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HomeMy WebLinkAboutPermit D03-183 - CASCADE GLEN - LOT 13 NEW SINGLE FAMILY RESIDENCECASCADE GLEN - LOT 13 3817 SOUTH 132 "0 PLACE D03 -7 83 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Parcel No.: 1422600130 Permit Number: D03-183 x 1-_. ,l- Address: 3817 S 132 PL TUKW Issue Date: 07/24/2003 ce 3: Suite No: Permit Expires On: 01/20/2004 6 v 00 N Tenant: w = Name: CASCADE GLEN -LOT13 J~ Address: 3817 S 132 PL, TUKWILA, WA w O 2 Owner: g 5 Name: DREAMCATCHER HOMES LLC Phone: c Address: 13407 51 AV W, EDMONDS WA = w F- _ Contact Person: ? Name: Phone: z O Address: , UJ ul U� Contractor: O cn Name: J A K DEV & CONST CORP Phone: 206 - 300 -6874 o H Address: 13407 51ST AVE WEST, SEATTLE WA = w Contractor License No: JAKDECCO23NS Expiration Date:09 /04/2004 I H -O DESCRIPTION OF WORK: LLj Z CONSTRUCTION OF A NEW 2,590 SQ FT SINGLE FAMILY RESIDENCE, 385 SQ FT ATTACHED GARAGE AND 115 SQ FT v COVERED DECK AREA. p I— PUBLIC WORKS ACTIVITIES INCLUDE: DRIVEWAY ACCESS, LAND ALTERING, DRAINAGE FOR ROCKERY, TESC, AND Z STORM DRAINAGE. Value of Construction: $ $249,977.90 Fees Collected: $3,458.19 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: doc: Devperm Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 200 c.y. Fill 200 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: N N Y N DEVELOPMENT PERMIT Private: Profit: N D03 -183 Public: Non - Profit: N Printed: 07 -24 -2003 Water Main Extension: Water Meter: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N Private: Public: N ** Continued Next Page ** D03 -183 Printed: 07 -24 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: 7--..2/-ti 3 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. doc: Devperm Signatu ` �� Date: 7(4/4 /b3 Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D03 -183 Printed: 07 -24 -2003 w:4il+lutA.:.miriuN�iJLt. .L +a. i w t .:: .saa1+41ui City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z w O 0 CO -1 • _ F- O w w 0 2: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and g Q = a 3: Any material spilled onto any street shall be cleaned up immediately. Z 4: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation w O off -site or into existing drainage facilities. g uj U o 5: The site shall have permanent erosion control measures in place as soon as possible after final grading has been O completed and prior to the Final Inspection. F= w w 6: The Land Altering Permit Fee is based upon an estimated 200 cubic yards of cut and 200 cubic yards of fill. If the - H final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the - 0 difference in permit fee prior to the Final Inspection. v 7: Downspouts, driveway, patio and drainage from other impervious areas shall be collected in an on -site storm drain O ~ system. Drains shall be 4" minimum diameter, PVC schedule 40 or corrugated poly ethylene pipe with a minimum 1% slope Z for gravity discharge to location approved by the Public Works Department. Downspouts shall not connect to footing drains. Footing drain and downspouts may share a single discharge pipe downstream of the lowest footing drain. 8: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 9: Driveways shall comply with City residential standards. Driveway width shall be a 10' minimum and 20' maximum. Slope shall be a maximum of 15 %. Parcel No.: 1422600130 Address: 3817 S 132 PL TUKW Suite No: Tenant: CASCADE GLEN - LOT 13 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** completion of work at least 24 hours in advance. 10: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 11: All conditions of the Hillside Homes a.k.a. Cascade Glen plat approval shall be met. Refer to permit nos. MI2000 -278, L99 -023 and L99 -024. The Geotechnical Engineer shall provide certification on a lot by lot basis, including excavations for rockeries, that the work has been completed in accordance with all geotechnical recommendations. 12: Rockeries shall be constructed per City of Tukwila standard detail RS -5. In the event that a rockery can not be installed per standard detail, the applicant is required to notify the Building Department immediately and submit alternative engineered plans for a retaining wall, including structural calculations. 13: Install yard drain(s) and perforated pipe along the driveway, as necessary to prevent on -site ponding of storm water runoff. doc: Conditions D03 -183 Permit Number: D03 -183 Status: ISSUED Applied Date: 06/11/2003 Issue Date: 07/24/2003 Printed: 07 -24 -2003 N, • 1. brij. Y:: �t' rKh�, �,'.: 3i?t i,' .s,c.Y�e'v.;`r!2.n+(�'L�e,7iifw City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 14: ** *BUILDING DEPARTMENT CONDITIONS * ** 15: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 16: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 17: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 18: All mechanical work shall be under separate permit issued by the City of Tukwila. 19: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 20: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 21: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 22: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 23: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 24: All wood to remain in placed concrete shall be treated wood. 25: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 26: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 27: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 28: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 29: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 30: Water heater shall be anchored to resist earthquake (U.P.C. 510.5). I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. doc: Conditions 003 -183 Printed: 07 -24 -2003 t acv`�.yz. Name: _s74.. Mailing Address: E-Mail Address: Company Name: Mailing Address: Contact Person: E-Mail Address: Contact Person: E-Mail Address: \applications\ mint application (3-2003) 3/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Li c t%4 Page 1 Building penult -No: Me - Public WorksPermit No.. &use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** 26 ) King Co Assessor's Tax No.: IL{ 2 — 30 -‘1) Site Address: 3 8 1 5`e)L-t 1 3Z L Tenant Name: Q1-€ 1 Property Owners Name: 1)1Z.Zars...$-\rikci-c91-git L Mailing Address: Address: TI.--v5z, 1c) e e, H *3 =g3 Zip 933 Suite Number: New Tenant: City State City Fax Number: City State Zip Contact Person: -.7t\-So r___e Day Telephone: ,? 34 3c,e, E-Mail Address: S r..... cfe-brLYZ. C 7 . C.21,4 Fax Number: 7--1 Contractor Registration Number: ---2\tr--- -1 .6" - C...0 417...S_S. Expiration Date: VC, 2 1 /8-eT **An original or notarized copy of current Washington State Contractor License must be presented a the time of permit 'ARCHITECT ECOD . All lanust .be.wetitamped bkArehiteet , , . , , . • . • • . • , . . • • . ' • . • • • • • • • • . Company Name: Mailing Address: lENGINEER OF RECORD --,A.11 plans must be wet stamped by Engineer of Record . Company Name: Mailing Address: Floor: .... Yes Day Telephone: (7-44) ..)1:!5 6 72 State Zip - e - b - ) 741 2 - 6 31 1 State City Day Telephone: Fax Number: City Day Telephone: Fax Number: State ..No Zip Zip .k.r.uthro,40:4:11:#4,130.4■44-4,4,1040,...., Valuation of Project (contractor's bid price): $ � god Existing Building Valuation: $ Scope of Work (please provide detailed information):. Ce _ G 1 I r' G -r Will there be new rack storage? 0 ..Yes Off No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below 1't 2 '° Floor. 