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8770 SW SCOFFINS STREET-3 /1 Web JoistT"'Material List and Design Data WEB JOIST'" INSTALLATION INFORMATION V Stringer Loc GENERAL NOTES - JOB NAME: Tualatin Volley Centers Job No. 01-240 Depth(s) PricingUniform Loading sf Footage g 9 (P ) O.C. Stress Over Pin in Truss All material shall be furnished by Please return approved drawings Type (Inches) Series Qty. Len.(Fl.) (L.F. �ive Dead Part. Total (Inches) Level % Camber others unless specifically noted '10Y as soon us possible. Web Joists Load Lood W.J." or 1YWEBJ0IST" on thesecannot be fabricated or delivered F 30" WJ24 13 27.5' 357.5' 50/100 15 20/0 85/115 24" 100"%, - drawings or shown on material list. until opprval is received, F1 30" WJ28 6 28.5' 171.0' 50 15 20 85 24" 1009 - Clear Poi 28 7 F2 30" WJ28 28.5' 199,5' 50/100 15r 2U 0 85 115 24" 100°!, Web Joist's engineering responsibility / / - / is only for the engineering of the F4 30" WJ24 10 30.0' 300.0' 100 15 0 115 24" 100% _ - Web Joist and not for an supporting Y PP 9 F5 30" WJ24 3 30.0'1 90.0' 100 15 0 115 24" 1009 - structure, or for loads other than Stringer Located indicated on these shop drawings. F6 30" WJ21 3 19.0' 57.0' 100 15 0 115 24" 1009 Over Truss F7 30" WJ21 1 17.0' 17.0' 100 15 0 115 24" 100% - Load Load Use of these plans are expressly F8 30" WJ21 1 13.5' 13.5' 100 15 0 115 24" 1007: - forbidden unless approved by the The enclosed dimension is a F9 30" WJ21 2 25.5' 51.0' 100 15 0 1 15 24" 11)0% Architect, Civil, and / or Structural critical dimenion for your Engineer licensed by State and in approval. It s the CLEARG 30" WJ21 24 20.D' 480.0' U/100 1 _ ,r;, ,0/O 85/11., 24" lUU% _ overall charge of the project design, SPAN (inside'ace of bearing surface) dimension for which G1 30" WJ21 13 20.0' 260.0' 50 15 20 85 24" 100% Approximate weight of Web Joist: the Web Jois will be designed G2 30" WJ21 1 6 20,0' 120.0' 100 15 0 115 24" 1007 - Ver. 1 = 4 plf Ver. 2 = 7 plf to fit. H 30" WJ24 17 27.0' 459,0' 50 15 20 85 24" 1009 CAUTIONS R 20" WJ21 24 30.5' 732.0' 25 20 0 45 24" 1159 - x- R1 20" WJ21 9 27.0' 243.0' 25 20 0 45 24" 115% / Erection bracing and erection procedure ore the R220" WJ21 4 27.0' 108.0' 25 20 0 45 24" 115% - resposibility of the erector. '1he followdg ore general suggestions to assist in erection: R3 20" WJ21 2 17.5' 35.0' 25 20 0 45 24" 1159 Il 1. Always handle and erect Web Joins in on upright R4 20" WJ21 21 22.0' 44.0-1 25 20 0 45 24" 115% - verticle position -never in a flat positi n. NOTE: Load Load 2• A red line is applied to the boiton side of the Total 1471 Totall 3737.5' Concentrated loads must be considered in top chord for top bearing Web Joist tc assist in Al ACCESSORIES addition to uniform design loads. Additional proper installation, If the red line shors when trusses trusses may be required for concentrated are in place, inadequate bearing occur;. Adjust truss 194 Pcs 2x4x20 3/8" (24"o/c) Blocking of Bearing (3P8 LF) 173 Pcs. Bridging Strops loads, bearing or contact the Web Joist representative. CONCENTRATED LOADSinstallation 3. heck that the lop chord is siraght prior to 20 PCs 2x6x20 3/8" (24"o/c) `Blocking at Bearing (40 LF) chorloci it of decking and vertically align bottom 14 Pcs 2x6xl2 3/8" (16"o/c) Blocking at Bearing (18.7 LF) chords with the top chords. 