t.._: i . , , - -'e_..)< i ... _ � ' 1 U e,..,,,..2. 1 7 t 1 ? ' 1' . -, i t AA (_... 7 ? .'''/;1.1 .i i� 0 r Air, .;_.: 24-Y. 'i z ,1 -• -t (,} ; o ,�,;, -I . .ter.... 7 , r? i/; TOTAL /` q', /.C,v A - -4 2 TOTAL DIVERSITY LOAD: " TOTAL FIXED LOAD: Jl , - FEEDER: � frr:._, CI, - � �.� , , .�,: , �_1 "� _.. tee 0 0 0 0 V C}' LEGEND 120 V , 20 AMP. SINGLE RECEPTACLE 120 V, 20 AMP. DUPLEX RECEPTACLE RANGE RECEPTACLE 60 A. 2 POLES WITH NEUTRAL SPLIT WIRED DUPLEX RECEPTACLE 220 V. OUTLET 30 AMP JUNCTION BOX CEILING LIGHT EMERGENCY EXIT LIGHT BRACKET LIGHT EXHAUST FAN THERMOSTAT ELECTRICAL PANEL GUTTER LAY IN TROFFER FLOURESCENT STRIP TELEPHONE TRANSFORMER DISCONNECT SWITCH CONTACTOR LIGHT SWITCH 120 V 20 AMP 3 - WAY SWITCH ELECTRICAL NOTES I. ALL WORK SHALL COMPLY WITH N.E.C. , SOUTH FLA. BLDG. AND ALL OTHER APPLICABLE CODES 2. ALL WORK SHALL COMPLY WITH F.P. A L. AND BELL TELEPHONE CO; STANDARDS AND THEIR ENGINEERING DEPT. REQUIREMENTS. 3. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE SPECIFIED . �. THERMOSTAT LOCATION AND WIRING IS TO BE COORDINATED WI TN A/C CONTRACTOR 5. LABEL ALL CKTS. , SWITCHES , DISCONNETS , PANELS E TC, WITH PL AS TIC LABELS EQUAL TO DYMO. 6. OBTAIN A/C AND MECHANICAL EQUIPMENT LOCATION FROM A/C AND MECHANICAL DRAWINGS WHEN NOT SHOWN ON THIS OWGS. 7. AMPLE TEMPORARY SERVICE FOR ALL TRADES SHALL BE PROVIDED AND MAINTAINED FOR THE DURATION OF THE JOB. . 8. COORDINATE TELEPHONE BOARD LOCATION WITH TELEPHONE CO. ENGINEERING DEPT 9. ALL OBVIOUS ERRORS AND OMISSIONS SHALL BE CALLED TO THE AT TE N LION OF THE ENGINEER OR ARCHITECT. NOTES LEGEN CL R$ ENGINEERING, INC. CONSULTING ENGINEERS 4713 S.W. $ ST. MIAMI,FLA. - SCALE:NONE REVISION: 12.x.? _ .. 4 20A vAtt: 3ocICF " t ,, t 9 ' /, j L 2 AIR c.tr.JD i or.4 q tY'tict uArA, CC:,.p /Iva1- Flo (rx5 skis c; ri ,, 30 / i / c) '/ i zA T f_ ac:[ "ci.% S . CAP: 1 E ^r'11 M.'S' Z. e) I t/ s V PA A / / /AO • A:401-A? j 1 21 : ?VI 1 `�� jrR ii t 1''11,111 SilORr S , A. .hjl\ F i) /5 8513 D 11. { -140f 1(.; io?) (jR17'...AK FAST Rtt ..�_ / /00 -.FM a A c, r, • A ► Vr�►t a Unit" + 1 1St {t. I a 1"3 F(. 1 a I r t ! (jam►►! i --� 16Xc8VII L ).0c.) (IF / / LAW)O RY OATH 3 •7" B I C.LOSQ B D o # ! /4 x6‹..GML BATH r 6)04a3t-11- 9x2 qO(:FP11____ 1 u MAsrER t.3 ED Roni\k, • SECOND A I R CC 3ED Rc k"' J-5 ilo c.Fri x C e t-1 10A 1 b 7yoxio 8x8 ). )03 C 15o t3 ( F-7 A m We Roo 1.:\ / C3ML • p J For ri 13 6.1- 614 r I C LoT _ \ 4 — 1 5 180 C o 1: GA R D E. N/ NI DI TION P 1 A N1 • .-1/.01.Ae RE 101 c5T R17.E.T MgAt-tt ORi AIR CO P. 1) kT i 0 N 1 ,t/ f;5' E g t) ■ P M E..:%.2,1" t) A c(‘,D.k),..,,T i•ooF.t.. G.,[•. . ri\ -- ,ii..--,R 3 /lig 11/1:1.)0:q tiloe. L.. G. tZ . V) E (- - .3 6 ,.) 2_,301/,<,0fL,t :Z.0 i lri4r i Z t . fieVie I. 14• .7 i , .: - .A. t.