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46 NE 92 St (8)CAUTION:,; %A:COTION identifies.;�afe.operating practices or indicates unsafe conditions that could result in persoriallnlury or damage'fostructures.: HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES © 11 is the responsibilitvof the installer fbiiilder buildinv contractor. licensed contractor erectororerection contractor) to properly receive. unload. store. handle. install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other strudural material. TPI does not intend these recommendations to be interpreted as superior to the project Architects or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: -Th buil building contractor li , - contractor ;e recto rorerecttoncontractor's a vtsed to Obtain � i . w.- eadthe e4,bookl o e and Recommendations °fonHandlfng,•7nsta lin ` Plate Corin cted Wood Trusses;1 • 91 ":froii th e Trussplate.lnstitute. -- - 1 TRI1SS STORAGE Frame 1 'LAGER ' tDANGER4, � � %g W s a tbh e .., iij; �i:�Y CR�'Y�- r�, +:ate', tf reof ollowm onsorbeed, `� '"i +4f• ;: a -n, ' :ai'.10,.<j +. Alsii t.r.-e t:.. ...9M n jury o r d at h ........r: a mage .f pstruct u e s - WARMING: A= WARNING f.1.00b`s :'a cori- Where failure tofollow inst could re: :severe personal, injury:oraamage to structi TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 truss industry, but must, due to the nature of responsibilities invc presented as a guide for the use of a qualified building designer or install the Truss Plate Institute, Inc. expressly disclaims any responsibility for arising from the use, application or reliance on the recommendati information contained herein by building designers, installers, and others. C © by Truss Plate Institute, Inc. All rights reserved. This document or thereof must not be reproduced in any form without written permissic publisher. Printed in the United States of America. CAUTION: All temporary bracing should ben( than 2z4 grade marked lumber. All connec - :shouldbe made with minimum of 2-16d nail f,, ssesassumed 2' on -center All mul 'tru should be connected togetherin a dancewith design drawings priorto tn's E z Do to .. es • e • raced :Do o • a aced n. -.,P r l ei. onzon. ► s • AUT10N;. Trussesstoied veitically; 1 :prevenktoppling =orA p tng re 'a ngc • • • "- 0 1 � P 91 ? til tiun� psiti . D ..0/50 . D(fl) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' L(in) Oii&. t 200" 1" 16.7' 250". 1 20.8' 300" 1 25.0' L(in) r; •1/200,..: L(ft):. 50" 1/4" 4.2' 100" 1/2" . 8.3' 150" 3/4" 12.5' •. ' ,'!;:',:!!'' SPAN .YI::: ' -... :.. . . 'MINIMUM PITCH • '' -:':!:' ' . TOP CHORD ' " LATERAL BRACE SPACING(L8 -;•:_.,':!:,::'';::_: " • TOP CHORD DIAGONAL BRACE SPACING (DBs) [# trusses) SP/DF 17 SPF/HF 12 Up to 24' 3/12 8' Over 24' - 42' 3/12 7' 10 6 Over 42' - 54' 3/12 6' 6 4 Over 54' See a registered professional engineer OF - Douglas Fir-Larch HF - Hem-Fir I Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed the underside of the top chore • are attached to the topside ot the top chord. • • ,• • . • ; 7 ' PLUMB Diagonal brace also required on end verticals. Truss Depth 0(in) SP - Southern Pine SPF - Spruce-Pine-Fir ±34“ Maximur11 .. Plumb: • Line ' '• • • , • * to follow nesexecommend.tio ts, on .esui • - evere • erso o russes-o 4, oil.. . • :.-7 • , • • • ,■73:410;1:"*V.W.-....? Ara7:#11i*Ailft • i!**.r-O•<, Lesser of D/50 or 2" .. "' - oti-6F4)Lumii INSTALLATION TOLERANCES. .•- NI of ut4russes INSTALLATION TOLERANCES T T Frame 6 12 < or N greater / Length L(in) Continuous Top Chord Lateral Brace Required I 7* 10* or Geeater ! Attachment Required All lateral b lapped at k trusses. BOW `;',■:•;.• • ................... ....... • • .................. ............ • ......... L(in) • ... : .... •" ..... ' 1 Lesser of 1/200 or 2" L(In) Lesser of L/200 or 2" . . . . . • • iksratiATtaN.TOLERANCES • v;0-11.r Tag Line 1 1 Approximately Approximately Y. truss length • r/z truss length Truss spans less than 30'. Spreader Bar NORIE.. iii! Spreader Bar Toe In Less than or equal to 60' Less than or equal to 60' or less Tag Line Tag Line AU„S ON ji • • j g own'In tits uth a sheaf -i equated r the .'! � t'� u on ura to s F Consu t isle ed' ass ona __ • '+ f _ °•, y'' es,�gn s rac no n cot • ow.. 1 • • eC /frr� n e . t� i., _ n.� - .aCin _ rtfii _ a.. 4 it ' e 3" "7•X` =std s = `s � } u _ • *make � pacin .3;• 0 _h�� c rn ERIOA MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. a �� .CpI:1 Y•. 1t XTER GBD Top Chord WARNING. .- �Do no I,ft�s rg(e.truss , 7es �rvf - ', . -. yr" •�i great€ han'30 by:the e Tag Line At or above mid- height Tag Line (GRO Strongback/ SpreaderBar r \ \ 1 Approxima ely 3', to'/, truss length o \l'\ \ \I/ // Greater than 60' 10' Strongback/ SpreaderBar ACIN l Approximatel Y3 to 35 truss length Greater than 60' Strut (ST) Typical vertical attachment /f 10' Pan f l' Blocking Grounc Vertica Typical horizontal tie member with multiple stakes (H1) • SPAN Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM LATERALgRAcE DEPTH SPACING(LB 30" 8' 42" 6' 48" S' • ' TOPCFIORD DIAGONAL * BRACE SPACiNd! (0 ..fittrUSses] • SP/OF. 16 6 4 SPF/HF 10 4 2 See a registered professional engineer OF - Douglas Fir-Larch SP - Southern Pine HF - Hem-Fir SPF - Spruce-Pine-Fir The end diagonal brace for cantilevered trusses must be placed on vertical webs In line with the support. End diagonals are stability and must be dup both ends of the truss system. . • . - ...,- , 4..e . c.... • • . •,.-• . .,• . • - • , ... s. • .:, ',.., ..- Top chords that are laterally braced can buckle' i --: togetherand celiac Collapse figure Ian* diago; nal bracingpiegorial bracing should be nailid ,_ to theundeiskae of 'the top chord vihen pu are attached to the topside of the top chord. 2X4/2k6: PARALLEL • :CHORD T-RUSSH: Top chord that •re laterally breed can buckle togetherandcausecollapse if there isnodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when puffins are .ttached to the topside of the top chord. • er - • ama e *-- riurer'o,_follirfiTicrerf !"-; 3 0 . (0 8 s) - 1 11 1 - Adoi .■... . ._ ,_ :41 !,r... • • 20 ?De Continuous Top Chord Lateral Brace --- Required "- 10 or Greater! Attachment Required I 30' g ree Contiquews Top Qhord Lateral Brace rr Required — 1 — 10' or Greater \ Attachment / Required t .>< Trus0 enlist hay( • ber, oriented in the • :ZOI1t4IdIreCt0fl V this brace spacini SPAN MINIMUM PITCH • .. ... '. - : TOP CHORD .. BRA . LATERAL URACE. SPACING(LB)' ' , *OP bkOiric , DIAGONAL 1 ., SPACING (0 ....::.:Iktr ss ' e SPitir 20 '6 Up to 32' 4/12 8' Over 32' - 48' 4/12 6' 10 Over 48' - 60' 4/12 5' • 6 Over 60' See a registered professional engineer „ Top chords that are laterally braced can buckle together a nd cause collapse if there la no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when puffins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required Up to 28' Over 28' - 42' Over 42' - 60' Over 60' minum PITCH DIFFERENCE 2.5 3.0 3.0 7' 6' 5 ' TOP CHciRD .!.00titAb SPACINGqD (# trussc SP/DF 17 9 ISPFIHFa 12 6 3 See a registered professional engineer • La DF-X1ouglas Fir- - Southern 'P,Irte:r....*:.g:. HF - Hem Fir " SPF - SpruCet:pt*Fli".:4j' • z 12 All later [braces lapped at..10St 2 • teussis. 4 or greater DF - Douglas Fir-Larch HF - Hem-Fir All lateral braces lapped at least 2 trusses. 