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60 NE 99 St (12)SANFORD TRUSS a 0 DESIGN LORDING ROOF 45 PSF CEILING 10 PSF TOTAL 55 PSF 33.3 Y. UNIT STRESS INCREASE SANFORD 600 -C PLATES si . p,• twi .c[1n . r V r .W .MrO ..cw OC ,pK fN ruuVeq t .rn , .T9 , . rr, p. °,ur° 0.40. DESIGN FOR TRUSS 35'- 1" OVERALL SPAN SPACED 2'- 0" ON CENTER RECOMMENDED CAMBER: 1/8" PER 8'- 0" OF TRUSS SPAN NOTE: DO NOT COMBINE TYPE A & TYPE B SPLICES IN SAME TRUSS. IF NECESSARY, TWO TYPE A SPLICES MAY BE USED. 5 SYMMETRICAL ABOUT C� EXCEPT AS NOTED DESIGN CRITERIA: 1970 TPI Span Plate 35'- 1" 18 -3.5 x 5 32'- 8" 3.5 x 5 28'- 8" 3.5 x 4 26' -8" 3x4 SPLICE TYPE B 3" 2.5 x 5 TOP CNORD SPLICER (ONLY ONE ALLOWED IN (RCN CNOROI 3.5 x 4 1/8" 1 -5/8' LUMBER 2X4 TOP 2X4 BTM CHORD CHORD 35' -1 ' 35' -1 ° 35' -1 ' 35' -1 ° 34' -10' 35' -1 31' -7 30' -8 27' -7 ' 25' -1 ° 22' -0 35' -1 ° 33' -6 32' -4 ° 29' -S ' 28' -5 ' 25' -l0' 23' -4 34' -2 33' -3 29' -it" 26' -0 ° 21' -9 ° 35' -1 ° 35' -! 35' -1 32' -0 ' 31' -9 ° 28' -2 ' 25' -! 5x4 Span 358_ 1 .. 30'.- 8" 24'- 8" SPLICE TYPE A LUMBER SPECIES FB (PS1) ON.SEL.STR.K.O. SO. PINE 2650 SEL. STR. K.O. S0. PINE 2250 NO.1 DENSE K.). S0. PINE 2250 NO 1 K.D. SOUTHERN PINE 1900 N0.2 OENSE K.O. S0. PINE NO 2 K.D. M.G. S0. PINE NO 2 K.D. SOUTHERN PINE N0.3 DENSE. K.O. S0. PINE 1050 ON.SEL.STR. DRY S0. PINE 2450 SEL. STR. DRY S0. PINE 2100 N0.) DENSE ORY. SO. PINE N0. 1 DRY SOUTHERN PINE N0.2 OENSE ORY 50. PINE NO. 2 ORY M.G. S0. PINE N0. 2 DRY SOUTHERN PINE NOTE. NE0 02116ERS TO OE 2X4 00. 3 OCUGLRS FIR. OR SOUTNERN PIKE. OR 2X3 110.2.D000LA8 FIR. OR IIOUTNERN PINE EXCEPT 03 NOTED. NOTE. FIFTEEN PERCENT 1NCRER3E THEN ON PR FOR REPETITIVE IKN6ER USE. Plate 18 -5 x 6 5x5 5x4 6 -1 = -5756. C -2 = -4855. R -1 = 5564. 0-3 r 9723. ALLOW. UNIT STRESSES 1850 1550 1350 2050 1750 1700 1450 1250 FT (PSI) 1550 1350 1300 1100 1050 925 750 600 1450 1250 1200 1000 1000 850 725 777. 34'- 5' CLEAR SPAN 1 -2 -971. 2 -9 = 1955. FC (PSI) 2150 1850 1700 1450 1350 1150 v 975 825 1850 1600 1450 1250 1150 1000 850 230. 777. 1 -1/2" LUMBER - 0 32 2X4 TOP CHORD 35' -1 ' 32' -9 32' -1 29'• 0 28' -2 ' 25' -4 ' 23'-0-' 20' -2 33' -9 ' 30' -10' 29' -9 ' 27'-0 26' -1 23' -8 ' 2l' -5 ' R = 1900. 12 Sean Plate j 3.00 35'- 1" 2.5 x11 31'- 8" 2.5 x 10 28'- 8" 2.5 x 9 25'- 8" 2.5 x 8 22'- 8" 2.5X 19'- 8" 2.5 x 6 Equal Areas 2X4 BTM r m CHORD z - 35' -1 . 0 35' -1 35' -1 :2 31' -2 z -.I 30' -3 ' w 27'-2 ' 23' -7 ' `° 19' -9 ' ° 35' -1 ' u i 34' -0 33' -1 29' -2 29' -0 . 22' -9 22' -9 - 504. PAGE 12 -33 C) SANFORD 600-C PLATES are 20 gouge galvanized steel unless 18 gorge is specified, and shall be applied to both laces of truss of each joint. Plans shell be located symmetrical about joints, un- less placements are indicond - by circles (o) or as dimensioned. CUTTING AND FAMICATION shall be occonplished wing equipment which will produce snug- fining joins and plats. OVER- ALL SPANS are bated on nominal 4" boning widths and nosy be increased by as much as Wit( "bearing. DESIGN STANDARDS Eonform with the applicable provisions of the "Na- tional Design Specifications" and "Light mewl Connected Woad Trusses" (Truss Plate Institute). FIELD BRACING is not the responsibility of the designer, plate monufocturer nag truss Irbricotor. trusses we cautioned to seek professional advice in regard to the erection brac- ing, which.is *nays roguing/ to prevent toppling and "darninoing" during erection, and permanent bracing which may be required in specific applications. Trusses shall be erected in a plumb card straight position. MINIMUM LUMBER GRADES ate specified. Lanier of the lone o greater stress volues may be substituted. CAMBER specified is for normal conditions of service and fabri- cation; it may be increased or re ud ;date, the architect ord; w fabricator's option. Trusses could be handled with core during fabrication, shipping and erection, to prevent damage. Web Members: 2 x 4 or 2 x 3 1500 f Industrial Douglas Fir or No. 1 Southern Fine Sanford Tension Web (TW) Trusses Spaced 2'- 0" O . C. Note: Do not combine Type A & Type B Splices in the same truss. Note: Do not combine Type B & Type C Splices in the same truss . 5 mmetrical about except as shown 5 x.5 2.5x5 18-3.5x6 SPLICE TYPE B 5x5• 18-3.5x 6 SPLICE TYPE B Camber 1/2 Design Loading Roof 45 psf Ceiling 10 psf Total 55 psf 33 -1/3% unit strtss increase . Truss 5 x.5 5x5 LUMBER: Max. Overall Spans 1 I Southern Pine 0 18 SPLICE TYPE A (Only one allowed) 5x5 SPICE TYPE C (On y one allowed) 01 b Two 2 x 4 Top Chord 28 0 " 695 a 38751C 695 3875 g ,• f■ 5$40y 3751 C 3875 5425 £ r at 3875 T 2.5 x 5 x S•• ces 13'- 0" Setback 2 x 4 Btm. LUMBER: Max. Chord Overall Spans 28'- 0" 12 0 4,5 4 5 2.5or3 3 Top Btm. Chord Chord 350 b 695 39 401 lireriallig■ 3751 • e 54251T 27'- 4" Clear Sean 2" (typ •) a,e b RF c 1 FORCE DIAGRAM —d .5 or 3 2.5 x 12 FORCE DIAGRAM 2.5x 12 2 d DH-31 D RI D "Ti O 0 SANFORD 600-C PLATES are 20 gape galvanized steel unless 18 gauge is specified, and shell be applied to both faces of truss at each joint. Plates shall be located symmetrical about joints, un- less plocenwna are indicated by circles (o) or as dimensioned. CUTTING AND FABRICATION shall be accomplished using equipment which will produce snug - fining joints and pfatesCSVER- All SPANS are based on nominal 4" hewing widths and may be increoeed by as much .. 1(" . ith nno4o bearing. DESIGN STANDARDS conform with the applicable provisions of the "Na- tional Design Specifications" and "Light Meal Connected Wood Trusses" (inns Plate Institute). FIELD BRACING is not the responsibility of **designer, plate manuf «rarer not truss fabricator. or trusses are cautioned to seek professional advice in regard to the erection hoc- - ing, which is olwoys required to prevent toppling end "dooinoing" during erection, ord perm6rnt bracing which may be required in specific application. Trines shall be erected in a plumb and straight position. MINIMUM LUMBER GRADES are specified. Lumber of the some or greater stress values may be substituted. CAM ER specified is for normal conditions of service and falwi- cation; it may be increased or redu� of tut architect and/or fabicaor's spurn. Tnnses rhauld be honied with core during fabrication, shipping and erection, to prevent dmnage. LUMBER: 1500 f Industrial Douglas Fir 1500 f Industrial Western Hemlock or No. 1 Southern Pine * *. * * � 2 x ■, or as required 4' -0" 8' -0" symmetrical about except as shown. 