Loading...
20050438City of Yelm Community Development Department Building Division Phone: (360)458-8407 Fax: (350)458-3144 Applicant: Name: Landshapes NW, Inc. Address: 1151E 112th Street Project Information: Project: Autumn Hill, phase II Description of Work: 2122 SFR, Lot 17-Void Site Address: 10685 Umtanum St. SE Fees: Item Acct Code ----------- ------------- Building Permit 100-500k 032 001-322-10-00 Building Plan Review 100 001-345-83-00 Mechanical Permit 032 001-322-10-00 Plumbing Permit 032 001-322-10-00 Sewer ERU 802 412-343-50-01 Sewer Inspection 805 412-343-80-00 Water ERU 715 401-343-80-02 Water Meter (SFD) 712 401-343-80-01 Water Deposit 740 402-389-00-00 Traffic Facilities Charge 420 120-345-85-00 Sewer Deposit 742 402-389-01-00 State Building Fee 160 001-386-00-00 Fire District Impact Fee 105 001-345-85-00 TOTAL FEES: Permit Fees Schedule Permit No: BLD-05-0438-YL Phone: 253.537.6370 City: Tacoma State: WA Zip 98445 Assessor Parcel No. 32660001700 Item Fee Base Amt --------- Unit Fee Unit Rate No. Units Unit Desc 1,639.99 993.75 -------- 646.24 ---------- 5.6000 ----------- 115.4000 ---------- $1,000 692.89 0.00 0.00 0.0000 0.0000 78.25 0.00 0.00 0.0000 0.0000 125.00 20.00 105.00 7.0000 15.0000 Fixture 5,569.00 0.00 5,417.00 5,417.0000 1.0000 ERU 145.00 0.00 145.00 145.0000 1.0000 ERU 1,500.00 0.00 1,500.00 1,500.0000 1.0000 ERU 300.00 300.00 0.00 0.0000 0.0000 40.00 40.00 0.00 0.0000 0.0000 757.50 0.00 757.50 750.0000 1.0100 Peak PM Trip 50.00 50.00 0.00 0.0000 0.0000 4.50 4.50 0.00 0.0000 0.0000 598.75 0.00 598.75 0.2160 2,772.0000 square foot $11,500.88 ~~ 7d City of Yelm Community Development Department Building Division Phone: (360)458-8407 JJJ ~. Fax: (360)458-3144 ~ ~~ r i Applicant: Name: Landshapes NW, Inc. Address: 1151E 112th Street Project Information: Project: Autumn Hill, phase II Description of Work: 2122 SFR, Lot 17-Void Site Address: 10685 Umtanum St. SE Fees: Item Acct Code Building Permit 100-500k 032 001-322-10-00 Building Plan Review 100 001-345-83-00 Mechanical Permit 032 001-322-10-00 Plumbing Permit 032 001-322-10-00 Sewer ERU 802 412-343-50-01 Sewer Inspection 805 412-343-80-00 Water ERU 715 401-343-80-02 Water Meter (SFD) 712 401-343-80-01 Water Deposit 740 402-389-00-00 Traffic Facilities Charge 420 120-345-85-00 Sewer Deposit 742 402-389-01-00 State Building Fee 160 001-386-00-00 Fire District Impact Fee 105 001-345-85-00 TOTAL FEES: City: Tacoma Permit Fees Schedule ~~~~-'~"'~ rmit No: BLD-05-0438-YL ,~ Phone: 253.537.6370 State: WA Zip 98445 Assessor Parcel No. 32660001700 Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc 1,639.99 993.75 646.24 5.6000 115.4000 $1,000 692.89 0.00 0.00 0.0000 0.0000 78.25 0.00 0.00 0.0000 0.0000 125.00 20.00 105.00 7.0000 15.0000 Fixture 5,569.00 0.00 5,417.00 5,417.0000 1.0000 ERU 145.00 0.00 145.00 145.0000 1.0000 ERU 1,500.00 0.00 1,500.00 1,500.0000 1.0000 ERU 300.00 300.00 0.00 0.0000 0.0000 40.00 40.00 0.00 0.0000 0.0000 757.50 0.00 757.50 750.0000 1.0100 Peak PM Trip 50.00 50.00 0.00 0.0000 0.0000 4.50 4.50 0.00 0.0000 0.0000 598.75 0.00 598.75 0.2160 2 ,772.0000 square foot $11,500.88 ~ ~~- City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Applicant: Name: Landshapes NW, Inc. Address: 1151E 112th Street Property Information: Site Address: 10685 Umtanum St. SE Assessor Parcel No. 32660001700 Contractor Information: Name: Landshapes NW Address: 1151 East 112th Street Contractor License No: LANDSN1965MT Project Information: Project: Autumn Hill, phase II Description of Work: 2122 SFR, Lot 17 City: Tacoma Subdivision: Autumn Hill, phase II Contact: Lubbesmeyer, John City: Tacoma Expires: 08/13/06225 Phone: 253.537.6370 State: WA Zip 98445 Lot: 17 Phone: 253-537-6370 State: WA Zip: 98445 Business License: 1673.0 Sq. Ft. per floor: (1st) 1462 (2nd) 0 (3rd) 0 Garage 654 Basement 656 Heat Type (Electric, Gas, Other): GAS Fees: Item Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc Building Permit 100-500k 1,639.99 993.75 ----------- 646.24 ---------- 5.6000 ----------- 115 4000 $1 000 Building Plan Review 692.89 0.00 0.00 0.0000 . 0 0000 , Mechanical Permit 78.25 0.00 0.00 0.0000 . 0 0000 Plumbing Permit Sewer ERU 125.00 20.00 105.00 7.0000 . 15.0000 Fixture Sewer Inspection 5,569.00 0.00 5,417.00 5,417.0000 1.0000 ERU Water ERU 145.00 0.00 145.00 145.0000 1.0000 ERU Water Meter (SFD) 1,500.00 300 00 0.00 300 00 1,500.00 1,500.0000 1.0000 ERU Water Deposit . 40.00 . 40.00 0.00 0.00 0.0000 0.0000 0.0000 0 0000 Traffic Facilities Charge Sewer Deposit 757.50 0.00 757.50 750.0000 . 1.0100 Peak PM Trip State Building Fee 50.00 4 50 50.00 4 50 0.00 0 00 0.0000 0.0000 Fire District Impact Fee . 598.75 . 0.00 . 598.75 0.0000 0.2160 0.0000 2,772.0000 square foot TOTAL FEES: 511,500.88 Applicant's Affadavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I futher certify that I am currently registered in th~a~ of,W~hin~. / / ~~ ~ ~ ~ Signature Date Firm .~ ~. i ~ ~/ /. Permit rvo: BLD-05-0438-YL Issue Date: 01/06/2006 (Work must be started within 180 days) Receipt No: 39651 OFFICIAL USE OSE ONLY ,, i # Sets of Prints: j Finallnspection: ~ Date: By. ~~ { ~- a ~ 1 > " _ _ _ _ .. - ~~ ~- ~:. i~~::E~.:'.Y'~~ti32 , , s r - t .~ i ~ ~~ v ~ +. ~ ~~`~ ~ - 3 = i ***'`ELEVEN THOUSAND FIVE HUNDRED DOLLARS & 88 CENTS _=-= =- - - - ~ -= -.,.roc ~~ . --- - ~j (: ~' LANDSHAPES NW INC 01/06/06 39651 11,500.88 CHECK ,~E~ISING 1151 E 112TH ST TACOMA WA 98445 BUDGETARY LOT17, 10685 UMTANUM ST SE CANINE- -- --- --------- --- ---- .BLD-05-0438-YL 1639.99, PLAN692.89, MECH78.25 PLUMB 125, SWRERU5569 SWR INP145, WTR ERU1500. MTR300, DEP90, TRAFFIC 757.50, BL4.50, FIRE598.75 City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Applicant: Name: Landshapes NW, Inc. Address: 1151 E 112th Street Project Information: Project: Autumn Hill, phase II Description of Work: 2122 SFR, Lot 17 Site Address: 10685 Umtanum St. SE Fees: Item Acct Code Building Permit 100-500k 032 001-322-10-00 Building Plan Review 100 001-345-83-00 Mechanical Permit 032 001-322-10-00 Plumbing Permit 032 001-322-10-00 Sewer ERU 802 412-343-50-01 Sewer Inspection 805 412-343-80-00 Water ERU 715 401-343-80-02 Water Meter (SFD) 712 401-343-80-01 Water Deposit 740 402-389-00-00 Traffic Facilities Charge 420 120-345-85-00 Sewer Deposit 742 402-389-01-00 State Building Fee 160 001-386-00-00 Fire District Impact Fee 105 001-345-85-00 TOTAL FEES: ~., ` Permit Fees Schedule Permit No: BLD-OS-0438-YL Phone: 253.537.6370 State: WA Zip 98445 City: Tacoma Item Fee 1,639.99 692.89 78.25 125.00 5, 569.00 145.00 1,500.00 300.00 40.00 757.50 50.00 4.50 598.75 $11,500.88 Assessor Parcel No. 32660001700 Base Amt Unit Fee Unit Rate No. Units Unit Desc 993.75 646.24 --------- 5.6000 ---------- 115.4000 ------------ 51,000 0.00 0.00 0.0000 0.0000 0.00 0.00 0.0000 0.0000 20.00 105.00 7.0000 15.0000 Fixture 0.00 5,417.00 5,417.0000 1.0000 ERU 0.00 145.00 145.0000 1.0000 ERU 0.00 1,500.00 1,500.0000 1.0000 ERU 300.00 0.00 0.0000 0.0000 40.00 0.00 0.0000 0.0000 0.00 757.50 750.0000 1.0100 Peak PM Trip 50.00 0.00 0.0000 0.0000 4.50 0.00 0.0000 0.0000 0.00 598.75 0.2160 2,772.0000 square foot ~~ ~: ~-TY OF YELM ~- "~Y' ~ , - - City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 