4 Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required SP - Southern Pin • SPF - Spruce-Pine Top chords that are laterally braced can b, together and cause collapse if there is no d nal bracing. Diagonal bracing should be n to the underside of the top chord when ix are attached to the topside of the top chc 8:CISSORSTRIJ: 14ti'dt :4:r.rttit..4•1',. att.: Bottom chord diagonal, bracing repeate at each end:of-the building and at same spacing astopchord / diagonal bracing. BMEMBER: – — 4 or greater Frame 4 SPAN Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 BOTTOM'CHORD LATERAL tiFiACE SPACING(I) 15' 15' 15' Borrow DIAGON SPACIN [# tr SP /DF 20 10 6 See a registered professional engine DF - Douglas Fir -Larch HF - Hem -Fir e. SP - Southern SPF - Spruce -I All lateral b lapped at le trusses. 10 RD: ross;:bracing'rept at each end of the building and at 20' intervals. GRADE OF LUMBER 10 PSF SOFFIT 2 PSF SOFFIT 2X4 2X6 2X4 . . • 2X6 , No.2ND 19 SP 2 -8 -3 • 3 -10 -11 2- 8 . 1-2-9 • No.2 19 SP 2 -9 -15 1-0-11 2 -10-0 1-4-11 No.2D 19 SP 3-0 -2, . , 4 -4 -7 . 3 -0 -0 1-8-12 ■ No.IND 19 SP 3-0 -2 - 4 -5 -6 3 1- 8 - t( ' No.1 19 SP 3 -1 -11 4 -7 -15 3 -0-0 4 - 9 - 13 No.1D 19 SP 3 -3-0 4 -9-10 3 -1 -8, 4 1Q.15. NDSS 19 SP 3 `:• 5 . 3.0-0 .4- 9 -13 SS 19 SP 3-1-0 ' 5 -1 -5 -, 3 - 8, 4 - 10 - 15 . DSS 19 SP 3 -11: . 5 3 -2 - 15 .. 4 - 11 - 15 • MAXIMUM OVERHANGS, . PREFAB® BY 14AM1 OFFICE OVERHANG WITHOUT RETURN • c i • OPTIONAL • , RETURN LEDGER BOLTED TO THE TIE. BEAM (BY BLDR) (MA"( PiE OMITTED . FOR. D.N. 2- 24°) • OVERHANG WITH RETURN (ASC,E -7193 , l LO MPK WIND c2 15 CAT C z rhr ?Orc1.1, WADI, ; . T;U¢tzno)J XEDebua2) MINIMUM GRADE OF LUMBER T.C. 2X4 No :2NO 19 SP B.C. 2X4 No :2ND 19 SP Webs 2X4 No3 19 SP LOADING L (PSF) D TOP 30 15 BOTTOM 0 10 SPACING: 24 Inch O.C. OEFL <.L124o. TPI 795 Crit. :Sf 95- STR. INCR. 1 33 DRAWN BY 1 U.A. CHECKED BY 1 JAI REP. STRESS: YES 0 M1Tek Industries Inc, REV. 4 (34% JAI (fog `'13ec) REV 10/23/96 JAl (*5Ge /9 3,1 3X4 2X6 STO. I-GEL HT. KCK-- 1 TOP CHORD CONNECTION: 7'0' JACKS - 1,10 -D NAILS 5'0' JACKS - 1,8-0 NAILS 2 3'0' 8 1'0' JACKS - 2,8 -0 NAILS --� 12 MIN. P -2.5( MAX. P - 6.5 I1 1 3'6' MAX 3X4 . OVERHANG VARIES , BOTTOM CHORD CONNECTION: . 2,8 -D NAILS MINIMUM GRADE OF LUMBER T.C. 2X4 No.2P 19 SP B.C. 2X4 No.2 (719 SP Webs 2X4 No3 19 SP LOADING L (PSF) TOP 30 15 BOTTOM 0 10 SPACING : 24' O.C. COMMON JACKS REACTION - SIZE 1--O9B 35 2-383 1.5 3 - -397 IS 7'0" CORNER 16.97 P � ' 41X4 4 -11 -6 NOTE, THIS DESIGN HAS BEEN 0LCKE0 FOR 110 MPH W1O LOAD. WALL HT 15 FT MAX PROVIDE FOR U'I.IFT AT BEARING WALL CO+aECTIOvS. 44'L LBS AT COrr+ON JACKS TPI -93 CrIt: SfBC-9 STR. INCR. + 33 X DRAWN '6Y + TAN CHECKED BY + JAI REP. STRESS: NO 2 1 3 9 -10 -12 CORNER JACK 4 -11 -6 0 O 111Tek Industries Inc. SET CORNER JACK —� COMMON JACK (TYP) —\ 15 ITTP) 2X3 3X1 3 j 7'0' JACKS U PARTIAL ROOF LAYOUT 951(h1 exeljE.z)ecx.. . PREPARED BT MlLrd CFf7CE. -DOUBLE BEVEL CUT AT THE END .OF TOP AND BOTTOM CHORDS. 2= 8l9(bc U SOl (bs 4 SUPPORTI TRUSSES VALLEY TR STANDARD ROOF VALLEY DETAIL PREPARE) 8Y MIAL ussEs VA PARTIAL ROOF LAYOUT Supporting Truss 12 pitch 4 to 7 MINIMUM GRADE OF LUMBER TPI -95 Crit. T.C. 2x4 No. 2ND 19 SP ISFBC95 B.C. 2X4 No. 2ND 19 SP Revised: Webs 2X4 No. 3 19 SP 7/7/99- LOADING L (PSG STR. INCR.: 33% TOP 30 1 DRAWN BY: P.G. BOTTOM 0 10 CHECKED BY: J.A.I. 2x3 (typ) Strop © 48" o.c. see note (c) below 3 AREA Volley trusses at 2' -0" o.c. max. 6" wedge nailed to truss w /2 -8d toe nails or bevel cut bottom chord of valley truss. 0 0 0 O MiTek Industries Inc. See note 5x6 spl. (typ) 4x4 3x6 spl. (t)F Supporting trusses at 2' -0" o.c. max NOTES: (a) Provide continuous bracing on verticals over 6' -3 ". Connect bracing to verticals w /2 -8d nails and bracing must be tied to a fixed point at each end, (b) Max. spacing for vertical studs= B' —O" On trusses with spans over 24' -0" the vertical should be spaced at 6' -0" o.c. (c) Conn. for wind uplift w/ min. 1 1/4 ", 16 ga. twist strap at 4' -0" intervals w /4, 10d nails each side of strap. Max 120 mph wind speed, 20' -0" mox wall height. (ASCE 1-93) . Note: Plywood sheathing may be extended below valley trusses. Provide opening for straps to connect to trusses below. PUS • S -VAL = == ««ACES -32 Ver. 1.1 »» [ 007536 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID : T1 Span : 21 -0 Quantity : 12 = = Bld(10/16/1997),v1.1 FORCES - GRAVITY LOADS REACTIONS - SIZE 1 -2= 694 5- 6 = -642 2- 8 = -1987 8 = -1161 8.00 2-3 = -1017 6-7= 1041 2 -7 = -96 6= -1161 8.00 3- 4 = -1017 7 -8= 1041 3 -7= 248 4-5= 694 8- 1 = -642 4 -7 =-96 4- 6 = -1987 PROVIDE FOR 630 LBS UPLIFT AT JOINT 8 (0.54) PROVIDE FOR 630 LBS UPLIFT AT JOINT 6 (0.54) PROVIDE FOR 5 LBS HORIZ. REACTION AT JOINT 8 BOTT CHORD SPLICES:6 -7 =3x6; 0 -0 -11 5 -3 -14 5 -3 -14 LOADING (PSF) L D TOP 30 15 BOTT 0 10 10 -6 5 -2 -2 4x5 3 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:53 200: Family # : 103 Top Pitch : 4.5/12 15 -8 -2 1 21 -0 5 -2 -2 5 -3 -14 Pq 3x4 3x4 2 4 4 4x5 5 3x4 10 -6 8 -8 L. HL TO PK:11 -2 -9 LEFT HEIGHT:0 -5 -15 SPAN:21 -0 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 3x8 7 19 -2 8 -8 3x4 1 - 1 1 -10 R. HL TO PK :11 -2 -9 RISE:4 -5 -3 RIGHT HEIGHT:0 -5 -15 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 1 -2 =0.685 TOP CHORD:2X4 No.2ND 19 SP BOTT 8 -1 =0.793 BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @7 =0.04 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 11 0 - -11 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -9 DEFLECTION(IN.) L.L= 0.04,D.L= 0.03,T.L =0.07 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEE . = = =« «ACES -32 Ver. 1.1 »» [ 007537 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID Span : 21 -0 Quantity : 1 = = Bld(10/16/1997),v1.1 1 -2= 589 2- 3 = -1138 3- 4 = -1065 4- 5 = -1138 5 -6= 589 PROVIDE FOR 629 LBS UPLIFT AT JOINT 10 (0.54) PROVIDE FOR 629 LBS UPLIFT AT JOINT 7 (0.54) PROVIDE FOR 4 LBS HORIZ. REACTION AT JOINT 10 BOTT CHORD SPLICES:8 -9 =3x6; 0 -0 -11 II 4 - 4 -6 3x4 1-10 1 -10 LOADING (PSF) L D TOP 30 15 BOTT 0 10 6 -7= -543 7 -8= 976 8 -9= 1065 9 -10= 976 10- 1 = -543 9 -0 7 -2 FORCES - GRAVITY LOADS 2- 10 = -1859 5-7 = -1859 2 -9= 97 3 -9= 64 3 -8= 0 4 -8= 64 5 -8= 97 9 -0 4 -6 L. HL TO PK:9 -7 -6 LEFT HEIGHT:0 -5 -15 SPAN:21 -0 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 12 -0 3 -0 4x8 3 9 3x4 12 -0 3 -0 MAX STRESSES TOP 1 -2 =0.514 BOTT 10 -1 =0.562 LL.DEFL. @9 =0.03 < L/360 : H91 4x5 8 4 3x8 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:54 200 Family # : 314 Top Pitch : 4.5/12 16 -6 21 -0 H 0 -0 -11 4 -6 19 -2 7 -2 REACTIONS - SIZE 10 = -1161 8.00 7 = -1161 8.00 4 -6 3x4 3x4 y 5 4x5 4x5 6 R. HL TO PK :9 -7 -6 RISE:3 -10 -7 RIGHT HEIGHT:0 -5 -15 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(S +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-S DEFLECTION(IN.) L.L= 0.03,D.L= 0.03,T.L =0.06 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINES JUN 3301 3x4 = = =« «ACES -32 Ver. 1.1 »» [ 007538 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID : HG71 Span : 21 -0 Quantity : 1 = = Bld(10/16/1997),v1.1 1 -2= 461 2- 3 = -3709 3- 4 = -4006 4- 5 = -4006 5 -6 =-3709 6 -7= 461 PROVIDE FOR 1376 LBS UPLIFT AT JOINT 12 (0.57) PROVIDE FOR 1376 LBS UPLIFT AT JOINT 8 (0.57) PROVIDE FOR 3 LBS HORIZ. REACTION AT JOINT 12 BOTT CHORD SPLICES:9 -10 =3x6; 0 -0 -11 H 3 -6 I 7 -0 I 10 -6 l 14 -0 3 -6 3 -6 3 -6 3 -6 4x8 2 4x5 I 4x5 l m ./4116k 4x5 LOADING (PSF) L D TOP 30 15 BOTT 0 10 LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 FORCES LOAD CASE #1 7 -8= -423 2- 12 = -3520 8 -9= 2188 2 -11= 1395 9 -10= 3470 3 -11= 366 10-11= 3470 3-10= 689 11 -12= 2188 4- 10 = -709 12- 1 = -423 5 -10= 689 7 -0 5 -2 REPETITIVE STRESSES NOT USED 4x8 .3 11 4x5 I 10 -6 3 -6 L. HL TO PK:7 -5 -11 LEFT HEIGHT:0 -5 -15 SPAN:21 -0 MAX STRESSES TOP 3 -4 =0.854 BOTT 10 -11 =0.907 LL.DEFL. @10 =0.11 5 -9= 366 6 -9= 1395 6 -8= -3520 1.5x4 4 10 3x8 14 -0 3 -6 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:54 200 Family # : 314 Top Pitch : 4.5/12 17 -6 21 -0 N O -0 -11 3 -6 3 -6 4x8 5 9 4x5 REACTIONS - SIZE 12 = -2429 8.00 8 = -2429 8.00 19 -2 5 -2 4x8 4x5 R. HL TO PK :7 -5 -11 RISE:3 -1 -7 RIGHT HEIGHT:0 -5 -15 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 LOADING PANEL(PLF) / JOINTS(LBS) TYPE UNIFORM 1- 3= 90 3- 5= 203 5- 7= 90 7- 9= 20 9 -11= 45 11- 1= 20 CONCENTRATED 9= 787 11= 787 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 DEFLECTION(IN.) L.L= 0.11,D.L= 0.09,T.L =0.20 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEE JUN 2001 = = =« «ACES -32 Ver. 1.1 »» [ 007539 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID : J3 Span : 3 -0 Quantity : 4 _ = Bld(10/16/1997),V1.1 PROVIDE FOR 399 LBS UPLIFT AT JOINT 5 (0.89) PROVIDE FOR 72 LBS UPLIFT AT JOINT 4 (1.00) PROVIDE FOR 39 LBS UPLIFT AT JOINT 3 (1.74) PROVIDE FOR 104 LBS HORIZ. REACTION AT JOINT 5 L. HL TO PK:3 -2 -7 LEFT HEIGHT:0 -5 -15 LOADING L (PSF) D TOP 30 15 BOTT 0 10 REACTIONS - SIZE 5= -447 8.00 4 = -72 1.50 3 = -22 1.50 SPAN:3 -0 STR.INC.: LUMB = 1.33 PLATE = 1.33 0 -0 -11 II 1-10 3 -0 II`" -0 - 1 -10 1 -2 MAX STRESSES TOP 1 -2 =0.210 BOTT 5 -1 =0.174 LL.DEFL. @5 =0.02 < L/360 3x4 1-10 3 -0 1 -10 1 -2 « «MARTINEZ.TRUSS » » MoniJun# 4 12:34:54 200: Top Pitch : 4.5/12 4 RISE:1 -7 -4 RIGHT HEIGHT:1 -7 -7 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in..o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 DEFLECTION(IN.) L.L= 0.02,D.L= 0.02,T.L =0.04 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEE = == ««ACES -32 Ver. 1.1 »» [ 007540 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID Span : 5 -0 Quantity = =B(d(10/16/1997),v1.1 REACTIONS - SIZE 5 = -442 8.00 4 = -21 1.50 3 = -105 1.50 PROVIDE FOR 341 LBS UPLIFT AT JOINT 5 (0.77) PROVIDE FOR 109 LBS UPLIFT AT JOINT 3 (1.04) PROVIDE FOR 166 LBS HORIZ. REACTION AT JOINT 5 L. HL TO PK:5 -4 -1 LEFT HEIGHT:0 -5 -15 LOADING (PSF) L D TOP 30 15 BOTT 0 10 0 -0 -11 II 1-10 1 -10 SPAN:5 -0 1 -10 1 -10 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 3x4 MAX STRESSES TOP 1 -2 =0.254 BOTT 5 -1 =0.131 LL.DEFL. @5 =0.02 < L/360 : J5 4 5 -0 3 -2 5 -0 3 -2 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:54 200 Family # : 205 Top Pitch : 4.5/12 II0 - -1 1 4 RISE:2 -4 -4 RIGHT HEIGHT:2 -4 -7 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1. HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-S TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL DEFLECTION(IN.) L.L= 0.02,D.L= 0.02,T.L =0.04 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEE JUN 2001 1A-0- = = =« «ACES -32 Ver. 1.1 »» [ 007541 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID Span : 7 -0 Quantity = = Bld(10/16/1997),v1.1 PROVIDE PROVIDE PROVIDE REACTIONS 5= -527 4 = -49 3 = -200 - SIZE 8.00 1.50 1.50 FOR 351 LBS UPLIFT AT JOINT 5 (0.67) FOR 183 LBS UPLIFT AT JOINT 3 (0.92) FOR 216 LBS HORIZ. REACTION AT JOINT 5 L. HL TO PK:7 -5 -11 LEFT HEIGHT:0 -5 -15 LOADING (PSF) L D TOP 30 15 BOTT 0 10 0 -0 -11 II 1 -10 1 -10 1 -10 1 -10 SPAN:7 -0 3x4 MAX STRESSES TOP 2 -3 =0.411 BOTT 5 -1 =0.202 LL.DEFL. @5 =0.04 < L/360 J7 3 7 -0 5 -2 7 -0 5 -2 « «MARTINEZ.TRUSS» » Mon MoniJun# 4 12:34:54 200: Top Pitch : 4.5/12 II 0 -0 -1 1 4 RISE:3 -1 -4 RIGHT HEIGHT:3 - - -7 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 14 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-9 DEFLECTION(IN.) L.L= 0.04,D.L= 0.03,T.L =0.07 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEE = = =« «ACES -32 Ver. 1.1 »» [ 007542 1 Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID : CJ7 Span : 9 -10 -13 Quantity : 2 = = Bld(10/16/1997),v1.1 FORCES - LOAD CASE #1 1 -2= 677 4 -5= 511 2- 6 = -1328 2 -3= 0 5 -6= 511 2 -5= 113 3 -4= 0 6- 1 = -648 2- 4 = -550 PROVIDE FOR 893 LBS UPLIFT AT JOINT 6 (1.30) PROVIDE FOR 143 LBS UPLIFT AT JOINT 4 (0.50) PROVIDE FOR 389 LBS UPLIFT AT JOINT 3 (1.04) PROVIDE FOR 229 LBS HORIZ. REACTION AT JOINT 6 LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 LOADING (PSF) L D TOP 30 15 BOTT 0 10 L. HL TO PK:10 -2 -14 LEFT HEIGHT:0 -5 -15 REPETITIVE STRESSES NOT USED LOADING TYPE UNIFORM 2 -7 -2 5 -7 -6 5 -7 -6 3x4 5 -7 -6 2 -7 -2 3 -0 -4 SPAN:9 -10 -13 MAX STRESSES TOP 2 -3 =0.872 BOTT 6 -1 =0.342 LL.DEFL. @5 =0.01 < L/360 PANEL(PLF) / JOINTS(LBS) 1- 2= 63 2- 3= 174 4- 5= 39 REACTIONS - SIZE 6 = -687 8.00 4 = -286 1.50 3 = -373 1.50 1 1.5x4 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:54 200: Family # : 204 Top Pitch : 3.182/12 9 -10 -13 4 -3 -6 H 0-0-11 1.5x4 4 9 -10 -13 .x4 4 -3 -7 RISE:3 -1 -10 RIGHT HEIGHT:3 -1 -10 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in..o. c. NO. OF MEMBERS = 1 5- 6= 21 6- 1= 6 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-9: DEFLECTION(IN.) L.L= 0.01,D.L= 0.01,T.L =0.02 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEE JUN Z001 • = == ««ACES -32 Ver. 1.1»» [ 007543 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID Span : 4 -0 Quantity _ =BId(10/16/1997),v1. NOTES: (1 -Gable studs spaced at 24 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail - Continuous bearing provided along entire bottom chord - Provide 1X4 plates at each end of gable stud unless otherwise noted LOADING (PSF) TOP 15 L D BOTT 30 10 3x4 STR.INC.: LUMB = 1.33 PLATE = 1.33 2 V4 1 2 -0 4 -0 2 -0 2 -0 4x5 3x4 2 -0 4 -0 2 -0 2 -0 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:54 200 Family # : 101 Top Pitch : 4.5/12 R. HL TO PK :2 -1 -10 L. HL TO PK:2 -1 -10 LEFT HEIGHT:0 -0 SPAN:4 -0 RISE:0 -9 RIGHT HEIGHT:O -0 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -S DEFLECTION(IN.) L.L. 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) • PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINE JUN 2001 • = = =« «ACES -32 Ver. 1.1 »» [ 007544 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID : V8 Span : 8 -0 Quantity : 1 _ = Bld(1O/16/1997) NOTES: LOADING (PSF) L D TOP 30 15 BOTT 0 10 -Gable studs spaced at 48 inches o.c. -Brace vertical studs in accordance with standard gable end detail - Continuous bearing provided along entire bottom chord - Provide 1X4 plates at each end of gable stud unless otherwise noted 4 -0 4 -0 L. HL TO PK:4 -3 -4 LEFT HEIGHT:0 -0 SPAN:8 -0 4x5 2 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:54 200 Family # : 101 Top Pitch : 4.5/12 8 -0 4 -0 { 4 -0 { 8 -0 4 -0 4 -0 R. HL TO PK :4 -3 -4 RISE:1 -6 RIGHT HEIGHT:0 -0 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-9. DEFLECTION(IN.) L.L. 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) • PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPl-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEE • = = =« «ACES -32 Ver. 1.1»» [ 007545 ] « «MARTINEZ.TRUSS » » Customer : HARLAN.DEV.