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Permit . BUILDING PERMIT CITY OF TIGARD ' COMMUNITY DEVELOPMENT PERMIT #: B 9/2007 -00360 DATE ISSUED: 7/g/2007 TIGAR'D 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171 PARCEL: 2S113AB-01400 SITE ADDRESS: 07352 SW DURHAM RD BLDG G ZONING: I -P SUBDIVISION: PACTRUST BUSINESS CENTER LOT: JURISDICTION: TIG PROJECT: PACTRUST BUSINESS CENTER Project Description: Re - Roof. REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: OTR FIRST: sf N: S: E: W: TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: sf N: S: E: W: OCCUPANCY GRP: TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT ?: MEZZ ?: REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 89,900.00 Owner: Contractor: PACIFIC REALTY ASSOCIATES PACIFIC ROOFING COMPANY INC 15350 SW SEQUOIA PKWY #300 -WMI PO BX 1728 PORTLAND, OR 97224 BEAVERTON, OR 97075 Phone: Contact #: PRI 503- 647 -28/94 FAX 503 - 647 -7415 Reg #: LIC 41571 FEES Description Date Amount REQUIRED ITEMS AND REPORTS [BUILD] Permit Fee 7/9/2007 $558.70 [TAX] 8% State Surcha 7/9/2007 $44.70 Total $603.40 1 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 than 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 -0100. You may obtain a copy of these rules or direct questions to OUNC by calling 503.246.6699 or 1.800.332.2344. `� -�- Issued By: A ` / `: Permittee Signature: ,, Call 503.639.4175 by 7:00 a.m. for an inspection that business day. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. !" INSPECTOR'S SIGNATURES ARE NOT Inspections Required for. BUP2007 -00360 REQUIRED ON GREEN INSPECTION CARD. ✓ Code Inspection Description PASS Date By ✓ Code Inspection Description PASS Date By BUP - Building Permit ELC - Electrical Permit 405 Excavation 105 Underground /slab cover 410 Fill 110 Temporary electrical service 415 Grading 115 Electrical service 205 Footing 120 Electrical rough -in • 805 MFG- Structure grading /footing 125 Wall cover 210 Foundation walls 130 Ceiling cover 215 Footing drain 135 Low voltage 220 Slab 140 Sign installation 310 Crawl drain 145 A/C or heating unit circuit 225 Post/beam structural 150 Hot tub /spa/pool 230 Underfloor insulation 195 Misc. inspection: 235 Shear walls /anchors 199 Electrical final 240 Exterior sheathing 245 Firewall 250 Roof nailing ELR - Restricted Energy Permit 255 Wtr proofing basement walls 135 Low voltage 260 Tilt -up panel 195 Misc. inspection: 265 Masonry 199 Electrical final 270 Reinforcing steel (rebar) 275 Framing 810 MFG- Structure set -up MEC - Mechanical Permit 280 Insulation 605 Post /beam mechanical 285 Drywall nailing 610 Gas line 287 Suspended ceiling 615 Mechanical rough -in 295 Misc. inspection: 620 Hydronic piping 899 MFG - Structure final 625 Duct work 498 Grading final 630 Fire damper X 299 Final inspection 635 Smoke detector shutdown 640 Exhaust hood 695 Misc. inspection: 699 Mechanical final BUP - Fire Protection System Permit 905 Sprinkler