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785 NE 96 St (2)Top Chord = 2x4 #1 Southern Pine Bot Chord = 2x4 #1 Southern Pine Webs = 2x4 #1 Southern Pine TC —Panel d -1 6800 #..Q 5.89 x 1.33 x 1350 BC —Panel f -1 6650 #T 5.89 x 1.33 x 1500 2-1/4" BUTT JOINT (Type A) 1/8" 1 t JU 5 -7.2 7.5 90x(5.083) .10x1.33x1600x3.56 .643 + .361 = 1.004 1 .00 20x(11.17) 10x1.33x1600x3.56 .444 + .394 = .838 = 1.00 12 1/8" _ 2x2 Block L ! 4 BUTT JOINT EQUAL (Ty e BPACES 5 -7. 3 -4.5 4 -9. NOTE: Butt Joint (Type B) may be located between centerline and point of equal space. 2" 12 2. 5 • Drwg. No. V6378 5 -6.3 3 AIRING connectors are 20 gage galvanised steel and shall be applied to both faces of (ruse et each joint. Pirates shall be located as shown, either centered, or located by circle. (o) or dimensions. Tolerance of up to 101 of given are. is permitted. CUTTING and FABRICATING requires equipment which will produce snug - fitting joints and plates. OVERALL LENGTHS assume e" bearing each end. Rearing widths up to 8' may be used, permitting an increase in overall length up to 8 ". DESIGN STANDARDS conform with applicable provisions of "National Design Specification for Stress - Grade Lumber and Its Fastenings' ( NI'fA ) and "Design Specifications for Light Metal Plate Connected Wood Truaaes" ( TPI ), FIELD BRACING is not the responsibility of the truss designer, plate manufacturer, nor trues fabricator. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is always required to prevent topp!ing and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected end.fa.atened is s straight and plumb position. }here no sheathigg i.s applied directly to top chords, they shall be braced at 1' -0" o.c. mar. here no rigid ceiling is applied directly to bottom chords, they shall be braced at 10' -0" o.c. mar. Trusses shalt be handled with reasonable care during fabrication, shipping, sod erection to prevent excessive damage. >r 77 -^ -..t. TJi .. Block ALTERNATE SPLICE Force Diagram 1" = 2000# —Equal NOTE: Do not combine (Type A) and (Type B) splices in one bottom chord: If necessary two (Type A) splices may be used. Rev. 9/23/70 D— FAN- 2.5 -32 -55 1) Th Chkd43y,R,WB Date 2 /9/67 i n Top Chord 45 psf Sot Chord 10 psf Tot. Load 55 psf Dur. Factor 333/ Spacing 2'O" o.c. TYPE FAN Areas 4-12.6 o c d e rbc r) TLe YIEIHG Trues Fabricator soot furnish a copy of this design to Loth the builder sad truss erector. DESIGN StMNDABDS: This drawing has been peptized to aeet applicable provisions of the "National Design bpeel3iceL�Tor Ctcesa -Grade Lumber and Its Paateoings by National Luster Manufacturers dnsoci •tlooi and •Des1 fpetltications for LSypt Metal Plate Connected Vood Truesea by Truss Plate Institute. Villa!: Connector Plate. ore 20 gauge galeuniled steel and applied to both faces of each truss at each �oiLF. I1� :IlF.B — urLEe sous bleelts with equal or greater &Arens values ay be aubutituted. PADISICATICS[ -Luster aunt Le accurately cut and fitted together ao that all center" at each joint are In aucg c outocf n7ung the Platt centerline. "hall coincide with joint centerlines of shall be located by circles unless utLerwi&e dlncncioned. OYLHALL "PANS are Lased on nominal 4• bearing width. and aey be lnereaned by es such as •• at each wider Ing iqn using nominal b• tearing widths. peraitting • aerials ovc1•11 spas lucrc•ae of b•. LATLPAL BRACING: This truss Las been dealyyed •saaing the top chord 1s laterally braced at interval. not exceeding S' -O' o.e. f1r1NG CCNh1:Cr0BS. ]NC.. Leers no rebpuo•lbllity for the erection of trusses in accordance with this dealy,o. Peraous using ouch treaties are cautioned to sect proftonlunal advice in regard to safety precautions during erection, proper handling, temporary bracing and permanent bracing which say be required in specific sppli NOTE: 1962 N.D.S. edition. NOTE: All webs shall be 2 %3 or 2X4 #1 Southern Pine, 1500f Industrial Fir, or 1500f Industrial Hemlock. NOTE: Only one Butt Joint A or B permitted in bottom chord. • 4 54-21 BUJET JOLT A i 5-8 3 CD 8 Camber 1/2n at center 1 V11EVIMG . COMECTORS BUTT JOINT B 22 9 .2' -0' to span /6 4 -5.4 to 25' -8" 3 to 22'-8" 3-5.4 to 201_8. L Se LUM LUMBER 2x4 2x4 ax. Overall Spans Top Chord Btm.Chord Dense So. Pine K.D. So. Pine l. Str. Fir l. Str. Hemlock Southern Pine 25' -8" 2 OOf Ind. Doug. Pir 25' -8" 2 00f Ind_. Hemlock 25' -O" 2 NOTE: Hemlock to be W.C. Hemlock. FORCE DIAGRAM 3T -10 12 12 1435 N.E. 13th Avenue Fort Lauderdale, Florida, 3330a 5 1 _ 51_84 #2 K.D. So. Pine #2 Southern Pine c b 565# 2820 #C a 5 IIf 0 t 397 1 Z. 384O/ET R F� 25' -O" Clear span L U M B E R Max. Overall Spena 1200f Ind. Doug. Fir 1200f Ind. Hemlock 2 m 540/{ 1 795#T 2 ./ 2j0# — Equal areas 4 3 -8.1 to 25' -8" 10� 3 -7.2 to 23' -0" , 3 -6.3 to 20' -0" 8 3 -5.4 to 17'-4" 2x4 Top Chord 2x4 Btm.Chord DESIGN LOADING Roof 45 psf Ceiling 10 psf Total 55 psf 33 unit stress increase Phone AC -305 566 -5471 required when length exceeds 6' -6" or add Copyright Date Feb. 1, 1965 Viking Cc Dx out from 2x6 or se required Valley Member A 4' 3 -4.5 Valley Member 8 8' 5 -4.5 Valley Member C 5 -5.4 Valley Member 0 3- .4 -4 M 5-6.3 3 -4.5 M Valley Member E 20' 2x4 on edge. Lateral brace of center vertical member . vertical member to double the thlsknaas rhan 5 -6.3 L vertical exceeds 6' -0 ". i PIGGY BACK DETAILS Equal — ' 5-6.3 spaces 3 -5.4 2 -5 or 3 -2.7 12' -4.5 top or bottom chords. VALLEY DETAILS 3 -4.5 12 This Piggy -Back Detail is taken from page #10 on top of Hip #1. Piggy -Backs are the same in structural construction as Valleys except for shape, and the bottom edge of the bottom chord is not beveled. Placement in the building 1s in the opposite direction to Valleys, (Placement is parallel to and on top of the supporting trusses). See IMPORTANT NOTE at the right. Plata and lumber date that applies to Valleys above also applies to Piggy -Becks of the same size. A thru E are typical volley trueeee as shown on sheet #10 The largest valley truss is shown to be a guide for valley truaaea larger than the 20' Valley Member "E". Valley trusses run perpendicular (in the opposite direction) to the supporting trusses underneath and should be nailed or fastened to each truss top chord they intersect with (1) 16d nail to laterally brace the top chords of these trusses when the (trusses do not have sheathing on them. 3 -4.5 Trues top chords 2' -0" o.c. Typical plate to be used in splicing either EQUAL 1 SPACES A Length as Required Valley Varies to match roof pitch TYPICAL LARGER VALLEY VALLEY & PIGGY SACK DETAILS SECTION M-M et 1 L 6' -0" MAXIMUM OPTIGNS Lumber - Minimum allowable unit st O - 560 psi Compression parallel to grain f - 750 psi Extreme fiber in bending t - 750 psi Tension parallel to grain E - 1,540,000,Modulue of Elasticity Top Chord shall be 2x4 minimum Bottom Chord and Webs shall be 2x3 minimum Webe shall be 2x3 minimum Platen - Viking Connector Pletee are 20 gauge galvanized steel and e pp]ied to both faces of each truss at each joint. Minimum of one 16d nail into each truss top chord. 