Applicant: Name: Landshapes NW, Inc. Address: 1151E 112th Street Property Information: Site Address: 10685 Umtanum St. SE Assessor Parcel No. 32660001700 Contractor Information: Name: Landshapes NW Address: 1151 East 112th Street Contractor License No: LANDSN1965MT Project Information: Project: Autumn Hill, phase II Description of Work: 2122 SFR, Lot 17 Sq. Ft. per floor: (1st) 1462 (2nd) 0 Heat Type (Electric, Gas, Other): GAS Fees: City: Tacoma Permit No: BLD-05-0438-YL Issue Date: 01/06/2006 (Work must be started within 180 days) Receipt No: 39651 Phone: 253.537.6370 State: WA Zip 98445 Subdivision: Autumn Hill, phase II Contact: Lubbesmeyer, John City: Tacoma Expires: 08/13/06225 (3rd) 0 Garage 654 Lot: 17 Phone: 253-537-6370 State: WA Zip: 98445 Business License: 1673.0 Basement 656 Item Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc --------------------------- Building Permit 100-500k ----------- 1,639.99 ----------- 993.75 ---------- 646.24 ----------- 5.6000 ---------- 115.4000 ----------- $1,000 Building Plan Review 692.89 0.00 0.00 0.0000 0.0000 Mechanical Permit 78.25 0.00 0.00 0.0000 0.0000 Plumbing Permit 125.00 20.00 105.00 7.0000 15.0000 Fixture Sewer ERU 5,569.00 0.00 5,417.00 5,417.0000 1.0000 ERU Sewer Inspection 145.00 0.00 145.00 145.0000 1.0000 ERU Water ERU 1,500.00 0.00 1,500.00 1,500.0000 1.0000 ERU Water Meter (SFD) 300.00 300.00 0.00 0.0000 0.0000 Water Deposit 40.00 40.00 0.00 0.0000 0.0000 Traffic Facilities Charge 757.50 0.00 757.50 750.0000 1.0100 Peak PM Trip Sewer Deposit 50.00 50.00 0.00 0.0000 0.0000 State Building Fee 4.50 4.50 0.00 0.0000 0.0000 Fire District Impact Fee 598.75 0.00 598.75 0.2160 2,772.0000 square foot TOTAL FEES: $11,500.88 Applicants Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I futher certify that I am currently registered in the,,~Eaj~ of W~incyyr). ~ ~ ~ ~ ~ ~ Signature Date Firm ~ ~. _ _ .~ ~ / ~ ~~ ~I. VFI-14V1L tJJC 4rvLT Sets of Prints; Final lnspectlon: Date: By; ~/D-'~ 1~3i~e~r S~ vs-o~is~~ '-~~ j ~IT~` OF ''~ ~ ~ YELlti~ ~ -~~ . ~~ - ~ CX 1 ' ; ~=~r~_ 3.,~ ~~ 8~ 3 RECEIPT N©, 3 9 0 51 ****ELEVEN THOUSAND FIVE HUNDRED DOLLARS & 88 CENTS '~CFi"~~ -RGti' D'\i E REC. NG. i=~hlGlii~iT REQ. tiG. ~j L LANDSHAPES NW INC 01/06/06 39651 11.500.88 CHECK PE~I~ING 1151 E 112TH ST TACOMA WA 98445 BUDGETARY LOT17, 10685 UMTANUM ST SE l .BLD-05-0438-YL 1639.99, PLAN692.89, MECH78.25 PLUMB125, SWRERU5569 SWR INP145. WTR ERU1500. MTR300. DEP90, TRAFFIC 757.50, BL4.50, FIRE598.75 City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360) 458-3144 ~~~~ Permit Fees Schedule ~~~ ~t ~ ~i~1~ Permit No: BLD-05-0438-YL CITY OF YELfV~ -~•,:' ,,, t Applicant: ~\ ~ ~. "_ Name: Landshapes NW, Inc. Phone: 253.537.6370 Address: 1151E 112th Street City: Tacoma State: WA Zip 98445 Project Information: Project: Autumn Hill, phase II Description of Work: 2122 SFR, Lot 17 Site Address: 10685 Umtanum St. SE Assessor Parcel No. 32660001700 Fees: Item ---------- Acct Code ----------- Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc Building Permit 100-500k 032 001-322-10-00 ----------- 1,639.99 -------- 993.75 --------- 646.24 --------- 5.6000 --------- 115.4000 ------------ $1,000 Building Plan Review 100 001-345-83-00 692.89 0.00 0.00 0.0000 0.0000 Mechanical Permit 032 001-322-10-00 78.25 0.00 0.00 0.0000 0.0000 Plumbing Permit 032 001-322-10-00 125.00 20.00 105.00 7.0000 15.0000 Fixture Sewer ERU 802 412-343-50-01 5,569.00 0.00 5,417.00 5,417.0000 1.0000 ERU Sewer Inspection 805 412-343-80-00 145.00 0.00 145.00 145.0000 1.0000 ERU Water ERU 715401-343-80-02 1,500.00 0.00 1,500.00 1,500.0000 1.0000 ERU Water Meter (SFD) 712 401-343-80-01 300.00 300.00 0.00 0.0000 0.0000 Water Deposit 740 402-389-00-00 40.00 40.00 0.00 0.0000 0.0000 Traffic Facilities Charge 420 120-345-85-00 757.50 0.00 757.50 750.0000 1.0100 Peak PM Trip Sewer Deposit 742 402-389-01-00 50.00 50.00 0.00 0.0000 0.0000 State Building Fee 160 001-386-00-00 4.50 4.50 0.00 0.0000 0.0000 Fire District Impact Fee 105 001-345-85-00 598.75 0.00 598.75 0.2160 2 ,772.0000 square foot TOTAL FEES: $11,500.88 Yelm Community Schools PO Box 476 Yelm, WA 98597 Clerk: Gerber Terminal: 2 Receipt: 13003 Manual Receipt: NTACOMA NMITIGATIONS LANDSHAPES, NORTH 4~lEST INC. 1/6/2006 12:27 PM Qty Item ___ Price 1 CPF2900 10700.00 MITIGATION Autumn Hill 11 - Lots 15,16,17,18 & 19 Subtotal: 10700.00 Tax: 0.00 Total: 10700.00 Check 10700.00 3181 Change Due: 0.00 ~ ~ ~ ~ ,<< P fed ~~~5 {y f 'J(+ E NFL A~tlk x~ ~ ~ 'y # ~ ~~ r r __ ~.a ~~ ' ~ n ~: 9 ~t,~• ~ / ~andch~~~c Northwest Inc. Office 1151 East 112th Street -Tacoma, WA 98445 253 537-6370 - Fax: 253 537-9163 To Whom It May concern: Infiltration as designed on the engineered plat shall be located in the rear yard of each lot. 1 Lubbesmeyer President ... ~~ CITY OF Yl[.f~l l~-~ ~ 1~ RESIDf_NT--IAL f38~Yf1_f31[~G PERAAtT APPl.fCATf®IV F®9zM - .~~~ Project Address:~~~~.r~ ~~)~~ .~~i11C~.~~ ~i ~;~ Parcel #: ~~~- t ~ ~ ~~f~.J Subdivision: ~~~~~~1,;I~Y11 ~ ~~~6 @~ Lot #:_ ~ ~ Zoning; ,,J~' New Construction ^ Re-Model / Re-Roof /Addition ^ Home Occupation Sign ^ Plumbing ^ Mechanical ^ Mobile /Manufactured Home Placement ^ Other Project Description/Scope of Work: ~' ~ "; ~~ ~ ~i Project V. ,~, , Building Area (sq. ft) 15` Floor `,, •- 2"d Floor Garage ~ Deck-- Basement_t~l~~@_Carport Patio # Bedrooms ~~' # Bathrooms Heating: AS TNER or ELECTRIC (Circle One} Are there any environmentally sensitive areas located on the parcel? If yes, a completed environmental checklist must accompany permit application. ~~ ~• /9y~ `~~,~~, .. ~° ~©~~ iJ V~ f~~ / V BUILDING OWNER NAME: , ADDRESS 0 !`7! ~- ~..• i~ ,: `"` - EMAIL CITY'S ~~ ~.,'")ti°~~1~-~ STATEZIP' ^~ R- ~= ~i TELEPHONE ~ d' ~~~~'~-~„~`~ j ;_. ,__ ARCHiTEGT/ENGINEER ' ~~=`~ 9 [~R\,~ ~~~'tMCZ~,~ !l~ ~`',`z LICENSE # ADDRESS '~ ~ KE-r;:°` EMAIL CITY `~ C-~C';7i~~~=a STATE ~Rr~,l-c~ ZIP { '. TELEPHONE'~?a/~ ~~ -~;c'~T"~„ GENERAL CONTRACTOR ~ ~_ ' TELEPHONE ~" r ~"' '"~ ~ ~ ~;~'" r ADDRESS L7 EMAIL CITY~~(',t'~1 I~ STATE ~ ZIP ~:, t-!~j FAX ~c °~ .. j r4 ~~s CONTRACTOR'S LICENSE # ~.~~~$ ~~i`~jEXP DATE_CI LICENSE # PLUMBING CONTRACTOR t`_3S ` i ` 'TELEPHONE ~~ `~ -tea' ADDRESS ~.~ ~r~~~ '~-aW7..b3 MAIL CITY~i~;1~R-(t~1°t STATE ' 'f~ZIP„_~'"j~~~~~ FAX CONTRACTOR'S LICENSE # PRUFE~y!'J`.~SSC~ EXP DATE CITY LICENSE # MECMANIGAL CONTRACTOR ~ ii a~i~ C}~~l i~.lfr1 TELEPHONE t., ~ "~--~~ ADDRESS ~.+~~ ~ '~,~R"r ~ '' ~. ~ EMAIL CITY`~Ai~\N~~ STATE ZIP__~~~~FAX'~~i°ai a--R.~-~.t~6Ci CONTRACTOR'S LICENSE #~~t~Ai.d4N~J1~"i(:~. EXP DATE CfTY LICENSE # Copy of mitigation agreement with Yelm Community Schools, if applicable. 1 hereby certify that the above information is correct and 4hat the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the City of Yqi ,- i 1~ /` Applicant's Signal 're ~~ 1 Date Owner ! Contractor / ®wner's Agient f Gontractar's Agent (Please circle one.} All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days It75 Yelm Auenue Weat (36D) 458-3835 PO Box 479 (360f 458-3144 FAX Yelm, WA 98597 mww.ci.yelm.u~¢.us 4~~~ce Coo ~ .. PIEIZC~, CO~JNTY 2002 WA. STATE ENERGY DEVELOP10iIENT CENTER CODE INFOIZIVIATION ~±~'~.