underfloor /slab PLM - Plumbing Permit 910 Sprinkler rough in 305 Plumbing underslab 915 Fire alarm rough -in 920 Suppression trip test 310 Crawl drain 995 Misc. inspection: 315 Post/beam plumbing 998 Alarm final 320 Plumbing rough -in 999 Sprinlder final 322 Shower pan 330 Water service 335 Rain drain 340 Storm drain SIT - Site Work Permit 505 Sanitary sewer 405 Excavation 345 Culvert /catch basin 410 Fill 350 Septic tank 415 Grading 395 Misc. inspection: 205 Footing 399 Plumbing final 210 Foundation walls 215 Footing drain 420 Sprinkler supply lines SWR - Sewer Permit 495 Misc. inspection: 505 Sanitary sewer 498 Grading final 595 Misc. inspection: 499 Final inspection 599 Final inspection I: \Building \Forms \InspCard- AOP- Blankdoc 02/02/07 City of Tigard: Re- Roofing Permit Checklist Page 2 - Supplemental Information RESIDENTIAL (One- & Two - Family Dwelling) ❑ REPAIR (major) plan review required by plans examiner: building permit is required when structural changes are made or the space sheathing is removed or replaced. SUBMIT TWO (2) SETS OF PLANS SPECIFYING: A. Roof area and nearest street. B. Attic vents: Provide 1 sq. ft. for each 150 sq. ft. of attic space. Vents shall be located in the upper 1/3 of the roof. Provide 1 sq. ft. for each 300 sq. ft. when eave and attic venting is provided. Note: No permit is required for residential' r&.roof if not more than two (2) layers of roofing will exist upon completion of the re-roofing. COMMERCIAL (includes multi- family and condominiums) ❑ RE -ROOF: Pre - inspection is required for all roofs sloped 2:12 and less. Please make an appointment by calling the Building Division at (503) 718 -2433. ❑ PLAN REVIEW: Note: Depending on the conditions noted at the pre - inspection, plans may be required to address any non - conforming items. VALUATION OF PROJECT: $ sq. ft. of roof area Permit Fee based on valuation: $ (see Building Permit Fees chart) 8% State Surcharge: $ 65% Plan Review Fee: $ (Required for major repairs of residential and special purpose roofing of commercial projects.) TOTAL: $ I:\ Building \Permits\ROOF- PermitApp.doc 2 City of Tigard Building Department PR y 13125 SW Hall Blvd., Tigard, OR 97223 Phone: (503) 639 -4171 x :., •s M re-inspection Report Form ,,,04,: , Y it GARD� Requested by Telephone D 10-1N ; �,. 4 y Q p L3. 7� X30 Job Address 73 , a Duilfzi.-yri - (- Roof Access Location iA i,_`/ , ' / _ h Date Requested . 7 — - - C) 7 Time Requested d c , � Type of Existing Roof - 1. Slope of roof deck / foot (ratio) % pc_./1 2. Roof/Penetrations/General Condtions gf Fair ❑ P oor 3. Are there blisters? ❑ Yes f R No 4. Are there cracks? ❑ Yes 5. Is there evidence of water pondng? CO-No 0 krNo 6. Is moisture present under roofing (leak)? ► Yes ❑ No 7. Is roof insulation existing? .6: es ❑ No 8. Is roof insulation wet? teYes 0 No 9. Property line setbacks on all sides > 10 feet 7 Yes ❑ No 10. Roof Area ❑ < 6000 sq. ft 6000 sq. ft. 11. Building height