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Permit CITY TIGARD BUILDING PERMIT II I C PERMIT #: BUP2007 - 00359 OMMUNITY DEVELOPMENT DATE ISSUED: 7/9/2007 TIGARD 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171 PARCEL: 2S 113AB -01400 SITE ADDRESS: 07324 SW DURHAM RD BLDG H 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: $ 56,605.00 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 $385.90 [TAX] 8% State Surcha 7/9/2007 $30.87 Total $416.77 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: AI `Am / � , 1 Permittee Signature: 14,4 / 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. BUP2007-00359 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 310 Crawl drain 920 Suppression trip test 315 Post/beam plumbing Misc. inspection: eam P g 998 Alarm final 320 Plumbing rough -in 999 Sprinkler 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 t ' � l.? R ;; BUILDING PERMIT l � , ; CITY OF TIG�4 i RD ������� PERMIT #: BUP2007 -00359 *; , ° .� COMMUNITY DEVELOPMENT DATE ISSUED: 7/9/2007 T I A R' 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171 " =r +' D PARCEL: 2S113AB - 01400 SITE ADDRESS: 07324 SW DURHAM RD BLDG H 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: $ 56,605.00 Owner: Contractor: PACIFIC REALTY ASSOCIATES PACIFIC ROOFING COMPANY INC 15350 SW SEQUOIA PKWY #300 -WMI PO BX 1728 PORTLAND, OR 97224 BEAVERTON, OR 97075 Contact #: PRI 503 - 647 - 28/94 Phone: FAX 503 - 647 -7415 Reg #: LIC 41571 FEES REQUIRED ITEMS AND REPORTS Description Date Amount [BUILD] Permit Fee 7/9/2007 $385.90 [TAX] 8% State Surcha 7/9/2007 $30.87 Total $416.77 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 - A '.' A Permittee Signature: A .4 , /�. ■ , • 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. il C' Y c ���, BUILDING PERMIT CITY OF TIGARD l '° - COMMUNITY DEVELOPMENT PERMIT #: BUP2007 - 00359 DATE ISSUED: 7/9/2007 'TIGARD 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171 " ' '' "' �'' g PARCEL: 2S113AB -01400 SITE ADDRESS: 07324 SW DURHAM RD BLDG H ZONING: I - 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: $ 56,605.00 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 $385.90 [TAX] 8% State Surcha 7/9/2007 $30.87 Total $416.77 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: (`� ` o!, , Aer , . Permittee Signature: 441 /` . ,/1 ` . „../.....,,, 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. Ii,gi"l'''''' 'i"' :r� ��� �°� BUILDING PERMIT „ 1 t '° PERMIT : BUP2007 00359, a, COMMUNITY DEVELOPMENT ED DATE ISSUED: 7/9/2007 FfIGAR6 13125 SW Hall Blvd. Tigard, OR 97223 503.639.4171 "" "'' "t,,,,,!fh.', PARCEL: 2S113AB - 01400 SITE ADDRESS: 07324 SW DURHAM RD BLDG H ZONING: I - 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: $ 56,605.00 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 $385.90 [TAX] 8% State Surcha 7/9/2007 $30.87 Total $416.77 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 s , iiii _4 - Permittee Signature: Ak / 4 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. ' "I' 4‘.,-.4't CITY O I ® BUILDING PERMIT F "'° . COMMUNITY DEVELOPMENT PERMIT #: BUP2007 00359 y .� DA TE ISSUED: 7/9/2007 , T IGA RD , ' 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171 PARCEL: 2S113AB-01400 SITE ADDRESS: 07324 SW DURHAM RD BLDG H 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: $ 56,605.00 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 $385.90 [TAX] 8% State Surcha 7/9/2007 $30.87 Total $416.77 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: �y i Ale . , � i . 