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OFFICE COPY DEFERRED Fire Sprinkler ........ Atm 111.1111W 115 Fire Alarm Mechanical Plumbing ZBINDEN • CARTER • SOUDERS Electrical E N G I N E E R I N G 1 Truss Engineering Shop Drawings Std • Other . � AI oT@ January 8, 2007 CITY OF TIGARD Approved • Horizon Restoration Conditionally Approved. [ 7301 SW Kable Lane, Ste 100 See Letter to: Follow t l Portland, OR 97224 Attached • [ l Attn: Chris Rossi Permit Number: `l?s s- $ Address r �, " � 7520 Ski r* By: /A■/ Date: 1 -0 Reference: Observation of structural damage due to fire. "15 20 51 DOA" i" R Tigard, Oregon 97224 J 2M.TT F ST21AcmRAl R& 1 444.4 Nibs F-T" STo'p P- ON-'( Job Number: P- 0880 -06 gNSt1 t.r.zwis/v)0Kt AWWS I -HR c, /4Nd F.TA& )a � , CoM �t T#� Subject: Structural Observation of Fire Damage UN e -b S R ATIE } As requested, I visited the project site on December 29, 2006 to observe the damage caused by a fire. The contractor was in the process of removing all water and smoke damaged materials from the building. The roof structure had been damaged. The primary area of damage was located at the roof line of the upper floor near the exit corridor between the first and second units. Many studs and top plates were burned or severely charred. It is my opinion that there does not appear to be any significant structural areas of concern except for the charred members. All material that shows sign of charring shall be replaced with like material (DF #2 or better.) Please refer to the attached sketches and details for the connection of the members to be replaced. The headers over the decks and the exit corridor shall be replaced in their entirety per the notes and details attached. A qualified truss supplier shall be hired to provide replacement trusses. The trusses and engineering shall be sealed by a licensed engineer in the State of Oregon. The trusses are to be installed per the recommendations of the truss designer. 10121 SE Sunnyside Rd. Suite 205, Clackamas, OR 97015 • P 503.6592205 • F 503.659.2433 Bend • Klamath Falls • Portland r� LCS ENGINEERING.g We are not replacing any of the existing lateral force system for the building. If sheathing is being replaced, it must match what is being replaced. This is true for the nailing. A minimum sheathing and nailing shall be %2" ply of 7/16 OSB with 8d nails at 4" on center edge and 12" on center field nailing. All lateral resisting elements beneath the top plate of the upper wall do not appear to be required to be replaced; therefore, the previous structure as designed is adequate. We have provided details that provide for positive attachment of the roof structure to the existing walls and beams. I trust this information is satisfactory for your needs, however if you should have further questions, or require additional information, please feel free to contact our office Sincerely, C _ 0; ZCS Engineering Inc. eft 4 .:417 9, • Q YO L . y. -r, PE /SE Branch anager REi1EU4'EL: DEC. 31, 2t. Material Notes: FRAMING LUMBER: 1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH AND SHALL BE GRADED UNDER THE MOST RECENTLY ADOPTED RULES OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB). 2. ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARD C -2 AND SHALL BEAR THE AWPA QUALITY MARK. PLYWOOD SHEATHING: 1. ALL PLYWOOD SHALL BE C -D GRADE WITH EXTERIOR GLUE MANUFACTURED IN ACCORDANCE WITH THE UNITED STATES PRODUCT STANDARD PS 1-83 /ANSI A199.1 "FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" AND SHALL CONFORM TO UBC STANDARD 23 -2 AND SHALL BEAR THE APA TRADEMARK OF THE APA. 2. OSB MAY BE SUBSTITUTED FOR PLYWOOD WITH SAME SPAN RATING. TIMBER FASTENERS: ALL TIMBER MATERIAL SHALL BE FASTENED PER IBC TABLE 2304.9.1, "FASTENING SCHEDULE" U.N.O. 10121 SE Sunnyside Rd. Suite 205, Clackamas, OR 97015 • P 503.659.2205 • F 503.659.2433 2 Bend • Klamath Falls • Portland ZSINDEN- CARTER Zbinden -Carter Engineering, Inc. Title : Bonita Vista Job # P0880 -06 ENGINEERING- 10121 SE Sunnyside Road Dsgnr: TDL Date: 3:26PM, 8 JAN 07 Description : Fire Damage Repair Suite #130 Clackamas, Oregon 97015 Scope : Replace trusses and beams. (503)659 -2205 FAX (503)659 -2433 Rev: 580006 User: KW- 0606532, Ver5.8.0, 1- Dec -2003 Timber Beam & Joist Page 1 (c)1983 -2003 ENERCALC Engineering Software p0880.ecw:Calculations Description Headers Timber Member Information :ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined HDR1 HDR2 Timber Section 4x12 4x12 Beam Width in 3.500 3.500 Beam Depth in 11.250 11.250 Le: Unbraced Length 2.00 2.00 Timber Grade Douglas Fir - Douglas Fir - Larch, No.2 Larch, No.2 Fb - Basic Allow psi 875.0 875.0 Fv - Basic Allow psi 95.0 95.0 Elastic Modulus ksi 1,600.0 1,600.0 Load Duration Factor 1.150 1.150 Member Type Sawn Sawn Repetitive Status No No Center Span Data - I Span ft 13.00 8.00 Dead Load #/ft 75.00 195.00 Live Load #/ft 125.00 325.00 • Results Ratio = 0.6228 0.6132 - • Mmax © Center in -k 50.70 49.92 X = 6.50 4.00 • fb : Actual psi 686.7 676.2 Fb : Allowable psi 1,102.6 1,102.6 Bending OK Bending OK fv : Actual psi 42.4 60.9 Fv : Allowable psi 109.3 109.3 Shear OK Shear OK Reactions © Left End DL lbs 487.50 780.00 LL lbs 812.50 1,300.00 Max. DL +LL lbs 1,300.00 2,080.00 Right End DL lbs 487.50 780.00 LL lbs 812.50 1,300.00 Max. DL +LL lbs 1,300.00 2,080.00 Deflections Ratio OK Deflection OK , Center DL Defl in -0.073 .. z -0.027 �t UDefl Ratio 2,150.7 3,549.5 Center LL Defl in -0.121 -0.045 UDefl Ratio 1,290.4 2,129.7 Center Total Defl in -0.193 -0.072 Location ft 6.500 4.000 UDefl Ratio 806.5 1,331.1 1111111.P CLIENT Horizon Restoration PROJECT = --gleelkaavie Repair ZBINDEN v CARTER • SO SDERS BY TDL DATE 01108/07 E N G I N E E R I N G = ' - JOB NO. 0 SHEET OF 10121 SE Sunnyside Rd., Suite 205 • Clackamas, OR 97015 1 1 Phone 503 - 659 -2205 • Fax 503 - 659 -2433 ' 4.