- JENKINS.RES. Mon Jun 4 12:34:54 200: Project #: 01051734 Truss ID : V12 Family # : 101 Span : 12 -0 Quantity : 1 Top Pitch : 4.5/12 _ = B(d(1O/16/1 NOTES: 1 -Gable studs spaced at 48 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 - Continuous bearing provided along entire bottom chord 4 - Provide 1X4 plates at each end of gable stud unless otherwise noted 6 -0 6 -0 4x5 2 12 -0 6 -0 6 -0 6 -0 L. HL TO PK:6 -4 -14 LEFT HEIGHT:0 -0 SPAN:12 -0 12 -0 6 -0 R. HL TO PK :6 -4 -14 RISE:2 -3 RIGHT HEIGHT:0 -0 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -9. DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEEI JUN 2001 = =« «ACES -32 Ver. 1.1 »» [ 007546 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID Span : 16 -0 Quantity : 1 _ = Bld(10/16/1997),vl.1 NOTES: (1 -Gable studs spaced at 48 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 - Continuous bearing provided along entire bottom chord 4 - Provide 1X4 plates at each end of gable stud unless otherwise noted PLATE OFFSETS (X= LEFT,Y= TOP):(j4 =3,2), LOADING (PSF) L D TOP 30 15 BOTT 0 10 8 -0 8 -0 8 -0 8 -0 L. HL TO PK:8 - - LEFT HEIGHT:0 -0 SPAN:16 -0 4x5 2 5x6 : V16 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:54 200 Family # : 101 Top Pitch : 4.5/12 16 -0 8 -0 16 -0 8 -0 R. HL TO PK :8 -6 -8 RISE:3 -0 RIGHT HEIGHT:0 -0 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT DEFLECTION(IN.) L.L. 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI/TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEE 8.166 FT,BLDG. CAT. 1,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-9 9 JUN 2001 = = =« «ACES -32 Ver. 1.1»» [ 007547 ] « «MARTINEZ.TRUSS» » Customer : HARLAN.DEV.- JENKINS.RES. Mon Jun 4 12:34:54 200 Project #: 01051734 Truss ID : V20 Family # : 101 Span : 20 -0 Quantity : 1 Top Pitch : 4.5/12 = = Bld(10/16/1997) NOTES: > 1 -Gable studs spaced at 48 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 - Continuous bearing provided along entire bottom chord (4 - Provide 1X4 plates at each end of gable stud unless otherwise noted PLATE OFFSETS (X= LEFTY= TOP):[j4 =3,2], L. HL TO PK:10 -8 -3 10 -0 10 -0 1 0 -0 10 -0 4x5 2 5x6 20 -0 1 0 - 0 20 -0 10 -0 R. HL TO PK :10 -8 -3 LEFT HEIGHT:0 -0 SPAN:20 -0 RISE:3 -9 RIGHT HEIGHT:0 -0 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-92 DEFLECTION(IN.) L.L. 0.00,D.L= 0.00,T.L =0.00 ` PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEEF JUN MIAMI SHORES VILLAGE, FLA. N? 6171 JOB ADDRESS 4!- INSPECTION 1' TIME READY - REMARKS : INSPECTOR DATE STATE OF FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION AND INSTALLATION PERMIT Applicant 715 P mit umber LATI • INSPECTION AND FINAL INSTALET PPROVAL Tank Manufacturer Proper tank legend: Yes No Tankmateria) C(no Tank level: Yes 49 PART II -Y Installer NOP ) Proper tank outlet device: Ye Length Width feet feet feet feet feet feet Total = ft Inspected by: Tanks watertight: Yes ;' No Drainfieid Trench pr/ Average depth of drainfield gravel: 13 inches Tank size Total = Manhole or marker.to grade: Yes Length Width feet feet Length ft Systems located as permitted: YesV No Systems including plumbing stub -outs installed at proper elevation: - Yes , 4No Average depth to drainpipe invert from finished grade: inches PART,II - FINAL INSTALLATION APPROVAL gallons gallons gallons 4 No Minimum depth of gravel inches Absorption Bed Length feet x 7 6 feet = ft feet feet Proper No. drainlines: Yes No feet feet Proper pipe separation: Yes / No Distribution box level: Yes NoL" Maximum depth Proper gravel size: Yes 1— No Gravel is suitable quality: Yes _" No Eackfill or fill material required: (Quality) Yes " No (Quantity) Yes' No Other findings feet x feet = ft Date Inches Dat ' 47 Approved by: j� /Z< /?<.) ($ �� NTY PUBLiC HEALTH UNIT AN APPROVED INSTALLATION DOES NOT GUARANYEE PERFORMANCE Note: Completed copies of this form will be provided to the applicant, installer and the building department. HRS —H Form 4016, Jan 86 (Replaces Feb 85 edition which may be used) (Stock Number: 5744002 - 4016 -4) Page 2 of 2 HAROLD 1V1CNEii.. ARCHITE C MIAMI FLORIDA It 211. ofcrc MEM AT XL Mit A OW iti Foa va, AND IOCI =DI WATSON 'A; 1:rZ BUILT OU LL7O' 7 & 4A4 HALF' (F 1L7 1 am( 1 AT ;Ale= L SaITION ONE FLCAMA Harold rchiteV g i 1 s :301 condition is uaixly luars shzi.11 txe a3 Iming level. No trees 'rubbery to be magrod• k.xcav4:Ite l'ootins to a d.opth of' t let 10 Or tO solid groum., rtr4ving all grass roots • FOUJAIIGH3t wLt,iou ,he..1.;. be reixXoreed cuciorete 2O0W :Aix ai uizos as inacated tyy - tr)loz. 441 section sheet tiWQ • ioctii:;4 shall be con:,ained in wood forwe itJTIU :(ALI,f:it.• All fowriation walls ,v:hol1. be stanlari atu 32“ ocnonste blocks card vrith b" 'guest leveling cap. i'rovida stock 6" x 1t pre cast cr4ent vent*. screono-.t, 16 - bronze. Around entire 2eriLeter of all foundation malls, t yroviaa a 20 ga, 1.1 temite •: au joints, l'rovide 2" x .L." plate troated with i'rOVile 2" - o , 1 str.,ctural :Two 1,11e floor joists t1 wit cL-ce.»o1. i'rarl..e 1" x 2" cross bridging at least oa in every span,. Cye xy jolsts 1 2 - 1 x woo:i sht:;,av at ri„Tnt ;.ingles to ,loists• rrovie rei.J cof.cri:te floor 31a1;5 for• lixterior walIes. al axtorior a:; bc siandiird 6" x 6" x 1(J Lloncrete lolook laid fT true Lamb with „asonry- ix 12,ortxr• ?raytie 1 x it. U blocks (U alpei concrete tie boa- blocks), with 1.. tmete ai 1. or. , a1 exterior walla wit 2 x trated i. plate 1.:,cilto over; 3 o.c. with X2 x 12" arzhor oite, A1 'ior wali4; shall reoeivc two coilLi f ortl&n,. •.:u...ent stucco - icoth iiuith. Ln all exterior w11. - irovlde tr ate! x 2" furrin'7 itripJ 10 'Dec, ict.,ricvr ZILA studs 2" x 1,4so 0.0. intr at ,fl.00r and :;::o...1);,e :late at head. i'rovide Sire aria onc,a ij het, Trues ail openin,7a mr Li in width, CEILLsiG JUZ., • ) Af.A;2 rXG t.1ir ;1oLita uh&ll be ,1 L',,,Ye of sizes as indez 76 rt0 di atructural 4tT,ade 2" x Lac. anohored to wood plate with hurricane anchors io o.c. LL.o spL to coi.4 11;.: joists, .amvida 1 z crows bracing iri collar bea 14811 o.c. ovtx witirc roof area lay ; la z d' T & Go wood sheathing• Harold 2.cNeil ixchitect ROC.. (Nor entire roof , 7,;rea tin c.rsi) t4Lc ne layer of 30 11 roofing fiat. Over TM area lao? on with asphalt one lm. of 90 lb. slate surface roofing felt — ling all joints. Provide necoasary 2 .7a. G.I. £1&thin t all valleys anci ..rinere roof intersects with wall, rrovlde 2C .=f,a. (1.I. drip strid a r ound all c.aves. (Nor entire roof area lay hite olent shingle tile roofing in a ca%ont be £ with dout.,1* atartin7, course at eaves. Roofer shall guarantee rof for a , period of one year against all leaks and defects. LATE MD zlii3/467123.. In aL. interior w.t1i ei1imz fncet;n t otherwise noted, shall have r0e14: Inn b4ues U.1 iLternal and external cornen; of and coi1in and walls Ethan hbve 2" x 2" G,I. hatqware cloth reinforcing. .inerc wainscot is caloci far 'orovi te exeanded neta lath base. (men all rock lath, apply 2 coats of ;7iy:ISIza piter — 01400th fillieth ald ceilings in two Laths, in kitchen, shall have whito putty coat finish. Under al). tile, provide cet Jlater, 2°rent entrance porch And gare all St= ,?/1 ceilini.3 expended •tt1 . .,2 , 7.10.• finishes thout , excel ; )t a othomise noted, sha:.1 have nlrar oak flooring, filled, stained, uhellaced, and =zed. Floors anl st on front entrance llorch and livingi.porch hall be red quarry tile. Base on orc3 thai1 toc : tile.2.ProWide ceramie unetaaed floors in two hathroolia and shower stall. Provide crv.ar tii hearth. Provide quarry tile risers; on noreh 7terts. aaphnit, tilt.: floor in 'kitchen. In - arl,Te area provide smooth cement finish en. elnerte LILLfiuAL4- All o..t..torf_or frale& (-J./race ,J11 1)a cypro::s or fir. All !BUMF shall be stock lieu) tyPe. Door f'.es o casing and base shall be stock magnolia or poolar. Litchen ct7. r11 i1 1.ccx1.