-~ 1~~~ ~'~~~~ Application No. Date: PLEASE COMPLETE THE FOLLOWING: Gla ing area calculation: ~,()/ ~~ sf - ~~ _ sf ° ~~~ . % Heat system sizing calculation: r.~ x 20 = ~ (~ btu's Window area -Heated floor area - % of glazing Heated floor area x btu per sq. ft. =total system output Refer to the table below to detetmuie your compliance path. Divide the system output by the equiptneut efficiency rating to determine the total Btu in ut allowed. JOB TYPE: [~ ]`N OCCUPANCY: °Si l F i COMPLIANCE PATH: HEAT SYSTEM SIZE: ew „ C [ ]Remodel ,~ ng e am ly [ ]Multi-famil Prescri tive Ch. 6 (circle one) I II III [~ Btu input ~~d `~jCf " y fficiency rating ~ ~ ~ % [ )Addition [ )Component Performance Ch. 5 , [ ]WATTS [ ]System analysis Ch. 4 HSPF rating FUEL TYPE: HEAT TYPE: ' ELEC. UTILITY PROVIDER: [ ]Electric ~' Forced Air Furnace [ ]Tacoma City Light ~) Nat. Gas [ )Heat Pump [ )Puget Sound Energy [ J Propane [ )Radiant Heat System (baseboard, wall cadet [ )Peninsula Power [ ]Oil, wood [ ] Hydronics system ,"Other [ ]Gas or Wood Stove VENTILATION INDOOR AIR QUALITY (VIAQ) INFORMATION (check one) Ventilation Option: [ ] A [ ] B ~,C [ ] D [ ] AAHX System Size: cfin [~ Intermittently operating [ )Continuous operating PRESCRIPTIVE REQUIREMENTS°•' FOR GROUP R OCCUPANCY CLIMATE ZONE 1-ALL FUEL TYPES Option Glazmg Area t° Glazing U-factor poor 9 Uwalue Gi:ilittg , Vaulted ceiling: UVall Above'? Wall, int. 4 wall, ext., a Floor 5 Slab a of floor . .grade below grade below grade on -grade Vertical Overhead I. 12% 035 0:58. 0.20 R-38 R-30 R-1'S K-lS R-10 R-30 R-10 IL * 1'S% 0:40: 0.58 0:20 R 38 R-30 R-21 R-ZI R-10 R-30 R-10 lu. Uriltnited Group R-3 0:40 0.58 0.20 R-38 R-30 R.21 K-21 R=1'0 R-30 R-10 Occupancy -Only * Refere nce Case `" u. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601. I 1. Minimum requirements for each option listed. For exafnple, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the I S% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of the W.S.E.C. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable to only to single raRer orjoist vatilted ceilings. 4. $elow grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturers specifications. 5. Floors over crawl spaces or exposed to ambient av conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufacftured for its intended use, and installed according to manufacturer's specifications. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum ofR-5 insulation. 9. Doors, including aI fue doors, shall be assigned default U-factors frotn Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with a U-factor of U~.40 or less is not included th glazing azea limitations. 11. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid tinber walls with a minimum average log thickness of 3.5 inches are exempt from this insulation requirement. --- - - -..~.._.. _., _ _ - _._. _. ... _ _ 1 _ _ _ _ __..~- _ ~- L_L I REGISTERED AS' PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCOl LANDSNL9b5MT 08/13/2006...: EFFECTIVE DATE..: 08/1.3/2004 LANDSHAPES NORTHWEST,,.,INC 1151 EAST' 112TH STREET TACOMA;WA; 9$445 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES F625-052-000 (8/97) +--- Detach And Dispta~ Certificate ----z +r if? ~"1 «. i r .°i .. rp~ ^.~'_ a.. N. ~f' ~i. I: f:..~ trj5 °~~ f ;iii After recording return to: Yelm Community Schools District No. 2 P. O. Box 476 Yelm, WA 98597 Attn: 1?sling M. t3irkland NII'TIGATION AGREEMENT Refereare N®: Auusmn Hill, SUB-04-0036-YL, Yelm, WA Grantor. 1. John Lubbesmeyer Landshapes Northwest, Inc. 1 I51 E. 112' Tacoma, WA 98445 Grantee: 1. Yelm Community Schools District No. ~ Legal 1Description: A 30-17-2E SZ NE NW SE LESS RD ..~ ) Assessor's Properly Tats Pir+cel Number/Account 1\umbtr: 2~7394?41 O(1 ~? ,? 7 ~ ~' / ~ t_I 7 ~• ~~ THIS MTfIGATION AGREEMENT ("Agreetttettt") is made this~~ f~~, , 2005, between the YELM COMMUNITY SCHOOLS DISTRICT NO. 2, Yelm, Washington ( e "District") and Landshapes NorhttNest, Inc.. (the "Developed. RECITALS A. The Developer has submitted an application to Thutstotti County for the construction of a 24 bt subdivision "Autumn Hill II" Ytlm, Wash. (the "Ptnject"). The Project is located on Property that lies within District boundaries, more particularly described oa Exhibit A, attached hereto and incorporated herein by reference. B. The State Environmental Policy Act, Chapter 43.21 C RCW ("SEPA"), provides processes and procedures whereby major actions by crate and local agencies, including, but not limited to, plat or PUD approval or the issuance of building Permits, may be reviewed to determine the nature and extent of their impact on the environmentr Impacts on public services, including schools, are envirottmenta! impacts for the purposes of SEPA. SEPA requires the mitigation of adverse environmental impacts. C. The District's student population and gowth projections indicate that the Project wilt have an impact on the District, when cumulative impacts of other projecLg are considered. D. RCW x2.02.020 authorizes the District to enter into a voluntary agreement with the Developer for payment to mitigate the impact of the Developer's Project.; E. Pursuant to Resolution No, 12-1 b-93-05, it is the policy] of the District to recornrttend that the direct impact of development be voluntarily mitigated by the payment of fees and/or other mitigation measures where appropriate. F. The Developer has ageed to mitigate, on a voluntary, basis, the adverse impact of the Project on the District. AGREEMENT NOj1V, THEREFORE., in consideration of the above recitaC~ and ~e mUUtal promises and covenants below, the District and the Developer agree as follows: 1. The Developer acknowledges and agrees that there is at direct impact on the District as a result of the Developer's Project and that this Agreement is necessary as(a result of that impact. 2. The Developer acknowledges and agees that in order to mitigate the direct impact of the Project, the Developer has offered to pay the District the following sutra of money: Two Thousand One Hundred Forty and no/100 Dollars (52140.00 for each lot in the subdivision or the total sum of Fifty One Thousand Three Hundred Sixty and no/100 Dollars (551,360.00) (the rMitigation Payment") for the ?4 lots of the ~ subdivision. The- amount referenced by t)tis paragraph is subject W change pursuant to paragraph 4 below. 3. Any extension, renewal, modification w amendment Ito the Project that results in an adjustment in the number of Lots shall result in a corresponding pro fate adjustment in the Mitigation Payment. 4. The Developer agrees that the payment of the full Mitigation Payment (in the amount of Two Thousand One Hundred Fotry and no/100 Dollars (52,140.00) per dwelling unit or Fifty One Thousand Three Hundred Sn.~ty and no1100 Dollars (551,360.00) for tNe project; shall be a condition of building permit issuance for each single family dwelling in the project] If building permit issuance does not occur within Five (5) years from the date of this Agreement, the arriount due for mitigation, as stated in paragraph 2 above, shall be modified to the amourn reflected in ~ the then most recent mitigaeforr agreement to which the District is a parry. A copy of sucb agreetttent shall be made available to Developer upon request. 