-- C 'e.- ' ° C y � a `) r ° /13 ,` ,4 , °^) E∎ i J 4 ? - 411 ,. 0 J , 1' 7 _ 0 0 ` 1 wO .� AL 1 1.1 2 .. . , (5\ cm\ k_ _N Z' ±- ..tANF 4 All 0•10-6;) ©= 1" I ell � / _ ._. t : i r oil, :. (41- , (2. 3 s 1-- 0 c.\ : : br .i l . : / ;. M i P Ji I i. :- l ! r i %, :n. _ . I 7s Pz. — 4, vz Le i , . - - --i ' - 1 ! _ CLIENT_ . - - - . , - 4 klOr,l 2011- nestora ti on- — • PROJECT • Fir Dames Rep:* ■ I - - ZS ' I - LA DEN • •CR WUDERS -:- " - -- ]�46 SLU 7 •- - e -.- TOgard -Or 47224 • BY ' TDL . DATE 01 /08/07 E : N; G li N; E El R I; N`G= i ^ ^ - . ._ —. J NO. �rV880.J SHEET OF .... 10121 SE Sunnyside Rd., Suite 205 • Clackamas, OR 97015 ' 6 I j) Phope 543- 659 - 2205 Fax 503 - 65972433 G� —'- - -- .. _ 0 �� DBE • . 1 , . . .._ i . :. : , : , , . . ; , . . ! -1,, 4 ..--,,).. : , : - ,.. • . . , - , . • ‘..._ . , . !,,:._, , , , . . . . . . . . . . . . , .... . I , : .,. , . , i • 1• ;- i , ,, , , , . . . , .. .. _ __,' '. i ' , , ._.•.... . ' ....„. "„ _ : , i • , . • • . ..,. , , _ Esc.! . : . . : . -__ . . . `�' St sow . . ......_...,. ., • . . E StF , „ . •• .: • _ ...: ...,....., _ _, ... .,.......,_ _ - .. : i . . � . Air : ______ i C f -4 — :-----:-:- : . - - -... ..-- ioipi SE SurOyside Rd., Suite 20'5 • Ciackainas,ioR s7015 i : I 1 . I . ! : . : ' i C lje 1 : I i i - ; ' - . I : : : ...igairA - I. . . • • . i . , ......._ . : 4 „ ( 2..... ;: -b 2_._. ..._. _ • i ; ; - . i : : : : ii. , ,ce, „DFr. 00 z g.,,....,- } , _ : . , , . . . . , . • : . : . , _ , , . ., : ,._, , , . . : . . . , . _• : . . . . . : . i :, i . 5'e . VII- 0 : - i he. ' 1 :: .• • 1 1 - - - ' ' ' ' ' " ' ' ^ 1 I i 1 ' I ! i l i „ „ , i CLIENT I - -- ' ' t PROJECT - De m g e Repair i -- .. - -! - - - -- - 50'SW -b�' -RV -!T .._:.. _. _ . - 281 - N IJ IS (RRR • SQU TIS ' B : ! TDI , i ! DA I 101 /.08 0 _ 0880 08 c; ! OB NO. _.gip SHEET F 10121 SE Sunnyside Rd., Suite 205 • Clacka'mas „OR 97015 i ! 1 ' 1 € ' -- _;. 5Q3-65$ -2205 • F.ax503.659 243.x_ . _ —_- -. _... - - - - - s -- - , J_ L i . .:. .._.. .- _ i _ - I ; _ ! _ __ _. 1 . .._____ - - _._. - _____..__ - - - -_- .. _ _. _ , -__ ._ _ __ _. - fir. - ___- . _ -.__.. - .. - - - , .. I. ®C. t 1 . ' i I I I 1 - I • . i , 1 I • i . , . 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This design prepared from computer input by 111111111 111111111111111111111111 PACIFIC LUMBER / BC Trans ID: 181196 LUMBER SPECIFICATIONS TRUSS SPAN 26'- 0.0° IBC 2003 SINGLE MEMBER FORCES 4WR(GDF) LOAD DURATION INCREASE = 1.16 T 1= 0 B 1= 5049 W 1= 172 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. 