3'a Floor Floors :Basement Accessory. Structure* Attached Garage Detached Garage` Attached Carport Detached Carport Covered Deck :. Uncovered Deck • Interior Remodel. Addition to Existing, Structure. New Type. of Construction per UBC v � iJ Type of Occupancy per UBC: �? 3 PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 1S *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 ....Yes 0 ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers U ..Automatic Fire Alarm .None 0.Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 ..Yes ❑..No If "yes", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \application& \permit application (3.2003) 3/2003 Page 2 u::SGr•.i kxr' }WW1'. '•, : t :ri,.:a•..S„a:..sv,.vrz1 At ' \W.O LIC WORKS PERMIT IN*' 7RIVIATIO 206 433 -01' Scope of Work (please provide detailed information): �,�-C �`,t� l . {� % :4:='1\ %/g- 4 u -� iL- t�eJ - � , � l % S L (A pk UJ / �'� / )t4 ( » A G t t c_k_k. c 6-5 Water District ❑ ...Tukwila ❑ ... Water Availability Provided Please refer;to Public Works. Bulletin #1 for fees and estimatesheet.; . ... Water District #125 Sewer District ❑ ...Tukwila R.. ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way "2-0° Non Right -of -way ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill -/i r cubic yards ❑ .. Storm Drainage '2,0O ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ..:Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporar Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public \applications \permit application (3.2003) 3/2003 „ „ Call before you Dig: 1-800-424-5555 „ WO# WO# WO# Private Private ❑ .. Highline ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: City State Zip Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: Slate Zip Day Telephone: City Page 3 ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ .. .Deduct Water Meter Size Unit Type: Qty : Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM / Mechanical Equipment 0 - 3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 4 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP/1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU 1- Ieat/Refrig/Cooling System ` Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind VIE CHANICALTERMIT. INFORI 1ATION :=;206 -.431 -367 MECHANICAL CONTRACTOR INFORMATION Ne— Company Name: Mailing Address: Contact Person: t PP- .tomb. E -Mail Address: � - - --i'? . Fax Number: OA � ?!� ( Contractor Registration Number: ,S94. r\13 Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Lf D— era Scope of Work (please provide detailed information): Use: Residential: New ....'- Replacement .... Commercial: New ....0 Replacement .... Indicate type of mechanical work being installed and the quantity below: lapplicalionslpermit application (3-2003) 3/2003 Page 4 c LTt�� City Day Telephone: Fuel Type: Electric EJ Gas ....E.. Other: IT APPLICATION NOTES Applicable to : all permits_ in this application :. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN I: • AUTI-IORIZE • ENT: Signature: Print Name: Mailing Address: - Day Telephone: �23) 3 cats C $ 7L City State Zip 5 %.- ;- Date: 6/1 ( / State Zip r.?r-- Date Application Accepted: Date Application Expires: /z 3 Staff Initials: i !li Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600130 3817 S 132 PL TUKW CASCADE GLEN - LOT 13 R03 -00894 SKS 1165 DREAMCATCHER HOMES TRANSACTION LIST: Type Method Payment Check 2233 BUILDING - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Description RECEIPT Account Code 000/322.100 000/342.400 000/342.400 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,935.75 Current Pmts 1,833.75 54.50 43.00 4.50 Total: 1,935.75 D03 -183 APPROVED 06/11/2003 1,935.75 a' (:)7/28 9716 TOTAL 2019.3J. 07/24/2003 11:46 AM $0.00 Printed: 07 -24 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1422600130 3817 S 132 PL TUKW CASCADE GLEN - LOT 13 R03 -00725 SKS 1165 TRANSACTION LIST: Type Method DREAMCATCHER HOMES, LLC Payment Check 2196 PLAN CHECK - RES PW BASE APPLICATION FEE PW LAND ALT PLAN REVIEW PW PLAN REVIEW Description RECEIPT Account Code 000/345.830 000/322.100 000/345.830 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,522.44 Current Pmts 1,191.94 250.00 37.50 43.00 Total: 1,522.44 D03 -183 PENDING 06/11/2003 1,522.44 06/11/2003 04:07 PM $1,935.75 4541 06/12 971.6 TOTAL 1522.44 Printed: 06 -11 -2003 COMMENTS: ! 1 / "re 5 (w � j / ,� Add y t 1 3 24.-Pi/ , ' (30 1 ` 1 J Special Instructions: Date Wanted: o t a.m. Requester: t 1 `"" ( 3 I-& i 0 1- /..____ _ 30 0 I , Jii rr' 1 1/ i //�J W AF ,ru A d . _ 1_ / ter._ : f.— .A.........e..e..... // / , . IS (/C+ <-(11-14 r. s ir-" / P�ject: 1 l =r 4 c7I �/!�(` Type of I pection: 0 wiax 1 Add y t 1 3 24.-Pi/ Date Called: ' (30 1 ` 1 Special Instructions: Date Wanted: o t a.m. Requester: t 1 `"" Pho2e No: _ 30 0 I , Jii Inspecto INSPEC+CION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit Date: Do -1g? 2'2,4 13,4 Approved per applicable codes. a Corrections required prior to approval. ri $47.liOREINSPECTI rT FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: vio COMMENTS: Type of Inspectio F,,,cy ' vvo y 4----,,,,,P , ,,,,e," Address: Z8 11 <5 )3 a PI Date Called: al 0 q6c/ Special Instructions: Date Wanted: J O2 /r)d /0L/ a.m. p.m. Requester: r ' ...1 "t �. /kf - y . ./ /Ze. c_ e cc-i-- 42) it-r-r i 4) 4/ y ( s/` eta' s- - ., /7/ ,1.—_,0 l&-e -f \ Ppject: vosccede gm 40-6 0 Type of Inspectio F,,,cy Address: Z8 11 <5 )3 a PI Date Called: al 0 q6c/ Special Instructions: Date Wanted: J O2 /r)d /0L/ a.m. p.m. Requester: r ' ...1 "t Phone No: ,206 - 500 -6 & 1. cu 51) INSPECTION NO. INSPECTION RECORD Retain a copy with permit Ddo-ig 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: 6; U Date: / LI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prowj: LI etSCCAL GI-ev\ 4'115 Type of Inspektir: , VOrlo,is Address: 132_ TI Date Called: Special Instructions: Date Wanted: , .., 1 -Ott a.m. p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 -3670 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: sLL - Ai/A 1 1. 1c , 000 A k)c4k s1A-r-\(,\\11, AyA Inspector: Date: 02.1 n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be " --1 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P/r 'ea: r� ,,Q ( it.6 ,� fr,f4-14-1.3 T ype of Insp i on: 4 ! tip .. Add ess: X 1 c , ( 3 ��`rpt Date Called. ; - : ( �� ; l S Special ecial Instructions: Date Wanted: ! 1 o / oq p.m N Requester: (, Ph a /N/o� 1 0 _ q u; Q��� -C„ : T t�V INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 p06)4 , 'L3 -670 ►s Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector. ) (� _ j) Date: 1_ O4i JJ S47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj GScn cln Coi.e 1 3 Type of I l�G it� cti n: bIL: �l� i; v� Address: ; i ,S 3c) 1 Date Called: Date Wanted: II. 31 • 03 `a -�` —o a m m. Special Instructions: Requester: 1 } Phone No: IC) 3- 1 S'3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43'1 =3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 121:4; 1✓`' . ) - - t) cn e LC r - QA- Inspector Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ,inj'ect: A P ( . "0 . -scadie frii- toil 3 Type of Insaection: / 77-7:( , Address: 53 r I. 13,), -p 1, Date Called: 1.07 (0,3 Special nstructions: Date Wanted: /0/3103 a.m. Requester: j Pho2 No: k. proved per applicable codes. INSPECTION RECORD Retain a copy with permit INSP-t1J NO PERMIT CITY OF TUKWILA BUILDING DIVISION 16300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 COMMENTS: ■■••••■• Corrections required prior to approval. $47. 