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Permit CITY OF TIGARD BUILDING PERMIT lig 1 COMMUNITY DEVELOPMENT Permit#: BUP2014-00208 T I G A R O 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: 09/11/2014 Parcel: 25101 AA00101 Jurisdiction: Tigard Site address: 12000 SW 66TH AVE Project: Landmark Ford Subdivision: WEST PORTLAND HEIGHTS Lot: 9 Project Description: Replacing(1)glulam in roof. Contractor: R& H CONSTRUCTION CO Owner: CORLISS, JAMES L&CORA K 1530 SW TAYLOR ST LEASE TO: FORD LEASING PORTLAND, OR 97205-1819 DEVELOPMENT COMPANY PO BOX 23970 TIGARD, OR 97281 PHONE: 503-228-7177 PHONE: FAX: 503-224-3638 Specifics: FEES Description Date Amount Type of Use: COM Permit Fee-Additions,Alterations, 09/11/2014 $149.75 Class of Work: ALT Type of Const: VB Demolition Occupancy Grp: B Occupancy Load: 12%State Surcharge-Building 09/11/2014 $17.97 Dwelling Units: 0 Plan Review 09/04/2014 $97.34 Stories: 0 Height: 0 ft Plan Review-Fire Life Safety 09/04/2014 $59.90 Bedrooms: 0 Bathrooms: 0 Info Process/Archiving-Sm$0.50(up to 09/11/2014 $10.00 Value: $5,000 11x17) Floor Areas: Total Area: 0 Accessory Struct: 0 Basement: 0 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $334.96 Required: Required Items and Reports(Conditions) Fire Sprinkler: Parapet: Fire Alarm: Protected Corridors: Smoke Detectors: Manual Pull Stations: Accessible Parking: 0 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules or direct questions to OUNC by calling 503.232.1987 or 1.800.332.2344. Issued By: ignature: 9.4175 by 7:00 a.m.for the next available inspection da This permit card shall be kept in a conspicuous place on the job site until complet•n of the project. Approved plans are required on the job site at the time of each insp,•ion. Building Permit Application Commercial FOR OFFICE USE ONL1 1111 " City of Tigard D Date/B : 4 Permit No p _t! _i 0 13125 SW hall Blvd.,Tigard,OR Plan Keview h► , ..Z Phone: 503-718-2439 Fax: 503 Date/B -♦ ' •elated Permit. TIGARD Inspection Line: 503-639-4175 X1014 Date Ready/By: / 7uris: ® See Page 2 for Internet: www.tigard-or.gov g-Y L Notified/Method: qJ i /it.( 6 Supplemental Information J` SkLaiecssawritgaLitoe TYPE OF Voiferlo REQUIRED DATA:1-AND 2-FAMILY DWELLING ❑New construction ^ t 1,•'', Permit fees*are based on the value of the work performed. * Indicate the value(rounded to the nearest dollar)of all ,ddition/alteratio replacement • Other: equipment,materials,labor,overhead,and the profit for the TEGORY OF CONSTRUCTION work indicated on this application. ❑ 1-and 2-family dwelling ,Zomercia�ndustrial Valuation: $ m ❑Accessory building ❑Multi-family Number of bedrooms: El Master builder ❑Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: 1 Znp 0 S W o (0 44- New dwelling area: square feet City/State/ZIP: 6 if 0 0 i.,1 7 ) Z �3 Garage/carport: a: square feet Suite/bldg./apt.#: Project name: i.,_,�1�.._ A r3 Covered po area square feet Cross street/directions to job site: 'wM[�/�_' j � `(�� Deck area: square feet cA1 Other structure area: square feet .A d' Ai Q.r• REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision: Lot#: Permit fees*are based on the value of the work performed. Tax map/parcel#: Indicate the value(rouided to the nearest dollar)of all equipment,materials,labor,overhead,and the profit for the DESCRIPTION OF WORK work indicated on this application. Valuation: s $ S � 000 c I LtICtL C ) �t)04• L i\ Existing building area square feet I V-c Or New building area: square feet PROPERTY OWNER J 0 TENANT Number of stories: Name: L, J 0 tip( LV-, ),c) Type of construction: Address: Occupancy groups: City/State/ZIP: Existing: Phone:( ) Fax:( ) New: 7OPPLICANT ❑ CONTACT PERSON BUILDING PERMIT FEES* OA-- (Meese tiler talc'awhile) Business name: l yl j/� t Structural plan review fee(or deposit): Contact name: .J-4,16 14 1-ErLI' Address: I (13) y f‘-)4.) 