— • _ „,._ ..... .. _ (;,E, HEO0q12(0 (- f.t> ;2. yo/ /so /-:<A 1 D 7 ) HEM-FIR 2z4 Top 2x4 Bot Sel. r, V2-15 ! 22'8` 27' )r* - - 22'8~ 22'8" ., l ![C-15 23/8" 22'8" ' - 7:_ Dry / 22'8" ) Z2/U'' '': !|C-15 i 22'8" 21'0" ' ` Dr' ' | 22'4" | 20'O" � '.'ebs to be 2x3 7=2 Hem-Pir. Fir-Lurcb, or Southern Pine; or 2x4 3 8cm-Fir Fir-Larch, or Soutbo'u Pine. 3-6.3 n 7n ��W��M ��� ���������� ._ 5-6.3 FIR-LARCH -- |2�4 Top � 2�4 Bot SOUTHERN PINE 2x4 To 2x4 Bot - ' . Sel. Gtr, Dens UC-l�/ ~ 22'U" 22' ' Gel. Str. Dense KU 22'8" | 2�'8^ Sel. |. Str. Dense 22`8" Sel |tr. Dens Dry-- '` l-22 Sel. Gtr. DC-l5 / 22'8" ,_22'8"_ 2Z'8'/ Sel. Structural KD' 22'8'' 22'8" . Struct. �tc/c�. Dry �' ----- m - 2 �'�"'--� � �2 n '8" S l ^ ' ^ Str. D 22'�'� ��'8" �1 Dense MC-15 i ��'8» 22'�'' �f� � Dp�se �D _ | 2�'�" 22'�" / '' 41 Dense Dry __ !_�22'8, |2 (xl Dense D ' 22'8'' |22'8" l MC | 22'8'' / 228" � 22' " - _ - ' --_ ~~^~� ..:1. D, ---� �� � 2�'8`` / 22'8" ��Dry 22'8" 22'8^ � � � '7 D n MC-13 22'0 22'8" 2 Dense KD � 22'8" _22'8^ - --- 22'. ' Z 2'�^ 2 Dense Dry i 22'8" 22'8" ��r� u ^^ + �2 MC-15 | 22'H'/ L 22'A'/ /2 ��G DD 22/8" 22'8" � _ ---_ � ' _ -_---^' - ��Z Dry | 22'8'' i 22'8" i�� �G Dry i 22'8" 22'8'/ ' - �ZD , r� ' - �2 KD | 22'8" 22'4" � 22'8" 21'4" 22'8" Max. 1"-Is‘ ccxnrvcAT No. 691 . u / ' °^` � .�o».. l '' �~,.. ,' ^ . ^ . r^•°^` ��� . � ' , ��.�|� ^ ^^ ". ,��• . '.—..'~ � � � � , '` � , '.` .� . ' ���� .. ���. � ' ' '`' '`—`= °``~'^c�; � ' ` � ` ^ ` '" ° � , ` ~ � ^ ,,« �� . '� �. '��.��� � , . �'.,"� ..�� ,~.� ^.� ..�� �`���"�� ,�°|�^ � , ..� � y•, ' '` /' ^' � `�u`'^^^ ~ ` " ` `^^ �r'�' � ^~ //`'`~`^ . � ^ ' ` ,�^^'^ ^~� ` ^^� � ' . .''.^^...|^^' �'.`'` `���' "^ p .`^. .~, ,...`�~ ,. ' ~' '`. • .. ',^.�'p'^,.^`..• ,r,'.*'~......` ..."^^.� ., .—.,' .` not " .°p~"u.",,,.`.`,`^.'..~~'. ,.,.. `',,,'.,`,.^,`,,..,`~.,,,,^.,,``. . ^ .,' .``.,`.`'~~,. '°.. ./ ^.-' ~"'`',~'' .' ^..~.^~.^.'^ .` ^/~``.``..^° .~`~ ' . .1 ^ ^ , ` � ,'�^''. . ` .^.' — ^ 113V `' ,`~.'. . .�•.,. ,i,�` , �� �� �. . .` � ```1|e.�' � ,^ . � ��~�`''.``.....~ . `.',.~` ,..^. °.'� '``'.`^.`. ��'��'^ directly ^ �� ' ,,��~ ` � . ���, ^ � , .., ` ��/��� / .���� ^ �� ^ .�`— � ' — . � ���.~ ' �.. ', [�.�� �� ' .��| �� .II ...`~•b','^,,.`.'°..^..'^..'.°.""",~°..... . ...`'^~ ' 2 Dry SOUTH PINE OR FIR- SIZE LARCH 3-6.3 22'8" 22'8" 3 _~22'H - 221(r__ [ YJU Cbkd,8v WRM Date , « ` /`» '/` , Chord 45 psf .^.~. ..~'.~ /o� umro ',� paz Rot Chord 10 li uf Tot. Load 55 psf {)or, Factor ���% spacing 2/O" o.o. TYPE QUEEN" - =��.,-=� I - 1 c�=�"�c��z�. 5 -5.4 38'4" 5- 4.534'8" 33'8" 5 -3.6 30'8" 6-8.1 38'4" 6 -6.3 33'8" 5 -6.3 30'8" F5 -5.4 38'4" 5 -4.5 341811 3 -4.5 38'4" 3 -3.6 34'8" ad HEM —FIR 2x4 T000p Sel. Str. MC -15 33'4" Sel. Str Dr 32'8" #1 MC -15 "1 Dr #2 MC -15 '2 Dr 2x4 Bot 37'8" 35 t t.r�5 .t.i'.