0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: N.! Proje 4) Type Ins ection: Address: 3e 1 s I I Date Called: L i , - 63 Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION NO. Approved per applicable codes. INSPECTION RECORD �� 3` Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION., 6300 Southcenter Blvd., #100, Tukwila, WA 98188431 -370 El Corrections required prior to approval. COMMENTS: r:ik..1,` ° OP sir aroo Inspector: Date: n t --)-(/) , 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj t: ( t r s r- 0 h e co l r +n ` 1 3 Type of Inspection: �cou ThC v[ G4 1 611 Address: -S f`1 S t -2 1? ( 1 Date Called: at-to -- 6- Special Instructions: Date Wanted: (_a.m.. p.m. Requester: Phone No: II INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: l �I St l0mr Ir` Cv!. �r - tA c ?c Vev\- i lr-,•/( 04 h CA/ S Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I COMMENTS: • 1/4AC''4, ' \P4-(A)-e kayl AO() r ' , 7 / € I ra . at -c troy:A .4) tAir 1 400 r 1 2 7_,A' \-) r (1 '; a: 1., t A noir ( a.m. p.m. kr\cuttt \n-c\-tu.efie ktAl..> o t" of \, 6 Y'o u c d polf‘',11 --Pv 14 1 LAI 87 i 11 Av, ( ■ e.(-s )__ ,rm Project: - - - An. 2 o 7 /3 Type of Inspection: ' 4 ,e z Address: , .. ...7 f 7 / 7 .....7 / 5; , 7 / € Date Called: c?"--...7.5.---e:13 Special Instructions: Date Want_ep: ( a.m. p.m. Requester: Q e 7 c-r - /ee..e..• Phone N6': / 87 10 ," • . . . , ' • ) • INSPECTION RECORD Retain a copy with permit o-/? INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 PERMIT Approved per applicable codes. IZ Corrections required prior to approval. Inspector \2 Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: " 101 , • • Project: Type of Inspection: dress: ;1-1 5 . /3? Pl. Date Called: 6 71,-)5103 Date Wanted Lit a.m. Special Instructions: • Requester: 1\ )r Phone No: " ?3o - ( q INSPECTION RECORD Retain a copy with permit 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Do -. 1 ? (206)431 -3670 Approved per applicable codes. E1 Corrections required prior to approval. COMMENTS: 5 - A &IE Receipt No.: Date: 9 -- 2 •—I l / _ $447 0 REINSPECTION FEE REQUIRED. Prior S6 inspection, fee must be p3i at 6300 Southcenter Blvd., Suite 100. C I to schedule reinspection. Date: A.GJi..,. si+:Ml` / i�d1P�T•. r,�..s .: 1' ...�5;.•.4• +'J�'..„.,i:. P ojec�t 9,9-el n � x s Type of Inspection t ' Address: 3X31'7 s. t 's , i Date Called: 9 : zs -o Special Instructions: _ Date Wanted: a.m. - ?3 -03 P.m. Requester: Phone No: r20L - 3o to -- (0 371 , o3- '83 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER • 40 CITY OF TUKWILA_BUILDING DIVISION, ' 1111 6300 Southcenter Blvd., #100, Tukwila, WA 98188 :. ' -(206)431-3670 proved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Date: q- 3-c) ��ct.0 47.00 REINSPECTI FEE REQUIRE. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 d0.,Call to schedule reinspection. Receipt No.: Date: COMMENTS: . r ► i S. S, J c --- 0 ,�rt S c. t in 1 (+ t k 1 l ) - \ 1 7r \ C9 - 1) AA a- 10 IEV( /V P. bP t.,14 P4(� � . j 4 ' 0F. L .s Q Date Cal '5'i WZ"- t 1 NJ Cart R A N 9 0 S (' 01∎Mi 6T /J ,_,) CI 51/ / 4 Qot/j . n 6 . .) ( OrJ AA ;‘,1.) ' i& v 1.1 E.r.R, ) ,4 - 14 uyve N A) i I f2Pvf .s , ,,-te � N- -- I b 1 act (-I- Vu s-e- Phone No: - 7,0(, - 3orrci,)87 1-- I O f' Y )4 0 e LJ € f3 (- ,✓w 7 s —3 \-4-0.r - ; ov-J r` k b,rsN yo c - 7.4 c Ao Pro'ect: � (.a ( ((ii-L,n- 6 Type of In pection: — __. (l {fir e A r� - 2.tg I -1 1?).2 p / . Date Cal ed: J Sbecial Instructions: Date Wanted: / CL: /� U CL. Requester: Phone No: - 7,0(, - 3orrci,)87 te W� No INSPECTION NO. or: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E] Approved per applicable codes. taCorrections required prior to approval. 47:00 REINSPEC TON FEE REQUIRE.b Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Date: 9- 2 3- OS PERMIT S Project: isc,i 64/ - 24) t/3 n: f I Type on pectio ,&i �, Address: J 7 s /eZ '°e- Date Called. �J- y e 3 Special Instructions: Date Wanted:, . ' d ,m. cP.m Requester: /' Phone No: (006. ) 7..;?) -262_ is • INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431- 670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: Date: _ - -Q 7.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: I . Date: �! v Wif 'as 2.tt:M..xA ;: Project: (C C 612-r( /a 7/3 Type of Inspection: 4c1. .:c' c( 2 Address: 8/7 J /82 ,''L -- Date Called: '- /-33 Special Instructions: Date Wanted: a S o3 z Requester: /lb( Phone No: o ( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: !1� c Q ( .rte IALszt, c .- 111 ector: Date: Receipt No.: Date: pproved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P�gject: t! �° Co ( Fro 1 Type of Ins ection: t� I '2.!141) F k r-- wo Address 38 1-7 \32 V Date Called: b -1-5- -03 Special Instructions: Date Wanted: _ a.m. Requester: P" a 730 - 25 Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Do3 -4S (206)431 -3670 roved per applicable codes. El Corrections required prior to approval. COMMENTS: Date:, .00 REINSPECTIgN FEE REQUIRE p. Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite i 00. Call to schedule reinspection. Receipt No.: Date: Pr ' _ r / (/ / / l ' �' I / ' v / ( r+J/�� cam' V ` / r / ` 7 J Y T o / f / Inss,Re //��/ //�� A�� /�j - l5 • V / /� / I.f/�. A r s : ei Date Called: ` Special Instructions: Date Wanted: . 6_9 Requester: pj � Ph(t No; ) 73 _,Mco INSPECTION RECORD: Retain a copy with permit INSPECT 101I N0. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 1�Approved per applicable codes. COMMENTS: Insp4 �a { 7.00 REINSPECTION FEE REQUIRED., fior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 1.00. Call to schedule reinspection. Receipt No.: Date: /2 Date: • Corrections required prior to approval. Pr ! ct: ( G ( e- Typ f Inspe lion: ' ■ 4a mod,! Address: / t Dat Called: 1 n / D 3 S I'Instrucfion' s: I c04. .{ 6114 Date Wanted: Requester: /} ,% Ph//I'D - x - _ /(.p r .. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 003- SI Corrections required prior to approval. COMNILTS: r: .00 REINSPECTIOFFEE REQUIRED. id at 6300 Southcent r Blvd., Suite 10 elpt No.: Da + Z rior to inspection, fee must be . Call to schedule reinspection. Date: Project: i ;. ♦ i' f rr __ /f 1 r (01 Ty of Inspe tion• :ruc: o ress. 31/1. „, ?� Da a Called: / Date Wanted: 47a? i € . Requester: /^�� � Y , Ck P ne No: ID” Uc.P) D 9(p r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 9 /D El 47.10 REINSPECfION FEE REQUIRED. Prior o inspection, fee must be ai• at 6300 Southcenter Blvd., Suite 100. C II to schedule reinspection. Receipt No.: Date: COMMENTS: - -z Type of Inspection: roof c Yai h -i e, in Address: S 1 324 P1 J r ,KA 03 i) -). Tu-oid-- 9/A4' J:3 C.1..41-1/4., p , vi . C (RA-ty, .-{ } • ad ,k_ c: 0 C (k ii F 0 4 , r .- Q.. _;; -J �:=> U V 1, lb - Q ...t. P .' ,,, Requester: (M* 0K) ay ..- -ice Phone No: 30a ..► 6 814 v Project: Ua cake G ten Type of Inspection: roof c Yai h -i e, in Address: S 1 324 P1 J r Date Called: _7 -0 Special Instructions: ` '- Date Wanted: q S - a.m. pm Requester: (M* 0K) ay Phone No: 30a ..► 6 814 v INSPECTION RECORD Retain a copy with permit Da3 - I $3 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections•required prior to approval. Inspector: Date: qf El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: -� c...s 1 --,,de.....--v,--- 06a-4A-ix- Icy, A.cc c 1.N ( ci<cs- cJcac. 