2.5 x 4 12' -0" 3.5 x 4 " 2.5x4 u Optional Splice: 20' -0" 5x4 ( *) 1 Anchor Note: Use anchor straps at each end of valley frames. 2.5 x 4 * 2 Anchors 2x3 2x3 Typical Truss Spacing 2 t -0 " VALLEY DETAIL 2 Anchors 3 Anchors Note: For longer valley frames, space vertical members 6' -0" o.c. maximum. 3x5 Ridge Line 2' -0" Gable End Truss Use one 12d nail at each truss. Standard Trusses 2' -0" O.C. 2x4 -, 1/2 of 2 x 6 see Detail 1 x N x VAL -EY SE f F J CN I to PLAN DETAIL 1 Top chord of Truss SECTION F - F Special lumber for bottom chord of valleys u ' F 1 �� N N Ridge Line 1 L 2n -Ott Gable 2 x 6 cut to match pitch of truss. End Truss N CN N N N L Gable End Truss D -8 O v D 1 0 D 1 SANFORD 600-C PLATES are 20 gangs galvanized steel unless 18 ga,rge is specified, and shall be LUMBER: Max. • Tap Bfm. LUMBER• Max. Top Birn. applied to both faces of truss at each joint. plans shall be located symmetrical about joints, un- Overa I I Spans Chord Chord Overall Spans Chord Chord lets placements are indicated by circles (o) or o dimensioned. CUTTING AND FABRICATION shell be accomplished wing equipment which will produce snug- fining joints and pIot.s. OVER- ALL SPANS ore based on nominal 4" bearing widths and may be increased by as much as (i•' with mm�ni 'bearing. DESIGN STANDARDS conform with the applicable provisions of the "Na- tional Design Specifications" and "light Metal Connected Wood Trusses" (inns Plate Irstita.). FIELD BRACING is not the responsibility of Mu designer, plate manufacturer nor trust fabricator. ersans erecting trusses ore cautioned to seek professional advice in regard to the erection brac- ing, which is alv.oys required to prevent toppling and "dominoing" during erection, and permanent . bracing which may be required in specific applications. Trusses shall be erected in o plumb and straight position. MINIMUM LUMBER GRADES or. specified. Lumoer of the some or greater stress values may be substituted. CAMBER specified is for normal conditions of service and fabri- cation; it may be increased or reduthe architect and /or labriceror's option. Tresses should be handled with care during fabrication, shipping and erection, to prevent damage. 7'- 8" Max. 3x5 2.5x6 2x3 U2.5x6 5x4 5x5 Typical Splice 16d nails • (typical) 2 x 4 lateral brace required when length of vertical members exceeds 6' - 6 ". 1 / GABLE END SHOWING DETAILS OF VENTS AND OVERHANGS TYPICAL VENT DETAILS x 4 1 =*= Overall Truss Span Note: All vertical members 2 x 3 or 2 x 4 spaced 2' - 0" o.c. 2x3 (Typical) u S o IT arc 2 x 4 2' -0" 3x5 2 x 4 block, 2' -0" long nailed to brace with (4) 12d nails and toe nailed to top chord of adjacent truss. (by builder) op � 2 x 4 lateral brace Goble End 2' - 0" 12 r Varies (to match truss) • Bottom Chord LUMBER: 1500 f Industrial Douglas Fir 1500 f Industrial Western Hemlock or No. 1 Southern Pine 2x 3 (Typical) 