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595 NE 96 St (6). ' - - - 0 . ‘ ,.... TIN 4..,,-.2. sL1N ' ' , 'ff ..........,..—....„.............. ... 4 loi.r.$ , , . 414ASI - larporre ,-.., , • . AMF4- . . t • .... ,1- * ., , cOMPRESSOR ......- . .. •-• '''' '. - W"' 4-0 dr_ rus........ . = '"'''''''''"" qoNoemsER PAN ,..,...._,‘ ., - • , .......• 7 ,.:...............*.• EvAPORATOR FAR t.-- FURNACE FAN w.w."...ca,-....- e- . • ,..., ....--•••Ita.k. ELECTRIC HEATER A ce m _ _ - - . .• A - - . • . . L , ... . 0 7 . _ .1 ,/ ,4 TOTAL FUSE . . ELECTRICAL SIZE,.......0_04.a....AMPS. NOTES .,.. . . ,.. . .. , . • F9YER - ! 't ! ; t 3 • 4 2 3 2' , • - 4. 2 d - ti 11 1 t i I 1 1 I r I , , 1 , , 11 ;; 1 , 1 t I ' , 1 , i P I II , I i I ' • - } 1 , I 0 ' a 'II 41 i 1 f 1 It 4 . ) '1 II i 1 1 , 'i , 1 -ti tf I t , 1 i i •- t t$ 6 a - 6 • - 104 1 4, 1 1 i ' I ; 1 I i I i I ! ° 1 • / .e!!! * 24 It t 11 ij 4 * tri !!%.44,t l'Ai 11 st . r *. ‘ . ,.. 4. /I -. tki 4 •Vi 1 44,7,4 . 0 .,...,.........4 1 ........... 1 ,),—,....... " E: 4 14 1- L) 4 • 3 2 • / 5;tzt C.'? 24 zo -O Atm rI, •.•• ••• tt NI 1.0. N . it . n- il tr c.s. 4 r I R too 14•10 „ . A. , 44,."` At.' " ; V NOTE: . 'ST Co vex-, DtriTr, uttt trrtv,xtrzry titir 1.7f4.1 ItOWS' Aottss "rv, Chords 6 foot on cent. %Toss 5ot.tom Chords - 12 loot vanter. ..1•■•■•■•-•■••••••ro....m.-Ad ' .AN - AtYli el STie 1 --fZ) ; - _ 7 • LIGHT ROOFING HEAVY ROOFING Asphalt shingles Sheet Mete1 Aluminum, etc. Slate, Bartel Cement Tile, Terra CottP, tile e._. Copyright 1555 Viking Connectors, 1LC. 5T -21 to 3O' -6" 5 -6.3 over 3O' -8" F. 16d nail=. -5/8" -2X4 lateral brace required when length of center vertical member Ex— ceeds 6' -6 ". 5T -21 to 30' -5" 5 -6.3 over 35' -8" f�lll! OUTLOOKERS 8heathir0 - 2X4 41 Southern Fine .(1' -4" mir. aim. "8 ") Dimension"8 End Wall Sheathing Dimension "8" Max.(Lt.Roofir1' 3' -6" Max.(Hvy.RCOfing Gable End — End Wall —_ NOTE: B dimensioi mJst rent be • laropr than A din Hahn. Date .tune 1, 1;55 All vertical , webs spaced 2' -0" c.c. YIUH0UT OUTLOOKERS 8' -C" Max for 2X4 To Chord 4 12' -0" Max. for . 2X6 Top Chord 4 -5.4 J -5.4 to 30' -3" \ 1 -1/4" 5 -5.3 over 30' -8" e L- 51tvaT Vent 4Dm " - a All vertical webs spaced 2'- Sable End Details WITH O'JTLOOMERS have the same lumber and plate reaalrements as Gable Ends WITHOUT OJTLOCKERS .above) except es detatled below. I 3'- G "Max.(Lt.Rocfing) is 6' -0" 2'- 6 "Max.(Hvy.ROOfing Cimen_lon "A °(to be equal or larger Gable End an Dim "8 ") Z - 5 (typical; TRUSS SPAN or i5OCf InC.Heminok .ouble- whe n- -L ath or furring strips 2x6 Al Sc. Pine, '.'oast. Fir or L st. Hemlock Lath or furring strips up trusses CST. "A" is ever 2' -8 ". GABLE END DETAILS 5 -5.4 to 30 -B" 5 -6.3 over 30' -8" All vertical webs spaced 2' -0" o.c. 12 Pitch to match truss nails S framing for each outlooker Outlocker(single 5 2' -G" o.c.) 16d rails I framing clip for each outlooker oJble Trcases - s ELEVATION OF HEEL DETAIL WITH OUTLOCKERS 0utlocker (Single 5 2' -11" 1 \_ Plate:// Rea. 6/3/21 LUMBER All lumber shell to minimum, Al Southern Pine, 1500f Industrial Fir, cr 1500f Industrial Hemlock. TOP CHORD shall be 2X4 minimum. BOTTOM CHORD 5ha11 be 203 minimum. Wets shell be 2X3 minimum. PLATES- VIKINS Connector Plates a rr 2C gauge galvanized steel end applied to both feces of each truss et Each joint. 