4. The trusses ore laterally unstable until decking WEB JOIST PRODUCT INFORMATI0N NG;E: and bridging ore installed. Workmen on unbraced A red line is applied to the bottom system may cause trusses to buckle, Exercise face of the chord at the maximum extreme caution to avoid over loading (either vertically 1) Description: (Series: t Tru WJ24, WJ28) 1) Description; (Series: t Tru distance h Pin or laterally) single or groups of trusses with bundles Version 1 Web Joist Truss per International Conference Version 2 Web Joist Truss per International Conference e t e bearing pin con be of plywood or other construction materials. of Building Officals (I.C.B.O.) Report No. PFC-3246 of Building Officals (I.C.B.O.) Report No. PFC-3246 off the bearinq surface (A to 'B' C' 13 Go. Bearing Angles 2) Material specification: 2) Material specification: A) Chord members: Machine Stress Rated 2x4's A) Chord members: 2Y2"x31 " Lam-Stock grade marked by on approved grading agency. B) Web members: determined by reaction). This red 9 Cutting, drilling or any ocher altering of Web Joists is 8) Web members: 1" dia., 1Y4" dia. or �i}�" dia. steel tubing - line must not be visible when not allowed. Any alterations or field repairs must be trusses ore installed. 0 0 0 o approved by the manufacturer. i" Bio. or 1}y" dia. steel tubing ASTM A500 grade 8 ASTM A500 grade B. DIMENSIONS Truss 'A' B' C' HANDLING -NG INFORMATION C) Solid pins: h" or %" dia. knurled pin - ASTM A449 C) Solid pins: Y2" " dio. knurled pin - ASTM A449 0 0 0 o Web Joists will be delivered to the jobsite in banded 74 Ver, 1 Truss y2" 1Y" �" D) Bearing angles: 13 Ga. steel - ASTM A446 grade 8 D) Bearing angles. .3 Ga. steel - ASTM A446 grade ' Tr bundles of twenty or fewer trusses to help ovoid Ver. E) Bridging strop: 18 Ga. steel E) Bridging strap: 18 Go. steel 2 ass �4 1Yz �i damage. The Trusses should remain bundled until time of installation. Material List and Design Data 2 Nails Through If storage is required at the jobsite, place bundles on Job No. 3,v, Pre-Drilled Holes. level slickers to ovoid ground contact and protect as is ,)Oa NAME: Tualotin Vrilley Centers 01-240 �'-`- (16d ® Ver, 1)(203 0 Ver, 2) normal with other building materials. 1Y2" ® Ver, 1 F1 I ' 2Y" � Ver. 2 Accessory items such as bridging, bridging straps, I(I Depth Cut Footage Uniform Loading (psf) O.C. Stress z blocking, X-bracing, etc. are shipped with the trusses. Type nches) Series 0ty. Len.(Ft.) (L.F.) Live Dead Pari. Total (Inches) level % Notes: A 11 7/8" LP120 8 21'-0" 168'-0" 50 15 20 85 16" 10'1" f` Brg• Pin These items ore shipped bagged, boxed, or banded for 3B"O @ Ver. 1 ease ;n handling. 8 11 7/8"1 LP120 6 9'-0" 54'-O"l 100 15 !) 