4 . Permittee Signature: AC" ' j g, , ' _ s 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. r ,BuildinE Permit Application Re ROOT .,,, T �Y „, k,T," %t , f r dr Mr one r a 1 ; h �"� nW ' I' r ! ld. ry��ll i �. t 1 r ! r xI ar n� i 4 �7 1�FOHpFtICLUSLONLI 1 II :{h :ka 7 u ,l f \ l;k, �^ , . �, i b ,� Fi i. Bb ' L 1 f 1 �. �:I it 1 �..�..,' +�+� m i ,�r� I - � � 6� Receive. -yi , „ City of Tigard Receiv , 9 G � Permit No.: / �, t ' 13125 SW Hall Blvd., Tigard, OR 97223i i tJ f. Plan Review ' r i ® Phone: 503.639.4171 Fax: 503.598.1960 ^ 10 01 Date/By. Other Permit: T t G'A ItD Inspection Line: 503.639.4175 r Date Ready/By: IHE El See Page 2 for r4^ ,' Internet: www.tigard- or.gov Ci b Or T IG RD Notified/Method: Supplemental Information eUIL DRNG DIVISION TYPE OF WORK REQUIRED DATA: 1- AND 2- FAMILY DWELLING ❑ New construction ❑ Demolition Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all [I Addition /alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. El 1 -and 2 -family dwelling [ Commercial /industrial Valuation: $ ❑ Accessory building ❑ Multi- family Number of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: '7 3 ) 14 A or iN®. g S New dwelling area: square feet City /State /ZIP: Garage /carport area: square feet Suite/bldg. /apt. no.: Project name: Covered porch area: square feet Cross street /directions to job site: Deck area: square feet Other structure area: square feet REQUIRED DATA: COMMERCIAL - USE CHECKLIST Subdivision: Lot no.: Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all Tax map /parcel no.: equipment, materials, labor, overhead, and the profit for the DESCRIPTION OF WORK work indicated on this application. (� _ -. Valuation: $ S 3 ( •j ��\ Existing building area: square feet New building area: square feet ❑ PROPERTY OWNER • ❑ TENANT Number of stories: Name: P -A.,A, 1,,, Type of construction: Address: Occupancy groups: City /State /ZIP: Existing: Phone: ( ) Fax: ( ) New: ❑ APPLICANT ❑ CONTACT PERSON NOTICE Business name: All contractors and subcontractors are required to be Contact name: licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: jurisdiction in which work is being performed. If the City /State /ZIP: applicant is exempt from licensing, the following reasons apply: Phone: ( ) Fax:: ( ) E -mail: CONTRACTOR Business name: P4L: e.Or .� BUILDING PERMIT FEES* 1/ vet Str1 f�- fl W LJ &- (j r.0 ,g (Please refer to fee Address: T City /State /ZIP: N t) r .1.1., r, �S 0 Structural plan review fee (or deposit): Phone: (SzS ) � /_y z _ p S ( Fax: (Sb3) G 41 -74 1 6 CCB lic.: 7 FLS plan review fee (if applicable): �J 7 1) Total fees due upon application: -J_ ,6 q � Amount received: (� � , Authorized signature:�7-- This permit application expires if a permit is not obtained p � within 180 days after it has been accepted as complete. Print name: �4/t v0ec.` Date: 7 _ ` * Fee methodology set by Tri County Building Industry r Service Board. 1:\ Building \Permits' ROOF-Perm itApp.doc 06/26/06 440- 4613T(1l /02 /COM/WEB) City of Tigard Building Department .; ;' '; ,, Tigard, 0 : ', 13125 SW Hall Blvd., Ti g OR 97223 Phone: (503) 639 -4171 ' ; ,,, Re-Roof re- Inspection Report Form u , ,; , IT I M1 �� 0T, A R D ' Requested by 1 1 ��*�.s'��:wzsx3'�' Telephone ( CZ) 3 ) /0 7--,,s:3 0 3 Job Address _ A : Al _ 1., -- i Roof Access Location ■ 4 Date Requested — ,S- 0 7 Time RequestedeeLe' . i7� , AL, (fl . j Type of Existing Roof m - 1. Slope of roof deck / foot (ratio) (ratio) % �7�1 t •+ 2. Roof/Penetrations/General Conditions Fair ❑ Poor 3. Are there blisters? ❑ Yes (No 4. Are there cracks? ❑ Yes E No 5. Is there evidence of water ponding? ❑ Yes gNo 6. Is moisture present under roofing (leak)? `SYes ❑ No 7. Is roof insulation existing? VIO ❑ No 8. Is roof insulation wet? ',Yes ❑ No 9. Property line setbacks on all sides > 10 feet Yes ❑ No 10. Roof Area ❑ < 6000 sq. ft )J> 6000 sq. R 11. Building height< 2 Stones ❑ > 2 Stories 12. Class of roof required ❑ Non-rated *A 13. Type roof deck ❑ B. ❑ C. Combustible ❑ Non - Combustible 14. Roof drains 111 Provided ❑ Required 0 Adequate 15. Overflow drains ,provided ❑ Required ❑ Adequate 16. Attic ventilation RI,Provided ❑ R'' .1,... 