5/8" Plywood or 1" Nominal Sheeting 1' -3" 2.5 x 6 truss Max. TYPICAL SECTION SHOWING OVERHANG WITHOUT OUTLOOKERS D-6 Z 0rn • o „ scan 0 0 6 Type of Roofing 2 x 4 Top , Chord 2 x 6 Top Chord Heavy 2'- 6" 3'- 6" Light 3'- 0" 4'- 0" copyright 1967 0 O d F ` '∎ A. CAROL 9 SANFORD f• . M % FT. LAUDERDALE 0 FLORIDA c4 sTF ED P - SANFORD 600-C PLATES are 20 gouge galvanized steel unless IB'gage is specified, ord shell be applied to both totes of truss at each joint. Plates shall be located symmetrical about joints, un- less placements are indicated by circles (o) or as dimensioned. CUTTING AND FABRICATION shell be occonplished using equipment which will produce snug -fining joints ord plates. OVER- ALL SPANS are based on nominal l" bearing widths and moy be increased by as much m 7 h �� bearing. DESIGN STANDARDS conform with the applicable provisions of the "No- tional Design Specifications" and "Light Metal Connected Wood Trusses" (Truss Plate Institute)• FIELD BRACING is not the responsibility of the designer, plots manufacturer nor truss fabricator. Persons erecting trusses ore cautioned to seek professional advice in regard to the erection brac- ing, which is always required to prevent toppling ond "dominaing" during erection, and permanent bracing which may be required in specific applications. Trusses aholl be erected in a plumb and straight position. MINIMUM LUMBER GRADES are specified. lumoer of the sone or greater stress values may be substituted. CAMBER specified'is for normal conditions of service and fabri- cation; it may be increased or redL7WiTt the architect and /or fabricator's option. Trusses should be handled with care during fabrication, shipping and erection, to prevent damage. 1/8" x 1" Strap Anchor bent over top chord of truss. Nail with three 16d nails. (typical) 2x4or2x6top 2x3or2x4 chord of truss 2x4 36" to 48" DETAIL OF SOFFIT OVERHANG, 2.5/12 PITCH AND OVER (2) 2 x 3 0 2 x 4 or 2 x 6 top chord of truss LUMBER: Max. Overall Spans 2 x 4 edger {Required when length of overhang exceeds values on table) bolted to tie beam with 1/2" bolts 4' -0" o.c., connect return to ledger with one Sanford Framing Anchor. (by builder) Concrete tie beam (typical) Chord Btm. LUMBER• Max. Chord Overall Spans LUMBER: 1500 f Industrial Douglas Fir 1500 f Industrial Western Hemlock or No. 1 Southern Pine 24' to 36" 1 /4" clearanc up to Chord Chord Bryn. Min. 2 x 4 Plate (typical) (by builder) 2 x 4 or 2 x 6 top • chord of truss A D -5 z O D z am n O 0 1 m 1 C z • 0 < • m s p D z O 0 r- O - • rn Z 0 GIRDER OVERALL SPAN OVERALL SPAN OF TRUSSES CARRIED BY GIRDER ■ No. of Girder. Members 1 2 3 4 141 -0n 21' -6" 47' -10t' 50' -0" 15' -0" 19' -9" 44' -3" 50' -0" 16' -0" 18' -3" 41' -1" 50' -0" 17'-0" 16' -11" 38'_4" 50' -0" 18' -0" 15' -8" 35' -11" 50' -0" — 19 ._ 0 " 14'_7' 33' -9" 50' -0" -- 20 31' -9" 49'_1" 50' -0" 29' -11" 46' -5" 50' -0" 22' -0" 11' -10" 28' -3" 44' -0" 50' -0" 23' -0" 11' -1" 26' -10" 41' -10" 50' -0" 25' -4" 39' -8" 50' -0" 25' -0" 9'-8" 24' -1" 37 -9" 50' -0" 26' -0" 9' -1" 22' -11" 36' -0" 48' -0 ". 