7 2= -5144 B 2= 5034 W 2= -2284 TOP CHORDS: T 9= -2826 8 3= 2746 W 3= 581 2x 8 OF SS 1- 5 LOADING T 4= 35 W 4= -2886 BOTTOM CHORDS: LL( 25.0)+DL( 10.0) ON TOP CHORD = )5.0 PSF T 6= 0 W 5= -234 2x 4 DF #13BTR 1- 3 DL ON BOTTOM CHORD = 10.0 PSF WEBS: TOTAL LOAD = 45.0 PSF 2x 4 OF STAND 1- 5 LEFT = 1174 RIGHT = 1166 TC LATERAL SUPPORT <= 12'OC. UON, BEARING AREA REQUIRED (SO. IN) BC LATERAL SUPPORT <= 12'0C. UON. BAG @ 0'- 0.0" 1.88 DF / 2.90 HF / 2.78 SPF BROW 26'- 0.0' 1.87 DF / 2.88 HF / 2.74 SPF OVERHANGS: 30.0' 0.0' Reactions: 1961 1154 MAX LL DEFL = - 0.475' (L/633) @ 10'- 3.5' L/240 = 1.254" MAX TL DEFL = - 0.856' (L /351) @ 10'- 3.5" L /180 = 1.672" MAX H0RI2. LL DEFL = 0.077" @ 25'- 7.5' MAX HORIZ. TL DEFL = 0.139' @ 25'- 7.5' Wind: 110 mph, h =15ft, TCDL =6.0,BCDL =6.0, ABCE 7 -02, Enclosed, Cat.2, Exp.B, MAFRS, interior zone, load duration factor =1.33 Max Calculated Uplift: Left = -205 Right = -100 12 1.49° C- 2.5x3.4 C- 7x7.7(S) C -4x9.4 0o 0.25" ( ao to -- ___-■111■1111111111111111111■11111■■- O C- 3x11.9 C- 2.5x3.4 0 C- 3x11.9 C- 5x11.9(8) 2 -06 -00 26-00-00 Scale: 1/4' �� 9 PRUFfs JOB NAME: JOB -KG -6013 HORIZ�1 FIRE REPAIR.- A -MONO / c �. G1NFF Dy WARMNOS: General Notes, unless oheiwtse noted: 44 ' 4 - . A 1. Road ail Gemini Hates sad Warnings before roasfiwtlon of muses. 1. ' n to support toads as shown. . t" 1 ', 1. Roads, and eraeton contractor shoidd be advised at d General Nobs and 2. :rag re 1 end AO �a t0be later�m� pre�d 8t 1 ' FILE NO.: A-MONO Wamurpstataecomouctioneammences oa put 10 -0 t�velYuNeeabreeed hfau@fh ttmo utCmelr I 3. toe awmpessslun web brclnamust bsInsteged%tees shown h 3. e tell pe�l p_ required where shown 4. 4. Ad landlars msld6 gehtneets such as tempmnY ate taimatsnt bretirlq, woo of is the responsl66av of the reapcontractor. OR' • N a DATE: 1/8/2007 must be designed and provided by designer or compwa *scum, in en ea es gre o ea seed (n a nortorna environment, `�G 0 0 CompuTr s sesames no responsibility Weigh bracing. • and ere fat d rl' 0t ups Q Y '1 6. No lead should be append to any eom um event a after ea brankW um and 6. Deal. asses I at eu supports shown. Shim or wedge If .� 26. ,` DES. BY: BB tuwwrsate = nab* roddnotoe should any bade greater than design .•.: • lads be epp6Mto any rnmponmt 77 ' l aum8a gate dral�agtt is provWed. '0 e. Cos puTrae has no coned! over and assume no responsibility fortha B: ahmN De 1oMted out boat fa�as o! suss, end placed so theft tooter A. J ON //g762 SEQ.: 3216791 rebdrslbn, handling otWpw•aatndlesdlagonetsomponwa. 9. 6 ntl w jg gt 7. TNsdesigtrhMnbhed sagest te the Ihdallomanksssde+ka sot bAh 10. p btdl deliara m CoompuTrusPld le.Mdicated • Min in Hoe, or TPYWICA In NC611-03 copies p atwhtch MO be tarnished 11. '77lC�ta, seo(1eF em p aon Is ind�at �, ire ora8x "CN` the .. by CsmpnTn upon request. deelgrremr MdiCgt �16 �. r te EXPIRES 61 0/0 s rms l gO . All ogglI are 2b 9a. H ov,20 PIECE' i, 0 I 1 l'4. V Jk i I DEC 2 6 2006 B LOIN( n1 S1 . . ' F0 .. ` Y f^ t ; = ti . , ,...Mw • ' t ., � aryt 4 � ' It ¢ y �a v to ' *y 4 ■ it! i-Pro -- • -t7:-; 1 ' - 7 -....:.-:..