1 }4119 L-6140(} ( FLS plan review fee(if applicable): ty I 1� �� r, —• `-' Z �n _ �� Total fees due upon application: 11” ).1 City/State/ZIP: Vr' V 7 `/f ( 3 3 .3 J Amount received: Phone: S'b Fax::( ) E-mail: ��� 1 l�i �� 17--J, ���-..�-- PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES" { Commercial and residential prescriptive installation of 1 CONTRACTOR roof-top mounted Photo Voltaic Solar Panel System. Business name: Ill (__el f- Submit two(2)sets of roof plan with connection details and fire department access,along with the 2010 Oregon Address: s 3 o S L-. ) 1 j'( \ b— S,f_ Solar Installation Specialty Code checklist. 7.IP: Permit fee(includes plan review $180.00 City/State/ X ' , 7 l.;.-j and administrative fees): Phone:( ) Fax:( ) State surcharge(12%of permit fee): $21.60 CCB Lic.: 3 % , `f � Total fee due upon application: $201.60 Authorized signature: ��l This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name: 2q (4. , ` Date: J * Fee methodology set by Tri-County Building Industry / / gy Service Board 1:\Building\Permits\BUP_COM_PermitApp.doc Rev.04/21/2014 440-4613T(11/02/COM/WEB) City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT .1,1 ■ • Accessibility: Barrier Removal Improvement Plan Commercial & Multi-Family - Additions or Alterations T I G A R[D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov REQUIREMENT: OREGON REVISED STATUTE (ORS)447.241. (1) Every project for renovation,alteration or modification to affected buildings and related facilities shall be made to insure that the path of travel to the altered area and the restroom, telephones and drinking fountains are readily accessible to individuals with disabilities unless such alterations are disproportionate to the overall alterations in terms of cost and scope. (2) Alterations made to the path of travel to an altered area may be deemed disproportionate to the overall alteration when the cost exceeds twenty-five percent(25%). VALUATION: Total of all renovation,alteration or modification being done, excluding painting and wallpapering: [1] $ MULTIPLIER(25%barrier removal requirement): x .25 TOTAL BUDGET FOR BARRIER REMOVAL: [2] $ ELEMENTS: In choosing which accessible elements to provide under this section,priority shall be given to those elements that will provide the greatest access. Elements shall be provided in the following order: (a) Parking $ (b) An accessible entrance: $ (c) An accessible route to the altered area: $ (d) At least one accessible restroom for each sex or a single unisex restroom: $ (e) Accessible telephones: $ (f) Accessible drinking fountains:and, $ (g) When possible,additional accessible elements such as storage and alarms: $ TOTAL(shall equal line [2] of Valuation Computation): $ I:\Building\Permits\BUP_COM_PermitApp.doc Rev.04/21/2014 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT • Plan Submittal Requirements Commercial & Multi-Family - New,Additions or Alterations TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439• www.tigard-or.gov 1. SITE PLAN (3) copies - fully dimensional,drawn to scale and labeled with: A. ❑ map&tax lot# ❑ project name ❑ site address ❑ suite number ❑ zoning ❑ applicant name ❑ phone number B. North arrow. C. Scale (architectural or engineering only). D. Street names. E. Setbacks. F. Parking,including disabled access. G. Finished floor elevations. 