1 2 OPTION 3 IGGV-. BACKS asthing Trues ff or Hip � ® Rip 2x6 to make two pieces for bottom chords. aw cut to match truss pitch. ' IMPORTANT NOTE I Pere 102 Piggy Back unite are eat directly above and parallel to ths,supporting trusses under- neath and therefore do not laterally brace the truss top chords. To be sure that the supporting trusses function as designed one of the following methods of bracing the top chord must be used. Continuous lateral bracing. OPTION #1 - Extend and attach all sheathing before applying Piggy Back unite. OPTION #2 - Extend and attach a portion of the sheathing so there is 3' -0" or less between rows of sheathing. OPTION #3 - Provide continuous lateral bracing (1X4) to the bottom edge of the truss top chord so there is 3' -0" or lees between rows of lateral bracing. Attach with (2) 8d nails to each trues. UN 0 . trl • VAL LIGHT ROOFING HEAVY ROOFING Asphalt shingles Slate, Berrel tile, Sheet Metal Cement Tile, Aluminum, etc. Terra Cotte, etc. All vertical webs spaced 2' -0" o.c. 5T -21 to 3O' -8" 5 -6.3 over 30' -B" 8' -0" Max, for 2X4 Too Chord 12' -0" Max. for 2X6 Top Chord 15d nail c2X4 lateral brace required when length of center vertical member ex- ceeds 6' -6 ". 1 -5/8" 1500f Ind. Fir or 150Cf Ind.Hemlcck 2' -0" to 6' -0" Dimension "A "(to be equal or larger Fir, or Lanst. Hemlock TRUSS SPAN ath or furring strips ouble- when - Nellera between members — Heel Detail NOTE: Copyright 1955 _ial Connectors 5T -21 to 30' -8" 5 -6.3 over 30' -8" Sheathing —� 2X4 #1 Southern Pine Dimension "B" 3'- 0 "Mex.(Lt.Rocfing) 2'- 6 "Max.(Hvy.Rocfing Gable End End Wall - - -> 2X6 #1 So. Pine, Const Dimension "3" _L�r.S1.9 n�L Max.(Hvy.Roofing) Gable End End Wall �\ Date June 1, 1955 All vertical webs spaced 2' -0" o.c. WITH ONLOOKERS Sable End Details WITH OUTLOCKERS have the same lumber and plate requirements as Gable Ends WITHOUT O'UTLOCKERS (above) except as detailed below. Sheathing WITHOUT ONLOOKERS 6 -5.4 Z -5 (typical) Lath or furring strips B dimension roust rot be lergcr then A eimersion. 1 -1/4" • NOAH E RID DETAILS 5 -5.4 to 30' -8" 5 -6.3 over 30' -8" All vertical webs spaced 2' -0" o.c. 12 Pitch to match truss nails 3 framing for each outlocker up trusses Dim. "A" is over 2' -0 ". 4 Outlocker(aingle g 2' -0" o.c.) IP 16d nails 6 framing clip for each outlocker 4 Double Trusses 1 `J 2' -1" c.c. , OV£R�.ANG WITHOUT OUTLOCKER (Typical Section) I 1 1 i `, - 3-7.2 . 1' -3 "Max. 2' -0" D.C. For Single Outlockers 4' -0" c.c. For Double Outlockers Outlocker(a) 3 -1.2 /i Gable 6 Truss i / / TRUSS SPAN / /// tam ELEVATION OF HEEL Outlocker (Single 2' -0" o.c DETAIL WIT1 DUTLOGKERS SPECIFICATION FOR 5 -8.1 3 -7.2 Gable End 2X48 16" o.c. or 24" o. Lath or furring strips LUMBER All lumber shell be minimum, #1 Southern Pine, 1500f Industrial Fir, or 1500f Industrial Hemlock. TOP CH0D shall be 2X4 minimum. BOTTOM CHORD shell be 2X3 minimum. Webs shell be 2X3 minimum. PLATES- VIKING Connector Plates are 20 gauge galvanized steel and applied to both faces of each truss at each joint. 