if < 2 Stories ❑ > 2 Stories 12. Class of roof required ❑ Non-rated 13. Type roof deck ❑ B. ❑ C. Combustible ❑ Non - Combustible 14. Roof drains ,Provided ❑ Required ❑ Adequate 15. Overflow drains ❑ Required �rowded eQ • 0 Adequate 16. Attic ventilation ,rovided IP,,,:•_.,ri ❑ Adequate 17. Roof listing ❑ Provided r.11. Required 18. Scope of work ❑Tear off _ '',74 Overlay f 1 (-3 To re -roof this structure the following conditions must be met ile ■ t' V e5 E 07 i 1 f -/ • c-r KO '� 1 t ' 4 The re - roof proposal is 0pproved for permit issuance if the conditions listed above are met. After obtaining your permit you must contact the Building Division for an se • ion when the roof deck is ready for the first inspection. The first inspection for a complete tear off is the deck inspection. For a bop -up r. •fl' • . ystem (overlay), the first inspection is at the start of the job After the re -roof is complete, a final inspection is required. Inspector Ext. w _ Date 5 r 7 4%. ii3UddfI9 Reioof Prens■ SECTION 1506 . FIRE CLASSIFICATION 1506.1 General. Roof assemblies shall be divided into the classes defined below. Class A, B and C roof assemblies and roof coverings required to be listed by this section shall be tested in accordance with ASTM E 108 or UL 790. In addition, fire- retardant - treated wood roof coverings shall be tested in ac- cordance with ASTM D 2898. The minimum roof coverings in- stalled on buildings shall comply with Table 1505.1 based on the type of construction of the building. 1506.2 Class A roof assemblies. Class A roof assemblies are those that are effective against severe fire test exposure. Class A roof assemblies and roof coverings shall be listed and identified n ? °' . as Class A by an approved testing agency. Class A roof assem- o — 3. co A. a c a -v' oC F. blies shall be permitted for use in buildings or structures of all : = c r . 3 = F r . • types of construction. a 5 $ o 3 o= c —_ _ Exception: Class A roof assemblies include those with cov- c 3 ° n $ �• Z Brings of brick. masonry. slate, clay or concrete roof ale, ex m . . c o g t a .c u - posed concrete roof deck. ferrous or copper shingles or < n g m n `'. r C sheets. $ c e g o o S oc Zp 33 a tz o a 4103` -..3 C 15(163 Class B roof assemblies. Class B roof assemblies are 0 _ '1 3 c . a 3 �. those that are effective against moderate fire -test exposure. Z ^' o n 0 D Class B roof assemblies and roof coverings shall be listed and ' x ( n 7. c 0 z _ N n CO c. identified as Cla B by an approved testing agency. g . g a 3 o = c R- ` � 1 _ n , i rn � — � Exception: Class B roof assemblies include those with cov- � £ w 3 > P o$o - C$ 0, o 0-to Brings of metal sheets and shingles. II 1506.4 Class C roof assemblies. Class C roof assemblies are E ^ c. go ° , 2 0 � 0 n = -t n • those that are effective against light fire -test exposure. Class C — " m r 1 ; 7 . roof assemblies and roof coverings shall be listed and identified = ° - o ? ' a - n N c as Class C by an appr testing agency. 