2. EROSION CONTROL PLANS AND DETAILS. 3. BUILDING PLANS: See the"Plan Submittal Requirement Matrix" for the number of plans required based on submittal type (no redlines or tape-ons accepted). All details listed below shall be incorporated into the plans: A. Scale (architectural or engineering only). B. Foundation plan. C. Floor plan(s). D. Cross sections. E. Reflective ceiling plan. F. Seismic bracing detail for suspended ceiling. G. Roof plan. H. Exterior elevations. I. Structural calculations,plans,details and specifications. J. Accessibility barrier removal worksheet. K. Deposit-based on valuation of project. 4. ADDITIONAL INFORMATION AS FOLLOWS: A. Fire Department Building Survey with (1) additional full set of architecture drawings. I:\Building\Permits\BUP_COM_PermitApp.doc Rev.04/21/2014 City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Plan Submittal Requirements Matrix Commercial & Multi-Family - New, Additions or Alterations T I G A R D 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov Type of Submittal # of Plans (Includes new, additions and alterations.) Required at Submittal Demolition Permit 3 (site plan required showing location and square footage of all buildings to be demolished) Site Work 3 (must include location of all accessible parking) Plumbing (site utilities) 2 Building 3 Fire Protection System 3 Mechanical 2 Plumbing (building fixtures) 2 Electrical 2 Plan review is dependent upon submittal of a completed application and plans. After plan review approval, the Plans Examiner will contact the applicant to request additional sets of plans for distribution purposes (for contractor,City of Tigard,Washington County,and Tualatin Valley Fire&Rescue),if applicable. I:\Building\Pemvts\BUP_COM_PermitApp.doc Rev.04/21/2014 RECEIVED GENERAL NOTES SEP 9 2014 • • CITY OFTIGARD �,2 O 1. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND COND� Ti�1VS TIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. 3. CODE:2014 OREGON STRUCTURAL SPECIALTY CODE. 4. ALL NAILING, UNLESS SPECIFICALLY NOTED OTHERWISE, SHALL BE IN ACCORDANCE WITH OSS.0 TABLE 2304.9.1. ALL NAILS INSTALLED IN PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. 5. ALL FRAMING HARDWARE SHALL BE SIMPSON STRONG-TIE OR EQUAL APPROVED BY THE ENGINEER. 6. REPAIR BEAMS SHALL BE TRUS JOIST TIMBERSTRAND LSL. ALL OTHER FRAMING LUMBER SHALL BE DF-#2 OR BETTER UNLESS OTHERWISE NOTED. ALL FRAMING LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 7. ALL DAMAGED OR DECAYED AREAS SHALL BE CLEANED AND TREATED TO PREVENT FURTHER DECAY. 8. ALL ROOFING AND WATERPROOFING IS BY OTHERS. CITY OF TIGARD REVIEWED FOR CODE COMPLIANCE Approved: [ OTC:P�mt#: [ P� C�7 ` j PR©��'. Address: c'! Suite #: l By: � /A �` Date: et) Y 10,'1°°1 9 + OFFICE COPY qr p wgS0 ( :4 l/Gj /rM TM RIPPEY /!