115 16" tOD% t LP120 6 6'-0" 36'-O"l 50 15 20 85 16" 100%Min C 11 7/8" = 'A' "0 ® Ver. 2 D 11 7,'8" LP120 2 16'-6" 33'-0" 100 15 U 115 16" 100 E11 7/8" LPI36A 2 16'-0 32'-0" 100 15 It is the purchaser's responsibility to ueioad the Web (See Note) Joists from the truck and f.-,r han4'ring thereafter. " "Pin Proper equipement should be useo to ovoid damaging U 115 16 1009 - TOP BEARING DETAIL the trusses. Total 14 Total 323'-0" LD ACCESSORIES MISCELLANEOUS & NOTES JOIST HANGERS 44 LF 1 1/4x11 7/8" LVL (1.5E) Rim Board Mk. Qty. USP Model Number (i v 0 24 prs 1 3/4"x15 1/4"x12'-O" LVL (2.OE) Stair Beams ' 15 TH025118 O O 1 PCs 7%16% 13'-6" LVL (2.OE) Beam E 2 TH023118 FF Blocking 12 Pcs 11 7/8"x 12 3/8" (16" o/c) LP120 Blocking Panels (16 LF) 2 TH025118-2 >< U_< - (• provided in place of 1 3/4"x14"xl4'-O" LVL (2.OE) Stair Beams per ,r ion) NOTE: NOTE k Cross-bracing or shear panels are required for lateral stability of Blocking is required for all bottom bearing trusses. Brace individual trusses as they are erected. diaphragm action and to I-joists are designed for loading and spacing as noted above. Please carry well above when g P g BOTTOM BEARING DETAIL_ BLOCKINGesent. specify amount and location of any additional loading due to misc. - equipment, sprinkler mains, or drifting snow. Recommended minimum on censer spacing I (Additional joists may be required) for nails and staples in a single rows. 3 3y,, Nail Staple Truss Version Size Size 2 (� j �r Ver. 1 Ver. 2 $heathen Y2 YZ" � �'4 yl" Y�" .�N�IN.>cR�c,�O i t<<? 57983PE 8d Box o Ga. 3.75" 3.00" 9 CITY OF Y{GAHD Sd Com 13 Ga. 4.50" 3.50" 10d Box 14 Go. 4.25" 3.50„ - - Approved...... .......................................10d Com 12 Go. 5.00 " 4.00" ..... .......................... RECEIVED.. .( / ,G _�-_ Conditionally Approved. - 1 To Chord - lY" 0 Ver, 1 y Box P 2d Bo 14 Ga. 4.25" 3.50" IL. I " For only the Vs described in:123 Com 12 Go. 5.D0" 4.00" 21'2 ® Ver. 2 6 �.�.A. O ! 1 VOnS 1Itn Sao Mot 5f0 .........................................( 6 11 16 x G ttach ................................. ( >: Rk R. M This document has been reviewed for Job, ddr ' S �DoE, �� VO Dui d Bo 13 tea. 4.50" 3.75" general compatibility with design Ry: ,_._______-- . _pace > _ t1II,DINdDIVISIO�+ 163 Com 12 Ga. 5.50 a.5o" concept and the following is noted: 1) For tighter on center spacing, consider predrilling holes -� no greater thou 0.75 x nail diameter to prevent splitting, CUSTOMER FABRICATION AUTHORIZATION (per 1997 NDS SEC 12.1.3.1) NOTE: 0 NO Exceptions Taken 2) %s" min, o.d. crown width and Q16" min. penetration into Do not nail within (6) six p I have checked all dimensions, quantities, and loadings and warrant that thay are correct or 1 chord member. inches of pin on narrow face evise As Noted should be corrected as noted, and specifically hereby agree and acknowledge that erection of said 1 3) If more than (1) one row offset rows at least }�", of chord. 13 Revise and Resubmit materials is the sole responsibility of purchaser. 