9 A - 3 ? -? 9 15065 Nonclassified roofing. Nonclassified roofing is ap- ^ c 0 3 5 n 1-07 3°H fp IP proved material that is not listed as a Class A, B of C roofcover- n L =, r- " 0 ing. z . , 41' so ea n < Z 1506.6 Fire-retardant-treated wood shingles and shakes. v H c a 3 - • F retardant treated wood shakes and shingles shall be treated s• s m. c• _ o m x m by impregnation with chemicals by the full -cell vacuum -pres- o ° 3 a .9 9 w n m su process, in accordance with AWPA Cl. Each bundle shall Co - - C n ' _ be marked to identify the manufactured unit and the manufac- turer, and shall also be labeled to identify the classification of the . material in accordance with the testing required in Section 1 1. 1506.6, the treating company and the quality control agency. 1506.7 Special purpose roofs. Special purpose wood shingle or wood shake roofing shall conform with the grading and ap- 11 plication requirements of Section 1508.8 or 1508.9. In addi- tion. an underlayment of 0.625 -inch (15.9 mm) Type X water- resistant gypsum backing board or gypsum sheathing shall be placed under minimum nominal 0.5- inch -thick (12.7 mm) wood structural panel solid sheathing or 1 -inch (25 mm) nominal spaced sheathing. STRUCTURAL CALCULATIONS FOR PACTRUST BUILDING CENTER TIGARD, OREGON -- BUILDING G RE -ROOF -- S� ��ED E PROF Fs � 187 R SI { O GON v0 t s . ' tiN . NOV ' O EXPIRES: 12 / 31 / 1 Contents Detail A DI Contact Person: John E Nordling, PE Calculations Cl - C8 NORDLING Proj. No.: 07 -179 PBC BUILDING G STRUCTURAL ROOF REVIEW ENGINEERS LLC PAC TRUST 6775 SW IIIth. Suite 200 Beaverton OR 97008 Date: JUN 2007 By JEN Sheet No COVER 7 9 0 . 391 -t l .) 11 0'� . ' ` `'' © y , I . o c c {1c� o o c�� ...00 - ! �ffi: v - -0 t. i Z - 1 -' "•-' Cr :8) 0 ' 8 " i er- , I. 0— :. ( ,.•.: ?j 7 �/ 'U 1O C> 0 O o (> O `�'� O . � � ,� � 3 � D' D D D I O .0 2 DI 01 C 7 ( � n a m ,,e ... -e 0 A g � �'J' e . . \ ". r �.. ..4 ,',--^-,' - _-../ 1 4 -qS ' 4j _ ., O '^� r ! \ Vi h / u J t w : �e �ic 7 z' � . ;, � • ' , ' 1 --' r, - , _.. C ry . Cr .._. (S ' C )'. ':.:, O` v /t.;, . • :1'%CA* RA•cc ,tiet■z:6 Nzi 'r L. I r.-E (t. 'flit< k NI Pr,Na ,139 PRO, jtaof vvb,s Fas,v,J�. 06i , ...Nu_ P •u,ss�iet 7 R c\ � p01 NE V 1 18 - ( ice ? L 4 .. t j, Y 15, litk roman= I NORDLING Proj. 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Suite 200 • Beaverton OR, 97008 Date: JUN 2007 By: JEN Sheet No.: CZ e 6„.6,340)44 ( 8 b G. (.tea'P t \ 0 G. (3d ?)ebb, • 1s(v{tw) 31. lol S 1110 210 Ww =15(0.01- C)1 bv lL(th.ly US 11111 111111 1 1111 111111 !!111 11111 A b A A 2 5 O 1 1 2 9 o 39 °M 1 j 1 O 5 0 . ; , ` \ a 4, \ & , 90 � � \ ^� \ . —. 'N.Th NORDLING Proj. No.: 07 -179 ' PBC BUILDING G STRUCTURAL ROOF REVIEW � � ., * 4 ENGINEERS, LLC PAC TRUST 6775 SW I I Ith, Suite 200 • Beaverton OR, 97008 Date: JUN 2007 By: JEN Sheet No.: C.) ® G. (94 )c 33 ® Cik (034,e 0 outs. f Mew vtAl. U, igoo '1°Ioo ©.w .1°I t".