}.UDA9IJ•,e�C /-��'Cr BY/zee)f) DATEr// 9 1 CONSULTING ENGINEERS / CHK BY DATE 7650 S.W.Beveland St, Suite 100 JOB NO/W eC.P Tigard, Oregon 97223 Phone(503)443-3900 SHEET OF INI • Ad I NA LIIII M { ..i k 40 IS * 1, i• ca 0/Z.K, MEW • . fY r� s d 1 J , /ice, l� / J (�. . ) uy_ Fjf �? ''' I J tia1 r'- • Wm jr • Conde earth• �I rli�lr■■r�� C1 a��1. fG+�cs1_l��`uara � ,f —' ___.9_ sZ7 f/- / .se/ ti T.S j r TM RIPPEY CONSULTING ENGINEERS LAVD_/7i12X / b BY /L IJ DATE 09/47.47 CHK BY _DATE 7650 S.W.Beveland St,Suite 100 JOB NO /9257f3 Tigard,Oregon 97223 Phone(503)443-3900 SHEET / OF . <-N- e II • . _ . • e2 4L 3%i1X/L Dr :0- o, — � , (g..)6z. 34 X/Z 11— o ___. • 4,. 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U�t�1�Yii�a lJ'`► Fax: (503)443-3700 STRUCTURAL CALCULATIONS FOR LANDMARK FORD ROOF REPAIR TMR#14258 August 29,2014 PAGE CALCULATIONS 1 - 10 �,��ST�Fi7�j %PRf,ep P yri tit 41:.ttr c1Vd5, A, WAS' ExpL , , • N , 1 v 1 ,_ ,.s- , ,_, 0 1 ,i1 21/rxiZ ► x .----14 I 62 SA x 1 z _I 3..cir V ► - ______ 0 . ___...._...._ . . ___ I / R A TM RIPPEY mAzw-m-ex /----,,- ,go BY 24) DATE �/� fi�� CONSULTING ENGINEERS _ �A> ,e����� CHIC BY DATE 7650 S.W.Beveland St,Suite 100 Joe NO /4/2 cia Tigard,Oregon 97223 Phone(503)443-3900 SHEET / OF /v /1,4 / 640`4) /'sf P,1,a /ex"? E/IgrZN6 GL g/ 12... WS 6= _ ' r 71. z) = Z. 9s' = Z 41/ 7 , EL 14J6 = Z, P S- (sue- _ /5";‘- /'1 - /98•G)f7-i2) : _ 7 /a -FT 41 a '/)e /2 s (e .12062)7%.":. f1 = '?9/_ s ?,'z /'?5 = /Z 93 Par Fd 2 Aoe, (i.'6) L ?tl� % r / X /// s� >�6 za s� ;fs = Z 5 �• s�- sr = ��� /i�;:s +'/s - - 3 — ?/="Sr 6 z,)/iii /3 ,z f �i . �F6 � TM RIPPEY BY DATE 1 CONSULTING ENGINEERS CNK BY DATE 7650 S.W.Beveland St,Suite 100 fOB NO Tigard,Oregon 97223 Phone(503)443-3900 -- —_ SHEET Z. OF e/Yee 6.L pmE.e.7zoit/ Z z. )</.ssre ) ,�= S3�C/D 4Q. - °. 9/al .7. ' . y �%Vv ,% �s�. / GX IPA FX.T6T7,U6 /4 FT PAX2 /' Y a v /�-�z C �, by cit- ri' /Ci?5-0 pgwz-f4- alWroop iv/ C:3) A/41016 v A140,4 4.■fr e2 tie Tee --or G ou/v. r ei 74 - AM--t6s bti (1./z6: (7sJ = 7gzi "ems zf-2f is7/1/te a• zG o• - ILA TM RIPPEY BY DATE CONSULTING ENGINEERS CHK BY DATE 7650 S.W.Beveland St,Suite 100 JOB NO Tigard,Oregon 97223 Phone(503)443-3900 -- SHEET 3. OF Snow drift 144•ft P 25 sf �= min := p hr := 15•ft+ 0•in DM := 1 Parapet or Drift Height Modifier Pg := 10•psf I := 1.0 projection height 0.75 for roof projection or parapet := 0.13•—•Pg + 14•pcf Pg = 0.654ft hr = 15ft Pf := 0.7•I•Pg = 7•psf = 15.3•pcf Pf hb := — Pf = 7•psf hb = 0.458ft he := hr— hb he = 14.542 ft he = 31.786 Drift to be considered when greater than 0.2 hb 7 — 1 hd := ft6 Ib 4 •0.43.3j•4\/Pg + 10•psf1 — 1.5•ft hyL:= hd•DM Drift Modifier hd = 3.266ft Pd := hd•-y Pd = 49.974•psf Pd+ Pf = 56.974•psf Pm := if[Pf+ Pd < •y•(hc + hb) ,Pf+ Pd,1"(hc + hb)] ^f•(hc + hb) = 229.5•psf Pm = 56.974•ps1 w 4•hd if hd < hc �� 4•hd = 13.065ft1j3 - 4•hd2 if hd > he 4•hd 2 he = 2.934ft Pm — Pmin 2 he wd _ Pm—Pf wd = 8.359ft he if 4 hd 8• > 8•he 8h = 116.34 ft `" f he i — P(d) := if d < wd,Pm Pm Pmin— •d ,Pmin wd • • DESIGN PROPERTIES Allowable Design Properties{1) (tom Load Duration) l � . ( r $ . °.' F -i = i 41 t , 1108 III , , 7 . : P,3., . : .a, �ri 11 )�s r L yw * : i .: • . . ; s ? ,k : T:ml;er>tcantl 'tSt Mtaeeei(it-lbs) 1,735 fill 1,780 4,550 6.335 1,8E 81/4` Shear Mks) 4340 1,925 7,190 8,555 ����� Moment 01 Instils(In! 24 am 20 111 1111E=__ ,,weight(af) 5.6 11=1 _ '.Mri t f(Jbt) 111111111111111 210 MILIM851 10 920' 14,090 1�f Yom it efnelbba) I e!) 3,435 4,295 5,065 5,785 125 244 400 597 1.55E 1/4411111t(M11). 