5. The District agrees to record this Agreement after it heal been executed by the parties. 6. The Developer acknowledges and agrees that the Mitig~tian Payment is authorized to be used for capital improvements to the following facilities: Soudtwotth Elementary School, Mill Pond Intermediate School, Yehn Middle School, and/or Yelm High School and/or any other facilities that may be affected by the Project and/or the purchase of portable facilities and/or school buses. 7. The Developer agrees that the District has five (5) year's from the payment date to spend the Mitigation Payment for the capital improvements or expenditures kfescribed in paragaph b. In the event that the Mitigation Payment is not expended within those five years, the rnontys will be ntitnded with interest at the rate applied to judgments to the property owners~of record at the time of refund; however, if the Mitigation Payment is not expended within five years due to delay which is attributable to the Developer, the Payment shall be refunded without interest. 8. T'he Developer waives and relinquishes its right to p~ratest or challenge the payment of the Mitigation Payment pursuant to this Agreement and hereby covenants and undertakes that it forever refrains and desists from instituting, asserting, filing or bringing any lawsuit, litigatian, claim, or chaikrtge or proceeding to challenge this Ageement, claim any repayment or reimbursement of funds, performance or improvements provided for dterein, or any of its terms and conditions, on any ground or basis whatsoever. 9. The Disuict hereby waives atry objection to the Project as presently proposed. I0. The District and the Developer agree that the Mitigation Payment will be full and complae mitigation for the impact of the Project as presently proposed mrr the pistrict. 11. This Agreement shall be binding upon and inure to thk benefit of the heirs, executors, administrators, successors, and assigns of both of the Developer and theiDistrict. 12. If an action must be brought to enforce the teems of this Agreement, such action shall be brought in Thurston County Superior Court. The prevailing party shall ~e entitDed to payment of its costs and reasonable attorneys' fees. - 13. This Agreement constitutes the entiro agreement betiween the parties and any other agreement either written or oral shall be null and void. - EXHIBIT A LEGAL DESCRIPTION 'OQ3 ~ General Locations Vancil Rd._ Yehn. WA Section 30 Township t 7N Range 3E Land Area 594 acres f~ Tax Paroel Number: ~94'9~~8~ ~.-1 ~ t 3p'j CEO ~" YELM COlKMi1NITY SCHOOLS DISTRICT DATED: S ` ~ 7- C STATE OF WASHINGTON ) )SS COUNTY OF THl1RSTON ) 1S2 ~~~ ~_ By: Alan Burke ` Its Superintendent I certify that i know or have satisfactory evidence that Alan Burke is the person who appeared before me, and said person acknowledged that be signed this instrutitent, on oath stated that he w•as .authorized to execute the instrument and acknowledged it as the Superintendenrt of the Yelm Cornertunity Schools District Na. 2 to be the free and voluntary act of such party for the uses and purposes mentioned in the insuument. ..LL II GNEN undtr my hand and official seal this t""day of 2005 p ~~~~QF'h+° O Ll m and for the State of ~ ~~'~'~~'Q '', u-bwn, res at ~yaZ~r ~ ,~q~tY-'~+ :_ Z';~ My Commission ~l ~d'i ~ ; o , • ~ V . *- °•-0~....•• ®ATED: ' ~.~ STATE C?P WASHITIGTOIV ) ).SS COUNTY OlF '1'~lURSTO~1 Jo~h~n~L~,u~bbesrniyrer Its ~~'-~i,~~.''~" 1 certify that I know or have satisfactory evidence that Johnt Latbbesmeyer is the person who appeared before me, and said person acknowledged that he signed this;insttument, on oath stated that he was authorized to execute the instrument and ackt~owlcdged it as the applicam for this subdivision to be the free and voluntary act of such party for the uses and purposes mentibncd in the instrument. GIVEN under my hand and official seal this day of ~ 2~5 ~° ~, ST~(~ °M°~ N to and for the State of ~' '~pN '° Q'~'~4 nStan, r~!siding at r ~ ~ ~ °•, My Commission Expires: /n - ? ~ -D~ C = ~:t3~~~eG t~; ~•;~~ C? ~ ~t TOTAL P.05 ENGINEERING ANALYSIS FOR: LUBBESMEYER CONSTRUCTION SITE: 10685 UMTANUM ST. SE. TACOMA, WA 98387 ~~~ ~~~ ~~~® ~ ~ ~ ~ ~- ~ ~ ~ ~- ~ ~ ~-- ORIGINAL STAMP MUST BE RED TO BE VALID :~.. ~- ~ .; " .~ ~ ;,_ ~^ , ~a, `~ R S 1, ~~ 2' ~ '"°'. W'S _..~. sHeer o"h PLAN NUMBER: PACIFIC NORTHWEST s g big;xia ENGINEERING INC. 5 ; 33 `~Ya~Z4;ga s la~,~ 6-6-2005 LUBBESMEYER 2122 O ~928109thPhoSruW/Fax(253)589-265A9B/99 4g~4~~S~y$ ~ p~~~ CONSULTING ENGINEERS PACIFIC NORTHWEST ENGINEERING INC. The enclosed documents are to be used in conjunction with the house plans referenced on the cover. It is essential that the contractor study the engineering requirements and required changes to the architectural plan prior to start of work. Changes may include additional foundations or footings, beam size changes, siding changes etc. Scope of Engineering: Engineering analyses and design to resist lateral and gravity loads in accordance with the 2003 IBC have been performed and incorporated into stamped "S" sheets. All analyses and calculations are included in this engineering report. Engineering assumptions are listed below. If these conditions are not present at the site these calculations are void and Pacific Northwest Engineering Inc. must be contacted immediately. LOADING CRITERIA Building Code Seismic Design Category Ss S1 Response Mod Factor Site Class Basic Wind Speed LIVE LOADS (osfl U.N.O. 2003 International Building Code D2 1.30 0.48 6.5 D 85 mph Exposure B - Uninhabitable attics without storage 10 -Uninhabitable attics with storage 20 -Habitable attics and sleeping areas 30 -All other areas except balconies and decks 40 -Balconies and Decks 60 DEAD LOADS (psfl U.N.O. - Roof with Composition Asphalt 15 -Floor 10 SNOW LOADS (psfl U.N.O. - Snow 25 SOILS CRITERIA Soils Consultant None Soils Report # None Bearing Pressure Req'd 1500 psf Bearing Depth 12" PACIFIC NORTHWEST ENGINEERING INC. 4928 109TH ST SW,~ SUITE 8 LAKEWOOD, WA. 98499-3733 WoodWorks® ShearWalls SOFTWARE FOR WOOD DESIGN Woodworks®Shearwalls 2004 LUBBESMEYER 2122 SHEAR.wsr Project Information COMPANY AND PROJECT INFORMATION Com an Project Pacific Northwest Engineering Inc. LUBBESMEYER 2122 4928 109th St SW Lakewood WA 98499 (253) 589-3265 DESIGN SETTINGS Jun. 13, 2005 22:52:47 Design Code Wind Standard Seismic Standard IBC 2003 ASCE-7 98 ASCE-7 98 Wind Capacity Increase Load Combinations Building Code Capacity Reduction Shear CSC Panels 0.70 seismic Wind Seismic 1.90 1.60 1.00 Wind 1.00 1.00 Nail Withdrawal Modification Max Shearwall Offset [ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 1.60 T<=100F Dry Dry 4.00 2.00 Maximum Height-to-width Ratio Plywood Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 - - - - - Shearwall Relative Rigidity: Designed capacity using flexible distribution Hold-down Forces: Based on applied shearline force Seismic Materials: Include gypsum on exterior walls SITE INFORMATION IBC Occupancy ASCE-7 Equivalent Category II -All others Category II -All others Wind Seismic ASCE-7 98 General analytic method for all bldgs ASCE-7 98 Equivalent lateral force procedure Design Wind Speed 85mph Use Group I Exposure Exposure B Design Category D Enclosure Partly Enclosed Site Pfofile Class D Topographic Information [ft] Spectral Response Acceleration Shape Height Length S1:0.980g Ss:1.300g - - - Fundamental Period E-W N-S Site Location: - T Used 0. 