-Aing to fletaila on sheet :11 of $.-ply fir. -In're 12" of.' n• in each clothe closet Ath 1 1/8" iia clothes ro 2. unrier, five lo" 1ho1yo s in linen closet. 1, 3113(aLit- JJ. uaet trotv shall Lo stock 7',.izraf7,cturod Andows '1111 0 r))1r'tc - .tt at, ;.1:.trr 1 ; - ,( 34.h acrt::enin,•.: !IA IL altvilnura fraixie and tth qaaliLy • putty. ii,vi concrete pre-cast win fr;les for :112 c In settin67, fdter Awe° work caulk windom again. PAIITTI11:- All interior 2.:V. Lrouelout tlreo aL or an approved brand of o!1 1.A. .11 c_xterlor Aucco “Jin an: ,,dobe brick shall revr: two oi °:ror" cca': xt. .11 LAorior walla ani ceilings emcept in two bathroc7s Atce7 :;11 moeive two coats of aain and ceilim's in bathrooms and kitchen shall receive three coats of enamel paint. AlIrdnum sash zshall rain u flL; .UK: in cach bathrocri r,nsovide a !.T 'Ulf) - 1,1,2inscat 'aitn (1) Wain Sea over tub &'iower stP.11, erovide. aLc rietoAr. tile accessories in each 'oaterocu, Provide glaze! bullnose tile wimtow throu, Provide 7lazo.1 tilt drainboarA in kitchen along with wainscot as shown in tails on sheet 41. ,;Oe flooring spe3ifintions for actitional tile work. Builder shall - )rovide all Tlaceo;iary rough hardwire for the corA.ruction or this ntd.ldilug. Allow the ems' of :,200. for the purchase of al finished hardware• unix s. This contr::ict, shall i insta13..ation of stook altmirasa Venetian b11ndi3 throurrhout. PI.V...3114:- All soil and vsnt TA:ling; &11 inter gre oast iron of sizes as indicated on the pi riser die.17 ;' water piping both hot aid cold shall be fralv. Iron of 3 ises a3 indicated, ',furnish and install a WO gel. precast concrota septic tank with 175 of . Crangeburg drain til.e amber & iry hat specify ailablt white enamel iron plmlbing fixtlzos as Selected by the owner. Harold Lanai' Arch ILECMIC:— All electric shall be accorcang to code wi , shsli be run in rigid Ming with no &ialler than 4 , 12 conductor in any brunch circuit. A'rovioe 100 amp. nein service switch with a fuse type une1, Alow the cur. of .150. 2or the purchase anl instal.Lation of ai electrical axtures. „ice : ;2 for adaitional electrical secifications. :I213Zo— iurni. h alt.1 inot,.11 .4 1439H . with .1. cuct ad 2 —L-20 iron jrilles. liow tne . .ipm of ,100. for the acsi installation of ono stoc cast atom? antel. L. aL,1 Inatal a :46 zal. GellorJ1 L.leutric b ri1,11j raly. 175T7Titer storaire" tank with s1n71e 3000 watt unit. FULL AND COMPLETE WAIVER AND RELEASE OF LIEN AGAINST THE CONTRACT NEGOTIATED BETWEEN KNOW ALL MEN BY THESE PRESENTS, THAT THE UNDERSIGNED, IN CONSIDERATION OF THE PAYMENT OF (1) CHECK WRITFEN IN THE SUM OF TEN DOLLARS (510.00) PAYABLE TO GATTAMORTA CHANIN CONSTRUCTION, THE RECEIPT OF WHICH IS HEREBY ACKNOWLEDGED,(CONDITIONAL ON SAID CHECK CLEARING) AND OTHER GOOD AND VALUABLE CONSIDERATIONS, AND BENEFITS TO THE UNDERSIGNED ACCRUING, AND IN ORDER TO INDUCE TOMMY JENKINS, THE OWNER, TO MAKE FINAL PAYMENT TO THE UNDERSIGNED, DO HEREBY WAIVE, RELEASED AND QUIT CLAIM OR DEMANDS OF EVERY KIND WHATSOEVER WHICH THE UNDERSIGNED NOW HAS OR MAY HEREAFTER HAVE AGAINST THE CERTAIN REAL ESTATE IMPROVEMENTS, THEREON SITUATED IN DADE COUNTY,FL AND LEGALLY DESCRIBED AS THE UNDERSIGNED WARRANTS THAT NO ASSIGNMENT OF SAID LIENS OR CLAIMS NOR THE RIGHT TO PERFECT A LIEN AGAINST SAID REAL ESTATE HAS OR WILL BE MADE, AND THAT THE UNDERSIGNED HAS THE RIGHT TO EXECUTE THIS WAIVER AND RELEASE, AND THAT ALL LABORERS EMPLOYED BY THE UNDERSIGNED IN CONNECTION WITH THE CONSTRUCTION OF IMPROVEMENTS UPON THE AFORESAID PREMISES HAVE BEEN FULLY PAID, AND THAT NO CHATTLE MORTGAGE, CONDITION BILL OF SALES, OR RETENTION OF TITLE AGREEMENT HAS BEEN EXECUTED BY THE UNDERSIGNED COVERING ANY PART OF IMPROVEMENTS ON SAID PREMISES. FULL AND COMPLETE PAYMENT HAS BEEN RECEIVED BY THE UNDERSIGNED, AND NO MONIES WHATSOEVER ARE DUE OR OWNING TO THE UNDERSIGNED. IN WITNESS WHEREOF, WE(I) HAVE EXECUTED, THIS INSTRUMENT UNDER SEAL, THIS Z DAY OF {..vrc41 V NOTARY PUBLIC, STATE OF FLORIDA TOMMY JENKINS AND GATTAMORTA CHANIN CONSTRUCTION DATED:3/28 /02 46 N.E. 92 ST. MIAMI SHORES, FL 33138 ?go <Y 1 T 37 Tv1 OF R_ �;i,: 57% 7 COD= SECi0N PAGE LOCATION JO_- a: � d- 46 6l6 92 5/, Z ;iS DE.7. • 643/// PlyS iv he 'fray al 1(' �il�i 9 e G./ Avir. reord 44,s iv" ot,o d -es 1i e q , diA/l - l v ` ( p r-IK j ID 54-e b 11 iLa Ala /` ►fed re VI 51 s lca rc° - �� f 9v r e 17 q '14. e �e. 5 -/-( noe Signature A/1,1,a,trt (C/Itv-te4 411 ay-e RECEIPT BUILDING AND ZONING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138 -2382 TELEPHONE (305) 7 95.2204 FAX (305) 7 56.8972 I, contractor /O caner, picked up 2 sets of plans for (address)4 2SY from the Building and Zoning Department on (date) ©� to have corrections done to plans and/or get County stamps I understand that the plans need to be brought back to Miami Shores Building and Zoning to continue the permitting process. CAUTION: VA O ITION identifie afe CPetating practices_ orindlt : ates unsafe _ con result in`personalanlury or damage lo:,-structures.: HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES © It is the responsibilitvof installerfbuilder. buildinacontractor. licensed contractor. erectororerection contractor) topropedyreceive. unload. store. handle install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any otherstructural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling. installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTIO T b ui l de r ; bui ldi n g co n trac t or; l icensed , c o ntra c t o r; ere ct - t obtain nd read the� t Co . . and R ecom me` a k for Ha lnsta( B racing' MettalPlateC ; MIB . 91';:frort thel; runs Plate liistitilte. _ = -X` "e's`sforeii3i orizontal should e. :prevente cess Zi a eral= ... . • • Frame 1 t t TOIIOW 1rj ul�s dr o� �, y �•r,�t- � ikely ., .:,: } . � heed gtt II 4c ost l Ins ,rio sypei injury or death ordamage �str ctures' `� TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 truss industry, but must, due to the nature of responsibilities invc presented as a guide for the use of a qualified building designer or install the Truss Plate Institute, Inc. expressly disclaims any responsibility for arising from the use, application or reliance on the recommendati information contained herein by building designers, installers, and others. ( © by Truss Plate Institute, Inc. All rights reserved. This document or thereof must not be reproduced in any form without written permissic publisher. Printed in the United States of America. TR(JSS STORAGE � T , r tissesstioulctriotb e. 1, nloaded in-.rough terrain°oc,un • even dace ich could;cau ;t. r . `saSS:AYrv : s - ,•. :. - ddamag' e`->o:the: WARNING : - A• WARNING'desc'ribes:` a con where failure tofollow instructions could re: severe personal, injury.ordamage to st ruct CAUTION: All temporary bracing should be nr than 2ic4 grade marked lumber. All connec hould. made with minimum of 2 -16d nail es assumed 2' on -center or`les All mul ' should be connected togethe a dance with design drawings prio.to r tn's AUTION . TrussesstoFed vertically shouk 3�c`F E't` .c::.;;, �, ,• fir;:. _Asti • e ; � anget�ous Y D(iri) ! .,-,0/50 - D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' L(in)i': '.: L/208:: L(it) 50" 1/4" 4.2' 100" 1/2" 1 8.3' 150" 3/4" - 12.5' SPAN Up 10 24' MINIMUM PITCH 3/12 Over 24' - 42' Over 42' - 54' Over 54' 3/12 TOP CHORD - LATERAL BRACE SPACING(LBs) 8' TOP CHORD DIAGONAL BRACE SPACING (DEis) [# trusses) SP/DF 17 7' 10 SPF/HF 12 6 3/12 6' See a registered professional engineer 6 4 DF - Douglas Fir-Larch HF - Hem-Fir Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed ) Inc underside of the top chore . . , I are attached to the topside of the top chord. I . . MONO TRU Diagonal brace also required on end verticals. .4/ PLUMB Truss Depth 0(in) SP - Southern Pine SPF - Spruce-Pine-Fir Lesser of D/50. or 2" N/ • to killciikthese e mend tio s op '"al eyere ersonal injury ge):JIAttp9419 4A FANSTALtA "IRAN. Maximum: plumb: — Line OUT OF B IN 1-41 -LkTION TOLERANCES. •••• • ' • • T -±yr T ±1/4- Frame 6 L(in) ......... .... 