9999 0 Re)e ed REQUESTED DELIVERY PURCHASER - DATE RECOMMENDED NAIL SPACING 6 DATE BY ._ TITLE - JON SUPT, NAME JOB PHONE 2x- Bridging (See Plan) c o n fie rs 0 o R Architect - Engineer- Contractor- Customer e o Tigard. Oragc�n 97223 Please Note Following. ®(� o OCf�I 8770 SW ScffiStreet ns NOTE: NOTE: PROBLEMS? - CUSTOMER ARCHITECT STRUCTURAL ENGINEER Plant Installed Note all truss bearing All material shall be furnished - 1 Subsequent changes to information shown on these drawings after the first 5 VERIFY and/or SPECIFY opening requirements and weights for me:honical units A.G. Rolin Consulting � g ) q 9 9 ) / P 9 9 Patterson Const. Inc. John W. finkleo 9 Block by others unless specifically -DAMAGED TRUSSES requirements before submission will be considered as Contract Changes requiring Change Order, (extra trusses and/or joists may be required). Note any additional mechanical units 15800 S.E. Piazza p201 3223 SW Naito Parkway P.O. Box 358 - Bridging to be g noted 'g W.J." or 'b Web Joist" -IMPROPER FIT g Clackamas, Or; on 97015 5 Portland, Oregon 97201 Gresham, Oregon 97030 g g setting wolf, beam or on these drawings or shown -FIELD MODIFICATIONS not shown on these drawings. TEL (503) 657-1022 FAX (503) 657-0734 TEL (503) 248-0617 FAX (503) 222-9284 TEL (503) 618-1426 FAX (503) 618-0228 Butt Spliced U Truss ledger elevations. 9 ONS ABOUT 2) Please review these drawings carefully. It represents our interpretation of the 2x4 Flat Bridging or between Trusses on material list. -THESE1 DRAWINGS Contract Documents, however, Web Joist Northwest Corp. assumes no responsibility for 6) It will be assumed that all information shown herein hos the off motion of the No. 2 or Const. Grade 3-Bdxl}�" Common or the accuracy of the information shown on the Architectural or Structural Design Approval Authority unless noted to the contrary on these drawings v lien these drawings Rev, B Date Reason Nail with 2-8d Nails 3-1061 " Box Call Our Drawings including addendums, are returned Approved. Approved drawings should include Architect, Engineer's and Q GRD 1/23/02 Engineer revisions Each Le - B Others Web Joist Soles Rep. Contractor's review slump. NON - LOAD SHARING (NILS) Dove Peterson 3) Please check all building dimensions, sections, loading and quantities shown on our - 3' PH. 541 504-1149 drawings. All 'Provide", 'Verify' and "Specify" requests must be answered before 7) No back charges will be accepted for additional work without WF) Joist Northwest 0 BRIDGING DETAIL or - Approval, Failvre o so way projector wNorthwest Corp. w to dill delfor Web Joist Northt Cill - � '' Corp.'s prior wri tgn authorization. Customer Service not be responsible. Comrnent is required on all "Clouded areas. J01 �� ? MARK MYERS, PE 8) Job will no' be released for fabrication until a copy of this plar is received and �- lh"x18 Ga. - - 4) Check that each Web Joist truss "Clear Span" and/or each I-Joist LENGTH is signature of customer appears in CUSTOMER FABRICATION AUTHORIZ11ION Klock on page Bridging Strop PH. 360) 748-1173 o g pP p g DRAWN BY CHECKED BY JOB N0. SHEET NO. g g p 1-- sufficient and VERIFY it is correct or indicate changes due to errors, omissions, or job 1 of drawings � Inspired by In