27' -0" 8• -6" 21' -1" 34' -0" 45'_5" 28' -0" 7' -11" 20' -1" 32' -3" 43' -0" 29' -0" 19' -10" 30' -6" 40' -8" 30' -0" — 18 -10" 29' -0" 38.' -8" 31' -0" — 17' -4" 27' -8" 36' -10" 32' -0" — 16' -7" 26' -4" 35' -2" 33•_0" — 15'_9" 25'-2" 33•_7" 34' -0" — 15' -1" 24' -1" 32' -1" 35' -0" — 14' -1" 23' -1" 30' -9" 13'-5" 22' -1" 29'-6" 37' -0" — 12' -10" 21•_2" 28•_3" 38' -0" — 12'-2" 20'-4" 27' -2" 39' -0" — 11' -7" 19' -7" 26' -1" 40' -0" — 11' -1" 18' -10" 25' -1" copyright 1968 NOTES: 1) 'LUMBER: 2) BEARING: 3) CAMBER: 4) GIRDER ASSEMBLY: 5 x 14 SANFORD 400-C KAIES a. 20 owes rlvaead steel Voles, la g. . i. .pecilid, o.d .hell be applied to bash feces d Ww as each joint. Ploes .hall be located .yno.lnical oboes joint., an- ias placew.m me idices.d be circles (el or a dinensiond. CUTTING AND FABRICATION .hell b. oeeo,.pb .d wino eq.ip.anl which will perdue. .nuo -Tilling joint and ploes. OVtD- ALL SPANS ore bawd an banned a bowing widths one mow be increased by is much s h .;...I If borin DESIGN STANDARDS conform aids the applicable po.i.ien. of Na 'Na- tional Design Specifications" and °Liebe Metal Connected Wood Inmost' (Ina. Plait Institute/. FIELD BRACING is ..t the impassibility err IM deeper , plae'mnufoctura w eu.. fabricator. . eremerecong Fusses we motioned to ..eh proy.ia.l advice in regard to Oa emcees am- ino, which is d.om rewired co prorea toppling .d 'de'..' imp' during erection and pmmaam bracing shich may b...Wind in specific applications. Trams doll be erected in • plumb one Weight position. MINIMUM LUNAR GRADES a. specified. Lerma of the .are or groom c mess mitres ma be substituted. CAMDEN specified is for normal conditions of ..rice ad labri ain; it mar be inroad or nurses architect ed;a fobri rotor's am Inv.s should be hadld Me. cat during fit ricden snipping end armee , o prevent damp.. All lumber to be No. 1 Southern Pine 2 x 6 Minimum Bearing Required Camber bottom chord of girders to match adjacent trusses Two member girders: Bottom chord- connect members together with (2) 1/2" bolts, 2' -0" o.c. Webs & top chord- connect members together with 16d nails, 18" o.c. Three or Four member girders: Bottom chord- connect members together with (2) 1/2" bolts, 2' -0" o.c. Webs 8 top chord- connect members together with 1/2" bolts, 4' -0" o.c. Symmetrical about except as shown 7x8 12 2.5 I 18-7 x 12 W6 x8 0.22 Clear Span 5x 10 Clear Span Overall S 2.5 x 4 2 x 8 Design Loading Roof 45 psf Ceiling 10 psf Total 55 psf 33-1/3% allowable unit stress increase for short time loading. NEW LUMBER SIZE (1 -1/2 ") 1 - 1/2" 0.28 Clear Span 18-5 x 16W2.5x14 1/2" 3.5 x 14 2 x 4 Min. Heel Height Desionid by: V. Ibunslart r Drawn by: V: burnstark Checked by: J. Krtreoc 1 DESIGN FOri HIP 6 1 24'- 0" OVEALL SETLACK• 11'- 0" SPACE.) 2'- 0" o .c. LUMBE:t A -No. 1 Southern Pine only 8-No. 1 Southern Pine or Construction Douglas Fir C-No. 1 Soutilern Pi e or 7500 f Inciustrial Douglas Fir Note: All web members ta be 2 x 4 C All plates to be 20 gc3. 600-CL unles s otherwise 2 shown. Symmetrical about C, ft I Flat 19 -6 12 2.5 x 6 I-1 1 - 11 ......- - 2- x 6`: B 18-7 x 10 ... 3x4 — 't 4. 