12 N ---- 1 3 or N greater / Length L(in) t Lesser of L/200 or 2" /' An lateral b lapped at k trusses. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required 1 L(in) BOW ... ...... ...... .............................. • • . • .. ........... ..... ..................... L(in) 1-/?00' Lot) 200" 250" j 300" 1-1/4" 1-1/2" 16.7' 20.8' 25.0' • • OUT-OF PLANE INSTALLATION TOILERANCES. '•' •• r. • 1„1 Lesser of 1/200 or 2" cei Tag Line or less l I Approximately `/: truss length Approximately 1 /2 to 1/2 truss len • th Spreader Bar _11MI Toe In Spreader Bar Truss spans less than 30'. Less than or equal to 60' Less than or equal to 60' 60° or less I I Approximately '/2 truss length Toe In Tag Line Tag Line MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. �ACINGtBUIL; �G.INTERIOR or nal•do •.,-'r f GBp Top Chord VI/ARNING Do n o Itft ngietri s sps i vri 9reat€ Eyt , ,, _._: he ea k : Tag Line At or above mid - height • • Tag Line SpreaderBar /I\ Strongback/ Strongback/ SpreaderBar Approxima ely 35 to %, truss length Greater than 60' A Approximately Vi to Yi truss length Greater than 60' Strut (Si) 10' Typical horizontal tie member with multiple stakes (HT) Typical vertical attachment Plan 1' Blocking Grounc Vertica SPAN Up 10 32 Over 32 - 48' Over 48' - 60' Over 60' DEPTH SPACING(LBs) 30" 42" 48" 8' 6' 5' TOP CHORD 4 SPAtING.:(DB' Ett trusses] SP/OF, 16 6 4 SPF/H1 10 4 2 See a registered professional engineer OF - Douglas Fir-Larch SP - Southern Pine HF - Hem-Fir SPF - Spruce-Pine-Fir The end diagonal brace for cantilevered trusses must be placed on vertical webs In line with the support. , n ,.. •?•:ttlft' , M.t , tUti , itt t atUlt•Mtit0.4:t•ttiifSirST•.• Top chords thadare laterally biaoed can buckles togetherand cauie aollapse it there Is no diago: nal braCing::Obigotist bracing should be nailed to theundereide ratite top chord When Purtiiis' are attached to the topside of the top chord. End diagonals are stability and must be dup both ends of the truss system. • Woltr:± 2x4/2X6 PARALLEL •:CHORD TRUSS, Top chords that are laterally braced can buckle together•nd cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the lop chord when purling, are attached to the topside of the top chord. Hum oTollow hoserecOilimendatibn-* e sersonaliin u o AVtlifi Etrg eta,T E , - • , :,...,:t-tt=44..Ye t V Z 4 FrOf:t 171 F 1117 i.C.X: 1 '.! 4 i.t 1 .1 ,4 t.tt- 4 t5SIVI:K . 7 - "Y_F#1,;?' ntiniLuS Top Ch§rd Lateral Brace Required — I — IT 10' or Greater Attachment Required Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required !„ /X 30' grea >< Truss musthavc • ber.Oririted in the • :zorgal this &hide spacini • SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE- SPACING(LBS}•. TOFCHORC DIAGONAL 1 SPACING (0 1 ' ' `$li truss SP/ "$ Up to 32' 4/12 8' 0F Over 32' - 48' 4/12 6' 10 Over 48' - 60' 4/12 5' 6 Over 60' See a registered professional engineer Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. z 12 4 or greater Continuous Top Chord Lateral Brace —� Required All lateral braces lapped at,least -2 trusses. Up to 28' Over 28' - 42' Over 42' - 60' Over 60' MINIk' :OM DIFFERE 2.5 3.0 7' 6' tSP /DF :ZSPF /HF 17 9 12 6 3.0 5' 5 3 See a registered professional engineer .OF.- ..Douglas_Fir- Larch;. >" •.: • SP - Southern'Pirie=' HF - Hem -Fir' ' ' SPF - .Spruce-P ne =Fir DF - Douglas Fir -Larch HF - Hem -Fir All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace —� Required 10' or Greater Attachment Required Top chords that are laterally braced can b togetherand cause collapse it there is no d nal bracing. Diagonal bracing should be n to the underside of the top chord when In are attached to the topside of the top chc SP - Southern Pin SPF - Spruce -Pine C EDTRU ISSORS %TRU: EB'MEMBER p'L _, 4 or greater Bottom chord; diagonal bracing repeate at each end:of-the : and at same spacing .as •top chord bracing. SPAN Up to 32' Over 32' - 48' Over 48' - 60' Over 60' 4/12 15' 20 ON, BOTTOMCHORO OIAG MINIMUM LATERALBRACE SPACIN PITCH SPACING(LB)' .[# tr SP /DF 4/12 15' 10 4/12 1 15' 6 See a registered professional engine DF - Douglas Fir -Larch HF - Hem -Fir e SP - Southern SPF - Spruce -I All lateral b lapped at k trusses. IM.rCHORD:PII Cross bracing'rept at each end of the building and at 20' intervals. GRADE OF LUMBER 10 PSF SOFFIT 2 PSF SOFFIT 2X4 2X6 2X4 _.. • 2X6 No.2ND 19 SP 2 -8-3 • 3 -10 -11 2- 8-3 . 4 -2 -9 • No.2 19 SP 2 -9 -15 1 - 0 -11 2 -10-0 1 -4 -11 No2D 19 SP 3 -0 -2, 4 -4 -7 • 3 -0 -0 4 -8 -12 N No.1NO 19 SP 3 -0 -2 • 4 -5 -6 i 3 -0-0 1 -8 -1 No.1 19 SP 3 -1 -11 4 -7 -15 3 -0 -0 4 -9 -13 No.1D 19 SP 3 - 3 - 0 4 -9 -10 3-1-8, 4-10:15 NOSS 19 SP 3- Z - 4 ".'. 5-0 -Q . -p -0 .4.9 -13 SS 19 SP 34-0 • 5 -1 -5 -• 3 -1 -13, 4-10 -15 . DSS 19 SP . 3 . 5 - 3-2 -15 .. 4 -11 -15 • MAXIMUM OVERHANGS, . PREPARED BY Mutt CFFIc6 OVERHANG WITHOUT RETURN 3K • a • OPTIONAL . N RETURN LEDGER BOLTED TO THE. TIE. BEAM (BY BLDR) (Mk{ DE OMITTED . Fo 1Z. D.1-l. 1- 24 ") OVERHANG WITH RETURN (ASCE -7 /93. , l LO MPH WIND C (5`, CAT C:,71 . Ph?.TOPC, DbL. ; &•r(o1:1 lreoeccc MINIMUM GRADE OF LUMBER T.C. 2X4 No:2ND 19 SP B.C. 2X4 No22ND 19 SP Webs 2X4 No3 19 SP LOADING L (PSF) TOP 30 15 BOTTOM 0 10 SPACING: 24 Inch O.C. • DEF. L <.l(240. TPI -95 Crlt. S_ i C:95- STR. INCR. 33 DRAWN BY U.A. CHECKED BY : JAI REP. STRESS: YES MiTek Industries Inc. REV. 4( /% ita C SPDC) REV 1o /23/96 JA( L� e.SIJE ?193,T 1 TOP CHORD CONNECTION: 7'0' JACKS - 1,10 -D NAILS 5'0' JACKS - 1,8 -0 NAILS 2 30' E. 1'0' JACKS - 2,8 -D NAILS --� 12 MIN. P -2.5 MAX. P - 6.5 3X1 2X6 STD. 3E-EL HT. r✓x 3'e' t1AX. BOTTOM CHORD CONNECTION: 2,8 -D NAILS . OVERHANG VARIES _ , 1 NOTE, THIS DESIGN HAS BEEN DECKED FOR 110 n °H %/DDo LOAD. WALL HT 15 FT w&x. PROVIDE FOR UPLIFT AT BEARING WALL CDIECTICNS, 44IL LBS AT Co vioN JAM MINIMUM GRADE OF LUMBER T.C. 2X4 No.2P 19 SP B.C. 2X4 No.2019 SP '.'ebs 2X4 No3 19 SP LOADING L (PSF)0 TOP 30 15 BOTTOM 0 10 SPACING : 24' O.C. COMMON JACKS REACTION - SIZE 1- - 35 2--385 I5 3- -297 3.5 1-11-6 7'0" CORNER CORNER JACK TPI -95 CrIt: SFBC -9 STR. INCR. I 33 DRAWN 'EX + TAN CHECKED BY + JAI REP. STRESS: NO 3 ) 9 -10 -12 7 36" mo F -1 4 -11 -6 O 0 MiTek Industries Inc. OPTIONAL VERT. SET CORNER JACK —� COMMON JACK (TYP) -- \ 1S 2X3 3X1 3 7'0' JACKS 11 PARTIAL ROOF LAYOUT SCA c L2s.1Ee..Jecx_ rRreota BT IAA74 t -FACE. -DOUBLE BEVEL CUT AT THE END OF TOP AND BOTTOM CHORDS. 2z ,l9(bc ' U Eo( (bS 4 , I1 ' e r1 9 sa � w, ,.. --- I. ' . k APR ° ..