175s 0.175s - ApproximateTa 0.175s 0.175s - Maximum T 0. 210s 0. 210s Response Factor R 6.50 6.50 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 Structural Data CTnRY INFORMOTIrIN Story Floor/Ceiling Wall Elev ft De th in Hei ht ft Ceiling 21.00 12. 0 Level2 12.00 12.0 8.00 Level1 3.00 12.0 8.00 Foundation 2.00 o~ nr~r ~..a onnr ~ucno~ueT~nN Block Dimensions ft Face T e Roof Panels Sloe Overhan ft BIOCk 1 2 Story E-W Ridge Location X,Y = 0 .00 0.00 North Side 15 .0 1.00 Extent X,Y = 44.00 32 .50 South Side 15 .0 1.00 Ridge Y Location, Offset 16.25 0.00 East cable 90.0 1.00 Rid a Elevation, Hei ht 25.35 4.35 West Gable 90.0 1.00 BIOCk 2 2 Story N-S Ridge Location X,Y = 21.00 -2 . 0o North Joined 165.0 1.00 Extent X,Y = 23 .00 2 .50 SOUth Gable 90.0 1.00 Ridge X Location, Offset 32.50 0 . oo East side 15.0 1.00 Rid a Elevation, Hei ht 24.08 3.08 West side 15.0 1.00 WOOCIWOI"I(S® Sfl@al"Wa~~S LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 MATERIALS by WALL GROUP Wall Gr Surf Sheathing [in] Material Thick Orient Fasteners Spcg [in] Size T e Ed Fld Framing Members [in] Blk S ecies G S c Apply Notes 1 Ext SS incl. OSB 7/16 Vert 8d Nail 6 12 yes Hem-Fir 0.93 16 1,3 Notes: 1. Capacity has been reduced according to IBC specific gravity adjustment. 3. Shear capacity for current design has been increased to the value for 1S/32" sheathing with same nailing because stud spacing is 16"max. or panel orientation is horizontal. WoodWorks® ShearWalis LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 SHEARLINE. WALL and OPENING DIMENSIONS North-South Type Wall Location Extent [ft] Length FHS Height Shearlines Grou s X ft Start End ft ft ft Line 1 Level 2 Line 1, Level 2 Seg 1 0.00 0.00 32.50 32.50 29.50 8.00 Wall 1-1 Seg 1 0.00 0.00 32.50 32.50 29.50 Opening 1 14.50 17.50 3.00 6.00 Level 1 Line 1, Level 1 Seg 1 0.00 0.50 32.50 32.00 32.00 8.00 Wall 1-1 Seg 1 0.00 0.50 32.50 32.00 32.00 Line 2 Level 2 Line 2, Level 2 NSW 12.50 0.00 0.50 0.50 0.00 8.00 Wall 2-1 NSW 12.50 0.00 0.50 0.50 0.00 Line 3 Level 2 Line 3, Level 2 NSW 21.00 -2.00 0.50 2.50 0.00 6.00 Wall 3-1 NSW 21.00 -2.00 0.50 2.50 2.50 Line 4 Level 2 Line 4, Level 2 NSW 33.00 -2.00 -1.00 1.00 0.00 B.00 wall 4-1 NSW 33.00 -2.00 -1.00 1.00 0.00 Line 5 Level 2 Line 5, Level 2 Seg 1 49.00 -1.00 32.50 33.50 32.50 8.00 Wall 5-2 Seg 1 44.00 0.00 32.50 32.50 32.50 Wall 5-1 NSW 44.00 -1.00 0.00 1.00 0.00 Level 1 Line 5, Level 1 Seg 1 94.00 0.50 32.50 32.00 28.00 8.00 wall 5-1 Seg 1 44.00 0.50 32.50 32.00 28.00 Opening 1 15.00 19.00 4.00 6.00 East-West Type Wall Location Extent [ft] Length FHS Height Shearlines Grou s Y ft Start End ft ft ft Line A Level 2 Line A, Level 2 Seg 1 -0.98 0.00 44.00 49.00 20.50 8.00 Wall A-3 Seg 1 -2.00 21.00 33.00 12.00 7.00 Opening 1 24.50 29.50 5.00 6.00 Wall A-4 Seg 1 -1.00 33.00 44.00 11.00 6.00 Opening 1 36.00 91.00 5.00 6.00 Wall A-1 Seg 1 0.00 0.00 12.50 12.50 7.50 Opening 1 3.50 8.50 5.00 6.00 Wall A-2 NSW 0.50 12.50 21.00 8.50 0.00 Opening 1 14.50 19.50 5.00 6.00 Line B Level 1 Line B, Level 1 Seg 1 0.50 0.00 49.00 49.00 22.00 8.00 Wall B-2 Seg 1 0.50 21.00 44.00 23.00 6.00 Opening 1 24.00 32.00 8.00 6.00 Opening 2 33.00 41.00 8.00 6.00 Wall B-1 Seg 1 0.50 0.00 21.00 21.00 16.00 Opening 1 4.00 9.00 5.00 6.00 Line C Level 2 Line C, Level 2 Seg 1 32.50 0.00 44.00 49.00 24.00 8.00 Wall C-1 Seg 1 32.50 0.00 44.00 44.00 24.00 Opening 1 3.50 8.50 5.00 6.00 Opening 2 11.00 13.00 2.00 6.00 Opening 3 13.50 17.50 4.00 6.00 Opening 4 18.00 20.00 2.00 6.00 Opening 5 34.50 40.50 6.00 6.00 Level 1 Line C, Level 1 Seg 1 32.50 0.00 44.00 44.00 33.50 8.00 Wall C-1 Seg 1 32.50 0.00 44.00 44.00 33.50 Opening 1 9.00 15.00 6.00 6.00 Opening 2 23.00 27.50 4.50 6.00 • WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 Loads WIND SHEAR LOADS Level2 Magnitude Trib Block F Element Load Wnd Surf Prof Location [ft] [Ibs,plf,psf] Ht Case Dir Dir Start End Start End ft Accum. E W->E Lee Line 0.00 0.50 53.9 53.7 Accum. E E->W Wind Line 0.00 0.50 38.3 40.3 Accum. S S->N Wind Line 21.00 32.50 -0.4 19.0 Accum. S N->S Lee Line 21.00 32.50 43.4 56.7 Block 1 W W->E Wind Line 0.00 0.50 38.3 40.3 Block 1 W W->E Wind Line 16.25 32.50 60.2 32.9 Block 1 E W->E Lee Line 0.50 12.00 35.0 30.7 Block 1 E W->E Lee Line 16.25 32.50 34.9 18.7 Block 1 W E->W Lee Line 0.00 0.50 43.8 43.6 Block 1 W E->W Lee Line 16.25 32.50 34.9 18.7 Block 1 E E->W Wind Line 0.50 12.00 7.4 53.1 Block 1 E E->W Wind Line 16.25 32.50 60.2 32.9 Block 1 S S->N Wind Line -1.00 0.00 -33.3 Block 1 S S->N Wind Line 0.00 12.50 -0.4 Block 1 S S->N Wind Line 12.50 21.00 -0.4 Block 1 N S->N Lee Line -1.00 0.00 21.8 Block 1 N S->N Lee Line 0.00 44.00 43.6 Block 1 N S->N Lee Line 44.00 45.00 21.8 Block 1 S N->S Lee Line -1.00 0.00 21.8 Block 1 S N->S Lee Line 0.00 12.50 43.6 Block 1 S N->S Lee Line 12.50 21.00 93.6 Block 1 N N->S Wind Line -1.00 0.00 -33.3 Block 1 N N->S Wind Line 0.00 44.00 -0.4 Block 1 N N->S Wind Line 44.00 95.00 -33.3 Block 2 W W->E Wind Line -3.00 -2.00 -28.6 Block 2 W W->E Wind Line -2.00 -0.50 4.3 Block 2 W W->E Wind Line -0.50 0.00 4.3 5.4 Block 2 W W->E Wind Line 0.50 12.00 7.4 53.1 Block 2 W W->E Wind Line 12.00 16.25 53.1 60.2 Block 2 E W->E Lee Line -3.00 -2.00 17.2 Block 2 E W->E Lee Line -2.00 -1.00 25.9 Block 2 E W->E Lee Line -1.00 -0.50 25.9 Block 2 E W->E Lee Line -0.50 0.00 25.9 25.2 Block 2 E W->E Lee Line 12.00 16.25 30.7 34.9 Block 2 W E->W Lee Line -3.00 -2.00 17.2 Block 2 W E->W Lee Line -2.00 -0.50 25.9 Block 2 W E->W Lee Line -0.50 0.00 25.9 25.2 Block 2 W E->W Lee Line 0.50 12.00 35.0 30.7 Block 2 W E->W Lee Line 12.00 16.25 30.7 34.9 Block 2 E E->W Wind Line -3.00 -2.00 -28.6 Block 2 E E->W Wind Line -2.00 -1.00 4.3 Block 2 E E->W Wind Line -1.00 -0.50 4.3 Block 2 E E->W Wind Line -0.50 0.00 4.3 5.4 Block 2 E E->W Wind Line 12.00 16.25 53.1 60.2 Block 2 S S->N Wind Line 32.50 33.00 19.0 18.2 Block 2 S S->N Wind Line 33.00 49.00 18.2 -0.4 Block 2 S S->N Wind Line 44.00 45.00 -33.3 Block 2 S N->S Lee Line 32.50 33.00 56.7 56.1 Block 2 S N->S Lee Line 33.00 99.00 56.1 43.4 Block 2 S N->S Lee Line 44.00 45.00 21.8 Level1 Magnitude Trib Block F Element Load Wnd Surf Prof Location [ft] [Ibs,plf,psfj Ht Case Dir Dir Start End Start End ft Accum. S S->N Wind Line 21.00 44.00 55.9 Accum. S N->S Lee Line 21.00 44.00 38.8 Block 1 W W->E Wind Line 0.50 32.50 55.4 Block 1 E W->E Lee Line 0.50 32.50 33.6 Block 1 W E->W Lee Line 0.50 32.50 33.6 Block 1 E E->W Wind Line 0.50 32.50 55.4 Block 1 S S->N Wind Line 0.00 21.00 55.4 Block 1 N S->N Lee Line 0.00 44.00 39.1 Block 1 S N->S Lee Line 0.00 21.00 39.1 Block 1 N N->S Wind Line 0.00 49.00 55.4 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 WIND SHEAR LOADS (continued) Block 2 W W->E Wind Point -2.00 -2.00 1175 Block 2 E E->W Wind Point -2.00 -2.00 1170 s WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 WIND C&C LOADS Block Building Face Level Magnitude [psf] Interior End Zone Block 1 West 2 18.2 