`P' &• �`f. M:$ w.,x i +R.]\:,•. c ^ :_:(t ..s.a.n .... 31'8" 29'8" 28'0" 26'4" 33'0" 31'4" 28'4" 26'8" ■ EMI • '•.Ne "woe k` 1 12 FIR — LARCH 2x4 Top_ Sel. Str. Dens MC -15 38'0" Sel. Str. Dense Dry_ 37' 0'!_ Sel. Str. MC -15 36'4" Sel. Struct. Dry 35'4" # Dense MC-15 36'8" # Dense Dry 35'8" 1 MC -15 35'0" 1 Dry_ r �, 2 Dense MC-15 _34'4" L2 Dense Dry 33' 0" - #2 MC -15 #2 Dr 30'0" 2x4 Bot 38'4" 38'4" 38'4 38'4" 38'4" 38'4" 38'4" 378" 3 6 ' 4 " 3 4 ' 0 " 32'0" a ..a.n e4.5Eaersa ewe gib. eB RCB Chkd.B ti Date 8 � \ �pj f R CERTIFICATE Z tx` No 311 zY c LC RI STATE F f^ FC PITCH 4/12 l EDEN Drwg. V10984 26 r,7 71 Webs to be 2x3 #2 Hem —Fir, Fir — Larch, or Southern Pine; or 2x4 #3 Hem —Fir Fir— Larch, or Southern Pine 1 11 2 Note: Spans VIKING CONNECTORS 38'4" Max. 3_ -4.5_ 3 -3.6 1 tt 2 38'411 34' 8 "] greater than 32'0" require 6" nom. brg. simporeamacomstm VIMING connectors are 20 gage galvanised steel and shall be applied to both faces of truss at each Joint. 1'5 s to - shall be located as shuwn, either centered, or located by circles (o) or dimensions. Tolerance of up requires equipment which will P t 1 04 of given area is permitted. Cl'TTl VG and FABRICATING IC TI NG re e induce snug- fitting joints and plates, OVERALL LENGTHS assume a" be sr ing each end. eranng ',Atlas up to B" rev b• used, permitting an increase in overall length up to B ". DE IGN STANDARDS conform with applicabt, provisions of "National Cosign Specification for Stress - Grade Lumber and Its Fastenirgs" ( NHS 1 sot "Cosign Specifications for Light Metal Flate Connected Wood Trusses" ( TPI 1. FIELD BRACING is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting truss., are cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected and fastened in s straight and plumb position. Where no sheathirt is applied directly to top chords, they shall be braced at 1' -0" o.e. max. Where no rigid ailing to- applied directly to bottom chords, they shall be braced at 10' -0" u.c. max. Trusses shall be handled witl reasonable cars during fabrication, shipping, and erection to prevent excessive damage. u.. 3 -2.7 12 j 4 for Hem —Fir Bottom Dr SOUTHERN PINE 2x4 Top 2x4 Bot Sel. Str. Dense KD 38'4" ' 38'4" Sel. Str. Dens Dry + 37'0 38'4" Sel. Structural KD 36'4" 38'4" _ 35'4 " 38'4 Sel. Str e Dry_ 7[1 ^Dense #1 Dense Dry 35'8" 38'4" 1 KD — -- 35 ' 0" 38 ' 4 " 1 Dry 3'8" 36'4" 2 Dense KD , 34'4" 38'0" # 2 Dense Dr y 33 ' 01 " _ + - 36 ' 4 " - # 2 MG KD 32 '0,1 34'0" _ 2 MG Dry 30'O" 32'O" � 2 KD 29'4" ,_30' 0" # Dry 27'8" 28'4" * = 1x4 Continuous Lateral Bracing required on spans over 27'4" for 2x3 and 29'0" for 2x4 web. I S. Pine Hem — Size 1Fir —Larch Fir 4 -9e9 ' 38'4" 37'8" 4 -8.1 + 38'4" L 34' 4 "_. 