1" Jorrinel shzething or 5/e" p , ood first truss) l' -3 "Max. trusses 2' -0" c.c. . �OJERHANG WITHOUT OJTLOC'RSP (Typical Section) Gable I Truss TRUSS SPAN Heel Detail -/ /./% � 2' -0" o.c. For Single 0uticckers, 4' -0" o.c. For Double Outlockers (typical Outlocker(s) 3 -7.2 5 -e.1 TON FOR 3-7.2 Lath or ..., Coble End furring stric 1 2045 16" 0.c. cr 24" o.c. 1X3 or 104 a 2' -C" o.c. and in tha some direction es the t:uss� bottom chords. Continuous reilar. ALTERNATE CEILI "+G FRAMIN3 Q 0 D GAB • d ,. 7 J o • n\ 4 L'. The v:E:NI Truss Fabricator must furnish a copy of this design: to both the builder and trues erector. LES:UN ST/NI/ITS, This drawing, hes teen pit-pared to meet applicable provisions of the "Eattoral Deeii:a S ecif:cation for Stress-Grade Lumber and Its Faster :cgs" by Nationel Lumber Cenufecturero Ltcoctetlon; end "fesigr :.ptcifications for Light Yetel Fate Connected flood Trusses" by Trues ?late Institute. v'x_'NG Connector F'a'.es or 2e gauge gaivacired steel and applied to both faces of eech truss at each Tc—;T -1 'SS�I the same s;eeies with eq•_ai or greeter etrers values may be euletituted. IA'eF:C :T: 5- 7 1.xter must be accurately cut and fitted together so that ell eenbers at each joint are t snug contact e:rrg the joirte' Fete centerlines stall co:r.c :Ge with joint centerlines or shall te located ty eire:es =lees otherwise n ecriored. CVSFL:.L SFA::S are taxed on ooxival 4" bearing widths and may to increased by as much as 4 at eech wider tearing to using nom:sal 'o" bearing widths, iermitt:ng a maximum overall span increase of ^ ". LATERAL B2.CIt .his truss has been dr e g Ted sea 'ng the top chord is laterally braced at ieterve.s not e,:ceed!rg 3' o.c. _ . tears no reepone't " 'te for the erection of tearer .n accordance with this design. Ferrets • "a� :.g euc5 trustee are cautioned to seek irofereiotel advice in regard to safety precautions during erection, pro handling, temporary tracing and pe rr.ec.ert treeing which ray to required in specific app- rati0t . NOTE: 1962 N.D.S. edition. NOTE: All webs shall be 2X3 or 2X4 #1 Southern Fine, 1500f Industrial Fir, or 1500f Industrial Hemlock. TOTE: Only one Butt Joint A or B permitted in bottom chord. 1- 5/16 " — 4 I 1" 3 -8.1 2 - 1/4" BUTT JOINT A 5 -8.1 5T -21 Camber 1/2" at center 12 3 LI ' BUTT JOINT B 4 -5.4 to 25' -8 3 -6.3 to 22' -8" 3 -5.4 to 20' -8" VIKING CONNECTORS L U M B E R Max. Overall Spars 1 Dense So. Pine 1 K.D. So. Pine Sel. Str. Fir Sel. Str. Hemlock 1 Southern Pine 25' -8" 25' - 2•" :2OOf Ind. Doug. Fir 25' -8" 25' -8" 150Of Ind. Hemlock 25'' -0" 25' -8" _ NOTE: Hemlock to be W.C. H.emlock. a b 8.1375# c a FORCE DIAGRAM .2' -0" to span /6 3T -10 2x4 Top Chord 12 3 1 N.E. 13th Avenue Fort Lauderdale, Florida, 