- . •.,, - i , ,:.sr. tY f I_ x•- r�J k 11111311.10119.11.1.14 _ • b I OV i Z v 1 each, 0< - d 'ovJ (I t /c 4g AECEIlir., DEC Coy 2 6 200 eU � WS i'i ' D R42 DL6 r ;« 4 S R•12 L ' 1 , \ i \ \ LEISERC Uv- * ,.., \ , _ I • 1 i .5 1 ■ R+7 R4 110 01111111 / Inc. This design prepared from computer input by I III II VIII IIII' IIII IIII VIII VIII II IIll I Trans ID: 179639 PACIFIC LUMBER / BC 7.3.0T{1L) -E LUMBER SPECIFICATIONS TRUSS SPAN 52'- 0.0° IBC 2003 SINGLE MEMBER FORCES 4WR(GDF) LOAD DURATION INCREASE = 1.15 T 1= 0 B 1= 6574 W 1= -225 W12= -2726 SIZE SPECIE GRADE PANEL(S) SPACED 24.0" O.C. T 2= 67 B 2= 8724 W 2= •6870 W13= 2229 TOP CHORDS: T 3= -7599 B 3= 8699 W 3= 1232 W14= -3355 2x 6 OF #2 1 -11 LOADING T 4= -8851 B 4= 7821 W 4= -1313 W15= -293 BOTTOM CHORDS: LL( 25.0) +DL( 10.0) ON TOP CHORD = 35.0 PSF T 5= -7538 B 5= 6559 W 5= 86 W16= -349 2x 6 DF SS 1- 5 DL ON BOTTOM CHORD = 10.0 PSF T 6= -7538 B 6= 2357 W 6= 166 W17= 17 2x 6 DF #2 6- 7 TOTAL LOAD = 45.0 PSF T 7= -7597 B 7= -3 W 7= -1311 WEBS: T 8= -4164 W 8= 843 2x 4 OF STAND 3- 7, 9 -15 T 9= 346 P 9= -358 2x 6 OF #2 1- 2, 8, 16-17 T10= 353 W10= -436 TC LATERAL SUPPORT <= 12 "0C. UON. T11= 2 W11= 1114 BC LATERAL SUPPORT <= 12 "0C. UON. CANT @ 48'- 0.0" OVERHANGS: 24,0' 24,0' LEFT = 2153 RIGHT = 2527 Reactions: 2282 2679 BEARING AREA REQUIRED (SO. IN) BRG @ 0'- 0.0' 3.45 DF / 5.32 HF / 5.07 SPF BRG @ 48'- 0.0' 3.78 DF / 5.84 HF / 5.57 SPF NOTE: TRUSS NOT SYMMETRICAL ORIENTATION AS SHOWN. MAX LL DEFL = - 0,866" (L/652) @ 19'- 5,8° L/240 = 2.354" MAX TL DEFL = - 1.556' (L/363) @ 19'- 5.8' L/180 = 3.139" MAX LL DEFL = 0.219' (L/219) @ 51'- 9.2" L /120 = 0.400" . MAX TL DEFL = 0.394' {L/121) @ 51'- 9.2" L /90 = 0.533' MAX LL DEFL = - 0.011' (L/2088) @ 54'- 0.0' L/240 = 0.100" MAX TL DEFL = - 0.016' (L/1491) @ 54'- 0.0' L/180 = 0.133" MAX HORIZ. LL DEFL = 0.146" @ 47'- 9.2' MAX HORIZ. TL DEFL = 0.262 @ 47'- 9.2' • Wind: 110 mph, h =15ft, TCDL= 6.O,BCDL =6.0, ASCE 7 -02, Enclosed, Cat.2, Exp.B, MWFRS, interior zone, load duration factor =1.33 26 -00 -00 26 -00 -00 Max Calculated Uplift: Left = -228 Right = -334 T T 1' 1.00---- 12 0-7x7.7 12 1.00 �/� C-7x7.7(S) C-3x6 7 r� C 2.5x4.3 C-7x9.4(S) C 2.5x3.4 L, C 7x7.7 0 . 25 " oo _ 0.25" C -7x7.7 C 2.5x6 0 O F� + " - � c 5 f C 2.5X3 ar - � Ir . 4" r ,,=, '8 I6) .( -- - . CD A .- � C- 2.5x7.7 0 C- 3x11.9 0.25 C -5x9.4 C- 2.5x3.4 0 � �'® � , ' �� X 006 C- 5.5x14.5 C- 7x9.4(S) C- 7x9.4(S) C- 5x14.5 / ir i 0 y J y J J 48 -00 -00 4 -00 -09 y 2 -00 -00 52 -00 -00 2 -00 -00 AGO ----- Scale: 1/8" ,�• e . S JOB NAME: OUOTE -KG- 6549 - HORIZON - B -CANT L?�� �yf J UII /0 WARNINGS: General Notes, unless otherwise noted: - ,- {i F� 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at .. - -- . : - - e FILE NO.: B - CANT Warnings before construction commences. 2' -0" o.c. and at 10' -0" o.c. respectively unless braced throughout their a 3. 2x4 compression web bracing must be installed where shown a. length by continuous sheathing. . 3. 