1/2" W 5 x 6 , .,. , 4'-O" Ovcroll Comber bottom chord 3/8" • 12 •••■•• M.M.11■MIOW .1.1••••■■•■•••■•■••••■••••••*. •••••••■•/••■••••■■••*••••••••••••••■■••■••••• FORCE 6IAGkNNA • Scole: 4020! . L-L=z21„ "1 • • • r . • .: , DETAIL FOR 2 x 6 HEEL 2. 5 f 18-5 16 W 2.5 x 12 • 18-5 x 16 W-2.5x•12 • x 8 • 1 • Note: For 1-1/2 lumber, all chords must be No. 1 K. D. Southern Pine, also the bottom chord must be 2 x 8. SAN( 1" CONN:C. TOR •ICiS, nyp tog% Inc.es of ttvaa ot vac!. join 0.111E. o;lhor 1!. tr4.2. to■at.4 r10.1* 1,41 vnlou r t.A. o'co.•no.n, or. ;no!,o!,1 Poiit!on ro2:1!, (NOT PE CI.WED of• IA!, N:do o! .1,1!. It rofr.o■nt c!oolpo..1 In SO 1, O. dlonotor, 1.L• IllIe! hoo..! 000;vol.nt o.• DI 0 .• I •■■•••• r•o!r coM;t:oro ...vit.. 4M 7! L. it •vo,..-.ed 7 t'....o..toct oo..tior opr,o4, 7or.C■..,.:, Th7. trou L., comi;...r•v ci‘ord tdocod InIon.o4 oo! d 2 x 4 Heel Butt— F It e, the •osp,..1.:!;!, 01 rre Fkr. 1,16 PIII1,• ,141:17,• S.O.,;(,•: 4e.1 e.l.k• In t•It,,i t; ,loveset.c4 broc "4:4•., .j.tI,; vac I:no, ^ea, t. 4 S'St: .1/0,01 :n o CN1 11,1;.. %suet .0 7,. No•..!Iad w7r3 o,!••ort:on, • s, .'• 4 4 " • J ,7, 77rol7,ns' 0,1 • •,T,;■ s• Plo!. 358G a 5110 . 1400 C e 2' 9° 3 6I5 ' 4 :12,650 -1C)11C 3151- • 2 2 ,c11_54 • Cornmor■ Truss , HIP LAYOUT • • 0. 11H-24-2.5-55 24'- 0" 1 DAD1'. COUNTY 1.• G f (1 v tt JACK DETAIL 45 Bevel Top 3x4 2.5 x 10 for 1.5/12 2.5 x 9 • for 2.0/12 2.5 x 8 for 2.5 & over Rat End Cut Botten 3x4 2.5x 10 for 1.5/12 2.5x9 for2.0 /12 2.5x8 for2.5&over 3x4 3x4 2" 9' - 0 "& 11' - 0" Corner Jack or End Jack 2.5 x 5 2x4 x7 Hip Jock for 9' - 0" and 11' - 0" Setback 12 9' - 0" & 11' - 0" Corner Jack or End Jock Alternate Heel Joint for 2 x 6 End Height 2.5 x 7 for 1.5 2.5x6 for 2.0 2.5 x 5 for 2.5 Roof Slope When total Toad is carried by bottom chord use 2 x 4 Top Chord & 2 x 6 Bottom Chord 2.5x7 for 1.5 2.5 x 6 for 2.0 2.5 x 5 for 2.5 & over Equal Areas SANFORD TRUSS CONNECTOR PLATES applied to Loth faces of eves at each joint, shall k. either Sanford Gip -Matter o- Sanford 600-0 Gip- Mato, 18 or 20 gauge as specified. Piet.. .hall be located .y.i..trlaol about truss jai.a, unless plate placements ere indicated by circles as dimension. Nation mils, (NOT REQUIRED when plot.. are mead into bah law of bas while it remains clanged In Pad doll 6. 1.5" long awls ring dunk 0.1 20 diameter 9/32" Ind; o.00J" diameter, 1.S' lap fillet head T -noi I; as o p lval.a mil with cannon head. MINIMUM LUMBER GRADES are specified. Labe. of the mese or peels area values may b. ebrtito.d. CAMIER specified 1. far normal conditions of reniu and fabkslen; it may be hammed or reduced at the archiMt and/or fabricotor'. option. lateral Bracing of Top Chards: This bus has been designed coo.iderirg the top chord braced a Interval. not ..uedIr 3' -0" Equal Areas 2x4 Equal Areas 3 x 7 for 1.5 3 x 6 for 2.0 3 x 5 for 2.5 & over Butt as required for 2 x 6 end height Note: Single cuts (45 °) are shown on the drawing. When necessary, double cuts (45 ") may be used. FIELD BRACING Is not the responsibility of the designer, plate aonofachwer nor tots fabricator. Paeans