3 -9.9 38'4,1 33'4" 3 -9.0 38'0" 1 + .30'4" 3 -8.1 34' 4I' 127'4" [3 -7.2 30'4" 24'4" Chords. Joan ing Top Chord 45 psf Bot Chord 10 psf LENGTH 38' 1'' Tot. Load 55 psf Dur. Factor 33+ Spacing 2'0" o . c . TYPE NOD. HOWE aR'L , _a •31:"3 . ..- tiMtPt:F i. Y.zSFas'w i 4AaA^6k ! ! ?:4,,, i L.br!:+.+i v vc r se ,:rNan , ,,, ,J Y H , , I • W fD O O ■ ; � I I - --- f SO SO OS Ci• �d o 1-d \ 0 W W • I I I 11 r r UZ 0", I 0 0 • • P W W fi - 11 o f N \-n it o 1- 1:3 0 L n \ i i I I 0 it 0 • W f --, O • 0 it 0 4 4 (1 � C • • C SN 1 o ` G+ o 0 i i • -_1, I CERTIFICATE fn N• . 6311 * -# rf S ATE •F o FLORIDA Q, c /S lOED ES VIKING connectors are 20 gage galvanised steel and shall be applied to both faces of truss at each joint, r r •B OAG Chkd.B 1Z1dB Date 8/1_7 1 � - ! !! / /''A,YF® s i n g rw i snug- fitting joints and plates. OVERALL LENGTHS assu a " bearing each end. Bearing widths up to 8' ma p used, p F • u © ©© °°��``''�� t responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses l ...t"+C2G7]!r s_ a., -d.. sr s:r_r,_ ,,,,r_' - - .s-. ., - „_m„,:.,,,.,,... T+< „L :^.r-- ?'1,'°' ,,..- r-, .- .•;.� 1,-.s"P-Y�t' __. t..b... � ....,�. _�.r..--- _.• .u.__ _-..ATL- _;:,XA_,._ P - 1P "is!4:'- ]3S't1 wxFrR^R„RA!" .t'JS.u+i r l y t^..t>w" narri g+�'+&*�P'nl!•'wtf}T 17i�"y'En+ amxrx angi ', ".X4ffiir''1•'.F7. -'@+ #2 So. Pine, Fir -Larch or Hem -Fir r3 So. Pine, Fir -Larch or Hem -Fir or 2x4 -43 So. Pine, Fir -Larch or Hem -Fir • 4 ' 0 " Top Chord *Bot Chord : Webs 1 3 -3.6 3 -3.6 Cut from 2x6 -- , $, 1 5 -3.6 3 -3.6 -a9 'L -5 12'0" 5 -3.6 Z -5 1 5 -3.6 Vi COMMIS A 16'0" 2x4 2x3 2x3 3 -3.6 or larger as required Z-5 3 -3.6 2'0" o.c. 20'0" Girder truss or bearing wall 16d toe -nail into each truss SECTION A -A is 6' For longer valley members, max. web spacing 7:I connectors are 20 gage galvanised steel end shall be applied to both faces cf truss at eerh )gent. Pt1 - a�e� shall be located as shcvo, either centered, or located by circles (o) or dimrostons. Tolerance of up to 104 of given area io permitted. CUTTING end FANRICATING requires equipment which rill produce snug - fitting points and plates. OVERALL LENGTHS assume e' bearing each end. Neaneg widths up to N" ma be used, permitting no increase in overall length up to 8'. Ut:S1GN STANDARDS conform with applicable provisions et 'National Design Specification for Stress - Grade Lumber and Its Fastenings" ( NEPA ) ane "Testga Specifications for Light Metal Plate Connected Wood Trusses" ( TPI ). FIFLD NRACING is not the responsibility of the truss designer, plate manufacturer, nor truss fabr icator. Persons erecting trusse, are cautioned to seek