- 3%So. 3 00 31s0' 35 ® u. `. $9 (8$')3 .. u kti'°° 1ti68`' ow 1 ct kYo , - � so j 51 T .. I e 0 11111 111 /1 111111 111111 (11111 111111 b b q 6_0 , gidis ( ,)G L .6s/t k ,id . • • NORDLING Prof. No.: 07 -179 STRUCTURAL PB ROOF I REVIEW �4 b ENGINEERS LLC PAC TRUST 6775 SW >> ith, Suite 200 • Beaverton OR. 97008 Date: JUN 2007 By: JEN Sheet No.: C Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date: 06/09107 Page: MULTI - SPAN TIMBER BEAM DESIGN PBC BUILDING G ROOF REVIEW A- (EXIST) A -(NEW) B- (EXIST) . B -(NEW) GENERAL DATA 1 2 - 4 5 - All Spans Simple Support ?? : YES Spans Length ft : 7.50 7.50 23.75 23.75 End Fixity: Pin :Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in 1.500 1.500 3.500 3.500 Beam Depth in : 3.50 3.50 15.25 15.25 CALCULATED VALUES -OK- -OK- -OK- -OK F'b- Modified Allow. psi : 2357.5 2357.5 2295.5 2295.5 fb - Actual. psi : 1708.2 1763.3 1590.4 1652.8 F'v- Modified Allow. psi : 207.0 207.0 207.0 207.0 fv (actual)* 1.5 psi 61.1 63.1 76.0 79.0 Moment @ Left k -in : 0.0 0.0 0.0 0.0 Moment @ Right k -in 0.0. 0.0 0.0 0.0 Max. Mom. @ Mid-Span k -in 5.2 5.4 215.8 224.2 X -Dist ft : 3.75 3.75 11.87 11.87 Shears: Left k : 0.23 0.24 3.03 3.15 Right k : -0.23 -0.24 -3.03 -3.15 Reaction @ Left DL k : 0.04 0.05 0.65 0.77 LL k : 0.19 0.19 2.37 2.37 Total k : 0.23 0.24 3.03 3.15 Reaction @ Right DL k : 0.04 0.05 0.65 0.77 LL k : 0.19 0.19 2.37 2.37 Total k : 0.23 0.24 3.03 3.15 Max. Defl. @ Mid Span in : -0.458 -0.472 -0.929 -0.965 X -Dist ft : 3.75 3.75 11.87. 11.87 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 2050.0 2050.0 2050.0 2050.0 Fv:Basic Allowable psi : 180.0 180.0 180.0 180.0 Elastic Modulus ksi : 1800 1800 1900 1900 Load Duration Factor 1.15 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Uniform...... DL plf : 12.0 14.0 55.0 65.0 LL pif : 50.0 50.0 200.0 200.0 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 Shear # : 0.23 0.24 3.03 3.15 Moment k -in : 0.00 0.00 0.00 0.00 Deflection in 0.000 0.000 0.000 0.000 CS vA Air? rr> 1ORZ.QR eniIarni r o...... v,,.,,,., vu nenainei n Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date: 06109107 Page: MULTI -SPAN TIMBER BEAM DESIGN PBC BUILDING G - ROOF REVIEW C- (EXIST) C -(NEW) D- (EXIST) D -(NEW) E- (EXIST) E -(NEW) GENERAL DATA - 1 2 3 4 5 6 - All Spans Simple Support ?? : YES Spans Length ft : 25.00 25.00 29.00 29.00 39.00 39.00 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 6.750 6.750 6.750 6.750 6.750 6.750 Beam Depth in : 18.00 18.00 21.00 21.00 28.50 28.50 CALCULATED VALUES •OK- -OK- -OK- -OK- -OK- -OK- F'b-Modified Allow. psi :. '2638.4. 2638.4 2593.6 2593.6 2507.1 2507.1 fb - Actual. psi : 2276.2 2340.5 2250.3 2313.9 2209.6 2272.1 F'v- Modified Allow. psi : 166.8 166.8 166.8 166.8 166.8 166.8 fv (actual) * 1.5 psi : 120.2 123.6 119.5 122.9 118.4 121.8 Moment @ Left k -in : 0.0 0.0 0.0 0.0 0.0 0.0 Moment @ Right k -in : 0.0 0.0 0.0 0.0 0.0 0.0 Max. Mom. @ Mid -Span k -in 829.7 853.1 1116.4 1148.0 2019.1 2076.2 X -Dist ft : 12.50 12.50 14.50 14.50 19.50 19.50 Shears: Left k : 11.06 11.37 12.83 13.19. 