egrity site conditions. WEB JOIST NORTHWEST CORP. TES 01 -240 1 OF 3 LOAD- SHARING ILS)S) B R I D Q 1 N G DETAIL 118 BOROVEC RD. CHEHALIS, WA. 98532 PATE: 11/29/01 DATE: Web Joist is Registered Tr or Sweet's of Joists, Inc. - Chehalif, WA TEL (360) EC RD J3 FAX (360) 748-6151 t wrA-i is Reghlere4 Trodemar4 of Sweet's Joists, Inc. - Chehalis, WA Scoffins Rd. 9770 r,iJry Donning 1/30/02 8:12 AM WJO I -240 1 ualotin Volley Centers.dwg BUP2001cl, 877 045 1 of 3 mom NOTICE: IF THE PRINT OR TYPE ON ANY IIII 1 I 1 1 I l 1 1 I I I I 111 I I l I I l I I I I I I I I I I I I III IIIIIII TIT Ill l �I Jill 1 1 1 1 1 I l 1 I 1 11 1 11 1111 111 11 11 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 I 1 I 1 1 I; I 1 1 I 1 I I I I I I ! IIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I a�J � 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE:, II 1 I � }3I � 4I � L I � I � J LI � I I J 1 -- - _ 5l - - 61 - _?1__ _ _g _ _ 1 a 11 IS DUE TO THE QUALITY OF 1"HE Na se ORIGINAL DOCUMENT --�11 E8 Z9IT, 4 Z ibZ ElZ Z i'111111101111 U ZEliL i '111,1111111 T9iT8 1 8 L 9II IIII�11II IIIIIIIII111I��1�IIIII�IIIIIIIIIIIIIIIIII�IIIIIIIII IIIIIlII1111111III11I11VIII Ilf II I� I IIII � I I �� 111 I IIIIIII. II IIIIII�II�II 111111 II IIIIII1IIIIIII I II I�IIII�II III I�IIII�I I I I Ill l�llll�ltll�llllllll l I 11111,111►� �III�II ►111�11I11�1.11llllll � � � I; r � I��I�i.�ll i�Illul�l i II�III 124'- 2'_1016 24'-2'_10,6 4'-06"6" 13'-2Y4 27'-1X'4" 28'-9X'4" 2x4 "Wall '__"_" _ byWJbylWJ ( t Blue Ends type F, F1 , / c 0 n y I x11 7/8" F2, F8 & F9 this way Existing LVL Rim Board �� _'�' New "Double A 2x4 Plate I • Blocking by w! ��. t - I 27'-O�;s,r II II II 28,-0%„ it ..—`� IL 29,-8'401 3 2x4 WoII e � oa w °i 0 co 3 1 8" cls ~rD I I I t i I I I I G n i —�/ A � � �, / a. A �K . r � B ° "' I I I 2 11 I I I I J �______-0 r / ' -+- +- P ! II d !I ll� U1 II `,i j � / �' / co Ref: Scale: 1/2"=1'-0" Ref: Score. 1/2"="-f) C _� -, , I // II _._` I' _ _ JIB II- - _ ___ _ ' _ =�i �p N Imo, N N I I I f - 7 `1i I N cl' I r"- / '�" Type e ,I ri DCr _ / I d' A Type 13,1 Sim. I 9 w v in I�- - - - - - c I-- - - - - 1 /.` / 3►k" (S�" @ Sim. 3 1/8 LB ! II - � � I(IM - fit- ' / / / F o II II „ TYPE Clear S an 2x4 Blocking Clear S an Blocking -0 o % I !I I I I I l i J Z9 _g CN Type 51- 0 9 2x4 B oc /' / 28 11Y16" Verify by WJ by WJ / I „ (I I I i I I !( Type'F5 M Ve Y 27 _0 5 1,'8" GLB - -� 29 -9,1s T'yPe�F6' OW Joist )-Joist OW Joist I-Joist 12)1 4"x14"x12 4% -} by WJ by 01 WJ b WJ b WJ t Y Y � I LVL (�12"o/c ,✓ , i i i 1 I I I � �I �'4e H' I I I I ( i f I I10 W2 Lo 0 - 9 , , E ,+t' I I I I I I I I 6'-4" 4 '` " 1 N TH025118 Hanger I-- - - - - _�- 7=�'-y- - - - - - { r- „ D /\\ , 9 N TH02511A Hanger 3 1 GLB / Ext��r ! Extra 2 4/ 3 1/8" GLB / � Type 8 /8 GLB / � - - / \ �g. o o / � v 5 1/8" GLB @ Sim. A `n ; / A i / / / Type F9 L-- j- _ .� C-4 m �m TYPe B , ° TYPe F7' TYPe F8 �+ 'DBL Type D '- / d a, o, 2x6 Wall - - _ _ - J 5 1 8 GLB --�Type F9 /` f "' , 0; "O 2x4 Wall ® Sim. '� 8'-t pkt" 3 1/8" GLB- - - - - 3 1/8 GLB i } - - -- - --7 / oo �' Type E A erify t/ �.