0 Adequate 17. Roof listing ❑ Provided el Required 18. Scope of work ❑ Tear off ►i ! eriay / �AyeK._ crxtSi 7A16i To re -roof this structure the following conditions must be met The re-roof proposal is 1S1Approved for permit issuance if the conditions listed above are met. After obtaining your permit you must contact the Building Division for an in 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 built p r..fin• - stem (overlay), the first inspection is at the start of the job After the re-roof is complete, a final inspection is required. Inspector �41111110 G Ext. Z6 Date III _ ...co.,. Peens, 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 r. ? p o as Class A by an approved testing agency. Class A roof assem- S. .- 9 36 c c c �' CO 3 blies shall be permitted for use in buildings or structures of all f a c r' 3 �. E f types of construction. -' °° — _ Exception: Class A roof assemblies include those with cov- c n - K n - ,:--; $ Z ern s of brick, masonry. slate, clay or concrete roof tile, ex m ° ° F u , $ posed concrete roof deck, ferrous or copper shingles or ° m 5 5 o. c ro co _ _ -n C shee $ c s. n ' 5 ' o $ : - -.0a3 c. < c O 15063 Class B roof assemblies- Class B roof assemblies are c 2 a 0, 3 H ° g. =,' 3 those that are effective against moderate fire -test exposure. Z- F p n n ( a _ n = -I Class B roof assemblies and roof coverin sha be listed and ° x >: c 3 4r w to as N n identified as Class B by an approved testing agency. n 0 _ a C� = o _ 0 m < r Q . - - * a � Exception: Class B roof assemblies include those with cov- � 3 g o 3 C � W y = z o Brings of metal sheets and shingles. 2 R g £ 0 • ch 1506.4 Class C roof assemblies. Class C roof assemblies are n 0- -. G co-' f Si _. o e -, = -4 0 o those that are e against light fire -test exposure. Class C c 5" co, m 0. n [a C r c x. roof assemblies and roof coverings sha be listed and identified n G E = , 3 v ,a n n as Class C by an approved testing agency. F o? s 3 f c - 3 n r 1 • a c • OD < Z — n m 15063 Nonclassified roofing. Nonclassified roofing is ap- 2 c n n 7- a. 3. 5.c nn aN x proved material that is n o t as a Class A. B a C roof cover a. 7-,:' n n ` c ; ^ O r 'i Z .< = - < ing. . —, s. cp. o n n > . z 1506.6 Fire- retardant- treated wood shingles and shakes. H c a , a. ` . E Fire-retardant-treated wood shakes and shingles shall be treated 5. = m 3 °; m A ' _ by impregnation with chemicals by the full -cell vacuum -pres- Q m- ° 9 9. 3 3 9., 3 w n m sure process, in accordance with AWPA Cl. Each b shall r g F '. T ti, - _ 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 11 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. 001 7 60 55 I STRUCTURAL CALCULATIONS FOR PACTRUST BUILDING CENTER TIGARD, OREGON -- BUILDING H RE -ROOF -- ,a9 P ROF�C� fi, cv 1 ;7 •R ON • O 'yN E. NOFtOs' armaninir N. PO Contents Details A - B D1 - D2 Plans P1 Contact Person: John E Nordling, PE Gravity Calculations GI - G14 NORDLING Proj. No.: 07 -178 si ' PBC BUILDING H k a N c >: STRUCTURAL ROOF REVIEW ENGINEERS LLC PAC TRUST 6775 SW 111th, Suite 200 . Beaverton OR, 97008 Date: JUN 2007 By: JEN Sheet No.: COVER .., 10 20V-i' ip'cr'' 1.4 et 204" 1-0'•0' MP5J04.62.1'1'..le.t. ■ S. ICS 1 27 4C> eh OA , N.1•7 .L. IV vet ibr 0 I /4 W O 4 WIZ . -■ 7.' Li 1St 0 o i I ,. .._ AI • , 040, 0 /1 • _ , : .1. e r 4 -• -. _ ,„ , . - k .,..