professional advice regarding erection bracing which is always required io preys' topping and domineirg during erection, and permanent bracing which may to required in speeifUU eppltcatioos. Trusses shall be erected and fastened to a straight end plumb position. Where no sheathigp is applied directly to top chords, they shall to braced at 1' -U" o.c. max. Where no rigid a ilirg is applied directly to bottom chords, they stall be braced at 10' -0" o.c. max. Trusses shall to handled vitt reasoueble care during febricetien, shipping, end erection to prevent excessive damage. es Common Trusses C TYPICAL FRAMING PLAN /lsame slope as roof 12 LJ a *2x3 cut from nominal 2x6 .By RWB D ate 21JJ/72 Drwg. V10004 LENGTH PITCH Varies Dr.By MJM Chkd offing Top Chord 45 psf of Chord 10 psf Tot. Load 55 psf Dur. Factor 33M, Spacing 2'0" o.c. ITYPE VALLEY DET. ' . 4". -°.zar,:.c tatiaz =i:L`: 3.:!£r/. ..�' . 1 3:T1:` 2717 :vVAT- IZICIIITS L..Y�' -. "6ia.._3 r^L -. `v* .'pi,'t'xa -r. '>v - 'L•a:Sx."". : .Difi':F..i.- .t,+'..2gt -. IZV'. 4.1'::a= .. STi.ESM rn: sascax:s � yQtr.ax. yd .�:...:_^.t.: - aar_Inhir y t t.vra �m, a;c+se+mcrznnn ean'ar r's :sS mgr' aiT. resru�€ t �1�°*° . ... Fasten truss to girder with VIKING ji �N1� , / / ? Bottom chords may be reinforced with scabs to provide additional load capacity as shown in table at left. Scabs must be of same size and grade 20' : 17'4" 21'0" 22'3" : 34'8" 40'0" 4 28' t 10'4" 12'S" 12'3" : 20'8" 25'4" 27'8" t 32'8" 36'8" 39'8" � 7-8.1 ( �� / p1 / � R = � Q4�,� 31' : 9'0" 10'4" 10'4" t 17'8" 22'0" 24'0" 1 28'0" 31'8" 34'4" S - - \ SATE F , �S 33' : 3'0" 3'3" 3'8" : 16'0" 20'0" 22'0" : 25'4" 23'8" 31'4" . - .��3 e 6 r. 4 -9.9 i ' 1 il h L ' r 12 5 --12, 4 hi a al L ii 4 4_5.4* E 5 FASTEN GIRDERS AND SCABS TOGETHER AS FOLLOWS: 4-8.1 9-9.9 7-8.1 U U� PI Bottom Chords: Nails for the VIKING HANGER are sufficient.to fasten first -A_ member to second. Third member shall be attached to second with the 4 ti trusses up to 16' span, 4 -16d to 32', and 6 -16d to 40'. For four or more l T members use (1)-1" thru -bolt for truss spans up to 32' and (2)-4" thru- I- bolts to 40'. Bolts require washers both ends. 1 �_' —` � 9 9.9 Top Chords & Webs shall be fastened with 16d nails © 12" o.c. throughout, -- 1" GIRDER LENGTH (from both faces if three members). i<=.z See Drwg. 13000 on reverse side of this sheet for bearing details. *Not Re.uired With 8l" Norn.Br . or 6" Nom .Heel Ht i YIAI43 connecter are 20 gage galvanised steel and shall be applied to Loth faces of truss at each joint. r r e a-+ WNW Chkd . B OAG Date 1 / 3/74 r na.i a alarn a I a aoug- fitting joints •nd plates. OVERALL LVNGTNS &se•nse a" Peering each •od. Bearing widths up to 8•' may r id , be used, permitting an increase in overall length up to 8•'. DESIGN STANDARDS corform with applicable T • { prcvi.ioos of "National resign Specification for Stress - Grade t ber and Its 1`aateniogs" ( NFPA ) and < s. m.1 44 r y.:,... HEM-FIR Sel_.