�-- Type G2 �._ _ Type G2�- -? i , ength Blue Ends '_61X,s" .--.Jlv► .1L_10 2 19'-sY 6„ , / "' , " M 1 I V j/ /M o S� % Type - C type G 1 & F7 ,/II Q `-- 1 II _ ,� — -� I -- - — — — — — - _ this Way - — _�—` — -- — __ �I II ��_ .. 1 , - 7 , _ s -Y" GLB 19'-Mi II w t Q y 6 3 4" GLB/ 0 M 1 I 9 5/8 pe - �-__ is Type G2 I� II II II 3 II 0 6 Y4" GLB v �lr/ �L=_-- - - - -- Type G2 Type G2 I'll I I 3 19'-6yi" I _ — 19'-6Y" I 19'-61X5" � II 26 -10/6 H II 2x6 Wall F. .0.�E ­ 3�" I3 I I I I ! as 3 � W I I 19 -6y2 I 26 -10 I / II I I �leor S or. 1�" �� � 0 -- •• 2x4 Blocking Clear Spon] M J I I 2 I I — _ _ -.) by WJ m I I / II I 9 OW Joist 2x6 Blocking �, I � by WJ by WJ _ OW Joist i J W I - � -�� - _ I'= - - - --. - - - - - - - - - - � o by J 7 i T E ! - -� L - - - - - - - - - - � h IMP ` N _-_-_- 2x 8 1/2" Net Plate _^ Ln I J N cn F o '`) I rn -1 I II I I I—I I I_I N I I i J� �, `X x Blue Ends I ,D 2xa wall 10" conc. Wall "' L I type G & G2 = _ _ =�" _ _ _ •- _ -- _ 4" x1z - this way. I CT M 3 1/2" MTL Studs Note: L I ! W/ Rigid insulation _ _ 4x1 F Trusses Spaced @ 24 o/c E _ Rei: Scale: 1/2"=i'--0" Ref; 2/2.7 Scale: 1/2"=1'-(," ' L I Unless Otherwise Noted 4x1 C1 � 7„ (Req.) t I 1 -- L I N 4x17 Clear Son Clear S an Clear S an Clear S an _ _ - QX Load Case # - See CaICs Q 6 ' 2x4 Blocking 2x4 Blocking � � _D C N J by W J by W J a o OW Joist OW Joist OW Joist OW Joist by WJ by WJ by WJ by WJ 4'-0" 12'-0" 4'-0" 4'-0" 12'-0" 4'-0" 4'-0" 12'-0" 4'-0" 6'-0" 16'-0" I , t CJ N N f N Clearspan List 7x 16 LVL 1/8"x Gt.B F7 = 16'— 6 " by WJ 16 Upper Floor Framingan F8 = 13'-01is17 oP,0 �. G Ref; Scale: 1/2"=1'-0" OF­ef ���`Scole. 1/2"=1'-0" Scale: 3/16" = 1'-0" 1 » GINE��, F9 = 25' — 1/2 � s7sasPE 01 1 . �„ 3„ Zo %" (Req ) 512" °� ¢� rn Clear Son a Clear S an 2x6 Wall Clear Spon Clear S on N in �-- 2x4 Blocking 4x12 Ledger _ ��(P.lZ'�l-� 2x6 Plate g by wi A.Ge Rdiil ���.�P..L1 h(`�r�D — 2x4 Blocking OW Joist I-Joist + �' � r 11 � by WJ � � .� . OW Joist by WJ G b WJ by WJ OW WJ ist -- I-Joist y Tt11S daCLlmEnt has been rEVIc3w:td fc�r by WJ �, 'Ie general compatibility wi'ih design `..� C� I C� � n �/a I I e� Centers 3 2x6 Wall Blocking Panal _ _ — - concept and the following is noted: y 8770 SW Scoffins Straat Tigard , ©regon 97223 mi by WJ is I II—III—�- III _ III—II —II I NOTE: NOTE: CUSTOMER ARCHITECT STRI�CTUR4,L ENGINEER 1 - TH025118 Hanger n No Exceptions Taken All material sholl be furnished _ AG, Rolin Consulting 10" Revise As Noted Note all truss and/or joist Patterson Cansl, Inc. John W, Finkle° 9 (?.) 1 1/4"x11 7/fl" - bearing requirements by others unless specifically 15800 S.E. Proirf 1201 3223 SW Naito Parkwoy P.O. Box 358 \ LVL Rim Board 10" conc. Wall ❑ Revise and Resubmit before setting wall, beam noted 'by W.J." or 13yWabJdat" Cl657-102 Oregon 97015 Portland, Oregon 31 22 Gresham,18-1426 Oregon 3) 61 g on these drawings or shown TEL (503) 657-1022 FAX (503) 657 -0734 TEL (503) 248-0611 FAX (5031 222-9284 TEL (503) 618-1426 FAX (503) 618-0228 ❑ ReJOC or ledger elevations. on material list. Rev. B Date Reason 7/8 