„1-. ,,c---,,;(x -. ez. � ':Ifi' 1 . 7.* 3; C ' 1: 0. R to ,o E� ies InC. SUPPORT1 TRUSSES VALLEY TR STANDARD ROOF VALLEY DETAIL PREPARED BY IAIAL Nr lr USSES VA PARTIAL ROOF LAYOUT Supporting Truss MINIMUM GRADE OF LUMBER T.C. 2x4 No. 2ND 19 SP B.C. 2X4 No. 2ND 19 SP Webs 2X4 No. 3 19 SP 12 pitch 4 to 7 TPI -95 Crit. sr BC-95 Revised: 7/7/9} LOADING L (P5 STR. INCR.: 33% TOP 30 tT DRAWN BY: P.G. 0 CHECKED BY:J.A.I. BOTTOM 0 10 2x3 (typ) Strop ® 48" o.c. see note (c) below 3 AREA Volley trusses at 2'-0" o.c. max. 6" wedge nailed to truss w /2 -8d toe nails or bevel cut bottom chord of valley truss. See note 5x6 spl. (typ) 4x4 3x6 spl. (ty. Supporting trusses of 2' -0" o.c. max NOTES: (a) Provide continuous bracing on verticals over 6 -3 ". Connect bracing to verticals w /2 -8d nails and bracing must be tied to a fixed point at each end. (b) Max. spacing for vertical studs= 8 -0" On trusses with spans over 24 -0" the vertical should be spaced at 6' -0" o.c. (c) Conn. for wind uplift w/ min. 1 1/4 ", 16 ga. twist strap at 4'-0" intervals w /4, 10d nails each side of strap. Max 120 mph wind speed, 2C-0" max wall height. (ASCE "7-93). MiTek Industries Inc. Approved Note: Plywood sheathing may be extended below valley trusses. Provide opening for straps to connect to trusses below. pug u Tfft 9 '; ) • • ft. stries ' S -VM. = = =« «ACES -32 Ver. 1.1 »» [ 007536 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID : T1 Span : 21 -0 Quantity : 12 _ = B(d(10/16/1997),v1.1 FORCES - GRAVITY LOADS 1-2= 694 5 -6 =-642 2 -8= -1987 2- 3 = -1017 6 -7= 1041 2 -7 = -96 3- 4 = -1017 7 -8= 1041 3 -7= 248 4 -5= 694 8- 1 = -642 4-7 = -96 4 -6 =-1987 PROVIDE FOR 630 LBS UPLIFT AT JOINT 8 (0.54) PROVIDE FOR 630 LBS UPLIFT AT JOINT 6 (0.54) PROVIDE FOR 5 LBS HORIZ. REACTION AT JOINT 8 BOTT CHORD SPLICES:6 -7 =3x6; 0 -0 -11 5 -3 -14 5 -3 -14 4x5 ' \ 4x5 5 3x4 1-10 i -10 LOADING L (PSF) D TOP 30 15 BOTT 0 10 3x4 2 10 -6 8 -8 10 -6 5 -2 -2 L. HL TO PK:11 - - LEFT HEIGHT:0 -5 -15 SPAN:21 -0 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED REACTIONS - SIZE 8 = -1161 8.00 6 = -1161 8.00 4x5 3 3x8 MAX STRESSES TOP 1 -2 =0.685 BOTT 8 -1 =0.793 LL.DEFL. @7 =0.04 < L/360 15 -8 -2 21 -0 5 -2 -2 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:53 200: Family # : 103 Top Pitch : 4.5/12 19 -2 8 -8 3x4 4 5 -3 -14 3x4 R. HL TO PK :11 -2 -9 RISE:4 -5 -3 RIGHT HEIGHT:0 -5 -15 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-9 DEFLECTION(IN.) L.L= 0.04,D.L= 0.03,T.L =0.07 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEE JUN fl -0 -1 r = =« « ACES -32 Ver. 1.1 »» [ 007537 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID Span : 21 -0 Quantity : 1 _ = B[d(10/16/1997),v1.1 1 -2= 589 2- 3 = -1138 3- 4 = -1065 4- 5 = -1138 5 -6= 589 PROVIDE FOR 629 LBS UPLIFT AT JOINT 10 (0.54) PROVIDE FOR 629 LBS UPLIFT AT JOINT 7 (0.54) PROVIDE FOR 4 LBS HORIZ. REACTION AT JOINT 10 BOTT CHORD SPLICES:8 -9 =3x6; 0 -0 -11 fl 4 -6 4 -6 3x4 L. HL TO PK:9 -7 -6 LEFT HEIGHT:0 -5 -15 LOADING (PSF) L D TOP 30 15 BOTT 0 10 FORCES - GRAVITY LOADS 6 -7 =-543 2- 10 = -1859 5- 7 = -1859 7 -8= 976 2 -9= 97 8 -9= 1065 3 -9= 64 9 -10= 976 3 -8= 0 10- 1 = -543 4 -8= 64 5 -8= 97 2 3x4 9 -0 7 -2 9 -0 4 -6 SPAN:21 -0 STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED 12 -0 3 -0 4x8 3 9 3x4 12 -0 3 -0 MAX STRESSES TOP 1 -2 =0.514 BOTT 10 -1 =0.562 LL.DEFL. @9 =0.03 < L/360 : H91 4x5 8 4 3x8 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:54 200 Family # : 314 Top Pitch : 4.5/12 16 -6 21 -0 4 -6 19 -2 7 -2 REACTIONS - SIZE 10 = -1161 8.00 7 = -1161 8.00 3x4 5 4 -6 4x5 4x5 6 R. HL TO PK :9 -7 -6 RISE:3 -10 -7 RIGHT HEIGHT:0 -5 -15 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -S TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. DEFLECTION(IN.) L.L= 0.03,D.L= 0.03,T.L =0.06 PLATES ARE MITEK M20-249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINES JUN 2001 3x4 p0 -0 -11 = = =« «ACES -32 Ver. 1.1 »» [ 007538 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID : HG71 Span : 21 -0 Quantity : 1 = = Bld(10/16/1997),v1.1 1-2= 461 2-3 = -3709 3- 4 = -4006 4-5 = -4006 5-6 =-3709 6 -7= 461 LOADING (PSF) L D TOP 30 15 BOTT 0 10 FORCES - LOAD CASE #1 7- 8 = -423 2- 12 = -3520 8 -9= 2188 2 -11= 1395 9 -10= 3470 3 -11= 366 10 -11= 3470 3 -10= 689 11 -12= 2188 4- 10 = -709 12- 1 = -423 5 -10= 689 PROVIDE FOR 1376 LBS UPLIFT AT JOINT 12 (0.57) PROVIDE FOR 1376 LBS UPLIFT AT JOINT 8 (0.57) PROVIDE FOR 3 LBS HORIZ. REACTION AT JOINT 12 BOTT CHORD SPLICES:9 -10 =3x6; 0 -0 -11 M 3 -6 I 7 -0 I 10 -6 1 14 -0 3 -6 3 -6 3 -6 3 -6 4x5 4x5 L. HL TO PK:7 -5 -11 LEFT HEIGHT:0 -5 -15 4x8 2 7 -0 5 -2 MAX STRESSES TOP 3 -4 =0.854 BOTT 10 -11 =0.907 LL.DEFL. @10 =0.11 REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 4x8 3 11 4x5 10 -6 3 -6 SPAN:21 -0 5 -9= 366 6 -9= 1395 6 -8= -3520 1.5x4 4 1 0 3x8 { 14 -0 3 -6 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:54 200 Family # : 314 Top Pitch : 4.5/12 17 -6 21 -0 O -0 -11 3 -6 3 -6 4x8 5 9 4x5 REACTIONS - SIZE 12 = -2429 8.00 8 = -2429 8.00 19 -2 5 -2 4x8 6 LOADING PANEL(PLF) / JOINTS(LBS) TYPE UNIFORM 1- 3= 90 3- 5= 203 5- 7= 90 7- 9= 20 9 -11= 45 11- 1= 20 CONCENTRATED 9= 787 11= 787 4x5 R. HL TO PK :7 -5 -11 RISE:3 -1 -7 RIGHT HEIGHT:0 -5 -15 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 DEFLECTION(IN.) L.L= 0.11,D.L= 0.09,T.L =0.20 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEE • JUN 2001 4x5 _ = =« «ACES -32 Ver. 1.1 »» [ 007539 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID : J3 Span : 3 -0 Quantity : 4 = = Bld(10/16/19 PROVIDE PROVIDE PROVIDE PROVIDE FOR 399 LBS UPLIFT AT JOINT 5 (0.89) FOR 72 LBS UPLIFT AT JOINT 4 (1.00) FOR 39 LBS UPLIFT AT JOINT 3 (1.74) FOR 104 LBS HORIZ. REACTION AT JOINT 5 LOADING (PSF) L D TOP 30 15 BOTT 0 10 REACTIONS - SIZE 5= -447 8.00 4 = -72 1.50 3 =-22 1.50 L. HL TO PK:3 -2 -7 LEFT HEIGHT:0 -5 -15 SPAN:3 -0 0 -0 -11 11 1-10 1 3 -0 1 1 0 -0 -1 1 1 -10 1 -2 3x4 1-10 3 -0 1 -10 1 -2 MAX STRESSES TOP 1 -2 =0.210 BOTT 5 -1 =0.174 LL.DEFL. @5 =0.02 < L/360 « «MARTINEZ.TRUSS » » MoniJun# 4 12:34:54 200 Top Pitch : 4.5/12 4 RISE:1 -7 -4 RIGHT HEIGHT:1 -7 -7 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP - SPACING : 24.0 in..o. c. STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 - 9 DEFLECTION(IN.) L.L= 0.02,D.L= 0.02,T.L =0.04 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEE JUN 2001 = = =« «ACES -32 Ver. 1.1 »» [ 007540 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID Span : 5 -0 Quantity _ =81d(10/16/1997),v1.1 PROVIDE FOR 341 LBS UPLIFT PROVIDE FOR 109 LBS UPLIFT PROVIDE FOR 166 LBS HORIZ. LOADING (PSF) L D TOP 30 15 BOTT 0 10 REACTIONS - SIZE 5 = -442 8.00 4 = -21 1.50 3 = -105 1.50 AT JOINT 5 (0.77) AT JOINT 3 (1.04) REACTION AT JOINT 5 0 -0-11 II 1 -10 1 -10 L. HL TO PK:5 -4 -1 LEFT HEIGHT:0 -5 -15 SPAN:5 -0 1 -10 1 -10 MAX STRESSES TOP 1 -2 =0.254 BOTT 5 -1 =0.131 LL.DEFL. @5 =0.02 < L/360 . J5 : 4 5 -0 3 -2 5 -0 3 -2 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:54 200 Family # : 205 Top Pitch : 4.5/12 110 -0 -1 RISE:2 -4 -4 RIGHT HEIGHT.2 -4 -7 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED NO. OF MEMBERS = 1. TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-9 DEFLECTION(IN.) L.L= 0.02,D.L= 0.02,T.L =0.04 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI - 95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEE JUN 2001 ««ACES -32 Ver. 1.1 »» [ 007541 