2x Impact bridging or lateral bracing required where shown + + - - - - 4. All lateral force resisting elements such as temporary and permanent bracing, 4 Installation of truss is the responsibility of the respective contractor. • OREGON ,�° - DATE: 12/20/2006 must be designed and provided by designer of complete structure. 5. Design assumes trusses are to be used in a non - corrosive environment, - tJ) C`?, Cr, - J - CompuTrus assumes no responsibility for such bracing. and are for "dry condition' of use. 1 5. No bad should be applied to any component until after all bracing and 8. Design assumes full bearing at all supports shown. Shim or wedge if O` R t i O ff , DES - BY: BC fasteners are complete, and at no time should any loads greater than design necessary. loads be applied to any component. 7. Design assumes adequate drainage is provided. i J'1'- 6. CompuTrus has no control over and assumes no responsibility for the 8 coincide i il be located on both faces of truss, and placed so their center / `} - S lines - SE Q.: lines c witit join h joint center lines. n � _ LIT . 3199066 fabrication, handling, shipment and installation of components. 9. Digits indicate size of plate te in inches. /B L / r �i 7. This design Is furnished subject to the IlmItatIons on truss designs net forth 10. For basic design values of the CompuTrus Plate. indicated by the prefix y _ by TPI In HIB - 91 or TPIIWTCA In SCSI 1 - 93 copies of which will be furnished "C", see I.C.B. R.R. 4211. ® EXPIRS 12/31/07 by CompuTrus upon request. 11. The CompuTrus indicates Section Plate is indicated by the prefix "CN" the B designator (18) ndicates 18 ga. material is used. All others are 2b ga. 1111111111 CompuTrus Inc. This design prepared from computer input by I III II VIII I I I VIII I II VIII VIII II III PACIFIC LUMBER / BC Trans ID: 179639 7.3.0Tf1L1-E LUMBER SPECIFICATIONS TRUSS SPAN 52'- 0.0" IBC 2003 SINGLE MEMBER FORCES 4WR(GDF) LOAD DURATION INCREASE = 1.15 T 1= 0 B 1= 7227 W 1= -228 W11= 283 SIZE SPECIE GRADE PANEL(S) SPACED 24.0' O.C. T 2= 67 B 2= 9767 8 2= -7548 W12= -1580 TOP CHORDS: T 3= -8406 B 3= 9982 W 3= 1422 W13= 1422 2x 6 DF #2 1- 3, 5- 6, 8 -10 LOADING T 4= -10072 B 4= 9982 W 4= -1580 W14= -7548 2x 6 DF SS 4, 7 LL( 25.0) +DL( 10.0) ON TOP CHORD = 35.0 PSF T 5= -8986 B 5= 9766 W 5= 283 W15= -228 BOTTOM CHORDS: DL ON BOTTOM CHORD = 10.0 PSF T 6= -8986 B 6= 7227 8 6= 59 2x 6 DF SS 1- 6 TOTAL LOAD = 45.0 PSF T 7= -10072 W 7= -1137 WEBS: 2x 4 DF STAND 3- 7, 9-13 T 8= -8406 W 8= 1 2x 6 DF #2 1- 2, 8, 14 -15 T 9= 67 W 9= -1137 1075 T10= 0 W10= 59 TC LATERAL SUPPORT <= 12 "0C. UON. BC LATERAL SUPPORT <= 12 "OC. UON. LEFT = 2340 RIGHT = 2340 OVERHANGS: 24.0' 24.0' BEARING AREA REQUIRED (SO. IN) Reactions: 2480 2480 BRG @ 0'- 0.0" 3.74 DF / 5.78 HF / 5.51 SPF BRG @ 52'- 0.0" 3.74 DF / 5.78 HF / 5.51 SPF MAX LL DEFL = - 1.187' (L/516) @ 26'- 0.0' L/240 = 2.554' MAX TL DEFL = - 2.136' (L /286) @ 26'- 0.0' L/180 = 3.406' MAX HORIZ. LL DEFL = 0.197' @ 51'- 6.5' MAX HORIZ. TL DEFL = 0.353' @ 51'- 6.5' Wind: 110 mph, h =15ft, TCDL= 6.0,BCDL =6.0, ASCE 7 -02, Enclosed, Cat.2, Exp.8, M1' /FRS, interior zone, load duration factor =1.33 Max Calculated Uplift: Left = -248 Right = -248 WEB BRACES SHOWN ( +) MAY BE APPLIED TO EITHER SIDE OF WEB AT LOCATION SHOWN. 