- - tr \_,- • ' • 2 ,i1 , , 4 ,,,z,!, - J .11r. 0 'P , 1 I 1 4 1, .1 1 - 1 A __.: , 4 4 ) A. a 10/ ; / ;4 0 . Arh 4 li W O w 1 e W 2 all • t 1 o, CI ■• ■ I' ..9 - a i -N t • ail! qr -‘ .' ' ' I ,5'.' - -....--ger pi, . .1 .i, • 4, ® t .(); To <) . ---=.- ';- - - ' " -------1 4 . ,..... i + . A Ala 4 t .b " - 3 .4,-- ' . 61 Al/ f Al A 115 %, - I • M1) il 0 11ir. ..,,_ A . E;) :- --- I F .4 . y._.., 1 °L *.Ati l et • -, C -5— QTAI littP TA 0 UV 4 + - ' '- - ' . 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No.: 07 -178 DING i STRUCTURAL P Roo I w REVIE o - n ,a4- `44 ENGINEERS, LLC PAC TRUST 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: JUN 2007 By: JEN Sheet No.: 64.1 • . . 0 ((...(/ •341.1/q. ED O � ,.� . . . • . y 130- I ico .. T) L ) . - . 5;o.) Slsa , : : • : (:Aai, 1,...h. - (AC $�S4-y • N14J w (atS� 910g-r, T . ( (- . . . . .. . . . . . . • . . .•• 11111 11111 1111i1 111!11 1 111! li11 1 ,: P t d . . A IA'k'0 S b -o 9` : o I : [ . ! � 1 =) Gl.CD • • • NORDLING prof. No.: 07 -178 M P R STRUCTURAL OF REVIEW BUILDING H 1 4'0 , `'�'' PAC TRUST �° ` ENGINEERS, LLC 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: JUN 2007 By: JEN Sheet No.: • Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date: 06/09107 Page: MULTI -SPAN TIMBER BEAM DESIGN PBC BUILDING H - 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. 33 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 plf : 50.0 50.0 200.0 200.0 QUERY VALUES Location ..... ft : 0.00 0.00 0.00 0.00 Shear it : 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 • V4.4R7 (r MI AS FNFRI'.AI C Anima W ken„tt vwnanoinci it 1' Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date: 06109107 Page: MULTI -SPAN TIMBER BEAM DESIGN PBC BUILDING H - ROOF REVIEW F-(NEW) C- (EXIST) C -INEW) D- (EXIST) D -(NEW) E- (EXIST) E -(NEW) F•(EXIST) GENERAL DATA - 1 2 3 4 5 6 7 8 All Spans Simple Support ?? YES Spans Length ft : 9.50 9.50 35.00 35.00 35.00 35.00 39.00 End Fixity: Pin :Pin Pin:Pin 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 6.750 6.750 Beam Depth in : 12.00 12.00 19.50 19.50 21.00 21.00 33.00 33.00 CALCULATED VALUES -OK- -OK- No Good! No Good! No Good! No Good! •OK- -OK- F'b- Modified Allow. psi : 2760.0 2760.0 2615.1 2615.1 2593.6 2593.6 2466.6 2466.6 fb - Actual. psi : 739.5 760.4 3114.2 3178.6 .2944.4 3018.5 1648.1 1694.7 F'v- Modified Allow. psi : 166.8 166.8 166.8 166.8 166.8 166.8 166.8 166.8 fv (actual)* 1.5 psi .61.2 63.0 131.1 133.8 131.5. 134.8 99.2 102.0 Moment @ Left k -in : 0.0 0.0 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 0.0 0.0 Max. Mom. @ Mid -Span k -in : 119.8 123.2 1332.2 1359.7 1460.8 1497.6 2019.1. 2076.2 X -Dist ft : 4.75 4.75 17.50 17.50 17.50 17.50 19.50 19.50 Shears: Left k : 4.20 4.32 12.69 12.95 13.91 14.26 17.26 17.74 Right k : - 4.20 -4.32 -12.69 -12.95 -13.91 -14.26 -17.26 -17.74 Reaction @ Left DL k : 1.28 1.40 3.94 4.20 4.29 4.64 5.26 5.75 LL k : 2.92 2.92 8.75 8.75 9.62 9.62 11.99 11.99 Total k : 4.20 4.32 12.69 12.95 13.91 14.26 17.26 17.74 Reaction @ Right DL k : 1.28 1.40. 3.94 4.20 4.29 4.64 5.26 5.75 LL k : 2.92 2.92 8.75 8.75 9.62 9.62 11.99 11.99 Total k 4.20 4.32 12.69 12.95 13.91 14.26 17.26 17.74 Max. Defl. @ Mid Span in - 0.093 -0.095 -3.260 -3.328 -2.862 -2.934 -1.266 -1.302 X -Dist ft : 4.75 4.75 17.50 17.50 17.50. 17.50 19.50 19.50 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 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 2400.0 2400.0 Fv:Basic Allowable psi : 145.0 145.0 145.0 145.0 145.0. 