5.2 :NMI 7.7 8.8 hf 10420 15,955 f 21 •40 28,180 Ws S 6L870__ 8,590 t 10125 11,575 Mem it Of the ■a r.i.: 250 488 ' 800 1,195 MaaMMEIN 10.4 13 15.3 17.5 r.PcrnI'a❑r'•IvL MOM b 2,126'•: 105`; 9,1115 8,925 12130 : 15,$55" •.19,375• 2 OE 111 •• r(IMt)' ,• 1,b3 .; 2,410 3;f84; .050: 4 835 : 5,320' 5,985•• Mewegt at herb;fn.!) 24• s 56 <; 125, _ 244 • 490 591 • 851• a hi f 17 4, Lr. 6.1•, . .ZY.., 8.2':':'••9.2 I'3 alum psi "' 1222_ 1222._ -, 13,055 19,900 21,160 34,955 43,665 12_2.._ Shear the 6,430 _8,035 9,475 10,825 11,180 1-221_ _ Mo art a 19'rtb(l9 _ 1212. - 250 488 800 1,195 1,701 •----.. 2122..-2212_.--- ------_ ._ �� 10.4 13.0 : 15.3 17.5 19.7 Moment(ft-10s) . .. _ . . . 1;535.• .29,855 (.40,740:' . 52,430: 65,495` •2 2E 5% Shear(Ibs)• _ •9,645=; 12,055_1_14.210 IMO_ 18,270 Moment of Inertia On.9 ' 975 733•. 1251 '' 1)92 2 552 3 - - Wel t(•l{) 15 6 ' 19.5 + 23.0 26 3 291- 9 5. 2122.». ....:....___-• 2221 .�. .__....._.._.: .:...:..:.._.__..._..... !lament(11-11m) ....... 25,1i5.,.. 39,805 54,325 69,905 87.325... 7• Shear Ibs 12,855 16,070 18,945 i 21,655 ....4i80.... . Moment of Inertia(in+) 500 977 1,601 2,389 3,402 Weight(pit) 20.8 26.0 , 30.6 i 35.0 39.4 (1)For product in beam orientation,unless otherwise noted. PRODUCT ♦% ♦ protect product front sun and water STORAGE ♦• ♦♦%‘%♦o\ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ � ♦ • CAUTION: ♦ Wrap is slippery when wet or icy - Use 8x8(or larger)support • .r� �,' rte bandies . �_. . of l0'on-canter to keep bandies '� out el mud and wale, Align 2x3(or larger)stickers ,�s wit directly over support blocks Trus Joist*Beam.Header and Column Specifler's Guide(Pacific Northwest) TJ•9020 I AprIl 2014 4 6 DESIGN PROPERTIES Design Stresses()) (t00%Load Duration) '•a i i •.. , Fc, Fun F, Shear E Adlisled F6 F' Compression Compression Horizontal SO Modulus Flexural Tension Equivalent Crade Orientation of Eiastllclty of Elasticity of Elasticity Stjpesl)i�. St(psi}61 - to Grainular to Grain Sh to Grain Specific r rl gg�'� i (psi) p (Psi) g} (psi) (fist) „(psO - y .A`a 1 1 '. 'itarNa `ffi7,... .. x'�``� I ,o: Ii' sa� s. ,s '....5. .. 4 `, 1.3E Beam/Column 81,250 1.3 x 106 660 750 1,700 1,0/5 710 1835_ _ 425 0.50476 Plank 81,250 i 1.3x 106 " >660,750 1,900(e1 _ _ 1,075 375m 1,835 r 150 :O r `• 1.55E Beam 5 96,87 1.55 x 106 787815^ —2,325 1,0701101 _."_ 900 2,110 "�3101101 0.50m Microllamu LYE 2.0E Beam • 125000 2.0x106 1016 5 2,600 1 555 750 2 10 285 0.50 Parallam°PSL 1.8E Column 112,500 1.8x106 914c880 2,400111) 1,755 4251111 2,500 190110 i 0.50 2.2E Beam 137,500 2.2x 106 1,118,190 2,900 2,025 750 2,900401` 290 0.50 (I)Unless otherwise noted,adjustment to the design stresses for duration of load are permitted (5)F,.,may not be increased for duration of load. in accordance with the applicable code. (6)For lateral connection design only. (2)Reference modulus of elasticity for beam and column stability calculations,per NDSe. (7)Specific gravity of 0.58 may be used for bolts Installed perpendicular to face and loaded (3)For 12'depth.For other depths,multiply F6 by the appropriate factor as follows: perpendicular to grain. -For TimberStrande LSL,multiply by[-t]6 nar (8)Values are for thickness up to 3W. 0.1w (9)Fu.is 435 psi for thicknesses less than 1W. . -For Microllame LVL,multiply by�t2�11) (10)Value accounts for large hole capabilities See Allowable Roles on page 26. -For Parallame PSL,multiply by e J (11)Value shown is for plank orientation. (4)F,has been adjusted to reflect the volume effects for most standard applications. (12)For column applications,use F,1 of 500 psi. General Assumptions for Trus Joists Beams Beam Orientation • Lateral support is required at bearing and along the span at 24"on-center, maximum. • Bearing lengths are based on each product's bearing stress for applicable grade and = � .