'M Ql k u�_�'_. M i 1` L Rl �fr► Q..tx. .' Slt,C__ f� '' L ' •.t - . k„)� +�`- (Dv1 , ' 2$. M AMY. 1.. � A C ' f., f 44.3 • Gino- v . ONAL 1 •,, rg7-0,," Tii r • -. Earth Consultants, Inc cmaachnien1 E 15notra Geoblests A a1%'haminrtd Scientists Q 45/RR'bon -m ng &'coo / wADo MN:medal Services 1805 136th Place N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 643-3780 • Toll Free (888) 739-0670 FAX (425) 746-0860 DAILY FIELD REPORT Grading Contractor eid Rep. Time ite Travel Time Permit No. Grading Foreman Miles ,4O Hrs. Charged Page of 1 I Job No. V OL - I& ime Off Site Date jo oG .2 h "1 W Visitors Checked By Report No. Day of Week �al roject I Job Location S '�� General Contractor ° ' 1 t� Ge l Con ' tn (2); e Superintendent ent Client/Owner R eceived Unchecked By Date Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, contact the building department or explain below: COPY TO: • r CONTINUED ON NEXT PAGE ❑ 74 Cf�1!; Sdq?}= �� '7•ut?RR;(M7;dM00 ' TY;JX 5Y5'a kkAntr'rTiS'i`i'�"4: r. e .a -, I.•• a - .e. It •_. L.. . -I -1 5 . ' s .o ll irr i lIMIIM I IMMIMIIK O .. ' ■ ► tea' �_ N. • 0 L ' ♦ e. ' a _ I _ .� lei _ St, - r fir _•k CV N. a •t. • , �•C.1� • • S • \ \ •. • la .. AP. _ Aft. _ bh r: l . AlliMMINEVIMIIII . iii, J�Ai; C . M - 0 4 . 4 r .0: 1111=e- In. . Akn A r. CITY OF TIIKWl1 A ` a t � • PERMIT CENTER 11 TONAL [ /'" ze 2ca0 q 62/02/2004 11 16: 51 Grading Contractor I COPY TO; 4257460860 --/e3 Earth Consultants, Inc exsnArhnlnnl pjtyirr" Go,ki* to A Env nlRMnml Q.111tEtbi rnnanr,hn' AIM A IMO I WAHO trt wrn 41 Q:'t\iR`e 1805 1381h Plana N.E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 843 -3780 • Toll Free (888) 739.8870 FAX (425) 748.0880 DAILY FIELD REPORT Project No. Permit No. Grading Foreman Are approved Plans/Permits on -site ■ Yes ❑ No d•3 2'slliv t. y;}��A'. ilx. fir:., EARTH CONSULTANTS PAGE 82/82 1.,c 13 d Rep Time _ Ite 1<i: Travel lime Pernik No. Job No. �e 0 Site % 00 Mules ,hd Hrs, Charged Client/Owner Checked By Page of Z / Visitors q Received unchecked By Date Report No. ay of Week VI QA If No, contact the building department or explain below: S CONTINUED ON NEXT PAGE ❑ '62/02/2004 16:51 4257460860 To: FAX Number 1 4 LJ as From: Subject: Number of Pages Including Cover Sheet Comments: CC: 1. 1. � 2./.36 2. EARTH CONSULTANTS Original Copy to be mailed: ❑ Yes L7 No Earth Consultants, Inc. G ooicdinIal rnene+ers. «ologlebt A Fmfifon mCnt I Sdc 11515 C:crianxlnr„ts1,1R& ICBO I WABO Inspection Servkr -. PAGE 01/02 Reference: 40 t - 7 6 Date: _4Le 4 FAxC_OVER$HEET e If you do not receive all of this FAX or have any questions, please call (425) 643 -3780. This FAX is intended solely for the use of the individual to whom It is addressed and may contain information that is privileged, confidential or otherwise exempt from disclosure under applicable law. If the receiver of this FAX is not the intended recipient or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. 1805 - 136th Place N.E.. Suite 201, Bellevue. Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 14UY- '100—tl7bo a a i o t tort 1145.03 Jihad Keirou JAK Inc. 13407 51 Ave NE Edmonds, WA Re: Vapor Block Dear Jihad, We have applied Rodda Vapor Block latex primer sealer with a perm rating of less than one to . the following houses at Cascade filet. Lot # 6, Lot # 8, Lot it 17, Lot # 2. Lot # 3, LOt #43 i end Lot # 13. Approximately 4 mills of wet product were put on the walls and ceilings. Manufacture guidelines say this should give a perm rating of .68. Sincerely, Marcus Eldred MARCUS DRYWALL, INC 2701 NEWBERG ROAD SNOHOQAISH. WA I52ge PH. 425-331 -4253 FAX 425 -334 -1114 133 ,fEr) DEc J03 DEPA FiTiitIENT 11.05 -03 Jihad Keirou MK inc. 13407 51" Ave NE Edmonds, WA Sincerely, Marcus Eldred 4ASibb. MARCUS DRYWALL, INC Z708 NEWBERG ROAD SNOHOMISH. WA 18290 PH. 425-336-4253 FAX 425- 334 -1114 Re: Vapor Block Dear Jihad, We have applied Rodda Vapor Block latex primer sealer with a perm rating of less than one to • the following houses at Cascade Glax Lot # 6, Lot # 8, Lot # 17, Lot # 2, Lot # 3, Lot # 13, and Lot # 18. Approximately 4 mills of wet product were put on the walls and ceilings. Manufacture guidelines say this should give a perm rating of .68. t OE 03 n `` Dt�P: MP' NN1 08/03/2003 23:05 4257460860 Reference: I Q1 w7 ro Date: 8 j 3 FAX COVER SHEET FAX TO: ti 1' C?.vs� ex, FAX NUMBER: ( ZO'\ 7. 2. ^ •l c z. FROM: tie SUBJECT: �I,eL, R 5 �S l3 w t NUMBER OF PAGES INCLUDING COVER SHEET: If you have any questions, please call (425) 643 -3780 ' Our FAX number is (425) 74-608 -60 EARTH CONSULTANTS PAGE 01 Earth Consultants Inc. 000tcehnical Engineers. Geologists Fi Environmental scicnlLsl9 CC: 1. i a -L L " •. c.Cs+�.S Lu1c�t_? c I aGGS"'" 2. 1805.136th Place N.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739.6670 i:, ;Ltir�ck4iip.;.;Si11Sa'i.'.:aiyi arm. w„ H4s:' bT, wlw' i✓ Jk�:',iu:s.k.`'a»: *#91.KYNAG4`� .�r.. :::1.::�w..::. 08/03/2003 23:05 4257460860 EARTH CONSULTANTS General Contractor Earth Consultants, Inc Goolachnkn, DIgIn t !:MOORS A PnNmrnmtat£MwLCic oonbn,ck/1 'toeing A KaoI WADOIngo:d 1 Smroc 1805 138th Place N,E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 8+43.3780 • Toll Free (888) 739.6670 FAX (425) 748 -0560 Grading Contractor Field Rep. Time Orf Travel Time // Permit No. DAILY FIELD REPORT ' Prolect/fid,ce Job location ( 1x4-44 Gk ) muweS 4{O 131 fir 4 k a/id/t Contractor's Superintendent Grading Foreman Job No. A7/0/ ?4 Time Off Site Mlles 4'I Hrs. Charged a 2. Page i i) Date Weather e 4 w:40tv, vmsltore Client/Owner cr. A. M Received Unchecked By Checked By Report No. Day of Week dtd3 Date Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, Contact the building department or explain below: I COPY TO: CONTINUED ON NEXT PAGE 0 I •tiLaa'. 'ef4t 4 Sx,? :'" Ma:�,�a�•hrr�;�a'4;�i�t��.� u PAGE 02 t;:x;rgSr +` • 4 KE 9 we.r7-p Fcs IA/ 0_,.,5 - rl r/ - A 017 COa,rvlrlols/S • . . 6 4 in/ 4 or /33 a.rS RisdG',..,_J4. 1 ?`�o r !�_Pc' p ••/• t if.-nv :ir,,,, _etTP -1-s. d r��'b0 � _cif / b171 L d/ •7 1RR 13epV0iCy -e Gu Ak e ci '1q 71:7 C 0 Q : f / .1 G.... 6 Ur . /Iofis/i e .FL1 /1S ThJJ ,L , Gas S G eT_ ' L4tr 6cAfrre A¢nitted if "7144W : ... ,,. A 'AIL 08/03/2003 23:05 4257460860 EARTH CONSULTANTS General Contractor Earth Consultants, Inc Goolachnkn, DIgIn t !:MOORS A PnNmrnmtat£MwLCic oonbn,ck/1 'toeing A KaoI WADOIngo:d 1 Smroc 1805 138th Place N,E., Suite 201 • Bellevue, WA 98005 Bellevue (425) 8+43.3780 • Toll Free (888) 739.6670 FAX (425) 748 -0560 Grading Contractor Field Rep. Time Orf Travel Time // Permit No. DAILY FIELD REPORT ' Prolect/fid,ce Job location ( 1x4-44 Gk ) muweS 4{O 131 fir 4 k a/id/t Contractor's Superintendent Grading Foreman Job No. A7/0/ ?4 Time Off Site Mlles 4'I Hrs. Charged a 2. Page i i) Date Weather e 4 w:40tv, vmsltore Client/Owner cr. A. M Received Unchecked By Checked By Report No. Day of Week dtd3 Date Are approved Plans/Permits on -site ❑ Yes ❑ No Project No. Permit No. If No, Contact the building department or explain below: I COPY TO: CONTINUED ON NEXT PAGE 0 I •tiLaa'. 'ef4t 4 Sx,? :'" Ma:�,�a�•hrr�;�a'4;�i�t��.� u PAGE 02 t;:x;rgSr +` 07/28/2003 21:34 4257460860 Project/ // /'h ,/ow.4S Earth Consultants, Inc. Cann chni al 01 leer% Ornivi 0..1. Ensirfflrntr1 6'16111• Coronvv111 r T1R 8. two I MARS IITCCdal Sept''* 1805 136th Place N.E., Suite 201 • Bellevue. WA 98005 Bellevue (425) 6433780 • Tall Freo (B88) 739-43670 FAX (425) 746 -0860 General Contractor Grading Contractor Field Rep. . Time Site Travel Time / . �S Permit No. DAILY FIELD REPORT Job Location admircle aidev✓ I k,A,id/4 General Contractors Superintendent Grading Foremen Job No. fl/oi ri Time Off Site Miles Hrs. Charged x z �' Page o / / i Date 7475. Weather G1e.t Checked By Report No. Day of Week / meSs &i IAw1 Visitors Client/Owner A 14 Received Unchecked By Date Are approved Plans /Permits on -site ❑ Yes ❑ N Project No. Permit No. COPY TO: CONTINUED ON NEXT PAGE 0 EARTH CONSULTANTS PAGE 02 If No, contact the building department or explain below: / • L1 . • - 4 C �Lt/ 0Al f - ,rte _ - _ ..r. • J4 r 1 — EP • /O A. ■ ar1 - - Lei ' Q • lic - NAr/ va . u/ cigilr,at3 ,3C•e.