1 1" Nominal sheathing or 5/8" plywood 1X3 or 1X4 g 2' -0" c.c. and running in the same direction es the truss bottom chords. Continuous nailer. ALTERNATE CEILING FRAMING 3 W a 0 u\ 0 . D GAB Y 0 W al Copyright 1967 VIKING CONNECTORS, INC. Date 9/1/67 Dwg.# Fila # D- Gpr- 3 -34 -55 (6 & 8 Ph AC -305 566 -5471 TRUSS SPANS (Maximum), BOARD FEET and BEARING REQUIRED for girder GIRD SPAN BD. FEET Truss span for SINGLE mbr. girder BD. FEET Truss span for DOUBLE mbr. girder BD. FEET Truss span for TRIPLE mbr. girder 14 15 16 37 40 43 17 -0 15 -8 14 -6 32 -4 29 -0 26 -8 • 74 80 86 35 -4 32 -8 30 -8 40 -0 40 -0 40 -0 111 120 129 40 -0 40 -0 40 -0 • t PIN D Gpr pitch 3 . 34 0•f 55 (6 & 17 18 19 46 49 52 13 -6 12 -8 12 -0 24 -6 22 -8 21 -2 92 98 104 28 -8 27 -0 25 -4 40 -0 40 -0 40 -0 138 147 156 40 -0 40 -0 38 -8 NONE 40 v -0 20 21 22 56 59 62 11 -4 10 -8 10 -2 19 -8 1 1 112 118 124 24 -0 22 -8 21 -6 40 -0 38 -10 36 -4 168 177 186 36 -6 34 -8 32 -10 40 -0 40 -0 40 -0 23 24 25 65 68 72 9 -8 9 -2 8 -10 1 1 1 130 136 144 20 -8 19 -8 18 -8 33 -8 31 -8 29 -8 195. 204 216 31 -4 30 -0 28 -6 40 -0 40 -0 40 -0 1 j 1435 N. E. 13th. Ave. c , . �> F t. Lauderdale, Fla., 33304 26 27 28 75 78 81 8 -4 8 -0 7 -8 1 1 1 150 156 162 18 -0 17 -0 16 -6 28 -0 26 -4 25 -0 225 234 243 27 -6 26 -4 25 -6 40 -0 39 -6 37 -0 29 30 31 85 88 92 7 -4 7 -0 6 -8 1 1 1 168 176 182 16 -0 15 -2 14 -6 23 -8 22 -6 21 -6 252 264 273 24 -8 23 -8 23 -0 35 -4 34 -0 32 -8 32 33 34 95 98 102 T NONE NONE ® 188 194 200 14 -0 13 -8 13 -4 20 -6 19 -6 18 -6 NONE • 282 291 300 22 -4 21 -6 20 -8 32 -0 31 -4 30 -8 NONE • MINIMUM OEARIN N X 1 © ; \ `NONE �\ \x r^ R li NON \E\ � � � t ! � . r. t st I Scabe Scabs Scabs CON- DITIONS. See back for details NXco I O As '''' y t s S Scab Scab ALTERNATE B.C. ICE - rak - --__ALTERNATE HEEL / NOTE: 9 -16.2 blocks _ = == 3/49 _` CONST.�Omit shear plate with 6" or 8" heel height. �-� ( — � A _....% 12 r 9 3 -12.6 2 4- 12.6's 6 2X6 -4.5 1 -1/4" Block � _ 4 -3.6 k ( 12 l p. ) 15 -5.4& 5 -:.0 0 b lo k��o 4 -9.9 �� >� - 2X8 4 [[ (heel -----t heel 3 -9.0 Splice 7 -8.1 5 -5.4 & 5 -18.0 d/4 ± 6" distance d 4 ht. -- 4- height 8" bearing bearing PINE 7 Pg. G -2 Copyright 1967 VIKING CONNECTORS, INC. Date 9/1/67 Dwg.# File # PINE D- Gpr 3 -34 -55 (6 & 8) (BACK) 2 & 3 MEMBER GIRDER ASSEMBLY REQUIREMENTS PART 2 MEMBER 3 MEMBER NAILS or --- , ' 1/2" DIA. THRU BOLT IN FASTENER r.? a d ,-1- ' Bottom Chord Bolts_-- — .1/2" dia. truss hanger bolts are acceptable aubatitute.) ° One 1/2" dia. thru bolt at each panel point. 6d @ 16" o.c. One at each pane point ° 16d nails at 16"o.c, or 40d nails at 24 "o.c, 6d @ 16" o.c. Use(:)(:) or© ` BOTTOMV: CHORDS SPAN of supported truss to 1/2" DIA. THRU BOLTS a 12d O 'AILS 16d OILS 1/2 DIA. THRU BOLTS b= bolt n =16d nail - 1 bolt 1 bolt 1 bolt Total in BOTH faces Total in BOTH faces Quantity every 2' -0" c/c Quan." every 2' -0" c / c 16" 14" 12" Quan. every 2' -0" 1.5 1.7 2.0 b= bolt n =16d nail D � 1 bolt 1 bolt 1 bolt 15' -0" 14" 12" 11" 1.7 2.0 2.2 1 bolt 1 bolt 2b or lb +ln 19' -2" 23' -4" 27' -6" 9" 7" 5" 2.7 3.4 4.8 10" 8" 6" 2.4 3.0 4.0 1 bolt 1 bolt 1 bolt 2b or lb +3n 2 bolts 2 bolts 31' -8" 