17.26 17.74 Right k : -11.06 -11.37 -12.83 -13.19 -17.26 -17.74 Reaction @ Left DL k 3.37 3.69 3.91 4.28 5.26 5.75 LL k : 7.69 7.69 8.92 8.92 1199 11.99 Total k : 11.06 11.37 12.83 13.19 17.26 17.74 Reaction @ Right DL k : 3.37 3.69 3.91 4.28 5.26 5.75 LL k : 7.69 7.69 8.92 8.92 11.99 11.99 Total k : 11.06 11.37 12.83 13.19 17.26 17.74 Max. Defl. @ Mid Span in : -1.317 - 1.354. -1.502 -1.544 -1.965 -2.021 X -Dist ft : 12.50 12.50 14.50 14.50 19.50. 19.50 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 2400.0 2400.0. 2400.0 2400.0 2400.0 2400.0 Fv:Basic Allowable psi 145.0. 145.0 145.0 145.0 145.0 145.0 Elastic Modulus ksi : 1800 1800 1800 1800 1800 1800 Load Duration Factor 1.15 1.15 1.15 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes . Yes Yes . Yes Yes Yes Uniform DL plf : 270.0 295.0 270.0 295.0 270.0 295.0 LL plf.: 615.0 615.0 615.0 615.0 615.0 615.0 QUERY VALUES Location ..... ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear 1f : 11.06 11.37 12.83 13.19 17.26 17.74 Moment k -in : 0.00 0.00 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 0.000 Vd MO (rl 11101Z.QF PRIMP/11r [Imrc W Venn, YWntf101AC1 A Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date: 06109107 Page: MULTI -SPAN TIMBER BEAM DESIGN PBC BUILDING G - ROOF REVIEW F- (EXIST) F- (EXIST) F- (EXIST) F -(NEW) F -(NEW) F -(NEW) GENERAL DATA - 1 2 3 - 5 6 7 All Spans Simple Support ?? : NO Spans Length ft : 9.00 50.00 9.00 9.00 50.00 9.00 End Fixity: : Free:Pin Pin:Pin Pin:Free Free:Pin Pin:Pin Pin:Free Beam Width in : 6.750 6.750 6.750 6.750 6.750 6.750 Beam Depth in : 33.00 33.00 33.00 33.00. 33.00 33.00 CALCULATED VALUES -OK- -OK- -OK- -OK- •OK- -OK- F'b- Modified Allow. psi : 2466.6 2466.6 2466.6 2466.6 2466.6 2466.6 fb - Actual. psi : 1298.1 1479.4 1479.4 1338.0 1524.6 1524.6 F'v- Modified Allow. psi : 189.8 189.8 189.8 189.8 189.8. 189.8 fv (actual) ` 1.5 psi : . 111.6 135.6 123.4 115.0 139.4 127.1 Moment @ Left k -in : 0.0 - 1590.4 - 1812.5 00 - 1639.3 •1867.9 Moment @ Right k -in : - 1590.4 - 1812.5 0.0 - 1639.3 - 1867.9 0.0 Max. Mom. @ Mid -Span k -in : 0.0 1618.2 0.0 0.0 1659.9 0.0 X -Dist ft : 0.00 24.67 0.00 0.00 24.67 0.00 Shears: Left k : 0.00 21.75 20.76 0.00 22.37 21.39 Right k : -19.01 -22.50 0.00 •19.59. -23.13 0.00 Reaction @ Left DL k : 0.00 12.18 13.23 0.00 13.37 14.49 LL k : 0.00 28.59 30.03 0.00 28.59 30.03 Total k : 0.00 40.77 43.26 0.00 41.96 44.52 Reaction @ Right In k : 12.18 13.23 0.00 13.37 14.49 0.00 LL k : 28.59 30.03 0.00 28.59. 30.03 0.00 Total k : 40.77 43.26 0.00 41.96 44.52 0.00 Max. Defl. @ Mid Span in : 0.329 1.316. 0.243 0.334 - 1.348 0.245 X -Dist ft : 0.00 24.67 9.00 0.00 24.67 9.00 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 2400.0 2400.0 2400.0 2400.0 2400.0 2400.0 Fv:Basic Allowable psi : 165.0 165.0 165.0 165.0 165.0 165.0 Elastic Modulus ksi : 1800 1800 1800 1800. 