33304 2x4 St's.Chord c 795,T Ecof 45 psf 5b5 r t Ceiling 10 psf b Za20 #G � , - Total 55 psf 415# 39 0 #0 1 II 0 %C / stress p h. 38401a RI 25' -0" Clear span 3 -8.1 to 25' -8" 3 -7. to 23' -0" 3 -6.3 to 20' -0" 3 -5.4 to 17' -4" L U M B E R Max. Overall Spars #2 K.D. So. Pine ,y2 Southern Pine 1200f Ind. Doug. Fir 1200f Ind. Hemlock m N' f 540'# 250# Equal areas 2x4 Top Chord 0 "v 2x4 Btm.Chord ? o µ' wJ 7 H 0 0 rt DESIGN LOADING 0 . m • 0 n a Phone AC -3C'5 5 5CE 4 7 _ ------ ra................................ Wm..* ,.......ra-wo.c...a.......................... m.o.. 7:!... 7!:::N:. Tr uEs Fat,:cat or 7.:cto. f a col y of t1:, deF:cr. to 1.et h the ?Ali :der and trues 2x tor. LUMBER 4 2x4 LUM3ER :F..: a,•Ta:;7<..2. 7h.s recr:r.,., 1.es teen ;.te; to ,eet el..ylIcable i.d.ca: sit", of ti.e 'Nat total leclot X. Overall Spvrs Top Chord Btm.Chord Fax. Overall SpPr.S f tc t .cat 1 on !Tr .itress.,;rade 1: and :ts Faatenes" by Nat:cral ,Al.., ranufac AI awlat 1 on; ec!er :=4-.f.ce:ons for 1.:ght 'etal r.ate Convected r,sLer" by ruFa PI a'.e 7.F■stitu..e. #7: Len,...e So. Pine . So. P.Ine : Cor.Lec! or ::a ea are 1. Fa Fal7an:ded. ateel culd el T T pd:e1 to 1, facce cf e ecl, trubs Ett, ••“ch ' • - -.77r t.":.t. r at, al ec I es , ..th ed,a1 , 0 street ,11.1.eS ^sy `,e subet j tuted. 41 E.D. So. 'Pine 4? Southern Fine 1., acc,:ate-F c,t and fitted tec,t ro t t hat ml ,, h encO ;:o.lit A:, , 5,..... et:Lt.:FF.767c tl, :o,t.ts. Fate c.,ctetl:r sl.al 1 r,:l.c ide a 1.'r: Icl!.t. certcrl.e Cr s:.ai 1 `,.e .cce.ed to c:rd:ts . ...r..e,E ct erw:re7r.7,.clot.ed. :',I.F..),I.I. Si AN: are t bled. ,••. r.,'nol Li" • bearSnK w:dths •;• 1. Str. Fir fl le LLereaced by Rh dc.leh as ." at e ec:a w ■!er t•e.,r.nc u...e: ,4,.0 r, r.,,T. :ll ," beer:re, •a!dth c , • ,r.tt ,g a . of -'. LA liEaC:::: Ti,:c t rd: c• .ett bee, 4.,!1.7...e. Sel. 6tr. 0 :.lemlock :NC., trers tO rei,,,,eftLI.ty fc, ..L. e,ct:on of trAI,S I; 3OC,N 1. C e w :th !!.:5 itet,:71. ferW.O #1. Southern Pine 34,-8“ _7,4,-80 ate,:.,,r ',Le :cr. cl.. .s .ate:e.... ..ac , . ...t . - • p , --' • • • - • . — ," , ..r. 7:K:NG C erect:cr., 1.rnet .E1:.d te,,crer7 't•ac.r.,; ad ;er,al.er.t 1 rac.1, vb. ch .7.ay t,e re.;c. red a °pee: f :c i 1 f. 1 rd . Do'.. Fir 32'- 34 1 -8" •,,-...! edcb tr,..a,,es !ale caci.ot.,d `a tteA i.ref.-ra. advice .c , ecard ' , s.,fety i•recautt durir.e, NOTE: 1962 N.D.S. edition. I. HPM'...i0k 29 34'-B" NOTE: Hemlock to be W.C. Femlock. r _13004/C NOTE: eb members shall be 2X3 or 2X4 #1 Southern Fine, 1500f Industrial Fir, or 1500f Industrial Hemlock. 1-5/1 Symmetrical about centerline. 115-6.3 to 34'-8" I5T-21 to 30'-8" - 1-7/8" for 5-6.3 2-1/4" for 5T-21 BUTT JOINT 15-9.0 to 34 15-8.1 to 28'-8" a THREE CAMBER BOTTO1 CHORD 1/2" AT CENTER. _A ALTERNATE JOINT 3-4.5 EqUAL 5-6.3 to 34'-8" IIUTT jiDIN 5-5.4 to 28'-8" 12 3 590# d 59 C _3900,4/c Roof 45 psf Ceiling 10 psf 51 . G40# b 40 Total 55 psf 2 - 345# 1 33-i/5 unit 4950#T 6100,4 ne. Symmetrical 1300#T 350#T about centerli 3-4.5 to 34'-8" 1-1/2" 3T-10 to 32'-8" VIKING CONNECTORS MCial.. 