35' -10" 40' -D" 4" 3.5" 2.5" 6.0 7.0 10.0 5" 4" 3" 4.8 6.0 8.0 1 bolt 2b or lb +ln 2b or lb +3n DESIGN STANDARDS: This draw ng has been prepared to meet applicable provisions of the 962 edition of he 'National Design Speclficetio s for Stress -Grsde umo_r end Its Fastenings" b National Lumber Manufacturers Association; and "Design Sp tlflcetiors for Light Metel Plate Connected Wood Trusses' by Truss Plate :rstitute. VIeING CON ECTDR PLATES are 20 gauge galvanized steel and applied to eth faces of each truss et each joint. FABRICATION: Lumber Bust be accurately cut and Fitted to ether so that all members et each point are in snug contact along the joints. When unit consist• o more t en one truer, a:;r,cete each truss separet ly. PLATE centerlines shell coincide with point centerlln a or shell be located by circles '0" unless othe wise dimensioned. OVERALL SPANS are based un n minel 4" bearing widths and may be increased by as much as 4" at each wider bearing when using nominal B" b ertng widths, per- mitting a maximum overall sp n increase of B. BEARING: See sketches directly below tr es span columns. GIRDER ASSEMBLY REQUIREMENTS er charted directly abeve these General Notes. AURAL BRACING: This girder frig been designed assuming the tap chord to leterelly braced et in ervu1e not a seeding 3 -0" o.c. VIMINS CONNECTORS, INC., bee a na responsibility for the erection of girders In eccorde Le with this design. Persons using such girder. are cautioned to seek professional advice In egerd to safety precautions during erection, proper handli g, temporary bracing and permanent bracing which mey be required in specific eppliceti ore. LUMBER shall be el Southern Pine, DESIGN LOADING: AXIAL FORCES shown in lower right hand ALLC'UABLE STRESS INCREASE: t D Iced an roof 45 pef corner are belled on roof trueeee supported 3 -1/3% al :Quad for short All web members 2X6 unless other- load on ceiling 10 pef on one Bide of girder plus ■ 1 foot strip time loading, wise specified. Lumber of the same species with Total load 5S pef of roof load on the other side of girder equal or greeter stress value moy be ■ubetltuted. for .sximum load conditions. SCAB ATTACHMENT DETAILS 15% Live load reduction for area./ [1] � % i " NOTE: � X11 tributary For TRIPLE member girder use (9)16d nails each scab. For SINGLE or DOUBLE scabs on single or double members use AXIAL FORCES AT MAXIMUM LOAD (9) 12d nails each scab. / 9 nails -/ . • • • • • •• 12" for 4/12 14" for 3/12 16" for 2.5/12 25 !--- 5,600#T , 15,500#c 2X6 scab— 1, 1__ 0#T NOTE: ALL scabs to be shop applied. 10,10.• 15,050#T R =538S# Pg. G -2 Back "cw • I t,) u . • - y.YSu��r�w a v+n. a.ra.�r. —rte 6 T QUO/: U__ r_3 43: =. EQr) P44c_'i zzi 1' li3 .. ., _ 2 ( e'-. - 4 SrUr)r.)* I4113L[ T -' • r L. IL— PVC, 4( '0" e~ fl r &cf.:o 1 ti NOTE: During, cra {,ticxl uy3 t t p()L Iy ti 4 33 tr o` P.Crt ;,$ 6'+..t cfl cGttiicx. it_f &ttvwrt C# vii 3 12 toot oil Crnt r', ,P Ali • " 0 .11 I.) —s, • . _. r. &LI ij I c-t5-c.—o ril "6 • BY, DATE j t '7■••■••• POLLUTION CONTFIC METROPOLITAN DADE COUNTY SEWAGE DISPOSAL FACILITIES ONLY APPROVED • `t C3 10 P L 1- l 1`! to../AS 14 F4 4 r F l "`N W e? Vj A 5 0 t# 17i ge 0 r w w E_. 1 1 s./ Ali r-1,.► 0 "4 0 t t - P r, Ur" tJ 1_ 1 1:►Et -O /1111 -14W 0(11 I. 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