26-00-00 26-00-00 . 4-6, � 12 C-7x7.7 12 s� r;1� 1 .00 S a C- 7 x7.7 (S ) ---- 1.00 �+�, 2 4D C 7x7.7 C 4x4.3 7 C 4x4.3 a C 7x7.7 0.25' �. 0.25 C 7x7 ��` `T��, ���6, C- 2.5X3.4 „� q „ + vY C 2.5X 0 t;.� = \ / may �� � � 1 �/ +� � 9 „ egri C -3x7.7 0.25" C- 3x11.9 0.25 C -3x7.7 C-7x11.9 C- 7x11.9 C- 12x14.5(S) C- 12x14.5(S) J I )' J- 2-00-00 52-00-00 2-00-00 -SID PRcvF Scale: 1 /B" "< s s JOB NAME: QUOTE -KG- 6549 - HORIZON - A � � � `'IN ^ �J � WARNINGS: General Notes, unless otherwise noted: - Iii '� 1. Read all General Notes and Warnings before construction of trusses. 1. Design to support loads as shown. 2. Builder and erection contractor should be advised of all General Notes and 2. Design assumes the top and bottom chords to be laterally braced at - - - - -- r FILE NO.: A Warnings before construction commences. 2' -0" o.c. and at 10' -0' o.c. respectively unless braced throughout their �� 3. 2x4 compression web bracing must be Installed where shown e. length by continuous sheathing. {r 4. All lateral force resisting elements such as temporary and permanent bracing, 3 2x impact bridging or lateral bracing required where shown + + ,. __._. E 4. Installation of truss is the responsibility of the respective contractor. OREGON . DATE: 12/20/2006 must be designed and provided by designer of complete structure. 5. Design assumes trusses are to be used in a non - corrosive environment, CF) C' op 5 -.4 CompuTrus assumes no responsibility for such bracing. and are for dry condition" of use. V 6. No load should be applied to any component until after all bracing and 6. Design assumes full bearing at all supports shown. Shim or wedge if 1 T�1 °F R 0 DES. BY: BC fasteners are complete, and at no time should any roads greater than design necessary. 0 loads be applied to any component. 7. Design assumes adequate drainage is rovided. 6. CompuTrus has no control over and assumes no responsibility for the 8 Plates shall be located on both faces of truss, and placed so their center P 2- G � - - . - SEQ .: 3199065 fabrication, handling, shipment and Installation of components. lines coincide with joint center n che. 2 / 21 1 4 , g. P P 9. Digits indicate size of plate in inches. I L '• -' - 7. This design Is furnished subject to the limitations on truss designs set forth 10. For basic desiggn values of the CompuTrus Plate. indicated by the prefix ,. . _ f; by TPI in HIB -91 or TPIfWTCA in SCSI 1 -03 copies of which will be furnished C ", see I.C.B.V R R. 4211. 9 }-x �3� �i ,rt3l/ti - � by CompuTrus upon request. 11. The CompuTrus indicates Section Plate is indicated by the prefix "CN" the ti.A, designator (18) ndicates 18 ga. material is used. All others are 2b ga.