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID Span : 7 -0 Quantity _ = Bld(10/16/1997),v1.1 PROVIDE PROVIDE PROVIDE FOR 351 LBS UPLIFT FOR 183 LBS UPLIFT FOR 216 LBS HORIZ. L. HL TO PK:7 -5 -11 LEFT HEIGHT:0 -5 -15 LOADING (PSF) L D TOP 30 15 BOTT 0 10 REACTIONS - SIZE 5= -527 8.00 4 = -49 1.50 3 = -200 1.50 AT JOINT 5 (0.67) AT JOINT 3 (0.92) REACTION AT JOINT 5 0 -0-11 II 1 -10 1 -10 1 -10 1 -10 1 3x4 : J7 : 3 7 -0 5 -2 7 -0 5 -2 SPAN:7 -0 RISE:3 -1 -4 « «MARTINEZ.TRUSS» » Mon Jun 4 12:34:54 200: Family # : 205 Top Pitch : 4.5/12 11 0 -0 -1 1 4 RIGHT HEIGHT:3 -1 -7 MAX STRESSES MINIMUM GRADE OF LUMBER TOP 2 -3 =0.411 TOP CHORD:2X4 No.2ND 19 SP BOTT 5 -1 =0.202 BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @5 =0.04 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 14 HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -9 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL DEFLECTION(IN.) L.L= 0.04,D.L= 0.03,T.L =0.07 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,NDS,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEE JUN 2001 = = =« «ACES -32 Ver. 1.1 »» [ 007542 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID Span : 9 -10 -13 Quantity _ = 61d(10/16/1997),v1.1 1 -2= 677 2 -3= 0 3 -4= 0 FORCES - LOAD 4 -5= 511 5 -6= 511 6 -1 =-648 PROVIDE FOR 893 LBS UPLIFT AT JOINT 6 (1.30) PROVIDE FOR 143 LBS UPLIFT AT JOINT 4 (0.50) PROVIDE FOR 389 LBS UPLIFT AT JOINT 3 (1.04) PROVIDE FOR 229 LBS HORIZ. REACTION AT JOINT 6 L. HL TO PK:10 -2 -14 LEFT HEIGHT:0 -5 -15 LOADING (PSF) L D TOP 30 15 BOTT 0 10 CASE #1 2- 6 = -1328 2 -5= 113 2- 4 = -550 REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LUMBER PLATE 1 1.33 1.33 LOADING TYPE UNIFORM 2 -7 -2 5 -7 -6 5 -7 -6 3x4 5 -7 -6 2 -7 -2 1 3 -0 -4 SPAN:9 -10 -13 MAX STRESSES TOP 2 -3 =0.872 BOTT 6 -1 =0.342 LL.DEFL. @5 =0.01 < L/360 PANEL(PLF) / JOINTS(LBS) 1- 2= 63 2- 3= 174 4- 5= 39 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:54 200_ Family # : 204 Top Pitch : 3.182/12 : CJ7 2 REACTIONS - SIZE 6= -687 8.00 4 = -286 1.50 3 = -373 1.50 1.5x4 1 9 -10 -13 4 -3 -6 9 -10 -13 4 -3 -7 H 0-0-11 1.5x4 4 x4 RISE:3 -1 -10 RIGHT HEIGHT:3 -1 -10 MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP WEBS :2X4 No.3 19 SP SPACING : 24.0 in. 40. c. NO. OF MEMBERS = 1 5- 6= 21 6- 1= 6 RIGHT END VERTICAL IS NOT EXPOSED. TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-9: DEFLECTION(IN.) L.L= 0.01,D.L= 0.01,T.L =0.02 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEEI JUN 2001 = = =« «ACES -32 Ver. 1.1 »» [ 007543 1 Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID : V4 Span : 4 -0 Quantity : 1 _ = Bld(1O/16/1997),v1.1 NOTES: 11-Gable studs spaced at 24 inches o.c. - Brace vertical studs in accordance with standard gable end detail - Continuous bearing provided along entire bottom chord ,- Provide 1X4 plates at each end of gable stud unless otherwise noted L. HL TO PK:2 -1 -10 LOADING (PSF) L D TOP 30 15 BOTT 0 10 STR.INC.: LUMB = 1.33 PLATE = 1.33 2 -0 4 -0 2 -0 2 -0 3x4 4x5 2 3x4 2 -0 4 -0 2 -0 2 -0 « «MARTINEZ.TRUSS» » Mon Jun 4 12:34:54 200 Family # : 101 Top Pitch : 4.5/12 R. HL TO PK :2 -1 -10 LEFT HEIGHT:0 -0 SPAN:4 -0 RISE:0 -9 RIGHT HEIGHT:0 -0 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-c DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) • PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI -95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINES JUN 2001 = = =« «ACES -32 Ver. 1.1 »» [ 007544 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID : V8 Span : 8 -0 Quantity : 1 _ = Bld(1O/16/1997),v1.1 NOTES:(11 -Gable studs spaced at 48 inches o.c. 2,-Brace vertical studs in accordance with standard gable end detail 3;- Continuous bearing provided along entire bottom chord t4,- Provide 1X4 plates at each end of gable stud unless otherwise noted I I L. HL TO PK:4 -3 -4 LEFT HEIGHT:0 -0 SPAN:8 -0 LOADING (PSF) L D TOP 30 15 BOTT 0 10 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:54 200 Family # : 101 Top Pitch : 4.5/12 4 -0 1 8 -0 4 -0 4 -0 4x5 2 4 -0 I 8 -0 I 4 -0 4 -0 R. HL TO PK :4 -3 -4 RISE:1 -6 RIGHT HEIGHT:0 -0 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP SPACING : 24.0 in. o. c. STR.INC.: LUMB = 1.33 PLATE = 1.33 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-9 DEFLECTION(IN.) L.L. 0.00,D.L =0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEE = = =« «ACES -32 Ver. 1.1 »» [ 007545 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID Span : 12 -0 Quantity : 1 _ Bld(10/16/1997),v1.1 NOTES: (1 -Gable studs spaced at 48 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail - Continuous bearing provided along entire bottom chord - Provide 1X4 plates at each end of gable stud unless otherwise noted 1 LOADING (PSF) L D TOP 30 15 BOTT 0 10 6 -0 6 -0 6 -0 6 -0 L. HL TO PK:6 -4 -14 LEFT HEIGHT:O -0 SPAN:12 -0 4x5 2 : V12 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:54 200: Family # : 101 Top Pitch : 4.5/12 12 -0 6 -0 12 -0 6 -0 JUN 2001 R. HL TO PK :6 -4 -14 RISE:2 -3 RIGHT HEIGHT:0 -0 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7-9. DEFLECTION(IN.) L.L. 0.00,D.L= 0.00,T.L =0.00 PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEE =« «ACES -32 Ver. 1.1 »» [ 007546 ] Customer : HARLAN.DEV.- JENKINS.RES. Project #: 01051734 Truss ID : V16 Span : 16 -0 Quantity : 1 _ = BLd(1O/16/1 NOTES: (1 -Gable studs spaced at 48 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 - Continuous bearing provided along entire bottom chord 4 - Provide 1X4 plates at each end of gable stud unless otherwise noted PLATE OFFSETS (X= LEFTY= TOP):(j4 =3,2], 8 -0 8 -0 8 -0 8 -0 L. HL TO PK:8 -6 -8 LEFT HEIGHT:0 -0 SPAN:16 -0 LOADING (PSF) L D TOP 30 15 BOTT 0 10 4x5 2 « «MARTINEZ.TRUSS » » Mon Jun 4 12:34:54 200 Family # : 101 Top Pitch : 4.5/12 16 -0 8 -0 5x6 16 -0 8 -0 7 JUN 2001 R. HL TO PK :8 -6 -8 RISE:3 -0 RIGHT HEIGHT:0 -0 MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No.2ND 19 SP BOT CHORD:2X4 No.2ND 19 SP LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -9 DEFLECTION(IN.) L.L= 0.00,D.L= 0.00,T.L =0.00 • PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEE = = =« «ACES -32 Ver. 1.1»» [ 007547 ] « «MARTINEZ.TRUSS » » ' Customer : HARLAN.DEV.- JENKINS.RES. Mon Jun 4 12:34:54 200 Project #: 01051734 Truss ID : V20 Family # : 101 Span : 20 -0 Quantity : 1 Top Pitch : 4.5/12 _ = B[d(1O/16/1 NOTES: 1 -Gable studs spaced at 48 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 - Continuous bearing provided along ntire bottom chord 4 - Provide 1X4 plates at each end of gable stud unless otherwise noted PLATE OFFSETS (X= LEFTY= TOP):[j4 =3,2], 10 -0 1 0 - 0 4x5 2 20 -0 10 - 0 10-0 10 -0 5x6 20 -0 10 -0 L. HL TO PK:10 -8 -3 LEFT HEIGHT:0 -0 SPAN:20 -0 RISE:3 -9 RIGHT HEIGHT:0 -0 R. HL TO PK :10 -8 -3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 No.2ND 19 SP TOP 30 15 BOT CHORD:2X4 No.2ND 19 SP BOTT 0 10 LL.DEFL. @0 =0.00 < L/360 WEBS :2X4 No.3 19 SP STR.INC.: LUMB = 1.33 PLATE = 1.33 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 TRUSS CHECKED FOR 110 MPH WIND, ENCL.BLDG.,WALL HGT. 8.166 FT,BLDG. CAT. I,EXP. CAT. C,10(5 +5) PSF DL,5.00 MI FROM OCEANLINE(ASCE7 -93 DEFLECTION(IN.) L.L. 0.00,D.L= 0.00,T.L =0.00 ` PLATES ARE MITEK M20- 249,200 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W /NDS DESIGN SPECS, SSBC,ANSI /TPI-95 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER JUN