__ Str.__MC - 1.5 Sel. Str. #1 MC-15 #1 Dr 2 MC - 12 Dry 2x4 Top 2x4 Bot 1 18' 15'81 1 8'8" 15'0" 18'8" 14'4" 18'811 13'4" 18'8" 12'8 1 8 811 Webs to be 2x3 #2 Hem -Fir, Fir- Larch, or Southern Pine; or 2x4 #3 Hem -Fir, Fir- Larch, or Southern Pine. 5 -3.6 1 AMIN CONNECTORS Z -5 No Splice 5 -4.5 W /Splice vsammatzeconnia FIR -LARCH Sel. Str. Dens MC-15 Sel. Str. Dense Dry Sel. Str. MC -15 Sel. Struct. Dry 1 Dense MC -15 #1 Dense Dry #1 MC -15 #1 Dry #2 Dense MC -15 Dense Dry 2 MC -15 #2 Dry .. 12 18'8" Max. 2x4 Top 18'8" 18'4" 17'8" 17'4" 17'8" 17 ' 4 11 16'8" 16'4" 1 6' 4" 18'8" 15'8" 18'8" 15'4" 18' 8" 14'4" 18'8" VIk/NG connectors are 20 gage gslvsnteed steel and stall be applied to both faces of truss at each point. PiVes sb►11 be located as shown, either centered, or located by circles to) or dimensions. Tolerance of up to 10: of gore. area rs permitted. C'TTING and FABRICATING requires equipment which rill product song — fitting .;otnts and plates, a \F.RU.L LE \GTHS assume a" bearteg each end. Herring ordtbs up to g" ma> be used, permitting an increase in overall length up to B ", DESIGN STANDARDS conform with applicably provisions of 'National Design Lpecrficatton for Stress — Crade Lumber sad Its Fastenings' ( NPPA 1 rue "Cesrgn Spectficet:ons for Light °etal Plate Connected Wood Trusses" ( TPI ). FIELD BRACING is not the responsibility of the truss designer, pate manufacturer, nor truss fabricator. Persons erecting trusses are cautioned to seek prcfesstonal advice regarding erection bracing which is always required to present topp'oeg and dominoreg during erection, and permanent bracing which may Le required in aperitif applrcalrons. Trusses shall be erected sod fastened in a straight and plumb position. Where no sheatbor» is applied directly to top chords, they shall be braced at 1' -0" o.c. mss Where no rigid ceiling le sppiied directly to bottom chords, they shall be braced at 10' —d" o.c. mss. Trusses shall be handled vitl reasonable care during fabrication, shipping, and erectinn to prevent excessive damage. I4; 40 2x4 Bot SOUTHERN PINE 12x4 Top 2x4 Bot 18'8" Sel . Str. Dense KD 18' 8! 18' 8" 18'8" Sel. Str. Dens Dry 18'4" 18'8" 18'8" Sel. Structural KD 17'8" 18'8" 18'8" Sel. Str. Dry _ 17'4" 18'8" 18'8" 71 Dense KD 17'8" 18'8" 18'8" #1 Dense Dry _17'0" 18'8" 1 8-' 8" #1 KD 1 6' 8" 18'8" 18'8 0 Dry 16'0" 18'8" 2 Dense KD 16'4" 18'8" 2 Dense Dry 15'8" 18'8" 2 MG KD 15'4" 18'8" 2 MG Dry 14'4" 1 8' 8" 2 KD #2 Dry 3 -3.6 14'0" 13'8" - -_:;. Ras ;rc'arr�*",t�^l'3'- '..'e -'ri= 'gam- :�'9,,�r' :...,.....f.