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 35304 ke Kr1 120Ct Ind. Eoul.;. Ft 1200f Ind. Femlock 34'-0" Clear spell 5 --1200#C 3 1.2 R- 1870/f b a FORCE DIAGRAM STAGES - tv 2x4 Top Chord DESIGN LOADING Equal areas I - 3-14.4 to 34'-B" 3-12.6 to 34'-4" 3-10.8 to 29 2x4 Btm.Chord C3 • 17 0 ao ▪ :- e 00'4 Ca 0 ▪ X rvc..) DI 0 CI t • 1. 3 I F p tcl 1...... Phone Ac-3^5 566-5471 NNJ 3T-10 1 _ Copyright 191,5 Vikin• Connectors Inc. 4 1 3 -8.1 for 2.5 & over 3 -9.0 for 2.0 3 -9.9 for 1.5 EevEl edges 3 attach to truss with 3 "X8" nailplate et top 8 (3) 16d nails in bottom chord (see detail below for to chord attachment) Hip #1 _ y ,2X6 Ledger 3 "X8" Nail plate End Jack (Top Chord attached with (3) 16d - _ toe nails) Hip Jack Top View 7' -0" END JACK 101 CHORD HIP JACK ATTACHMENTS Date Juno 1, 1765 HIP JACK FRAMING HIP N (memnels as required -1' -0" Corner Jack 3 -5.3 for 1.5 x 3 -5.4 for 2.0 3 -4.5 for 2.5 & over HIP JACK 2X4 or 2X3 #1 material Attec'n End Jack to Hip ;)1 with (3) 15d nails at top 8 (2) 16d nails @ bottom 2X6 Ledger beveled on top 6 attached to Hip truss with (4) 16d nails at each truss member in contact with ledger & 1/2" eta. bolts 2 panel points. (by builder). Toe nail to plate with (3) 16d nails. 3 -5.4 Toe nail to plate with (3) _ 16d nails hip Jack 3 -5.4 for 2:5 & over 3 -6.3 for 2.0 3 -7.2 for 1.5 1 EHip #1 Side View (Endjack B ledger not shown) 2x4 & 2x6 TOP CHORDS 256 ledger •,r #t.e d ( If necessary, bend plate over top of Hip Jack. --Bend line -3 "X6" nail plate at 45 bend. Attach with 12 nails (6 each side of bend) & 2 - nails at bend. 5' -0" Corner Jack ' - 7' -0" End Jack L 2' -0" o.c. 3' -0" Corner Jack fr 5' -0" CORNER JACK TYPICAL TIE DOWN 1' -0/ SETBACK Bevel edges & toe nail to plate & to Hip Jack with (2) 15d rails Z -5 1' -0" Corner Jack Bevel edges & attach to Hip Jack DOTE: C with (2) 16d nails top i bottom. ZY�. rafter is structurally adequate for all end Jacks, however larger sizes are generally used to match top with (2) 16d nails. chord size of standard truss.. If 2X6 or Const. Hemlock. 3-5.4 or greater, use #1 So. Pine, Const. Fir LT_4 3' -G" CORNER JACK Toe rail to plate Bevel edges S. attach to Hip .lack with (2) 16d nails top & bottom. Toe nail to plate with (2) 16d nails. 3 -5.4 1 LUMBER 1' -G" Ad nail All lumber shall be 2X4 1,1 Southern Pinn, 1500f Industrial Fir or 150Cf Industrial Hemlock, except where .,how^. 1/8" X 1" Anchor strap ovrr top chord builder) Pg. 69 U I r c� �• f o ,at {Alf wts t orti !:M 7 1. I NOTE: TWO COMPLETE TRUSSES REQUIRED. Fasten together with 10d nails © 12" o.c. throughout. 3 -12.6 1 3 -7.2 I 5 -8.1 3 -8.1 7 -8.1 3 -3e6 30'8" 30'8" 5 -5.4 3 -7.2 #1 HIP 7 -6.3 • #2 HIP 9'0" 7'0" 12 • Lumber designed in accordance with 1970 Grading Rules m. • '.t .. 4.. "'I1.iAa:w tr J;a ".0 b.. ry,figi..S A ,s .�me.lK'+�.3 4L.e.•L •• rwm • ...El i_M '•••4.'eaA.id.k" Ivor COMMIS CTO IS :a s: a a ,.,.jw• 1 Dr•B M.JM Chkd.Bv RWB Date 4, 16 71 4•. Le .. .6.a4.