21.5 Block 1 East 2 18.2 21.5 Block 1 South 2 18.2 21.5 Block 1 North 2 18.2 21.5 Block 2 West 2 18.2 21.5 Block 2 East 2 18.2 21.5 Block 2 South 2 18.2 21.5 Block 1 West 1 18.2 21.5 Block 1 East 1 18.2 21.5 Block 1 South 1 18.2 21.5 Block 1 North 1 18.2 21.5 Block 2 South 1 18.2 21.5 • WoodWorks® Shearwalls LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 BUILDING MASSES Level 2 Force Building Dir Element E->W Roof E->W Roof E->W Roof E->W Roof E->W R Gable E->W L Gable E->W L Gable E->W R Gable N->S Roof N->S Roof N->S Roof N->S Roof N->S L Gable N->S R Gable All Wall 1-1 All Wall 2-1 All Wall 3-1 All Wall 9-1 All Wall 5-1 All wall 5-2 All Wall A-3 All Wall A-4 All Wall A-1 All Wall A-2 All Wall C-1 Block Block 1 Block 1 Block 2 Block 2 Block 1 Block 1 Block 1 Block 1 Block 1 Block 1 Block 2 Block 2 Block 2 Block 2 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Shear Line Profile Location [ft] Start End 1 Line -1.00 33.50 5 Line -1.00 33.50 3 Line -3.00 1.50 5 Line -3.00 1.50 1 Line 0.00 16.25 1 Line 16.25 32.50 5 Line 0.00 16.25 5 Line 16.25 32.50 Line -1.00 45.00 C Line -1.00 45.00 A Line 20.00 45.00 B Line 20.00 45.00 A Line 21.00 32.50 A Line 32.50 94.00 1 Line 0.00 32.50 2 Line 0.00 0.50 3 Line -2.00 0.50 4 Line -2.00 -1.00 5 Line -1.00 0.00 5 Line 0.00 32.50 A Line 21.00 33.00 Line 33.00 94.00 Line 0.00 12.50 B Line 12.50 21.00 C Line 0.00 49.00 Shear Line Profile Location [ft] Start End 1 Line 0.50 32.50 5 Line 0.50 32.50 B Line 0.00 44.00 C Line 0.00 44.00 1 Line 0.50 32.50 5 Line 0.50 32.50 B Line 0.00 21.00 B Line 21.00 44.00 C Line 0.00 49.00 Magnitude [Ibs,plf,psf] Start End 230.0 230.0 230.0 230.0 125.0 125.0 125.0 125.0 93.5 0.0 0.0 43.5 43.5 0.0 0.0 43.5 172.5 172.5 172.5 172.5 22.5 22.5 22.5 22.5 30.8 0.0 0.0 30.8 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 [Ibs,plf,pst] Start End Trib Width Force Building Block E->W Floor D1 n/a E->W Floor Dl n/a N->S Floor D1 n/a N->S Floor D1 n/a All Wall 1-1 n/a All Wall 5-1 n/a All Wall B-1 n/a All Wall B-2 n/a All Wall C-1 n/a 220.0 220.0 220.0 220.0 160.0 160.0 160.0 160.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Trib Width 8 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 SEISMIC LOADS Level 2 Force Profile Location [ft] Mag [Ibs,plf,pst] Dir Start End Start End E->W Line -3.00 -1.00 24.2 24.2 E->W Point -2.00 -2.00 161 161 E->W Point -1.00 -1.00 85 B5 E->W Line -1.00 0.00 120.8 120.8 E->W Line 0.00 1.50 128.5 130.1 E->W Line 1.50 16.25 105.9 121.2 E->W Line 16.25 32.50 121.2 104.4 E->W Point 32.50 32.50 340 340 E->W Line 32.50 33.50 88.9 88.9 N->S Line -1.00 0.00 33.3 33.3 N->S Point 0.00 0.00 388 388 N->S Line 0.00 20.00 41.1 91.1 N->S Line 20.00 21.00 45.4 45.4 N->S Line 21.00 32.50 53.2 59.1 N->S Line 32.50 33.00 59.1 58.9 N->S Line 33.00 44.00 58.9 53.2 N->S Point 44.00 44.00 396 396 N->S Line 94.00 45.00 37.7 37.7 Level 1 Force Profile Location [ft] Mag [Ibs,plf,psf] Dir Start End Start End E->W Point -2.00 -2.00 96 46 E->W Point -2.00 -2.00 1559 1559 E->W Point -1.00 -1.00 43 43 E->W Line -I.00 0.00 3.9 3.9 E->W Line 0.00 0.50 7.7 7.7 E->W Point 0.50 0.50 170 170 E->W Line 0.50 32.50 58.0 58.0 E->W Point 32.50 32.50 390 340 N->S Point 0.00 0.00 249 249 N->S Line 0.00 21.00 42.5 42.5 N->S Line 21.00 33.00 46.9 46.9 N->S Line 33.00 44.00 46.4 46.4 N->S Point 44.00 44.00 253 253 All loads entered by the user or generated by program are specified (unfactored) loads. The program will apply a load factor of 0.70 and reliability/redundancy factor to seismic loads before distributing them to the shearlines. • WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 Flexible Diaphragm Wind Design SHEAR RESULTS North-South W For Shear Force [plt] Allowable Shear [plt] Crit. Shearlines G Dir Ld. Case V Ibs V/L V/FHS Int Ext Co C Total V Ibs Res . Line 1 Level 2 Lnl, Lev2 1 S->N 996 30.6 33.8 339 1.00 S 339 9986 0.10 1 N->S 976 30.0 33.1 339 1.00 S 339 9986 0.10 Level 1 Lnl, Levl 1 S->N 3076 96.1 96.1 339 1.00 S 339 10833 0.28 1 N->S 3055 95.5 95.5 339 1.00 S 339 10833 0.28 Line 5 Level 2 LnS, Lev2 1 S->N 1103 32.9 33.9 339 1.00 S 339 11002 0.10 1 N->S 1047 31.3 32.2 339 1.00 S 339 11002 0.10 Level 1 LnS, Levl 1 S->N 3183 99.5 113.7 339 1.00 S 339 9479 0.39 1 N->S 3123 97.6 111.5 339 1.00 S 339 9479 0.33 East-West W For Shear Force [plt] Allowable Shear [plf] Crit. Shearlines G Dir Ld. Case V Ibs V!L VIFHS Int Ext Co C Total V Ibs Res . Line A Level 2 LnA, Lev2 1 W->E 1175 26.7 57.3 339 1.00 S 339 6940 0.17 1 E->W 1170 26.6 57.1 339 1.00 S 339 6940 0.17 Wall A-3 1 W->E 401 26.7 57.3 339 1.00 339 2370 0.17 1 E->W 399 26.6 57.1 339 1.00 339 2370 0.17 Wall A-9 1 W->E 344 26.7 57.3 339 1.00 339 2031 0.17 1 E->W 342 26.6 57.1 339 1.00 339 2031 0.17 Wall A-1 1 W->E 430 26.7 57.3 339 1.00 339 2539 0.17 1 E->W 428 26.6 57.1 339 1.00 339 2539 0.17 Line B Level 1 LnB, Levl 1 W->E 2599 59.1 118.1 339 1.00 S 339 7447 0.35 1 E->W 2594 59.0 117.9 339 1.00 S 339 7447 0.35 Wall B-2 1 W->E 709 59.1 118.1 339 1.00 339 2031 0.35 1 E->W 708 59.0 117.9 339 1.00 339 2031 0.35 wall B-1 1 W->E 1890 59.1 118.1 339 1.00 339 5416 0.35 1 E->W 1887 59.0 117.9 339 1.00 339 5416 0.35 Line C Level 2 LnC, Lev2 1 W->E 1219 27.7 50.8 339 1.00 S 339 8124 0.15 1 E->W 1218 27.7 50.8 339 1.00 S 339 8124 0.15 Level 1 LnC, Levl 1 Both 2643 60.1 78.9 339 1.00 S 339 11340 0.23 C- Sheathing Combination: A-Add capacities; S- Strongest only; X- Strongest or twice weakest. 10 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 DRAGSTRUT AND HOLDDOWN FORCES Level 1 Line- Position on Wall Location [ft] Hofddown Force [Ibs] Dragstrut Wall Or O enin X Y Ld. Case Shear Dead U lift Cmb'd Force Ibs Line 1 Line 1 Vert. Element 0.00 0.00 270 270 1-1 Left Wall End 0.00 0.50 769 769 Line 1 Vert. Element 0.00 14.50 270 270 Line 1 Vert. Element 0.00 17.50 270 270 1-1 Right Wall End 0.00 32.50 1039 1039 Line 5 Line 5 Vert. Element 44.00 0.00 271 271 5-1 Left Wa11 End 44.00 0.50 909 909 5-1 Left Opening 1 44.00 15.00 909 909 206 5-1 Right Opening 1 44.00 19.00 909 909 192 5-1 Right Wall End 94.00 32.50 1181 1181 Line A Line A Vert. Element 0.00 -2.00 458 458 Line A Vert. Element 3.50 -2.00 458 958 Line A Vert. Element 8.50 -2.00 458 458 Line A Vert. Element 12.50 -2.00 958 458 Line A Vert. Element 21.00 -2.00 458 458 Line A Vert. Element 24.50 -2.00 458 458 Line A Vert. Element 29.50 -2.00 458 458 Line A Vert. Element 33.00 -2.00 917 917 Line A Vert. Element 36.00 -2.00 458 458 Line A Vert. Element 41.00 -2.00 458 458 Line A Vert. Element 44.00 -2.00 458 458 Line B B-1 Left Wall End 0.00 0.50 945 945 B-1 Left Opening 1 4.00 0.50 945 995 236 B-1 Right Opening 1 9.00 0.50 945 945 59 B-2 Left Wall End 21.00 0.50 1890 1890 B-2 Left Opening 1 24.00 0.50 945 945 827 B-2 Right Opening 2 41.00 0.50 945 945 177 B-2 Right Wall End 44.00 0.50 945 945 Line C C-1 Left wall End 0.00 32.50 1037 1037 Line C Vert. Element 3.50 32.50 406 406 Line C Vert. Element 8.50 32.50 406 406 C-1 Left Opening 1 9.00 32.50 902 902 169 C-1 Right Opening 1 15.00 32.50 767 767 191 Line C Vert. Element 20.00 32.50 406 906 C-1 Left Opening 2 23.00 32.50 631 631 40 C-1 Right Opening 2 27.50 32.50 631 631 311 Line C Vert. Element 39.50 32.50 406 406 Line C Vert. Element 40.50 