145.0 145.0 145.0 Elastic Modulus ksi : 1800 1800 1800 1800 1800 1800 1800 1800 Load Duration Factor 1.15 1.15 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 Yes Yes Uniform DL plf : 270.0 295.0 225.0 240.0 245.0 265.0 270.0 295.0 LL pif : 615.0 615.0 500.0 500.0 550.0 550.0 615.0 615.0 QUERY VALUES Location ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Shear ;Y : 4.20. 4.32 12.69 12.95 .13.91 14.26 17.26 17.74 Moment k -in : 0.00 0.00 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 0.000 0.000 V4.4R2 irl 1983315 FNFRCAI C Primo W Vonnu VWnRn01ACI A Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date: 06109107 Page: MULTI -SPAN TIMBER BEAM DESIGN PBC BUILDING H • ROOF REVIEW G- (EXIST) G- (EXIST) G•(NEW) G - (NEW) GENERAL DATA - 1 2 - - 4 5 - All Spans Simple Support ?? : NO Spans Length ft : 49.00 13.00 49.00 13.00 End Fixity: Pin:Pin Pin:Free Pin:Pin Pin:Free Beam Width in : 6.750 6.750 6.750 6.750 Beam Depth in : 33.00 33.00 33.00 33.00 CALCULATED VALUES -OK- -OK- -OK- OK F'b- Modified Allow. psi : 2466.6 2466.6 2466.6 2466.6 fb • Actual. psi :. 2200.3 2200.3 2261.5 2261.5 F'v- Modified Allow. psi : 166.8 166.8 166.8 218.5 fv (actual) ° 1.5 psi : 137.0 134.4 140.8. 138.2 Moment @ Left k -in : 0.0 - 2695.7 0.0 - 2770.6 Moment @ Right k -in : - 2695.7 0.0 - 2770.6 0.0 Max. Mom. @ Mid -Span k -in : 1420.3 0.0 1459.7 0.0 X -Dist ft : 18.29 13.00 18.29 13.00 Shears: Left k : 13.06 21.96 13.42 22.57 Right k : -22.22 0.00 - 22.84. 0.00 Reaction @ Left DL k : 3.99 13.50 4.35 14.73 LL k : 9.07 30.68 9.07 30.68 Total k : 13.06 44.18 13.42 45.41 Reaction @ Right DL k : 13.50 0.00 14.73 0.00 LL k : 30.68 0.00. 30.68 0.00 Total k : 44.18 0.00 45.41 0.00 Max. Defl. @ Mid Span in : -1.011 -0.638 -1.039 -0.655 X -Dist ft : 20.25 13.00 20.25 13.00 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi 2400.0 2400.0 2400.0 2400.0 Fv:Basic Allowable psi : 145.0 145.0 145.0 190.0 Elastic Modulus ksi : 1800 1800 1800 1800 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 : 220.0 220.0 240.0 240.0 LL plf : 500.0 500.0 500.0 500.0 Point DL f/: 3850.00 4200.00 LL /! : 8750.00 8750.00 X =Dist. ft : 13.00 13.00 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 Shear N : 13.06 21.96 13.42 22.57 Moment k -in : -0.00 - 2695.68 -0.00 - 2770.56 Deflection in : 0.000 0.000 0.000 0.000 611 V4.4B2 (c) 1983 -95 ENFRCAI C a.,,,.e IN ve,,,.,, vurnann1eei e Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date: 06109/07 Page: MULTI -SPAN TIMBER BEAM DESIGN PBC BUILDING H - ROOF REVIEW H- (EXIST) H- (EXIST) H -(NEW) H -(NEW) GENERAL DATA - 1 2 - - 4 5 - All Spans Simple Support ?? : NO Spans Length ft : 49.00 13.00 49.00 13.00 End Fixity: Pin:Pin Pin:Free Pin:Pin Pin:Free Beam Width in : 6.750 6.750 6.750 6.750 Beam Depth in : 34.50 34.50 34.50 34.50 CALCULATED VALUES -OK- -OK -OK- -OK- F'b- Modified Allow. psi : 2454.4 2454.4 2454.4 2454.4 fb - Actual. psi : 2221.4 2221.4 2277.3 2277.3 F'v- Modified Allow. psi : 166.8 166.8 166.8 218.5 fv (actual) • 1.5 psi : 143.0 141.5 146.6 145.0 Moment @ Left k -in : 0.0 - 2974.5 0.0 -3049.4 Moment @ Right k -in : •2974.5 0.0 - 3049.4 0.0 Max. Morn. @ Mid -Span k -in : 1568.9 0.0 1608.4 0.0 X -Dist ft 18.29 13.00 18.29 13.00 Shears: Left k : 14.42 24.23 14.78 24.84 Right k : -24.54 0.00 •25.15 0.00 Reaction @ Left DL k : 4.44 15.05 4.80 16.28 LL k : 9.98 33.72 9.98 33.72 Total k : 14.42 48.77 14.78 50.00 Reaction @ Right DL k : 15.05 0.00 16.28 0.00 LL k : 33.72 0.00 33.72 0.00 Total k : 48.77 0.00 50.00 0.00 Max. Defl. @ Mid Span in : -0.978 -0.614 .1.003 -0.630 X -Dist ft : 20.25 13.00 20.25 13.00 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 2400.0 2400.0 2400.0 2400.0 Fv :Basic Allowable psi : 145.0 145.0 145.0 190.0 Elastic Modulus ksi : 1800 1800 1800 1800 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 pif : 245.0 245.0 265.0 265.0 LL plf : 550.0 550.0 550.0 550.0 Point DL # : 4300.00 4650.00 LL # : 9600.00 9600.00 X -Dist. ft : 13.00 13.00 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 Shear # : 14.42. 