erecting truest are cautioned to seek po6.sbrol advice in regard to the erection bracing, which is always required to prevent toppling and "drmiroirp' during erection, and pravnnl !eating which nay be required in specific apylicatlon. Truss doll b• erected in a plumb ad straight position. IIANDUNG. Trams stall be handled with cas during fabrication, dipping and erection, to prevent dsnog .CUTTING AND FABRICATION doll d accamplided using equipment which will produce • ug- fitting 'Piro and plates. OVER -ALL SPANS are bond on nominal .' bearing widths and may b. increased by as net <h a 8' with nom- inal 8" boring. DESIGN STANDARDS conform with the applicable provision of the "National Design Spec- ifications" and "Light Metal Plate Connected Wood Trusses" (Truss Plate Institute). 'Corner Jacks x 1' - 0" 2x4 Hip Jack Hanger 16 ga. Galt'. Steel Note: All plates to be 20 ga. 600 -CL, unless otherwise shown. DH -5A, Revised cc O 9 /0 • �. w J /S �( l2 / 2 3 4 /2 d 7y tiB 7 G S 3 2 S0 6 h IMP NUM 9 /5 So B /6 7 '7 6 /B 1? ,S0 3G 4 3 2 / 2a 13 SO I e N .E. /B /0 og 72.3 •• S 7 13 !0 dill 0 MI �;e 1 ,:..�. W.,B.DNn PK ;9 9 T H. N Z X ti 7 /.i /6 �•kr / .. .. w s 2ou,1a.2 Px T tt , r9 /7 /B if I n 50 OW //QE (/A v - ) pole 5 T. CERTIFICATION:1 Hereby,Certify t hat the Survey of the property described hereon is true and correct, to the , best of my knowledge and 'belief, as re ntly surveyed uryde7 my direction an f there are no,encrgde ments unl� show� r� noted. -g. Surveyor No /o /.Rate of Florida • Date Sill lila 10 5 -T• 5 /3a „��• 2 h 3: /30 6 K ETC H PI OE. /1 /jo lk° I .. ol ` s - 1/ol/ el/9 j 1017,1111 o� • I ;� 1 � a ,30 1/ /2 ,? 'D/0 / 3 O // /2 /3 ∎h /laa C7. 140 .. • h /2 /J OF SURVEY 2/ 12 23 50 ity .5' 6 • D TA 9 L-_- GA 4..E /" Zo' According to the Plat Book / Page 7 0 of the Public Records of Dade County, Fla. • PREPARED BY DONALD W. McINTOSH ASSOCIATES, INC. 581 N.E. 91ST. ST. MIAMI SHORES, FLA. 33138 NE ill . E . LOCATION 26T E E457 /O' .L.oT G. a .44 /4 / S'A /c 7 e , 56 / A-/Q. /h / /gym ( Si */z6 br0 12/D4 4- /7 -7ZFB. 2,ao -6 ON /9 -9.3'7 CS 7 2 06, E „ 9 . joP/2 /3 Al 26 a, - o... l 2 ig 2n .. .. /5 „5 4). • 9 /3 /2 /I cr. 2 34 /4 /3(2 /1 0 cO 451 8 75 321 tam 11.411 6 ,9 • /4/50 1/4, 1/7 • 1,7 1201Z1 1 11041111 mem F/51/61/7 • NE.-1 /6 /7 54 o 1G 1 5/' 2 Pip / /3 /2 4 7.7 Keo ' D. 1-1oLZ, 0 0 .00 /I /0 0 6 ' /9 7 2O 6 2/ f • • 50 51. az3s. 6a. / . s. ox./ ,z 4777 • x..lo 6 KETC • 2 4.11....1••••■•• 112111 3: /30 N1 9 7 171/8 19 4 20 52 2/ 22 50 c, 22 Z3 .. JO 11 /0 111111611 47 Zr‘z _ :4 Z/Is - e) •• N \.A./, B naso. OW 4 0 i/4/6" / A 4 y (,.A CERTIFICATION: I Hereby,Certify that the Survey of the property described hereon is true and correct, to the best of my knowledge and belief,.as . re ntly surveyed und9 my direction anflat there are no me 7, nts unl show ? ?ed. •eg• Surveyor No/0tate of Florida • - 50 T H. /S S0 9 8 T H ' el: , /2 /6 oie 5T II 9 6 11 1111111121110Ei 10 /7 191 Z / 50 5.m r /30 .3 : 4L') /30 H OF SURVEY • PIPE E. ,a 1.70 1/ /2 /4/30 1 0/0' 3 ° 1 / / 2 : / 3 1 4 /0-0 ' 1/ /2 ,P/1/70 r 0 s /"= 'ZO • N /2 /1 18 22 .73 .312 7 E . 