-.f. orientation. 4;,''- 4\` -/ All members 714"and less in depth are restricted to a maximum deflection of 3'16". (.t / • �; • Beams that are 1�'x 16" deeper require multiple plies. • No camber. • Beams and columns must remain straight to within st414soe(in.)of true alignment. L is the unrestrained length of the member in feet. Column Orientation For applications not covered in this brochure,contact your Weyerhaeuser representative. See pages 28 and 29 for multiple-member beam connections. ]';i i i1 \\ 1. .1111! PmberStranda'LSL,Microliame LVL,and untreated Parallame PSL are Intended for dry-use applications Plank Orientation Trus Joiste Beam.Header and Column Specmer's Guide(Pacific Northwest) 11.9020 I April 2014 5 a ___*4_ 7 /ef g________t ENGINEERE WOOD PRODUCTS TECHNICAL BULLETIN TB-710 March 2014 Design Properties DESIGN STRESSESIII(100%LOAD DURATION) ' Fa.14) G E Fb(2i13) Compression F° Grade Orientation Shear Modulus of Modulus of Flexural Perpendicular to Horizontal Shear Elasticity Elasticity Stress Parallel to Grain (psi) (psi) (psi) Grain (Psi) (psi) 1.5E Joist 93,750 1.5 x 106 2250 860 505 1.55E Joist 96,875 1.55 x 106 2325 900 - 310(5) (1) Unless otherwise noted,adjustment to design stresses for duration of load are permitted in accordance with the applicable code. (2) When structural members qualify as repetitive members In accordance with the applicable building code.a 4%increase in permitted for Fn in addition to the increases permitted in footnotes 1.and 3. 10.092 (3) For 12"depth. For other depths less than 31",use the 31h"factor;for other depths,multiply by[ , (4) Compression perpendicular-to-grain values(Fa)shall not be increased for duration of load. (5) Value shown accounts for large hole capabilities. See Allowable Holes below. Maximum Allowable Holes 1.5E TIMBERSTRAND®LSL 2 x diameter of the largest hole(minimum) ---- 2"maximum diameter hole __ %a depth L Allowed hole zone e o Y3 depths Joist depth J (d) 33 depth Joist depth _ Joist depth (d) Allowed hole zone (d) ` General Notes: • Allowed hole zone suitable for joists with uniform loads only. • Round holes only • No holes in cantilevers. 1.55E TIMBERSTRAND®LSL 2 x diameter of the largest hole(minimum)—— Joist Maximum )3 depth Depth Dam.Hole L Allowed hole zone • 0 _ )3 depth] 9,' -911 3'• )3 depth 111;"•11741" 35• 9" Allowed hole zone 8' h— General Notes: • No holes within 8"of joist ends. • Round holes only Page 2 of 2 This document supersedes all previous versions.II this Is more than two years old.contact your dealer or Weyerhaeuser representative. A.Weyerhaeuser.TlmberStrand and Trus Joist are registered trademarks and TJ.Pro are trademarks of Weyerhaeuser NR Si 2014 Weyerhaeuser NR Company.NI rights reserved. 1.888.453.8358•www.weyerhaeuser.com/wood ` v Weyerhaeuser I I i f i . u CDUVte T2o.v TP ( /G./ /40 tv /a/it /4// X 1../4- ./GZ, /5 %VA./4-4-4_ a ) ,ZG w L a.) 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