//, . a r I .>____,cua ilro . d ZS'o50 J..... it /.... L 0 CEO ,_e: .A., _ .... . IIV Ahor/dr r ,4S 71ii a T _ • -, l4M/ ✓e: R...-f ., c ..'bsth, '' , ..i 706 7.0 8 W2 7 JUL t: 1,2,UtLfµr) ' 07/28/2003 21:34 4257460860 Project/ // /'h ,/ow.4S Earth Consultants, Inc. Cann chni al 01 leer% Ornivi 0..1. Ensirfflrntr1 6'16111• Coronvv111 r T1R 8. two I MARS IITCCdal Sept''* 1805 136th Place N.E., Suite 201 • Bellevue. WA 98005 Bellevue (425) 6433780 • Tall Freo (B88) 739-43670 FAX (425) 746 -0860 General Contractor Grading Contractor Field Rep. . Time Site Travel Time / . �S Permit No. DAILY FIELD REPORT Job Location admircle aidev✓ I k,A,id/4 General Contractors Superintendent Grading Foremen Job No. fl/oi ri Time Off Site Miles Hrs. Charged x z �' Page o / / i Date 7475. Weather G1e.t Checked By Report No. Day of Week / meSs &i IAw1 Visitors Client/Owner A 14 Received Unchecked By Date Are approved Plans /Permits on -site ❑ Yes ❑ N Project No. Permit No. COPY TO: CONTINUED ON NEXT PAGE 0 EARTH CONSULTANTS PAGE 02 If No, contact the building department or explain below: IJY I ARCHIT NORTHWEST Architects Northwest, Inc. 18915 142nd Avenue NE Suite 100 Woodinville, WA 98072 P: 425 -485 -4900 F: 425 -487 -6585 Toll Free:1- 888 - ARCH -100 Email: archnwl @aol.com 1997 UBC Y ' LATERAM' N tYS!S FOR PLAN M2590C2F -1 CASCADE GLEN (2 x 6 version) 5046 CITY OF TUKWILA, WASHINGTON ,, n , ROFE , VEO r� Jun' 1 z ?003 P CENTER TO BE BUILT ONE SINGLE TIME BY DREAM CATCHER HOMES LLC I Do') • 6 Z • W O 0 U, J CO Lu_ w0 u. • a _ I— W Z �. Z° W S F W W -0 Z W 0 1- Z Check Seismic: v = 0.1964 w (all plywood shearwalls) ; max V seismic WOAup =( 1706 sf /rf + 1432 sf/ wi + 0 sf 1 flr )x 10 psf = 31380 lbs : V in strength value lbs. (for rho caic.) W a y -y =( W b y -y =( W c y -y =( W d y -y =( W 1 x -x =( W 2 x -x=( W 3 x -x =( W 4 x -x=( 904 sf /rf + 0 sf /rf + 802 sf /rf + 0 sf /rf + 356 sf /rf + 790 sf /rf + 560 sf /rf + 0 sf /rf + 740 sf/ wl + 0 sf/ wl + 692 sf/ wl + 0 sf/ wi + 336 sf/ wl + 760 sf/ wl + 336 sf/ wi + 0 sf/ wi + 0 sf / fir )x 0 sf / fir )x 0 sf / flr )x 0 sf / flr )x 0 sf / flr )x 0 sf / flr )x 0 sf / fir )x 0 sf / fir )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 16440 lbs : 0 lbs : 14940 lbs : 0 lbs : 6920 lbs : 15500 lbs : 8960 lbs : 0 lbs : V a y -y = 3229 lbs. : V b y -y = 0 lbs. : V c y -y = 2934 lbs. : V d y -y = 0 lbs. : V 1 x -x = 1359 lbs. : V 2 x -x = 3044 lbs. : V 3 x -x = 1760 lbs. : V 4 x -x = 0 lbs. : 183 plf 0 plf 191 Of 0 plf 44 plf 119 plf 58 plf 0 plf WOAmain= 1851 sf /rf + 4146 sf/ wi + 1411 sf / flr )x 10 psf = 74080 lbs : V in total strength value lbs. W a y -y =( W b y -y =( W c y -y =( W d y -y =( W 1 x -x=( W 2 x -x =( W 3 x x =( W 4 x -x=( 904 sf /rf + 0 sf /rf + 947 sf /rf + 0 sf /rf + 401 sf /rf + 890 sf /rf + 560 sf /rf + 0 sf /rf + 1397 sf/ wl + 1403 sf/ wi + 1346 sf/ wl + 0 sf/ wl + 1059 sf/ wl + 2069 sf/ wI + 1018 sf/ wl + 0 sf/ wl + 400 sf / flr )x 736 sf /•flr )x 275 sf 1 flr )x 0 sf / flr )x 370 sf / fir )x 641 sf / fir )x 400 sf / flr )x 0 sf / fir )x 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 10 psf = 27010 lbs : 21390 lbs : 25680 lbs : 0 lbs : 18300 lbs : 36000 lbs : 19780 lbs : 0 lbs : V a y -y = 5305 lbs. : V b y -y = 4201 lbs. : V c y -y = 5044 lbs. : V d y -y = 0 lbs. : V 1 x -x = 3594 lbs. : V 2 x -x = 7070 lbs. : V 3 x -x = 3865 lbs. : V 4 x -x = 0 lbs.: 251 plf 400 plf 454 plf 0 plf 110 plf 363 plf 114 plf 0 plf • Lateral Analysis: 1997 UBC P: Max Ht -upper P: Max Ht -main = P: Max Ht -main = Compute Wind Load x -x, y -y: a y -y, b y -y, y- = d y -y = 1 x -x = 2x -x= 3 x -X = 4 x-x = a y -y = b y -y = c y -y = d y-y = 1 x -x = 2 x -x = 3 x-x = 4 x -x = ARCHITECTS NORTHWEST upper- 20.00 ft w x upper= 0.00 It w x upper 20.00 ft w x upper= 0.00 ft w x upper= 9.00 ft w x upper= 20.00 ft w x upper= 13.00 ft w x upper= 0.00 ft w x main= 10.00 ft w x main= 20,00 ft w x main= 10.00 ft w x main= 0.00 ft w x main= 12.00 ft w x main= 20.00 ft w x main= 10.00 ft w x main= 0.00 ft w x 27.0' ig Ridge; :Use P = 20.0' Ridge; :Use P = 15.0' :Use P= 10.00 ft h= 0.00 ft h= 10.00 ft h= 0.00 ft h= 13.00 ft h= 13.00 ft h= 13.00 ft h= 0.00 ft h= 9.50 ft h= 9.50 ft h= 9.50 ft h= 0.00 ft h= 9.50 ft h= 9.50 ft h= 9.50 ft h= 0.00 ft h= 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 15.35 ave psf 14.28 ave psf 13.22 psf 200.00 sf x 0.00 sf x 200.00 sf x 0.00 sf x 117.00 sf x 260.00 sf x 169.00 sf x 0.00 sf x 95.00 sf x 190.00 sf x 95.00 sf x 0.00 sf x 114.00 sf x 190.00 sf x 95.00 sf x 0.00 sf x See sheet 10 for sail areas. 15.35 psf = 15.35 psf = 15.3S psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 15.35 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22 psf = 13.22,psf = 13.22 . psf = 13.22 psf = 13.22 psf = Plan : M2590A /B /C2F -0 Lateral Analysis: Date: 11/28/99 page 1 of 11 See sht 4 for Design Criteria. See sht 5 for Shearwall Schedule 3070 lbs 0 lbs 3070 lbs 0 lbs 1796 lbs 3991 lbs 2594 lbs 0 lbs 4326 lbs 2512 lbs 4326 lbs 0 lbs 3303 lbs 6503 lbs 3850 lbs 0 lbs Total Wind Loads TWL y -y upper = 6140 lbs TWL x -x upper = 8381 lbs TWL y -y main = 11164 lbs TWL x -x main = 13656 lbs WOODINVILLE, WA 98072 FAX: (425) 487 -6585 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum SW 4 x -x = ( 5.00 8.67 4.00 4.50 17.67 tl If shear wall tI sw y -y 0.00 tI If shear wall 33.01 15.34 tI If shear wall 0.00 tl If shear wall 31.00 tI If shear wall tl sw x -x 25.67 ti If shear wall 87.17 30.50 tl If shear wall 0.00 tl If shear wall 10.50 0 4.00 4.00 3.67 3.67 0 15.00 16.00 4,67 6.67 8.00 11.00 22.50 8.00 0 Sum SW a y -y = ( Sum SW b y -y = ( Sum SW c y -y = ( Sum SW d y -y = ( Sum SW 1 x -x = ( Sum SW 2 x -x = ( Sum SW 3 x -x = ( Sum .SW 4 x -x = ( 5.00 5.83 5.83 4.50 21.16 tI If shear wall tl sw y -y 10.50 tl If shear wall 42,76 11.10 tl If shear wall 0.00 tl If shear wail 32.67 tI If shear wall ii sw x -x 19.50 tl if shear wall 86.17 34.00 tl If shear wall 0.00 tl If shear wall 10.50 1.88 1.88 3.67 3.67 0 23.00 5.00 4,67 19.50 17.00 17.00 0 • ARCHITECTS NORTHWEST Cor ipute'suml of Shear- Resisting Walls & Compute V x -x, V y -y u floor: main floor: Compute V x -x max. and V y -y max. location upper floor a y = b y-y = c y -y= d y -y = 1 x -x = 2 x -x = 3 x-x = 4 x -x = main floor a y -y b y-y = C y -y = d y -y = 1 x -x = 2x -x= 3 x -x = 4x -x= V wind Verify Capacity of Designed Shearwalls: upper floor: Sum SW cap y -y = Sum SW cap x -x = main floor: Sum SW cap y -y = Sum SW cap x -x = Redundancy Factor Check: 33.01 If x 87.17 If x 42.76 If x 86.17 If x 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 It Date: 11/28/99 Plan : M2590A & B2F-0 page 2 of 11 V seismic /1.4 V max #'s / length plf governing force 3070 lbs 2306 lbs 3070 #'s/1= 174 plf wind Use SW #: P1- 6(198p1f) 0 lbs 0 lbs 0 #'s/1= 0 plf wind Use SW #: not applicable 3070 lbs 2096 lbs 3070 #'s/l = 200 plf wind Use SW #: P1- 4(304p1f) 0 lbs 0 lbs 0 #s/1= 0 plf wind Use SW #: not used 1796 lbs 971 lbs 1796 #'s/l = 58 plf wind Use SW #: P1- 6(198p11) 3991 lbs 2174 lbs 3991 #'s/I = 155 plf wind Use SW #: P1- 6(198plf) 2594 lbs 1257 lbs 2594 #'s/I = 85 plf wind Use SW #: P1- 6(198plf) 0 lbs 0 lbs 0 #'s/I = 0 plf wind Use SW #: not used 4326 lbs 3789 lbs 4326 #'s/l = 204 plf wind Use SW #: P1- 4(304p1f) 2512 lbs 3001 lbs 3001 #'s/I = 286 plf seismic Use SW #: P1- 4(304p1f) 4326 lbs 3603 lbs 4326 .