- �,.z., ^z: -..�•. 18'8" 18'8" WRM Date9 16 71 D rwg. V10950 LENGTH 18'8" P ITCH 4/12 Dr.B MJM Chkd.B ,oa( ing Top Chord 45 psf Bot Chord 10 psf Tot. Load 55 psf Dune Factor 334% Spacing 2'0" o . c . 1 TYPE SIMPLE KING Lumber designed in accordance w/1970 Grading Rules e,.aK.•.- n >::trnf 4.�s..:caM.r.-s a;sa.... �F ...:;.d.r'.. �s,r'.:t,,+:' ,^21st ct:z. lFN St. 4 - s .';7;; , 1 , ir CONNECTORS 4Y•Y ".. a wM1[- Top Chord Sloping : 2x4 #2 MG Southern Pine or # Fir - Larch Flat : 2x6 # Southern Pine or #2 Fir - Larch Bot Chord : 2x4 #2 MG KD or #1 Southern Pine or #1 Fir - Larch Webs : 2x4 #2 Southern Pine or #2 Fir - Larch 6 -9.9 z 7 -6.3 3 -4e5 No Splie 5 -8.1 w /Splice #1i HIP 7'0" 18'8" 3 -2.7 12 4 1 VIKING connectors ate 20 gage galvanised steel and shall be applied to both faces of truss at each point. Plates shall be located as shun, either centered, or Located by circles (o) or dimensions. Tolerance of up to 104 of given area is permuted. CCTTIVG and FAbRICATING requires equipment which rill produce seu ed ins ito and plates. OVERALL r gtume to bearing each end. Prerir. g w idtha u p to 8" m us Le used, , peraittieg ng no increase in overall length up to 8'. DESIGN STANDARDS conform with spplicsb lr provisions of "National Design Spec if icatiou for Stress — Grade Luster and Its Fastenings" ( N1-1 ) sot. "Cesigu Spec if lest tons for Light Netal Plate Connected Wood Trusses" ( TPl ). FIELD BRACING is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusse, are cautioned to seek professional advice regardirg erection bracing which is always required to prevent tepp ing and domino log during erection, and permanent bracing whc ch may be required n spec ifu applications. Trusses shall be erected and fastened in a straight and plumb position. Wt.e re no sheathitP is applied directly to top chords, they shell be braced at )' -0" o.c. meta. Where no rigid ceiling i applied directly to bottom chords, they shall Le braced at 10' -0" o.c. max. Trusses shall to handled Witt reasonable core during fate casino, shipping, and erection to present excessive damage. —9.9 r.B MJM Chkd.B oac i.ng Top Chord 4� psf Bot Chord 10 psf Tot. Load 55 psf Bur. Factor 33 -1/3 Spacing 7+ Setbcc RWB Date 31 71 Drwg. tio.V12410 LENGTH 18'8" PITCH 4/12 TYPE u T �- ,ia'�...