24.23 14.78 24.84 Moment k -in : -0.00 -2974.53 -0.00 3049.41 Deflection in : 0.000 0.000 0.000 0.000 VA AR, Ir1 1C1111- FNMA! r: Rniro W IConnv WWWQ14CI .A Nordling Structural Engineers LLC 6775 SW 111th, Suite 200 Beaverton, OR 97008 Date: 06109107 Page: MULTI - SPAN TIMBER BEAM DESIGN PBC BUILDING H - ROOF REVIEW I- (EXIST) [(EXIST) I- (EXIST) I-(NEW) I -(NEW) I- (NEW) GENERAL DATA . - 1 2 3 - - 5 6 7 - All Spans Simple Support ?? : NO Spans Length ft 14.00 50.00 9.00 14.00 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 : 34.50 34.50 34.50 34.50 34.50 34.50 CALCULATED VALUES -OK- -OK- -OK- -OK- -OK- .` -OK- Feb-Modified Allow. psi : 2454:4 2454.4 2454.4 2454.4 2454.4 2454.4 fb - Actual. psi : 1294.8. 1716.5 1716.5 1329.1 1761.9 1761.9 Fey-Modified Allow. psi : 166.8 166.8 166.8 166.8 166.8 166.8 fv (actual)* 1.5 psi : 90.4 131.5 146.3 92.8 135.2 150.2 Moment @ Left k -in : 0.0 - 1733.8 - 2298.5 0.0 - 1779.7. -2359.3 Moment @ Right k -in : -1733.8 - 2298.5 0.0 - 1779.7 - 2359.3 0.0 Max. Mom. @ Mid -Span k -in : 0.0 1308.6 0.0 0.0 1349.2 0.0 X -Dist ft : 0.00 24.00 0.00 0.00 24.00 0.00 Shears: Left k : 0.00 21.18 25.26 0.00 21.78 25.94 Right k : -16.59 -23.07 0.00 -17.04 -23.72 0.00 Reaction @ Left DL k : 0.00 11.54 14.77 0.00 12.59 16.09 LL k :. 0.00 26.23 33.57 0.00. 26.23 33.57 Total k 0.00 3737 48.33 0.00 38.82 49.66 Reaction @ Right DL k : 11.54 14.77 0.00 12.59 16.09 0.00 LL k : 26.23 33.57 0.00 26.23 33.57 0.00 Total k : 37.77 48.33 0.00 38.82 49.66 0.00 Max. Defl. @.Mid Span in : 0.014 -0.813 -0.121 0.019 -0.840 -0.121 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 : 145.0 145.0 145.0 145.0 145.0 145.0 Elastic Modulus ksl : 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 : 270.0 270.0 270.0 295.0 295.0 295.0 LL plf : 615.0 615.0 615.0 615.0 615.0 615.0 Point DL N : 1300.00 5300.00 1400.00 5750.00 LL // : 2900.00 12000.00 2900.00 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 21.18 25.26 0.00 21.78 25.94 Moment k -in 0.00 - 1733.76 - 2298.51 0.00 - 1779.66 - 2359.26 Deflection in : 0.014 0.000 0.000 0.019 0.000 0.000 II AR') lel 1QRZ.QF PaRCAI r R...,.. W Vann.. VwnanQ1ACI A ID GRID 2 BEAM PSF PSF DL LL Till 12 25 20' W 111111 11111) A A I 36' -0" � , Lt, 0 .0' DETAILED REVIEW OF EXISTING BEAM GL6% x19.5 DF24F Forces atStation R1 R2 x V M fv fv/Fv fb fb/Fb Rm. 4,320 4,320 LL 9,000 9,000 ft lbs ft psi psi _ - m 13,320 13,320 0.0 13,320 0 152 0.55 0 0.00 1.8 11,988 22,777 137 0.49 639 0.28 V MAX 13,320 lbs 3.6 10,656 43,157 121 0.44 1,211 0.53 M MAX 119,880 ft -lbs 5.4 9,324 61,139 106 0.38 1,715 0.75 DEV, LENGTH 7.2 7,992 76,723 91 0.33 2,152 0.94 1 V (d) 12,118 lbs ( 9.0 6,660 89,910 76 0.27 2,522 1.10 fv 138 < 276 10.8 5,328 100,699 61 0.22 2,825 1.23 f1 Psi fb 3,3631 > 1 2,292 psi 12.6 3,996 109,091 46 0.16 3,060 1.34. 11�1 14.4 2,664 115,085 30 0.11 3,228 1.41 (k si 16.2 1,332 118,681 15 0.05 3,329 1.45 0 A DL - 1.21 18.0 0 119,880 0 0.00 3,363 1.47 Z A LL - 2.52 19.8 -1,332 118,681 15 0.05 3,329 1.45 t L / 1 1 21.6 -2,664 115,085 30 0.11 3,228 1.41 0 A m - 172 23.4 -3,996 109,091 46 0.16 3,060 1.34 ? 