#'s/1= 390 plf wind Use SW #: P1- 2(516pIf) 0 lbs 0 lbs 0 #'s/l = 0 plf wind Use SW #: not used 3303 lbs 2567 lbs 3303 #'s/I = 101 plf wind Use SW #: P1 -6(198p1f) 6503 lbs 5050 lbs 6503 #'s/i = 333 pif wind Use SW #: P1.3(389p11) 3850 lbs 2775 lbs 3850 #'s/I = 113 plf wind Use SW #: P1- 6(198p11) 0 lbs 0 lbs 0 #s/1= 0 plf wind Use SW #: not used 250 plf + 198 plf + 350 plf + 0.00 If x 250 plf + 0.00 If x 0.00 If x 198 plf = 0.00 If x 198 plf = 8253 lbs > 6140 17260 lbs > 8381 198 plf = 14966 lbs > 11164 198 plf = 21543 lbs > 13656 Resulting Vmax = 752.58 Since 753pif > full seismic 454pif at main c y -y, no added redundany factor required. SW# plf SW # plf F.O.S. = F.O.S. = F.O.S. = F.O.S. = Vmax for "p = 1" Vmax = (2)xVt / sgrt A A= 1495 sq ft 1.34: OK 2.06 : 1, OK 1.34: OK 1.58 : 1, OK Horizontal Diaphragm Shear: Roof diaphragm: c y -y: Use A35FA top prate of SW to gilder truss at bedrm 2. Use floor sheathing to face of wall below for transfer. Roof diaphragm: 2 x -x: 3991 # / 140plf max = Use 29ft of continuous solid blocking top plate to truss, per datail #4. Design truss for added 3050# lateral load. General: Use P1-6 sheathing at all gable ends and gable end trusses, continuous with wall below. See detail #11. Upper floor diaphragm: b y -y: 3001# / 20ft of top plate = 150pif < 177p1f OK Upper floor diaphragm: c y -y: Use 20ft long header at garage to transfer floor loads above to SWs. At living room use A35FA at each floor joist to SW top plate. Upper floor diaphragm: 2 x -x: (6503# - 3991 #) / 19.5ft of SW = 129p1f < 177p1f OK WOODINVILLE, WA 98072 FAX: (425) 487 -6585 • ARCIr1TECTS NORTHWEST Date: 11/28/99 Plan : IM2590A & B2F-0 Check Overtli ning forHoidown Selection Uplift = [(ht x plf x width) - (2/3 D,L.x 1/2 width)] / w� idth Note: No roof dead load used to resist shearwall overturning, It is considered equal to any uplift force from wind, location width V plf ht. upper floor: a y-y = 5.00 8.67 4.00 c y -y = 4.00 4.00 3.67 3.67 1 x -x = 2x -x= 3 x -x main floor: a y -y = b y -y = c y -y = 15.00 16.00 6.67 8.00 11.00 25.50 8.00 5.00 5.83 5.83 4.50 10.50 1.88 1.88 3.67 3.67 23.00 5.00 4.67 19.50 17.00 17.00 174 plf x 174 plf x 174 plf x 200 plf x 200 plf x 200 plf x 200 plf x 58 plf x 58 plf x 155 plf x 155 plf x 155 plf x 85 plf x 85 plf x 204 plf x 204 plf x 204 plf x 204 plf x 286 plf x 390 plf x 390 plf x 390 plf x 390 plf x 101 plf x 101 plf x 101 plf x 333 plf x 113 plf x 113 plf x 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft, h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. _ 8.083 ft. h. = 8.083 ft. h. = 8.083 ft. h. = 9.093 ft. h. = 9.093 ft. h. = 9.093 ft. h. = 9.093 ft. h. = 9.093 ft. h. = 6.500 ft. h. = 6.500 ft. h. = 18915 - 142ND AVE. N.E./ SUITE 100 PHONE: (425) 485 -4900 M / width 1404 Ibs - 1404 Ibs - 1404 Ibs - 1618 Ibs - 1618 Ibs - 1618 Ibs - 1618 Ibs- 468 Ibs - 468 lbs - 1257 Ibs - 1257 lbs - 1257 Ibs - 687 Ibs - 687 lbs - 1859 Ibs - 1859 Ibs - 1859 Ibs - 1859 Ibs - 2599 lbs - 2533 Ibs - 2533 Ibs - DL /If 80 Ibs 80 Ibs 80 Ibs 80 lbs 80 Ibs 80 lbs 80 lbs 80 lbs 80 lbs 80 lbs 80 lbs 80 Ibs 80 'Ibs 80 lbs 250 Ibs 250 Ibs 250 'Ibs 250 lbs 250 Ibs 200 Ibs 200 lbs • 1272 Ibs. • 1175 Ibs. = 1299 lbs. = 1512 Ibs. = 1512 lbs. • 1521 lbs. - 1521 Ibs. 72 lbs. 46 lbs. 1081 lbs. • 1045 lbs. • 966 Ibs. 14 Ibs. • 476 Ibs. Uplift 1446 1378 1378 1488 1732 2409 2409 lbs. Ibs. lbs. lbs. Ibs. Ibs. lbs. Notice: Concrete curb raised to achieve 3.5 to 1.0 slendemess ratio. 9.093 ft. h. = 3544 Ibs - 250 Ibs = 3241 lbs. 9.093 ft. h. = 3544 Ibs - 250 lbs = 3241 Ibs. 9.093 ft. h. = 919 Ibs - 170 Ibs = -371 9.093 ft. h. = 919 Ibs - 170 Ibs = . 639 9.093 ft. h. = 919 Ibs - 170 lbs = 657 9.093 ft. h. = 3032 lbs - 170 lbs = 1938 9.093 ft. h. = 1030 lbs - 170 Ibs = 76 9.093 ft. h. = 1030 Ibs - 170 lbs = 76 Ibs. lbs. Ibs. Ibs. lbs. Ibs. Use: Use : Use : Use : Use : Use : Use : Use : Use : Use: Use : Use : Use : Use : Use : Use : Use : Use : Use : Use : Use : Use : Use : Use : Use : Use : Use : page 3 of Holdowns selected CS16 strap -36 "1 w/(18)10d nails CS16 strap -36 "I w/(18)10d nails CS16 strap -36 "I w/(18)10d nails CS16 strap -361 w/(18)10d nails CS16 strap -36'I w/(18)10d nails CS16 strap -36"l w /(18)10d nails CS16 strap -36'I w/(18)10d nails scheduled nailing scheduled nailing CS16 strap -36 "I w/(18)10d nails CS16 strap -36"I w/(18)10d nails CS16 strap -36 "I w/(18)10d nails scheduled nailing scheduled nailing 11 HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis STHD10 w/ (28) 16d sinkers, 1 1/2" edge di STHD10 w/ (28) 16d sinkers, 1 1/2" edge di Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge Use : STHD14RJ w/ (38) 16d sinkers, 1 1/2" edge 5/8" AB w/in 12" of panel edge HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis HPAHD22 w/ (16) 16d nails, 1 1/T edge dis HPAHD22 w/ (16) 16d nails, 1 1/2" edge dis 5/8" AB w/iin 12" of panel edge 5/8" AB w /in 12" of panel edge Holdown and Shearwall Summary Use (15 ) HPAHD22 w/ (16) 16d nails, 1 1/2" edge dist. Use ( 4 ) STHD14RJ w/ (38) 16d sinkers, 1 112" edge dist. Use ( 4 ) STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. Use ( 20 ) CS16 strap -36"I w/(18)10d nails Shearwalls, plate nailing and anchor bolts per schedule - as Indicated. WOODINVILLE, WA 98072 FAX: (425) 487 -6585 AR CHITECTS r I NORTHWEST JoS M2590A & 62F-0 CALCULATED BY DATE H j2..8[?? SHEET NO `T OF Design criteria per 1997 Uniform Building Code: 80 mph ! exposure "B" Wind per Section 1615: Design Wind Pressure: P= CexCgxQsxlw Ce= Exposure Factor, Cq= Method Factor, Qs =Wind Stagnation pressure; Iw= Importance Factor Site /Project Specific Values: Ce =.0.62 (Exposure B < 15' H); Cq = 1.3 (Projected Area Method per section 1621.3) Qs = 16.4 (Basic Wind Speed = 80 mph); Iw = 1.0 (Standard Structure Importance) Calculated Wind Pressures at Prescribed Building Heights: P = 13.22 psf < 15'H; 14.28psf < 20'H; 15.35 psf < 25'H; 16.20 psf < 30'H; 17.91 psf < 40'H Earthquake per Section 1626: Base Shear. V =3.0 x Ca x W / R (Simplified Static Method equation 30 -11) Ca = Soil profile type Sd, Seismic Zone 3 in table 16Q R = Rotation value from Table 16N ; W = Total Seismic Dead Load Vertical Distribution: Fx = 3.0 x Ca x w / R (Simplified Static Method equation 30 -12) Site/ Project Specific Values: Seismic Zone 3; Soil Type Sd; Ca = 3.6: R for wood structural panels =5.5 (plywood shearwalls) R for all other structural panels = 4.5 (gypsum shearwalls) V(plywd) = 0.1964W; V(gwb) = 0.2400W Redundancy Factor. p (Equation 30 -3) combined with r max equation (Section 1630.1.1) creates a design condition to attempt to keep p = 1 or less. Vmax is determined to verify if additonal redundancy factor (p) is needed. (Vmax = 2(Vw) /sqrt A) Standard Design Information (Unless noted otherwise on Plans): Lumber grade: HF #2 or better, HF #3 @ studs Glue -Lam beams: UBC Combination 24f -V4 Horizontal roof sheathing: 1/2" CDX-- 7/16" OSB w/ 8d @ 6" oc at edges (140ptf allowable diaphragm shear w/o blocking) Horizontal floor sheathing: 3/4" T &G CDX plywd w/ 10d © 6" oc at edges (177p1f allowable diaphragm shear w/o blocking) Shear walls: See shear wall schedule: Note: gwb shear wall capacities are halved when resisting seismic forces. Anchor Bolts: 5/8" dia x 10 "L @ 48" oc, typical, unless noted otherwise. A307 or btr w/ 7 min. embedment. 18915 - 142nd AVE. N.E. / SUITE 100 rnrwro Exposure B 80mph W00DINVILLE, WA 9807; FAX: (425) 487.658 SHEAR WALL SCHEDULE (see 1997 UBC tables 23- II -1 -1, & 23- 114 -2) P1-6 v = 198 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 6" o.c. Anchorage:. 