56 o LOCATION • .E457 /ej 1 . 4...07 4 ,7/4/1.j/ • // 0 :CC's 5 6" / A•-•/ 4 4.)11-7 / /zes" re-/ D4 According to the Plat Book / 6:7 Page 7 e- 9 of the Public Records of Dade County, Fla, PREPARED BY DONALD W. McINTOSH ASSOCIATES, INC. 581 N. E. 91 ST. ST. MIAMI SHORES, FLA. 3313 8 Dote 47 -- / 7- 27f F B. '4 ON. / - 9- C S 2 eG, ro • r 11 - .1 / : /3 /1 // SJ bi , Y /3 sv 2 So 8 7 6 S 3 2 1 50 6 h griN ELMO =WI Y4 ro /3 /2 /7 1/ /B /0 9 lG B /9 20 2/ 7 6 � • W � ° PK;s✓ 9 T H. GO . W. orq r1 / 2 1 OOT 9 /0 Igoe org O� B/' / 4 /3 12 Sop4ra: PX ©r e /O T N, /8 5Y. Z 3 . /,3o /r' /6 •• SIP 1 111 1 5 1 II/ 11 i 1 n j (ee9 O4 v) D. 190LE, t • S' c. " .n C.t'J /ui1 O /O.' /7 /8 SO OC• G/IIQE_ / ncn,c/ /X/e L L L )! ( / ) ) CERTIFICATION: I Hereby,Certify t hat the Survey of the property described hereon is true and correct, to the . best of my knowledge and belief, as re ntly surveyed u my direction an . t t there ore no encro c ments unl , show' noted. ? " Surveyor No // yISIale of Florida 5 T. l io 5 -T• 5. "T'. C� ,61 S . 60.'' ,e S. O,ti ,L oT ,!O i S'/fy2 66.). 2 H 3 /10 /30 /�, tel SKETCH OF o.00. E- toh.E � • �/..7 t ,. ._ l/�t„ t,.ii._ii_. i__i,�� � „i,.i /01/911 /IIZ� i L ff l JJss l o Ls, N� E .t d �,do so /1 /2 ∎� /1130 /0”" 0 1/ /2 . /5 ,q /i /70 SURVEY • Dote_..% • 77 F B. <,• , . 5 ,550 E3=-4 L / ri_ ZQ ' 22113 / 2 /1 /8 /0 /9 918• 201 7 22 N . E . LOCAT 10 N EAST /o'. ,LOT • 44 /A A-7/ • ...`— �`/'/ O /e., 4 . S CO. / 4 /t-1. /Y/ /4)/ 1- S /7o2ES ,eoe /D4 • Accordin to the Plat Book / Page 7C of the Public Records of Dade County, Fla. PREPARED BY DONALD W. McINTOSH ASSOCIATES, INC. 581 N.E. 91ST. ST. MIAMI SHORES, FLA. 33138 • - ..3 • • ..._.._.._. 4 I g p 3 1 - N1 (C' ,S/7) ;// /2 O /y 202/72 ` /3 /8 ■1 apillkil / : /3 /1 // SJ bi , Y /3 sv 2 So 8 7 6 S 3 2 1 50 6 h griN ELMO =WI Y4 ro /3 /2 /7 1/ /B /0 9 lG B /9 20 2/ 7 6 � • W � ° PK;s✓ 9 T H. GO . W. orq r1 / 2 1 OOT 9 /0 Igoe org O� B/' / 4 /3 12 Sop4ra: PX ©r e /O T N, /8 5Y. Z 3 . /,3o /r' /6 •• SIP 1 111 1 5 1 II/ 11 i 1 n j (ee9 O4 v) D. 190LE, t • S' c. " .n C.t'J /ui1 O /O.' /7 /8 SO OC• G/IIQE_ / ncn,c/ /X/e L L L )! ( / ) ) CERTIFICATION: I Hereby,Certify t hat the Survey of the property described hereon is true and correct, to the . best of my knowledge and belief, as re ntly surveyed u my direction an . t t there ore no encro c ments unl , show' noted. ? " Surveyor No // yISIale of Florida 5 T. l io 5 -T• 5. "T'. C� ,61 S . 60.'' ,e S. O,ti ,L oT ,!O i S'/fy2 66.). 2 H 3 /10 /30 /�, tel SKETCH OF o.00. E- toh.E � • �/..7 t ,. ._ l/�t„ t,.ii._ii_. i__i,�� � „i,.i /01/911 /IIZ� i L ff l JJss l o Ls, N� E .t d �,do so /1 /2 ∎� /1130 /0”" 0 1/ /2 . /5 ,q /i /70 SURVEY • Dote_..% • 77 F B. <,• , . 5 ,550 E3=-4 L / ri_ ZQ ' 22113 / 2 /1 /8 /0 /9 918• 201 7 22 N . E . LOCAT 10 N EAST /o'. ,LOT • 44 /A A-7/ • ...`— �`/'/ O /e., 4 . S CO. / 4 /t-1. /Y/ /4)/ 1- S /7o2ES ,eoe /D4 • Accordin to the Plat Book / Page 7C of the Public Records of Dade County, Fla. PREPARED BY DONALD W. McINTOSH ASSOCIATES, INC. 581 N.E. 91ST. ST. MIAMI SHORES, FLA. 33138 • - ..3 • • ..._.._.._. 4