25.2 - 5,328 100,699 61 0.22 2,825 1.23 T 27.0 - 6,660 89,910 76 0.27 2,522 1.10 CR 1.00 CV 0.83 28.8 -7,992 76,723 91 0.33 2,152 0.94 CD 1.15 CF - 30.6 -9,324 61,139 106 0.38 1,715 0.75 DEV. CL 1.00 32.4 - 10,656 43,157 121 0.44 1,211 0.53 LENGTH 34.2 - 11,988 22,777 137 0.49 639 0.28 36.0 - 13,320 0 152 0.55 0 0.00 NORDLING Proj. No.: 07 -178 PBC BUILDING H �:� STRUCTURAL ROOF REVIEW 4.1 t. sij L � ENGINEERS LLC PAC TRUST 6775 SW i i Ith, Suite 200 • Beaverton OR, 97008 Date: JUN 2007 By: JEN Sheet No.: G10 (D GRID 2 BEAM / STEEL REINFORCING PLATE PSF P9F E n b d yo A Ay d Ad Io OL LL nu Wood Bea 1,800. 1 6.75 19.50. 10.25 131.63 1,349 2.92 1,125 4,171 12 25 20' Steel Plate 29,000 16.1 6.75 0.5 0.25 54.38 14 7.08 2.723 1.133 £ 20.00 186.00 1,363 3,848 4,172 d Sx c 7.33 in Q 385 Lag Screws Top 12.7 633 W Ix 8,020 in Z' 603 Ibs Bottom 7.33 1,095 1 1 1 1 1 1 1 1 1 1 11 # Rows . 2 Joint 6.83 1,175 A A 36' -0" Forces at Station Bendiing Stress M/S Shear Flow x V M F TOP GL F BOT Plate . VQ /Ix Spacing ft Ibs ft -Ibs psi 2292 psi 23.76 lbs /in in 0.0 13,320 0 0 0.00 0 0.00 639 1.89 I I 1.8 11,988 22,777 432 0.19 4,023 0.17 575 2.10 1.4,-(E) GL 634x191/2 3.6 10,656 43,157 818 0.36 7,622 0.32 511 2.36 5.4 9,324 61;139 1,159 0.51 10,798 0.45 447 2.70 4 I 7.2 7,992 76,723 1,455 0.63 13,551 0.57 383 3.15 , 9.0 6,660 89,910 1,705 0.74 15,880 0.67 320 3.77 I-- 10.8 5,328 100,699 1,910 0.83 17,786 0.75 256 4.72 Agri.- 3 i' "4) x 5" LAG 3,996 109,091 2,069 0.90 19,268. 0.81 192 6.29 In` SCREWS 14.4 2,664 115,085 2,182 0.95 20,326 '0.86 128 9.44 MN! 16.2 1,332 118,681 2,251 0.98 20,962 0.88 64 18.87 um re 1/2 x 634 18.0 0 119,880 2,273 0.99 21,173 0.89 0 99.00 19.8 - 1,332. 118,681 2,251 0.98 20,962 0.88 64 18.87 I" il il I" 21.6 -2,664 115,085 2,182 0.95 20,326 0.86 128 9.44 23.4 - 3,996 109,091 2,069 0.90 19268 0.81 192 629 RDL 4,320 4,320 25.2 - 5,328. 100,699 1,910 ' 0.83, 17,786 0.75 256. 4.72 LL 9,000 9,000 27.0 -6,660 89,910 1,705 .' 0.74 - 15,880 0.67 320 3.77 m 13,320 13,320 28.8 -7,992 76,723 1,455 0.63 13,551 0.57 383 3.15 30.6 -9,324 61,139 1,159 0.51 10,798 0.45 447 2.70 Shear 13,320. 32.4 - 10,656 43,157 818. 0.36 7,622 0.32 511 2.36 - 13,320 34.2 - 11,988 22,777 432 0.19 4,023 0.17 575 2.10 119,880 36.0 - 13,320 0 0 0.00 0 0.00 639 1.89 1 Moment' 0 ix 00' OI 4 DL 0.00 -0.628 0.00 4 LL 0.00 -1.309 0.00 3 x 5" LAG SCREW SPACING 4'r. 0.00 -1.937 0.00 4" o/c FIRST 8' -0" 8" o/c FROM 8' -0" TO 12' -0" 18" o/c REMAINDER NORDLING Pro]. No.: 07 -178 PBC BUILDING H 6 . ''. STRUCTURAL ROOF REVIEW yy {, ENGINEERS, LLC PAC TRUST 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: JUN 2007 By: JEN Sheet No.: G11 0 GRID 3 BEAM PSF PSF DL LL Till 12 25 223' W 111111 111111 A d >F 36' -0" I Lu 0.0' DETAILED REVIEW OF EXISTING= BEAM GL6 %x21 DF24F Forces at Station Ri R2 x V M fir fv/FV fb fb/Fb RDL 4,817 4,817 ft lbs ft -lbs psi psi LL - 10,035 10,035 ... - TL 14,852 14,852 - 0.0 14,852 0 157 0.57 0 0.00 1.8 13,367 25,397 141 0.51 614 0.27 V Max 14,852 lbs 3.6 11,881 48,120 126. 0.46 1,164 0.51 M MAX 133,666 ft -lbs 5.4 10,396 68,170 110 0.40 1,649 0.72 DEV. 7.2 8,911 85,546 94 0.34 2,069 0.91 LENGTH V (d) 13,408 lbs 1 9.0 7,426 100,250 79 0.28 2,425 1.07 fv 142 < 276 10.8. 5,941 112,280 63 0.23 2,716 1.19 t psi fb 3,2331 > 1 2,275 psi 12.6 4,456 121,636 47 0.17 2,942 1.29 c� . 14.4 2,970 128,320 31 0.11 3,104 1.36 51 16.2 1,485 132,330 16 0.06 3,201 1.41 Z A DL - 1.08 18.0 0 133,666 0 0.00 3,233 1.42 A LL -2.25 19.8 -1,485 132,330 16 0.06 3,201 1.41 fi L/ 192 21.6 -2,970 128,320 31 0.11 3,104 1.36 2 ok A ,L - 333 23.4 -4,456 121,636 47 0.17 2,942 1.29 ? 