16 d nails @ 5" o.c. OR 5/8" AB @ 48" o.c. to conc. P1-4 v = 304 plf 1/2" plywood or OSB equal, w / 8d (gun) nails c@ 4" o.c. Anchorage: 16 d nails@ 4" o.c. OR 5/8" AB @ 36" o.c. to conc. P1-3 v = 389 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 3" o.c. Anchorage: 3/8 "x5" lag screws at 12 "o.c.,or 5 /8" AB @ 30" o.c. to conc. Use min. 3" nom. Studs @ adjoining panel edges. P1 -2 v = 516 plf 1/2" plywood or OSB equal, w / 8d (gun) nails @ 2" o.c. Anchorage: 318 "x5 ", lag screws @ 9 "o.c. ,or 5 /8" AB @ 24" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel edges. P2-4 v = 608 plf 1/2" plywood or OSB equal, (2 sides), w / 8d (gun) nails c 4" o.c. Anchorage: 3/8 "x5" lag screws @ 8" o.c. or 5 /8" AB @ 18" o.c. to conc. Use min. 3" nom.Sills and studs @ adjoining panel edges. P2 -3 v = 778 plf 1/2" plywood or OSB equal,(2 sides) w / 8d (gun) nails c@ 3" o.c. Anchorage: 3/8 "x5" lag 'screws @ 7" (.c. or 5/8" AB c 12" o.c. to conc. Use min. 3" nom. Sills and studs @ adjoining panel edges: 1. The shear values in this table are based upon the use of 8d, pneumatically driven nails with a minimum shank diameter of 0.113 "; into hem -fir grade studs. 2. Nail spacing is for all panel edges. Block all panel edges. 3. Spacing of nails along intermediate framing members is 12" o.c. 4. Sheathing to be ABA rated, EXP1/EXP2/EXT or C- C /C- D /Struct II plywood. 5. At double sided shear walls, offset sheathing joint by one bay min. .Also provide 4x blocking beneath sill plate, with nails staggered. • ARCHITECTS E....I NORTHWEST 1891 142nd AVE. N.E. / SUITE 100 PHONE: f425) 485 -4900 Joe HOLDOWN SCHEDULE updated 7/30/98 STHD1ORJ w/ (28) 16d sinkers, 1 1/2 edge dist. STHD10 w/ (28) 16d sinkers, 1 1/2 edge dist. STHD14RJ w/ (38) 16d sinkers, 1 112 edge dist STHD14 w/ (38) 16d sinkers, 1 1/2" edoe dist HPAHD22 w/ (12) 16d nails, 1 12" edge dist. HPAHD22 w/ (16) 16d nails, 1 1/2" edge dist HPAHD22 w /'(19) 16d nails, >8" edge dist. 5/8" AB w /in 12 of panel edge CS16 strap -36"I w/(18)10d nails CS16 strap -46"1 w/ (28)10d nails MST37 W/ (24) 16d nails MST48 w/ (34) 16d nails MST60 w/ (48) 16d nails MST72 w/ (56) 16d nails 11010A w17/B" SSTB2B A.B.w/ (4) 7 /8" bolts HDBA w/ 7/8' SSTB2B A.B. w/ (3) 7 /8" bolts HD5A w/ SSTB20 AB w/ (2) 518" bolts HTT22 wl SSTB -20 A.B.w/ (32) 10d nails. A35 F.A. w/ (12) Bd nails M2590A & B2F-0 CALCULATED BY 1 11 (L -8j49 SHEET NO. 5 Off I1 DATE # listed for 1/57 Simpson Strong -Tie cat 2745# 2575#6 "c. hem -fir table 2745# 2575# hem -fir table 4430# 4220#6"c. hem -fir table 4430# 4220# • hem -fir table 1564#6 nails added for hem fir 2240# @8 "curb (16) nails max at rim joist 2607#6 nails added for hem fir. 500# 1353# 1650# 1850# 2945# 4415# 5150# 7823# 5301# 3038# 4085# 450# nails added for hem fir nails added for hem fir hem -fir table hem -fir table hem -fir table hem -fir table value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir value reduced for Hem Fir - W00DINVILLE, WA 93072 FAX: (425) 437 -8585 ARCHITECTS NORTHWEST 1 891 5 = 142nd AVE. N.E. / SUITE 100 PHnni� (L1 Qnn job PA2590A & B2F-0 CALCULATED 9Y Izoor rz.rw,ei otoE II 11.9 (q9 SHEET NO CO OF 1 r WOODINVILLE, WA 92072 FAX: (425) 487.65 z � Ce J U O 0 CO U.1 W I CO LL W 2 LL Q = I- MI Z = I- 0 Z H ui U O i W W 2 H - LL Z U N O ▪ ~ z • ARCHITECTS NORTHWEST 18915 - 142nd AVE, N.E. / SUITE 100 A n =, A0 nnnn J03 M2590A & B2f-0 CALCULATED 9? DATE SHEET NO. 7 OF I Vr MA. FiMiMAIL IIOV U • +34' ABV. ) SIF16 511. f l' r. AD*/ 'Liss. GAPIPST WOODINVILLE, 930 FAX: (425) 42 w� ..< ri:J Wlcw4.4 y d ' 4A.4.41414(}4.a.w .. ARCHITECTS NORTHWEST 18915. 142nd AVE. N.E. / SUITE 100 JCg M2590A & B2F-0 CALCULATES B DATE It ( (11 tv.A uU Rll2 SHEET Ii NO 8 OF It W00DINVILLE, WA 92072 FAX: (425) 427.65 z ~ w J U 00 - = F- U1' LL, WO 2 �Q w S ? S H z F- W ta U O - a W W H - u_ 6 UN O ~ z tri ARCHITECTS FL...NORTHWEST )4, 1•■•■••••••> • 18915. 142nd AVE. N.E. / SUITE 100 PHnnIF rat 1 4� ,� qnn 'f�DD () .4 TOP BARS • .ruitra W. OR 5T14 01AIL MK ID' DElT ADV. LOW. rT3. / I•w. CUM . +01' A 4' SOS M2590A & B2F'-0 CALCULATED BY 1 'Q1J DATE (I 0.8 l 11 SHEET NO 9 OF STLe out' 114 DA.R • I OZ. GRAA LSPAO`c • MIL BLACK VAPOR AAIOUet SLAB ON SRADE 4' C. NG. 8tAs OVER • L. &fr. C VAR7R DARPJOt ON 4' 619. PL .L. ELOPE 4' 112r4.4C OH. DR 2ate P.T. t.. 5/6• DIA. w 5' L16 SGRdlS • 16' oz. • 4 ' -4 • r r K 3 12' 1 CI) ST440l o a tit: 0.4.11 (2.ALP6 wA . ergo ?•14' worse, ra w/Anom YEW nI Peco. Rte) 4' -0• U a. 0 A• 4‘.2 c4) a li+a 03♦. ._1I e 4p h • 4;-2 4'-2' 4' -7' 21 11 a LO upz W00DINVILLE WA 9807: FAX: (425) 487.65 ... �a..+. .6�•�iviifiLL».<yL:i1�T'.FJLtd kln'i v: ra4i� •:✓:.tiliYµgY�.tpiY:NJiilt:+�is' %.' +,' i 9i. • w cc 2 J U 0 N O co Ili -J _ N � LL W 0 • } g u = W I" _ Z � H 0 Z W • W U0 0 • r- W W F- o u. 0 Z W U = O Z CHITECTS V J NORTHWEST �i "==i 1011 1I = 1 auua I I Aga! K E Mir AN I._ . _.� - bay :647 4m A in IL w AUK Ail Meta Al ■ IIIa.s:♦)IIIIII 0.t; °. �: E& VI INVI.li 1111111•1•111M +.•• �r4 .r.. iti� r•— --- --r` �+ i a ON ►. i -� I M UN Iail1 ..■�I nommum I MI MI Vas MN �.r11 111L311111,:= .'ate ).. NI ■rl� • iiw 1 �� �� ..46..7 .te r, — I —.f -ice _Ad — �.�... • .te r r w∎ ∎." r.— � 17 i■i• — V� • 11 V r� ����� • .�� -�.... �� 111 i 4MVENVINI MMINIMINIVI .`41/i 4111q "r MINVIVI/r `' - i /11111/ ■A•1 i�+r ir �ir�< - 11 � ��� t - ii � .._.._ gigil i .wwi. _ • i' /� �! r 1 J 18915-14 AVE. N.E. / SUIT_ 100 DNnnir.. (.1 ) 4R5 -4900 2 ..r Jog M2590A & B2F-0 CALCULATED ay cSA L Q Rc 1 AS DATE it ( 1 gH: I No. I 0 or J _ 4 two,. 14 o9 E. 0' Q U IPP0 & Usc r z 15.3 5' fod � '/}.�.: Q I•1, &) O" P= f @.V4 t2 f (S73 •t- WOODINVILLE WA 9807; FAX: (425) 487.658 c�. rrr t \ate o - t3.2� -tPt L' TYPICAL END CONDITIONS • • . MST37 W/ (24) MST48 w/ (34) MST60 w/ (48) MST72 w/ (56) 16d 16d 16d 16d nails nails nails :. + i ; '; 'r J nails O Typical to -Floor Installation showing Clear Span Floor- Tie a 185O# 2945# 4415# 5150# I I� ., HPAHD22 -` ti • • . i . I I �0; ' . • _ I 1 t` NAILED PORTION .j; _ -: a_.NO.6.. • • ,........• ' ∎ •y,•MIN. s.... F O R NER IN • 1 3,E ONE SH CONE 04 A • MOH 4xP45T_ . • • • Typical Rim Joist � I • : STHD14RJ Installation • ' I . • ...CORN NAILED PORTION I fog; ' : ` INS - ..: -•' M .: : r .. Typical CS Installation as a Floor -to- Floor Tie Prana ma &u= Eaml number mama um m eacn CS16 strap -361 w/(18)10d CS16 strap -461 w/ 1 ol � loos cm (28)10d ' " I ' I l —•� • • ! .] L Nor u�TM :y 0 - u ►^ C��,s I / •2 III V f : /� , `i1 , ,.. . I ;� cll' • II »y I nails 1353# nails 1650# • 1 7 I ✓ Typical HD5A Holdown Installation with SSTB anchor bolt. Washers are not at the base. H010A w/7/8" SSTB28 HDBA w/ 7/8 • HD5A w/ SSTB20 � , - � ; --- required A.B.w/ A.B. AB w/ � -'' % :% 7/8" bolts 7/8" bolts -.. MIN. j � • I I : : : : 3Q• ' - RBAR t o T Typical Corner with oNE� REBAR IN SHEEARCONE Z MIN. 1 REIAALENOIH ! •f • , :: • . .T STHD studs I % ., .j : L 3 .• . • .. • . • • • • 6 , •' .• � Installation -2x w/ (2) 5/8" I , :� ;••; • ,, ,r -r• • �- �, ') (4) (3) bolts SIMPSON STHD1ORJ w/ (28) 16d sinkers, 1 1/2" edge dist. 2745#©8 "c. 2575#©8 "c. STHD10 w/ (28) 16d sinkers, 1 1/2" edge dist. 2745# 2575# StrongS STHD14RJ w/ (38) 16d sinkers, 1 1/T edge dist. 4430# ©8 "c. 4220#@6 "c. N ee STHD14 w/ (38) 16d sinkers, 1 1/2" edge dist. 4430# 4220# NOTE: ALL VALUES ARE TAKEN FROM SIMPSON CATALOG, Form T- HEMFIR -2 11/97 exp 1/99, OR CATALOG C -98. VALUES APPLY TO HEM -FIR LUMBER, UNLESS NOTED OTHERWISE. ARCH ITECTS NORTHWEST 18915 - 142nd AVE. N.E. / SUITE 100 Dunn lc. r ct noc nnnrl JOB CALCULATED BY DATE M2590A & B2F-O 1111_9 (.91) SHEET NO. OF I W00DINVILLE, WA 98072 FAX: (425) 487 -6585 yL . lei :.tiiLLCtru,3i. 5d•6 " 0L. 5d• 6 0L. 