1800 1800 Load Duration Factor 1.15 1.15 1.15 1.15 1.15 1.15 APPLIED LOADS Use live Load on This Span ? Yes Yes Yes Yes Yes Yes Uniform 01 plf : 270.0. 270.0 270.0 295.0 295.0 295.0 LL plf : 615.0. 615.0 615.0 615.0 615.0 615.0 Point DL # : 3150.00 3900.00 3500.00 4300.00 LL # : 7900.00 8900.00 7900.00 8900.00 X -Dist. ft : 0.25 9.00 0.25 9.00 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear # : 0.00 21.75 20.76 0.00 22.37 21.39 Moment k -in : 0.00 - 1590.36 - 1812.51 0.00 •1639.26 - 1867.86 Deflection in : 0.329 0.000 0.000 0.334 0.000 0.000 Cl VA AR9 IA 10A20G citicnrni r nr.... U/ lb..... VUIf1Rf101ACI A Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date: 06109/07 Page: MULTI -SPAN TIMBER BEAM DESIGN PBC BUILDING G ROOF REVIEW G•(EXIST) G- (EXIST) G- (EXIST) G -(NEW) G -(NEW) G -(NEW) GENERAL DATA - 1 2 3 - 5 6 7 All Spans Simple Support ?? : NO Spans Length ft : 9.00 50.00 9.00 9.00 50.00 9.00 End Fixity: : Free :Pin Pin:Pin Pin:Free Free:Pin Pin:Pin Pin :Free Beam Width in : 6.750 6.750 6.750 6.750 6.750 6.750 Beam Depth in : 33.00 33.00 33.00 33.00 33.00 33.00 CALCULATED VALUES ;OK- -OK- -OK- -OK- -OK- •OK- F'b- Modified Allow. psi : 2466.6. 2466.6 2466.6 2466.6 2466.6 2466.6 fb - Actual. psi : 1298.1. 1876.1 1876.1 1328.1 1915.8 1915.8 F'v- Modified Allow. psi : 189.8 189.8 189.8 189.8, 189.8 189.8 fv (actual) * 1.5 psi : 111.6 141.0 153.7 114.0 141.2 156.7 Moment @ Left k -in : 0.0 . - 1590.4 - 2298.5 0.0 •1627.1 - 2347.1 Moment @Right k -in : - 1590.4 - 2298.5 0.0 - 1627.1 - 2347.1 0.0 Max. Mom. @ Mid -Span k -in : 0.0 1383.8 0.0 0.0 1341.4 0.0 X -Dist ft : 0.00 23.67 0.00 0.00 23.67 0.00 Shears: Left k : 0.00 20.94 25.26 0.00 20.93 25.71 Right k : -19.01 -23.31 0.00 - 19.36 . -23.32 0.00 Reaction @ Left DL k : 0.00 11.93 14.88 0.00 12.26 15.35 LL k : 0.00 28.03 33.69 0.00 28.03 33.69 Total k : 0.00 39.96 48.57 0.00 40.29 49.04 Reaction @ Right DL k : 11.93 14.88 0.00 12.26 15.35 0.00 LL k : 28.03 33.69 0.00 28.03 33.69 0.00 Total k : 39.96 48.57 0.00 40.29 49.04 0.00 Max. Defl. @ Mid Span in 0.191 -1.018 -0.104 0.153 -0.966 - 0.151 X -Dist ft : 0.00 24.00 9.00 0.00 24.00 9.00 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 2400.0 2400.0 2400.0 2400.0 2400.0 2400.0 Fv:Basic Allowable psi : 165.0 165.0 165.0 165.0 165.0 165.0 Elastic Modulus ksi : 1800 1800 1800 1800 1800 1800 Load Duration Factor 1.15 1.15 1.15 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Yes Yes Uniform DL plf : 270.0 270.0 270.0 270.0 270.0 270.0 LL plf : 615.0 615.0 615.0 615.0 615.0 615.0 Point DL N : 3150.00 5300.00 3500.00 5750.00 LL !/ : 7900.00 12000.00 7900.00 12000.00 X -Dist. ft : 0.25 9.00 0.25 9.00 QUERY VALUES Location ft 0.00 0.00 0.00 0.00 0.00 0.00 Shear // : 0.00 20.94 25.26 0.00 20.93 2571 Moment k -in : 0.00 •1590.36 - 2298.51 0.00 -1627.11 - 2347.11 Deflection in : 0.191 0.000 0.000 0.153 0.000 0.000 CB M. iR9 Irl 1QR4.QF FmFRI:AI r Amen W Knnnv ICWf1Rf1Q1LSI .A