32.50 406 406 C-1 Right Wall End 44.00 32.50 1037 1037 Level 2 Line- Position on Wall Locatio n [ft] Holddown Force [Ibsj Dragstrut Wall Or O enin X Y Ld. Case Shear Dead U lift Cmb'd Force Ibs Line 1 1-1 Left Wall End 0.00 0.00 270 270 1-1 Left Opening 1 0.00 14.50 270 270 45 1-1 Right Opening 1 0.00 17.50 270 270 47 1-1 Right Wall End 0.00 32.50 270 270 Line 5 5-2 Left Wall End 44.00 0.00 271 271 33 5-2 Right Wall End 44.00 32.50 271 271 Line A A-1 Left Wall End 0.00 0.00 458 458 A-1 Left Opening 1 3.50 0.00 458 958 107 A-1 Right Opening 1 8.50 0.00 458 458 26 A-1 Right Wall End 12.50 0.00 458 458 96 A-3 Left Wall End 21.00 -2.00 458 458 131 A-3 Left Opening 1 24.50 -2.00 458 458 24 A-3 Right Opening 1 29.50 -2.00 958 958 157 A-3 Right Wall End 33.00 -2.00 917 917 A-4 Left Opening 1 36.00 -1.00 458 458 92 A-4 Right Opening 1 41.00 -1.00 458 458 92 A-4 Right Wall End 94.00 -1.00 458 458 Line C C-1 Left Wall End 0.00 32.50 406 906 11 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 DRAGSTRUT AND HOLDDOWN FORCES (flexible wind design, continued) C-1 Left Opening 1 3.50 32.50 906 406 81 C-1 Right Opening 1 8.50 32.50 406 406 58 C-1 Left Opening 2 11.00 32.50 406 406 C-1 Right Opening 4 20.00 32.50 406 406 249 C-1 Left Opening 5 34.50 32.50 406 406 85 C-1 Right Opening 5 40.50 32.50 406 906 81 C-1 Right wall End 44.00 32.50 406 406 Dead load contribution to combined force is factored by 1.00 load combination factor 12 WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 Wind Suction Design l~A1111DALIC tJTC ehln ci ennwr h~ C4aFARl INF North-South Sheathing [psf] Fastener Withdrawal (Ibs] Service Cond Shearlines Force Cap Force/ Force Cap Force/Cap Factors Line Lev Gr Ca End Int End Int Tem Moist 1 2 3 4 5 1 2 1 2 1 1 1 1 1 1 1 21.5 21.5 21.5 21.5 21.5 21.5 21.5 48.0 48.0 48.0 48.0 48.0 48.0 48.0 0.45 0.45 0.45 0.45 0.95 0.45 0.45 29 29 29 29 29 29 29 24 24 24 24 24 24 24 68 68 68 68 68 68 68 0.42 0.42 0.92 0.42 0.42 0.42 0.42 0.36 0.36 0.36 0.36 0.36 0.36 0.36 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Line East-West Shearlines Lev Gr Sheathing [psf] Force Cap Force/ Ca Force End Fastener Withdrawal [Ibsj Cap Force/Cap Int End Int Service Cond Factors Tem Moist A B C 2 1 1 2 1 1 1 1 21.5 21.5 21.5 21.5 48.0 48.0 48.0 48.0 0.45 0.45 0.45 0.45 29 29 29 29 24 24 29 24 68 68 68 68 0.42 0.42 0.42 0.42 0.36 0.36 0.36 0.36 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 13 ' WoodWorks® ShearWalls LUBBESMEYFR 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 Flexible Diaphragm Seismic Design SEISMIC INFORMATION Building Area Mass Ibs s .ft Story Shear [Ibs] E-W N-S Shear Ratio Rmax E-W N-S Reliability Factor p E-W N-S Level2 15587 1461 3013 3013 0.239 0.163 -0.19 -1.21 Level1 25480 1408 2463 2463 0.197 0.186 -0.70 -0.87 Structure 41067 - 5476 5476 - - 1.00 1.00 Vertical Earthquake Load Ev = 0.2 Sds D; Sds = 0.87; Ev = 0.17 D SHEAR RESULTS North-South W For HNV Fact. Shear Force [plt] Allowable Shear (plf] Crit. Shearlines G Dir Int Ext V Ibs V/L V/FHS Int Ext Co C Total V Ibs Res . Line 1 Level 2 Lnl, Lev2 1 Both 1.0 1.0 993 30.5 33.6 242 1.00 S 242 7133 0.19 Level 1 Lnl, Levl 1 Both 1.0 1.0 1838 57.4 57.4 242 1.00 S 242 7738 0.24 Line 5 Level 2 LnS, Lev2 1 Both 1.0 1.0 1117 33.3 34.4 242 1.00 S 292 7859 0.14 Level 1 Ln5, Levl 1 Both 1.0 1.0 1995 62.3 71.2 242 1.00 S 242 6770 0.29 East-West W For HNV Fact. Shear Force [plt] Allowable Shear [plt] Crit. Shearlines G Dir Int Ext V Ibs V/L V/FHS Int Ext Co C Total V Ibs Res . Line A Level 2 LnA, Lev2 1 Both 1.0 .75 1559 35.4 76.0 181 1.00 S 181 4277 0.42 Wall A-3 1 Both 1.0 .87 532 35.9 76.0 181 1.00 212 1481 0.36 Wall A-4 1 Both 1.0 .75 456 35.4 76.0 181 1.00 181 1088 0.42 Wall A-1 1 Both 1.0 .87 570 35.4 76.0 181 1.00 212 1708 0.36 Line B Level 1 LnB, Levl 1 Both 1.0 .75 1927 93.8 87.6 181 1.00 S 181 4957 0.48 Wall B-2 1 Both 1.0 .75 526 43.8 87.6 181 1.00 181 1088 0.48 Wall B-1 1 Both 1.0 1.0 1402 43.8 87.6 242 1.00 242 3869 0.36 Line C Level 2 LnC, Lev2 1 Both 1.0 .63 1624 36.9 67.7 151 1.00 S 151 5365 0.45 Level 1 LnC, Levl 1 Both 1.0 1.0 2511 57.1 75.0 242 1.00 S 292 8100 0.31 C- Sheathing Combination: A- Add capacities; S- Strongest only; X- Strongest or twice weakest. 14 WoodWorks® Shearwalls LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 DRAGSTRUT AND HOLDDOWN FORCES Levet 1 Line- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut Wall Or O enin X Y Shear Dead U lift Cmb'd Force Ibs Line 1 Line 1 Vert. Element 0.00 0.00 269 269 1-1 Left Wall End 0.00 0.50 460 460 Line 1 Vert. Element 0.00 19.50 269 269 Line 1 Vert. Element 0.00 17.50 269 269 1-1 Right Wall End 0.00 32.50 729 729 Line 5 Line 5 Vert. Element 49.00 0.00 275 275 5-1 Left Wall End 44.00 0.50 570 570 5-1 Left Opening 1 44.00 15.00 570 570 129 5-1 Right Opening 1 44.00 19.00 570 570 120 5-1 Right Wall End 49.00 32.50 895 845 Line A Line A Vert. Element 0.00 -2.00 608 608 Line A Vert. Element 3.50 -2.00 608 608 Line A Vert. Element 8.50 -2.00 608 608 Line A Vert. Element 12.50 -2.00 608 608 Line A Vert. Element 21.00 -2.00 608 608 Line A Vert. Element 24.50 -2.00 608 608 Line A Vert. Element 29.50 -2.00 608 608 Line A Vert. Element 33.00 -2.00 1217 1217 Line A Vert. Element 36.00 -2.00 608 608 Line A Vert. Element 41.00 -2.00 608 608 Line A Vert. Element 49.00 -2.00 608 608 Line B B-1 Left Wall End 0.00 0.50 701 701 B-1 Left Opening 1 4.00 0.50 701 701 175 B-1 Right Opening 1 9.00 0.50 701 701 44 B-2 Left Wall End 21.00 0.50 1402 1402 B-2 Left Opening 1 24.00 0.50 701 701 613 B-2 Right Opening 2 41.00 0.50 701 701 131 B-2 Right Wall End 44.00 0.50 701 701 Line C C-1 Left Wall End 0.00 32.50 1191 1141 Line C Vert. Element 3.50 32.50 591 541 Line C Vert. Element 8.50 32.50 541 541 C-1 Left Opening 1 9.00 32.50 961 961 161 C-1 Right Opening 1 15.00 32.50 780 780 181 Line C Vert. Element 20.00 32.50 541 541 C-1 Left Opening 2 23.00 32.50 600 600 38 C-1 Right Opening 2 27.50 32.50 600 600 295 Line C Vert. Element 34.50 32.50 541 541 Line C Vert. Element 40.50 32.50 541 541 C-1 Right Wall End 44.00 32.50 1141 1141 Level 2 Line- Position on Wall Location [ft] Holddown Force [Ibs] Dragstrut Wall Or O enin X Y Shear Dead U lift Cmb'd Force Ibs Line 1 1-1 Left Wall End 0.00 0.00 269 269 1-1 Left Opening 1 0.00 14.50 269 269 45 1-1 Right Opening 1 0.00 17.50 269 269 47 1-1 Right Wall End 0.00 32.50 269 269 Line 5 5-2 Left Wall End 44.00 0.00 275 275 33 5-2 Right Wall End 44.00 32.50 275 275 Line A A-1 Left Wall End 0.00 0.00 608 608 A-1 Left Opening 1 3.50 0.00 608 608 142 A-1 Right Opening 1 8.50 0.00 608 608 35 A-1 Right Wall End 12.50 0.00 608 608 127 A-3 Left Wall End 21.00 -2.00 608 608 174 A-3 Left Opening 1 24.50 -2.00 608 608 32 A-3 Right Opening 1 29.50 -2.00 608 608 209 A-3 Right Wall End 33.00 -2.00 1217 1217 A-4 Left Opening 1 36.00 -1.00 608 608 55 A-4 Right Opening 1 41.00 -1.00 608 608 122 A-4 Right Wall End 44.00 -1.00 608 608 Line C C-1 Left Wall End 0.00 32.50 541 541 15 WoodWorks® Shearwalls LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 DRAGSTRUT AND HOLDDOWN FORCES (flexible seismic design, continued) C-1 Left Opening 1 3.50 32.50 541 541 108 C-1 Right Opening 1 8.50 32.50 541 541 77 C-1 Left Opening 2 11.00 32.50 