-+,. i';' �7, c:.: �::' tT�f-. T•* �: vT, r' ZT. 3' �: w" y..'' ru" iT�' I.' i:. c'' 3. L" u: � ":..._.:'i'..sBYt,.'w`,a'!S*':J #1 HIP LIMBER ** End Jack. vs- 2'0" o.c. 7 ' 0 11 VEIND CONNECTORS 7' FRAMING PLAN 5 '0" 5 ' 12 2+ End and Corner Jacks ** Fasten with 3 -16d Toenails * Fasten with 2 -16d Toenails J 1' 3'0" 1'0" 3 -3.6 I'riVMEM: +.,+'Y' d'glbI.FFITtt r t'v 2'0" o.c. 5 * ** 2 * ** 7' END JACKS 2x4 TOP CHORD 6/12 & UNDER #2 Southern Pine #2 Fir -Larch #2 Hem -Fir 2x4 BOT. CHORD 2x4 #2 Southern Pine, Fir- Larch, or Hem -Fir HIP JACK Top Chord : Bot Chord : Webs 9'10-13/16" 3 -5.4 3 -7.2 VIKING connectors are 20 gage galvanised steel and shall be applied to both faces of truss at each joint. Pla be located as shown, either centered, or located by circles (o) or dimensions. Tolerance of to I0a of given area is muted CUTTING and FABRICATING requires a ui ant which will up g i permitted. 4 4 pm product ➢ snug - fitting joints and plates. OVERALL LENGTHS assume a" tearing each end. Bearing widths up to 8" ma; to used, permitting an increase in overall length up to 8 ". DESIGN STANDARDS conform with epplicnble provisions of "National resign Specification for Stress - Grade Lumber and Its Fastenings" ( NFFA ) am! Destgo Specifications for Light ...tsl Plate Connected Wood Trusses" ( 1'P1 ). FIELD BRACING is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Fersons erecting truss" are cautioned to seek professional advice regarding erection bracing which is alva)e required to preen' torp'ing and duminoing during erection, and permanent bracing which may to required in specific application.. Trusses shall be erected end fastened io s straight and plumb position. Vhere no sheathtgt is applied directly to top chords, they shall be braced at 1' -0" o.c. ma.. Where no rigid ceidirg is applied directly to bottom chords, they shall Le braced at 10' -0" o.c. mac. 'Trusses shall be handled will reasonable care during fabrication, shipping, and erection to prevent excessive damage, rrc- ar - r f S ,P "" R y •Rr. K ^ ��o F .:_`Ya 5' 3' 1' CORNER JACKS OVER 6/12 #2 MG So. Pine #2 Fir -Larch #1 Hem -Fir 2x4 #2 So. Pine, Fir - Larch, or Hem -Fir 2x4 #2 MG So. Pine, #2 Fir- Larch, or #1 Hem -Fir 2x4 #2 So. Pine, Fir- Larch, or Hem -Fir HIP JACK * ** Fasten with 4 -16d Toenails Dr.B OAG Chkd.B Loan ing Top Chord 45 psf Bot Chord 10 psf Tot. Load 55 psf 3 -7.2 RWB Date 9777 71 Drwg. No. V12000 LINGTf 7' 0" � PITCH 2 +/12 Dur. Factor 334% •..21 Spacing 2'0" o.c. -7 TYPE 7' JACKS IN • 1 i h - 4.) r II r i _1 rI -- 0 1/2. "] .Y f ek c.i (' a.� ;r• =� t� :.,4v;74 . , r3i . :o -5t: . k i' r IN! , . z !."v .rlf•' - ,t . }2 °£ 1 5 95 713. ,Ac'( Tit '� r5 �t»_t c r■•�(tl• • 12 f)r, , v A �, `�G> r _.fit AMNON BUILDER .-ALT. IIYE11St8NS •• OYEAUN$S, 91TCA, ETO. •• TO 8F CNECKEO •- 8EfOIE OAISAISS TRUSSES IT IS TOYS IESNM$IBILITT TO CIECK OVA TRUSS KLAN 1,4300 141. W. 27th A /F • N 1.1 PI t \ / 't 1 r �r•r. PIIO 1!: If:13 °O33:3 ... 4.:Le: - . , ,....,, ,,1 1_, .1......1,..Jc...?._ ...c..,!.., %%1 4v.' 4 +sir, '1(raw : !,I,. : (:. : .. ' • / 7 L t jt It