• oa ing Top Chord 45 psf ' of Chord 10 psf Tot. Load 55 _psf Dur. Factor 33+% Spacing 7' Setback LENGTH 30'8" 'PITCH 3/12 TYPE IIIP SET ey 12 .ris 3 -12.6 3 - 10.8 Z -5 3 -9.0 VIKING connectors sr* 20 gage galvanised steel and atoll E• applied to both fates of truss at each Jo&nt. Pistes shall be located cis 'born, either centered, or located by ei'reles 10) or di•eostona. Tolerance of .4p to 104 of given ores is permitted. VETTING and FABRICATING requires equipment which will produce snug — tilting ;biota and plates. ut}RALL L1 \GThS a.sune e" bearing each end. Rearing widths up to 8" may is used, peraitttrg on Iocreas• to overall length up to 8 ". LF:.MIGI STANDARDS conform with applicable provisions of "National resign Specification for Stress - Grode Lumber and Its fsateotrgs" ( %FTA ) sue 'resign Specifications for Light Metal Plate Concreted Wood Trusses" ( TP1 1. FIELD BRACING is not thr responsibility of the truss designer, plate manufacturer, nor truss fabricator. persona erecting trusser ar• cautioned to seek professional advice regarding erection tracing whits is •bays required to prere•i trpp'ing and domiooicg during erection, and permanent bracirg which may Le required in specific applications, Trusses shall to erected and fastened in • straight and plumb position. there no sheathing is applied d ly to top chords, they shall L. braced at 1' -0" o.e. max. Where no r1gid csiltng Is applied d' y to bottom chords, they shall to braced at 10'-0" o.c. sow. Trusses .hall be handled vitt reasonable care during tabricottoa, shipping, and erection to prevent 'aces.&•• dosage. IMO Top Chord. Sloping: 2x4 #2 MG So. Pine Top Chord Flat: 2x6 #2 MG So. Pine Bot Chord: 2x6 #2 MG So. Pine Webs: 2x4 #2 So. Pine Top Chord: 2x4 #2 MG KD or #1 So. Pine Bot Chord: 2x4 #1 So. Pine Webs: 2x4 #2 So. Pine rbc W '76/7 /3 148.1 : 5 ti G t % v t y 50 3 1� /L so 0 99 /4 /3 /6 /7 4 3 it 5 F 5°q • �• C S� �%26S n Nf 11 70 r;rc a \ a \ ^z '1 /0 9 d 7 4. s r., 6 0 � v 101 /3 1? Lo 4 L! 3 12 z So • ` � / /25.$ l3 !4 4f !6 /7 /,f� +', 1 -• 0 6s L 1 1 c /s S/ o 7 \`. /0 / ,c,,, f r: GZ) LOCATION r/ 2, I ---.--.--.----- r �z �-- �SKETCH OF SURVEY 9L' OC/' 9 9 07: -0,0 C </. q . = ?/ f /moo r" G it/ c ,4LCv? GiN� i /W,z z_ // lJGE 0 w / O.vr/ Go v . P�'l/`�o EGG Ex 50,bo' CERTIFICATION: l Hereby,Certify t hot the Survey of the property described hereon is true and correct, to the rest of my knowledge and belief, as recently surveyed under my direction ar .1 that there are riencm chments ' u n !,. s shop n or doted.(/ / _ ft) £Lt (Reg Surveyor MIA!) — State of Florida ,e2 '.QAo- - , o /J l3 k /2 ' s 2/ 7' i>�r //E. 96 �•' ST as. o S<t).‘- i% /E /iCiT.C.io ., - 5D./'O' (19 z, /G / i5ETN4 f E O /S'c. f745S:,-'1 -6U' POGF_ 6'T. 5 / `;''Z . \V r /9 10 • • Z 10\ \ i ` 0 ic OETr -1 /G_ 6 CA / ,, _ moo' S / ' .`.`3 • 5'�G'• �z C2 cam s //O, L7/ 4 G Oli�t /TX _ :7 _ Accord:09 to the Plat Book /.<; Page_ /4 of the Public Records of Dada County, Fla. PREPARED BY DONALD W. McINTOSH .ASSOCIATES, INC. 581 N.E. 91 ST ST MIAMI SHORES, FLA. 33138 Data 7 7 - ice 7/ F3. moo'.- / QN. C.S rJ