541 541 C-1 Right Opening 4 20.00 32.50 541 541 332 C-1 Left Opening 5 34.50 32.50 541 541 114 C-1 Right Opening 5 40.50 32.50 591 541 108 C-1 Right Wall End 44.00 32.50 541 541 load contribution to 16 ' WoodWorks® ShearWalls LUBBESMEYER 2122 SHEAR.wsr Jun. 13, 2005 22:52:47 17 COMPANY PROJECT Wooed Wo r ks° Pacific Northwest Engeering LUBBESMEYER 2122 (253)589-3265 F1 June 13, 2005 23:03:58 SOFTWARF POR WOOA Of57GN Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs, psf, or plf ) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) ~ -- - - _ - p' 7'-8" Lumber-soft, D.Fir-L, No.2, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (stress=psi, and in ) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC# 2 = D+L, M = 2046 lbs-ft Shear LC# 2 = D+L, V = 1091, V design = 916 lbs Deflection: LC# 2 = D+L EI= 177.83e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 45.0 No Load2 Live Full UDL 240.0 No Dead 191 191 Live 900 900 Total 1091 1091 Bearing: LC number 2 2 Len th 1.0 1.0 Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 59 Fv' = 180 fv/Fv' = 0.30 Bending(+) fb = 801 Fb' = 1170 fb/Fb' = 0.68 Live Defl'n 0.10 = L/936 0.25 = L/360 0.38 Total Defl'n 0.13 = L/710 0.38 = L/240 0.34 WO~t~WOrkS~ SOfTWARf fOR WOOD OFSIGN COMPANY PROJECT Pacific Northwest Engeering LUBBESMEYER 2122 (253) 589-3265 F2 June 13, 2005 23:04:11 Design Check Calculation Sheet Sizer 2004 i LOADS: (Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 100.0 No Load2 Live Full UDL 400.0 No Load3 Dead Full UDL 255.0 No Load4 Snow Full UDL 425.0 No MAXIMUM REACTIONS a ~ and BEARING LENGTHS (in) s' Dead 1088 1088 Live 1856 1856 Total 2994 2944 Bearing: LC number 3 3 Len th 1.3 1.3 Lumber-soft, D.Fir-L, No.2, 4x10" Self Weight of 7.69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NHS-2001: (stress=psi, and in ) Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 101 Fv' = 207 fv/Fv' = 0.49 Bending(+) fb = 1062 Fb' = 1242 fb/Fb' = 0.85 Live Defl'n 0.05 = <L/999 0.20 = L/360 0.24 Total Defl'n 0.09 = L/789 0.30 = L/290 0.31 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.15 1.00 1.00 1.000 1.200 1.00 1.00 1.00 1.00 - 3 Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 3 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 3 Bending(+): LC# 3 = D+.75(L+S), M = 4416 lbs-ft Shear LC# 3 = D+.75(L+S), V = 2944, V design = 2188 lbs Deflection: LC# 3 = D+.75(L+S) EI= 369.34e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT Pacific Northwest Engeering LUBBESMEYER 2122 WoodWo r ks`~ (253) 589-3265 F3 June 13, 2005 23:04:22 SOfTN'ARf FOR WOOD DfSlGN Design Check Calculation Sheet Sizer 2004 LOADS: (ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 110.0 No Load2 Live Full UDL 440.0 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) o' _- --~ s' Dead 353 353 Live 1320 1320 Total 1673 1673 Bearing: LC number 2 2 Len th 1.0 1.0 Lumber-soft, D.Fir-L, No.2, 4x10" Self Weight of 7.69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (stress=asi, and in ) Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 58 Fv' = 180 fv/Fv' = 0.32 Bending(+) fb = 603 Fb' = 1080 fb/Fb' = 0.56 Live Defl'n 0.03 = <L/999 0.20 = L/360 0.17 Total Defl'n 0.05 = <L/999 0.30 = L/240 0.16 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.00 1.00 1.00 1.000 1.200 1.00 1.00 1.00 1.00 - 2 Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC# 2 = D+L, M = 2510 lbs-ft Shear LC# 2 = D+L, V = 1673, V design = 1243 lbs Deflection: LC# 2 = D+L EI= 369.34e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. COMPANY PROJECT Wood Wo r ks® Pacific Northwest Engeering LUBBESMEYER 2122 (253)589-3265 F4 June 13, 2005 23:04:34 snFrwaae ~oR wnnn nrsre~v Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs, psf, or plf ) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) - - -- ~ 0' 11' Glulam-Unbal., West Species, 24F-1.8E WS, 3-118x10-112" Self Weight of 7.55 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (stress=psi, and in ) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fb'+ 2400 1.00 1.00 1.00 1.000 1.000 1.00 1.00 1.00 1.00 - 2 Fv' 240 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2 Bending(+): LC# 2 = D+L, M = 7677 lbs-ft Shear LC# 2 = D+L, V = 2792, V design = 2347 lbs Deflection: LC# 2 = D+L EI= 542.63e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSI/AITC A190.1-1992 3. GLUTAM: bxd =actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Load Type Distribution Magnitude Location (ft] Pattern Start End Start End Load? Loadl Dead Full UDL 100.0 No Load2 Live Full UDL 400.0 No Dead 592 592 Live 2200 2200 Total 2792 2792 Bearing: LC number 2 2 Len th 1.4 1.4 Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 107 Fv' = 240 fv/Fv' = 0.45 Bending(+) fb = 1604 Fb' = 2400 fb/Fb' = 0.67 Live Defl'n 0.24 = L/543 0.37 = L/360 0.66 Total Defl'n 0.34 = L/387 0.55 = L/240 0.62 COMPANY PROJECT ~~~~i - ,~ ~ ~~® Pacific Northwest Engeering LUBBESMEYER 2122 W (253)589-3265 F5 June 13, 2005 23:04:51 SL)f7WARf fAR WOAD OFSKM Design Check Calculation Sheet Sizer 2004 LOADS: (Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? Loadl Dead Full UDL 80.0 No Load2 Live Full UDL 320.0 No MAXIMUM REA TIONS (Ibs) and BEARING LENGTHS (in) o' 8' Dead 351 351 Live 1280 1280 Total 1631 1631 Bearing: LC number 2 2 Len th 1.0 1.0 Lumber-soft, D.Fir-L, No.2, 4x10" Self Weight of 7.69 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (stress=psi, and in ) Criterion Anal sis Value Desi n Value Anal sis/Desi n Shear fv = 61 Fv' = 180 fv/Fv' = 0.34 Bending(+) fb = 784 Fb' = 1080 fb/Fb' = 0.73 Live Defl'n 0.08 = <L/999 0.27 = L/360 0.30 Total Defl'n 0.11 = L/852 0.40 = L/240 0.28 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 900 1.00 1.00 1.00 1.000 1.200 1.00 1.00 1.00 1.00 - 2 Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+); LC# 2 = D+L, M = 3262 lbs-ft Shear LC# 2 = D+L, V = 1631, V design = 1316 lbs Deflection: LC# 2 = D+L EI= 369.34e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. `~ WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN LUBBESMEYER 2122 SHEAR.wsw Level 1 f 2 p----~---- -- ~ ~ --- ~ WoodWorks® Shearwalls 2004 - ~ ~ C'1 ~ I ~ ~ June 8, 2005 08:10:21 ~ i ~ ~ -- I I ----~----', -- I --~- ----~--- I --~----- i ~----T-- ~---- 3o- - - ---- --- ~ -- -- ~ ~ - --- ~ - ~ ---- ~ - -- ~ - ---~~I -- ~ ~5' I ~ ~ ~ ~ ~ - - - I - - - i -- ----~-----~-- - ~- ---~--- ~I --~---- ~ ~----~- ~ ---~--- ~ -a--1o- -- ---------r-- --t- I ----1--- -~----- I -----~-- ---r--- -~ -~ ~ ~ ii ~ ~ 6 r-1 i I B-2 i ~ ~ ~ ~~ ~ b~ ~ ~~ 2p. 4~~ ,~ WoodWorks® Shearwails SOFTWARE FOR WOOD DESIGN ~ I LUBBESMEYER 2122 SHEAR.wsw WoodWorks® Shearwalls 2004 June 8, 2005 08:10:21 Levei2~of2 ---~----~ ---- ~----~----~----~----~- ~- -r~ I I i I I I I I - ~ ~ ~ ~ ~ ~ ~ ~ - { t ~ ~ ~ ~ I ~ If I ~~ I II .. ~ .-_------ - I --- i _- - i- --- -- -----! - ----- - I 1 /~:~ ~ ~ t ~ ~ ~ I / ~ I ~ ``~~,. ~ '~ ~ ~ ~ ~ ~ I ~ ~ I ~ a' ya ~ ~ ~ ~ - - - -- -- --- - E __ _ ~_ ~_~ ~.~1,.,1. _~ ~ ~~-~ q-2 -_-----~ - - c*~ ~_r~ _.W r. ..~ ~l ~.....,~., _.,. ~ _ , ~. . 3o- ~~ ~ ~ ~ ~ ~ ~ ~ -A-3..._ _ __.~~ m .~ _~y _ ~ m_ ~. _.,0..~F_.,..~__~°_ ~ ~ ~ I _ _ ~.._._~..~.~ _ ____m ~_~ .. ~ ~___.~ .~ ~~ ~' 1 p' 1 ~' 2p' 2~' 3b' 3~' 4p' 4~