plywood 2x6 Wall L �/� li -----Y 2Ka Wall 3 1/2" MTL Studs By. Date: — 0 GIRD 1123102 Engineer Revisions 2x4 plate 3 1/8" GI_e Rigid insulation DESIGN LOADS 0 - - - J Ref; Scale: 1/2"=1'-0' Ret: 7/2.8 Scale: 1/2"=1'-0" L Ref: Scale: 1/2"=1'-0" Ref, 212.7 Scale: 1/2"=1'-0" Corridor - - - 0 1 _ - - - Live Load 10O P.s,F._ W'E0 .FOIST Floor; Live Load - - 50 P.S.F. Dead Load - 0 P.S.F. T-ns ired b Inte rit DRAWN .BY CHECKED BY JOB-_ N0, �HEET_N0. Part. Load -- = 20 P.S.F. WEB JOIST NORTHWEST CORP. TES 01 -240 2 OF 3 Web Joist Is lrodemark o1 Sweet's ,foists, Inc. - Chehalis. WA 118 80ROVEC RD. CHEHALIS, WA. 98532 DATE: 11/29/01 'DATE: —'-— TEL (360) 748-1173 FAX (360) 748-6151 _ W(8-i is Negislned TrodemarY of Sweet's Jdsls, Inc - Cheholn, WA SCaflinS Rd. 8770 BUP2001-00045 Gary Darning 11301102 8:12 AM VVJ01 --240 Tualatin Valley Centers.dwg 2 of 3 •awws4srw....b.... ..-..,.......—....._....... ,+af�rl�lllp _. NOTICE: IF THE PRINT OR TYPE ON ANY I r�rl 1 1 1 1 1 1 l l l l 1 1 1 I I I I I I I I I 1 ( II I I I I I I I I I I I I I I I I I I I I I I I I!I rI!I!I I I I I! I I I I I I I I I!I I I I I I I I I I III Ill i l l l lII I I I I 1 1 1 !I I I I I I I I I I I I I i i i IIi l l l III I J 1 l i l l Ili III 1111111 I I I I I l l 11111II _.. m Ct a�i UOt-� - • — IMAGE IS NOT AS CLEAR AS THIS NOTICE, ! I I I II I I I 1 5 --_ _ _ 61 ITIS DUE TO THE QUALITY OF THE No 3e , - --- - - - ti ----ORIGINAL DOCUMENT I � t3 �titf9i bt St Z t t t t e B L H(��� IIIIIIIIIIIII! IIIIIII� IIIIIIIIIIII►�I►I►��III�II I��II►�►II►1111►II�II�III��II III�(I��I IIIII 1 I►� I�I , �III�I►��III IIS III I IIID►III�I►II ll II 111 � I�Illllllll�llll�lllllllll f lllllllJlU�1111111I�IIIIII�II11111ll11111i111�l11111111II� I Nl I . .. V N, t i 06'-9„ r 2'-g" 21'-11w _T _ 21 Spaces ® 24" o/c =42'-0" 22'-11 14'- _ t „ 24" o.c.= 14'-0' 14 7 Spaces ' 7'-- Clear S on 20 5 Spaces ® 24" o.c,=10'-0' — Slope Beam flush with exterior T 1/4 Per Ft. 5 1/8" x 24" GLB [ T Beam flush with exterior 8" N 0 6" face of stud of existing wall , 1 8" x 24" GLB Existing lace of stud of existing wall Lo New 2x4 Blocking Type R4 , Gap ` by WJ — OW Joist � _0„ I \ I -0° 0 T e R4 ril by WJ I \ I Si rn. YP ')l '-61Y6rr S -- -- --—- 3 1/8" GLB F. B. O . I \ � I � Blue ends type 1 X I R4 this way I � \ I _yAHU-A � W �, 2000 Existing Building 2x4 WallIII _ i� Bridging - 2x4 NLS 4 Type R2 (!i) Type R 1 r ~ I co F. B .O. O yP (24) Type R r � i Bridging - 2x4 NLS I 5 1/8" GLB 3 1 8 GL��-,�..-��- N Ref: 4/2.6 Scale: 1/2"=1'-0" -��- -��-��-�--�- -ter- � � �, � w 0 I 01 Bridging - 2x4 NLS J o— (A cv 3 1 j8" x 12" GLB N CL Beam Does Not Interfere w/ Trusses �' F B. O . Slope Verify Clear S on 114" Per Ft. 3 1 No Slope ® Sim. •I F. B .O �' (P,-- —� 5 1/8' GLB 2x4 Blocking o 5 1/8- GLB0 by WJ i OW Joist [N 2500# CN by WJ - 7BIue -5 1/8" GLB 5 1/8" GLB0F.B.°. ends all types 00 F. B .O. 00 r0 F B . O (except R4) this way F. ca `e 1/8" GLB F. B . O. I I F. B.O. I 3 1/8" GLB @ Sim I r. 5 1/8 GLB AHU-2 5 1/8" GIB 5 1/8 GLB 2000# ORef: Scale: 1/2"=1' i L � � 5 1/8" GLB I m F. B.O. z Clear S on Slope F. B.0. 