25.2 -5,941 112,280 63 0.23 2,716 1.19 27.0 -7,426 100,250 79 0.28 2,425 1.07 CR 1.00 CV 0.82 28.8 -8,911 85,546 94 0.34 2,069 0.91 CD 1.15 CF - 30.6 - 10,396 68,170 110 0.40 1,649 0.72 DEV.. CL 1.00 32.4 - 11,881 48,120 126 0.46 1,164 0.51 LENGTH 34.2 - 13,367 25,397 141 0.51 614 0.27 36.0 - 14,852 0 157 0.57 0 0.00 NORDLING Proj. No.: 07 -178 - 111' . PBC BUILDING H STRUCTURAL �, � ; V ROOF REVIEW ' 4 ' ENGINEERS, LLC PAC TRUST 6775 SW II lth, Suite 200 • Beaverton OR, 97008 Date: JUN. 2007 By: JEN , Sheet No.: G12 .0 . GRID 3 BEAM / STEEL REINFORCING PLATE P3F PSF E n b d yo A Ay d Ad lo DL LL TW Wood Bea 1,800 1 6.75 21.00 11.00 141.75 1,559 2.98 1,259 5,209 12 25 223' Steel Plate 29,000 16.1 6.75 0.50 025 54.38 14 7.77 3,282 1.133 E . 21.50 196.13 1,573 4,542 5,210 d Sx c 8.02 in Q 422 Lea Screws Top 13.5 723 W Ix 9,752 in Z' 603 Ibs Bottom 8.02 1,216 1 1 1 1 1 1 1 1 1 1 1 f{ R ows 2 Joint 7.52 1,297 A A 36 -0" Forces at Station Bending Stress M/S Shear Flow x V M F Tor GL. F BoT Plate VQ /Ix Spacing ft Ibs ft-Ibs psi 2,275 psi 23.76 lbs /in, in 0.0 14,852 0 0 0.00 0 0.00 643 1.87 1.8 13,367 25,397 421 0.19 4,038 0.17 579 2.08 1 r'"-- (E) G �L.63 i 4x21 3.6 11,881 48,120 798 0.35 7,650 0.32 515 2.34 5.4 10,396 68,170 1,131. 0.50 10,838 0.46 450 2.68 1 7.2 8,911 85,546 1,419 0.62 13,601 0.57 386 3.12 9.0 7,426 100,250. 1,663 0.73 15,939 0:67 322 .3.75 10.8 5,941 - 112,280. 1,862 0.82 17,851 0.75 257 4.69 12.6 4,456 121,636 2,018 0.89 19,339 0.81 193 6.25 3 400 x 5" LAG 14.4 2,970 128,320 2,129 0.94 20,401 0.86 129 9.37 mil♦' SCREWS p � I£ 1/2 x 6314 16.2 1,485 132,330. 2,195 0.96 21,039 0.89 64 18.74 18.0 0 133,666 2,217 0.97 _ 21,251 0:89 0 99.00 19.8 -1,485 132,330 2,195. 0.96 21,039 0.89 64 18.74 Ig I" 21.6 -2,970 128,320 2,129 0.94 20,401 0.86 129 9.37 23.4 -4,456 121,636 2,018 0.89 19,339 0.81 193 6.25 Roy 4,817 4,817 25.2 -5,941 112,280 1,862 0.82 17,851 0.75 257 4.69 u. 10,035 10,035 27.0 -7,426 100,250 1,663. 0.73 15,939 0.67 322 3.75 11. 14,852 - 14,852 28.8 -8,911 85,546 1,419 0.62 13,601 0.57 386 3.12 30.6 - 10,396 68,170 1,131 0.50 10,838 0.46 450 2.68 Shear 14,852 32.4 - 11,881 48,120 798, 0.35 7,650 0.32 515 2.34 14,852 34.2 - 13,367 25,397 421 0.19 4,038 0.17 579 2.08 133 36.0 - 14,852 0 0 0.00 0 0.00 643 1.87 1 Moment' 0 a.nn 0, A DL 0.00 -0.576 0.00 A:LL 0.00 -1.200 0.00 3 404) x 5" LAG SCREW SPACING A m 0.00 -1.776 0.00 4" o /c. FIRST S' -0" 8" o/c FROM 8' -0" TO I2' -0" 18" o/c REMAINDER NOIDLING Proj. No.: 07 -178 PBC BUILDING H STRUCTURAL ROOF REVIEW ,u,,., ENGINEERS, LLC PAC TRUST 6775 SW 111th. Suite 200 Beaverton OR, 97008 Date: JUN 2007 By: JEN Sheet No.: G13 • . y a { e - 3 � �� .S � it ; �. r r �,,� .� .� -s a � ��'�"^'� m {�S, t t� r. t s " . �..�= trcRx; � �` �. ,F �, �t .. s, .x., M d.�°,�,,. ,.. - , ..... � Ada ..�C_. _,..r N �. � `. ., ir �ra` mss,. Y�b. � Connection Type Wood -Metal Lag Screw Main Member Side Member Size 3/8" 0 Member GL 6'/, x19 Member 1/2" Steel Plate Fyb 45,000 Species GL 24F -V4 Species Steel A36 Penetration 3" Load Angle 0 ° Load Angle 0 ° # in Row (12) Thickness 6.75 Thickness 0.5 Spacing in Row 4" Width 19.5 Width 12 Row Spacing 3.25" Withdrawal 1,052 lbs Re 0.10 Foil 5,600 Fe p . 58,000 k 4.24 Fe j_ 3,650 Fe _i_ N/A k, 1.00 Fe.m 5,600 Fe4s 58,000 Edge Distance Adjustment Factors I / D 1.33 CD 1.15 Snow minimum • 0.56" CM 1.00 Dry End Distance G 1.00 T< =100° minimum I I 2.63" Cg 0.97 Group Action minimum _L 1.50" C 1.00 Distance & Spacing Spacing Distance Ce 1.00 Side Grain minimum 1.50" Row Spacing minimum I I 0.56" Group Action Factor minimum _L 0.56" REA 0.734 En psi 1,800,000 E6 psi 29,000,000 I Z' = 603 lbs Am in' 131.63 Yeild Mode As in . 6.00 Mode Is (9.3 - 1) Z = 2,719 lbs m 0.95 Mode Ills (9.3 -2) Z = 758 lbs u 1.00 Mode IV (9.3 -3) Z = 543 lbs 7 62,003 NORDLING Proj. No.: 07 -178 T v PBC BUILDING H STRUCTURAL ROOF REVIEW ENGINEERS, LLC PAC TRUST 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: JUN 2007 By: JEN Sheet No.: G14