1/4" Per Ft. o 2x4 Blocking by WJ OW Joist by WJ / F. B .0. F.B.O. F. B.0 . 00 CN Note: Trusses Spaced @ 24 o/c u,"I Unless Otherwise Noted 2x4 Wall v 1 , PRef: Scale: 1/2"=1'-0" I Slope 00 00 Clear=Son 1/4" Per Ft. Clear S onr-1/4" Sby � tPer Ft.pe 2x4 Blocking Clear an No Slope OW Joist " Gap by WJ • 2x4 Blocking Roof Framing Plan X Load Case # — See Calcs QEF 2x6 place by WJ OW Joist 2x4 Blocking2x4 walls - ,u, O �. �NGINE�cR "000 by WJ by WJ New wall Scale: 3/16 - 1 0 Q 57983PE by WJ Ist centered on GLB Y �- F.B.O. Co E 7/8'w 11 plywood \ ob 5 1/8" x 24" GLB '9,Q •�� (3 min) K R. M 2x4 plate Top Mount Honger to -- - -- support existing plated trussI� dY . 2x6 Wall .b n �+. �.s� ��r�:i�Cdl'I,'• 2x4 Wall 2z4 Wall centered under GLB ...t Existing Building This docurriont i�I t o r1 1{>v; ��eta fcr T L,,1 a at �y C e n t� ns LF Iclonoral cornpa« k,il ty i.�wri�h do:sl0il concept and the following is noted: 8770 SVV Scoffins Street Tigard, Oregon 97223 C�>R , NOTE: CUSTOMER ARCHITECT STRUCTURALENGINEES Scae: = - C] N EXCA tions Taken NATE: All material shall be furnished - AG. Rolin Consultinef Scale: 1/2"=1'-0" Ref; 4/2.6 Scale; 1/2"=1'-0" / p 9 1� Note all truss and/or joist Patterson const. I^r. John W. Finkleo n Q Revise As Noted / 1 b others unless specifically P.O. Boer 358 [I� bearing requirements y p Y 15800 S.E. Piazza X101 3223 SW Naito Por ;, ❑ Revise and Resubmit " Gresham, Oregon 97030 I before selling wall, beam noted '�yW.J," or 'tByWebJolat Clackamas, Oregon 97015 Portland, Oregon 3) 22 9 ❑ Revis or ledger elevations. on these drawings or shown TEL (503) 657-1022 FAX (503) 657-0734 TEL (503) 248-0617 FAX (503) 222-9264 TEL (S03) 618-1426 FAX (503) 618-0228 on material list' Rev. ByDate Reason By: date: Q GRD 1/23/02 Engineer Revisions E DESIGN LOADS - Roof: Live Load = 25 P.S.F. 0 Dead Load = 20 P.S.F. two JOIST Ins ri ed SY Inte rit DfiAWN BY CHECKED BY JOB NO. SHEET N^. WEB JOIST NORTHWEST CORP. TES 01 -240 3 OF 3 118 BOROVEC RD. CHEI-IALIS, WA. 98532 DATE: 11/29/01 DATE: ��++ TEL (360) 748-1173 FAX (360) 748-6151 Web Joist is 7rodemar4 of S.eel'e J(Ati. Inc - Cheholie. WA Scoffins Rd, 870 { W1.8 ie keghlmed Trodemorw of Sweet s Josfls. Inc - rheholie, WA __ BLIP2001-00045 Gory Dorning 1130102 8:12 AM WJ01 --240 Tualatin Valley Centers.dwg �wsn.�.q,.,..�a-.,,-�. - .... ,.............»_.-,:r-.,. _: . ._ .. _ ..__. __.. .-._.'"r.^ ..:i:.�,q '. - ..-...-...�--...._..........+.... ,..,..mow, ^M`�-�„•.w.:..,-.+.+-.-..w---»-.,...,,-...,.�..,.,....-,.,.--..,.._.....»...................�...«...�,..».,«... ".,».... .. .,.,,.. __ ., ... ... ._. _ _.. _ .. TICS: IF THE PRINT OR TYPE ON ANY III I I I I I I III III III III I I 1 1 1 III III I I III III I I1 l I l 111 1 11 III I I III III III III III III III I I III III III I I I f l 11 111 III III I I I I I I IIII 11 I' I I I III I I f I l I l III III V I I I I W4 � I � 4f � $I � 9I ioI 11) ih � - IMAGE IS NOT AS Cl-EAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ®'-- ORIGINAL DOCUMENT E 8Z 8T. 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