'HEA oIL TH TRUSS ?= ' PI as. IOd•4 " NORTHWEST CH TECTS . pt&tta oli- 51 -EA TRI.'55 °.- PI -6 R0 A5 A.E5 .8 24" 0., .. IOd " 0L. 2x ,A5 R OItJ SF+=AR HALL (rs_= PLANS) DETAIL A DETAIL A SIM. LATERAL DETA! L. 4 r PIGAL ROOF DIAPHRAGM LATERAL DET.AIL 11 12915. 142nD AVE. N.E. / SUITE 100 NOT TO S .ALE. ROOF �AMIN6 F PLAN 2xb 50LID 3LOGKIN6 •46" (5) 16d 70 5LOGKIN6 EACH END i 'F. NOT TO SCALE JOB M2590A & B2F-0 CALCULATED BY DATE 2x SOLID 5LOGKIN6 FLOOR JOIST — p s PLAN 10d ® 6" O.G. PER PLAN . 5d GOOL -=Q as 4" OL. LATERAL DETAIL T LATERAL DETAIL 11 SHEET NO lt fl SHEAR WALL PER PLAN (2) I bd • 6" ,0.C.. U.N.O. 6d ®6"O.G. 50'r0M P a RIM JOIST SM SHEAR WALL SGH -DUL FOR NAILIN6 PAii�tN SHEAR WALL PER. PLAN NOT TO SGAL.= (3) 16d J0I5T a DIAPHRAGM NOT TO SEAL: W000IIJVILLE. \NA 99o; k��`.elite:,til 4_ ,. 4:u jAit � 4 '.1 PERMIT COORD CO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -183 PROJECT NAME: CASCADE GLEN - LOT 13 SITE ADDRESS: 3817 S 132 PL DATE: 06 -11 -03 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPA TMENTS. 1-1& Build' g ivision AA/ & -I '° Fire Prevention IA Publi r s ittoF 'l Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -12 -03 Complete Incomplete ❑ Comments: CPL ( P - V3 -1 Planning Division Permit Coordinator Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROJJTING: Please Route , L , 1 ( Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07 -10 -03 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slIp.doc 2.28.02 r r-riv rr COORD COs. csusiir t4e410uw9+9;ra' These plans have 11 ce, Works Department for City stnndards. Accepta cmi'siens which do not c nforrna is swab' ze y the Puhli with Cu ign rests I. or i d this of ' MAIN FLOOR PPE 126 responsibili with h to these Lot IS, of Cascade Glen 3811 So. 132nd Place TAX #: 142260-013 ROCKERY Y041.1. UNDER 4' TALL MALL UNDER 4' TALL LINE MIER SERVICE LINE PENMIT CeN TEA, I ' • -^ V - -d• • • 0 • (9 (111 0 v rKAM FOUNDATION DIMENSION FINISH rem ELEVATION OVER 1 L. DU rAPf:R OR AIR OVER INFILTRATION 6 PER � FLASHIN6 y Z -- pp gM 6" MIN. 50" MAX. (I) 10 4 BAR CONTINUOUS z I 5 _ 4" DIA. PERP. FOUNDATION DRAIN TI6+nINE T 04 DRAIN Wri REQIIIREC b" FOUNDATION SOLID BLOLKIHS ;Jo CONTINUOUS FDOTI BATT INSULATION — PER PLAN CEILING JOISTS — PER PLAN (3) Sd NAI L5 • EACH TRUSS 2 X STUDS PER PLAN 4 Al a \ BOTTOM OP BEAM 51MPSON A34 — 0 EACH POST P0�5T�� 'III-- -1 11- -111 =1 f TEITi.. =� I I= 1 I 1 E - 1444.. 5IMP�.�ON hl-I SEISMI TIE • 46" O.G. BAIT INSULATION PER PLAN 4, ele 6 " r")(<_z k 11 t I • . , t_ .• • • • OP .4 • FLR. JSTS. PER PLAN BATT INSULATION PER PLAN 3/4" T.11 G. PLYWOOD SUBFLOOR GLUED • NAILED 1 • =1Ir 111 1 • 1 ci5 *4 eDt C.ONTIIIJOUS . • • PLATE FLAT CEILING 0 1 IN • 1 -0" ■■ rr. .11 2X STUDS PER PLAN BATT INSULATION PER PLAN DINT INSULATION PER PLAN 'J /� T.46. 1•0740017 .1; ! D r) AR P. T. POST PER PLAN 6 MIL. BLACK V. B. O 0 f4 � LBO TS z TIG Ib" O.G. i.). Te IZO TAL . " O.G. BEAM PER PLAN 2 X 4 CLEAT EACH SIDE FR.A • • 4 PER 0" - BUILDING ING PER PLAN SU -Sd NAILS • 6" O.G. SHEAR MAX • I" N, 1 �► N BAFFLE TO 2" ABOVE ,- SUL ' ON WITH I I/2" AR AIRSPACE d varr l io 2X BLOCKING W/ (5) 2" DIA HOLES PER 24" O.G. FASCIA F'- ER (PLAN BOARD 5" CONTINUOUS &UTTER OVERHANG PER PLAN FINISH PER ELEVATION OVER LB. BUILDING PAPER OR AIR INFILTRATION BARRIER OVER SHEATHING PER PLAN SCALE • I" = 1 ERIVOMCluNDAertext DIMENSION FINISH PER �ATION OVER 7 LB. BUILGI p r� p,� y � OR O I V�R F 9NGAT�NN6 PLAN - FLASHING y OPTIONA IM 6" MIN. SO" MAX. �. (I) *4 BAR •ONTINJ0US STIC 4" DIA. PERP. FOUNDATION DRAIN 2 8" FOUNDATION 12 n • STEM WALL BEYOND (2) *4 TOP BARS • THICKENED SLAB INTO ADJACENT STEM WALL — sAwA•se SLAB • •44 • •.. • . • • •• •'• •.• .• .• .•• .• .•. • • •. •• • . `. • • .. .. ••...•. .•• ••.• • . .• •• .: i •. i p *4 BAR VERTICAL • Ib" 0 .G. MI/ ALTERNATE BENDS 4 HORIZONTAL • IO" O.G. TURN DOWN SLAB INTO CONTINUOUS FOOTING (2) *4 BARS CONTINUOUS THICKENED SL 16d • 6" O.G. 11 rr I t • • • � DOUBLE JOIST Imo.! • i'' 2X STUDS rem PLAN C', BATT INSULATION PER FLAN --- BATT INSULATION PER PLAN I *� 5/4" T.$d. PLYWOOD EUBPLOOR 4LUED 4 NAILED NAVAWNIMWA R. JS R PLAN . T. PIM TS roLATe V PER SHEMI �' SG LE IZ" MAX. • 1- MIN. • j I II I ~ SEWER! USE LU IA. SO ANCHOR BOLTS ••• • • ' • • '1£ Iti 1 ' • ••• • )I Z Aft %1110 r CO .y Alite. U SCALE • I" a 1 1_ 0 " • • • • y • • • • 411 r LL • • • • • • • IL. • V w m A !CAL • O.G. IZ N • 10" O.G. V. B. • OOR FCJ 0: CO 0 €QALL T 11 \ IarrII..►!ume♦IrorIrwe►.. I_/ r/ NNI.f>• i ►,���. OWAIII• IWO III••• •/i,4•• mss-/ Ui e i 2x SLOID BLOCKING • SHEAR WALL WALL PARALLEL TO FLOOR (1) owJ• w ' z IF-1 CE CC: Q Co <Z CONTINJOUS FINISHED GRADE (3)16d• JOIST 4 DIAPHRAGM SCALE • I" • i'-O" . A0.. • • i • • . • I Zo • bd • b" O.C. SHEATH TRUSS PER PI-4 IOd • 4" O.G. SHEAR WALL (SEE PLANS) 1 r FOUNDATION rINI+ PER ELEVATION OVER • LD. BUILDING PAPER AIR INFILTRATION w•Amept OVER SHEATHINIS rem, PLAN 4" CONG. SLAB STUB OUT M4 BAR X 24' • 16" O.G. (I) *4 BAR CONTINUOUS a !A*' *4 P ALTERNATE VERTICAL rDSb 04. am - . 4 HORIZONTAL • 10" O.G. 4" DIA. PERI=. FOUNDATION DRAIN In I (1 pL N • • • • FOUNDATION I I/4" DIA. MIN. CONT. HANDRAIL 4" MIN. TREAD INTERIOR ST DETAIL A BALUSTERS TO CONFORM TO UBC SEC. 1006 .9 I 509 2X4 ?FIRUlk,0O41• j CC co CC• < Z A35. 24" O.G. 2x AS REQIURED SHEAR TRANSFER DETAIL � o l'"" 0: Z N. II— 0 CC 00 CI: Q c° <ZR 0 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T.G. PLYWOOD SUBFLOOR. GLUED 4 NAILED 1 4 I 1 K 114? . T. SILL PLA W/ BOLTS PER SHEAR SCHEDULE, 12' MAX. ENDS �1 MIS USE IO BOLTS 11 �1lrt- i BAR CONTiMJC • CO L kMYSLAB NOTE: SPACING BETWEEN INTERMEDIATE GUARDRAIL MEMBERS TO BE A MAX. OF 4" CLEAR SUCH THAT A SPHERE OF 4" DIA. SHALL NOT PASS THROUGH ANY OPENING �wNNNr IDE INTERMITTENT INS AS REQUIRED SHEAR WALL (SEE PLANS) SCALE • I" ■ 1'-0" BEAM PER PLAN BELOW STAIR I TALL 5/6" TYPE 'X' G.W D YER • WALLS • CEILING, (I (5) 2X12 STRINGERS BLOCKING • MID -SPAN NOT TO SCALE DETAIL A SIM. x.,F . r . ILO" A. DI ION FINIJH PER E •/ATIpN 7 , A-IJILDINb PAPER vae x �d Z - - PLASHIN gAgNZ G 6" MIN. 41 REINNN 1 4" DIA. PERP. FOUNDATION DRAIN 4 4 4 . 4 , 14o . r ♦ I _ Pkii6 :6 1. (2) 2X4 (I) *4 BAR SKYLIGHT FLOOR JOIST PER PLAN IOd • b" O.G. PER PLAN 5d COOLER • 4" O.G. PLA N U 2x SOLID BLOGKINP 4 4 4% (2) 2X4 2X4 INFILL FRAMING 46-15c. F- CI) U w �r LLI �N CO I— cp 1— (I) U w �r Lii �� II— 0 cr co cc Q Q Z 0 N 4 4 BATT INSULATION N, .4 PER PLAN ` • . • • • -. • • • • • • • •. • a • •• • : •• •. •• : •... • -• ••• •••• ••...••• •• N i • •r S i i •• •. '. s, •. •• •: s. •: s• •: •. •: MINOMONIM NDAffON V'4ALL CRICKET 2 X 6 BUILT -UP CURB SKYLIGHT SIZE PER PLAN 11/ 4" MIN. CURB FLASHING AS RECOMMENDED BY MANUFACTURER (2 LAYERS LAMINATED GLASS • +12-O A.F.P./ 2 LAYERS TEMPERED GLASS • - 12'-O" APP.) RAFTERS OR TRUSS BEYOND UM 1•• 4 0 r„,... 1 EXTERIOR WALL TO FLOOR • 2X STUDS PER PLAN 33 _OILL PLATE VW DOLTS rept SHEAR WALL SCHEDULE 12° MAX. PROM ENDS CO 'Mil � D� 10 � L T'S 4' GONG. SLAB OVER 6 MIL. BLACK V OVER 4" 611tANULAR • • • • • • • . •• *4 BAR VERTICAL • 16" O.G. W/ ALTERNATE BENDS 4 HORIZONTAL • 10" O.G. (2) *4 BAR GONTI NUOUS SHEAR WALL PER PLAN SCALE • I" • I' SCALE • I" • (2) I6d • 6" 0.G. U.N.O. bd • 6" O.G. TYP. • BOTTOM it 4 RIM JOIST SEE SHEAR WALL SCHEDULE FOR NAILING PATTERN SHEAR WALL PER PLAN SCALE • I" • I'-O" F ••• � FLR. JSTS. PER N 4 2X P.T. ISOLATED FOOTING PER PLAN 2X STUDS PER PLAN BATT INSULATION PER PLAN BATT INSULATION PER PLAN 5/4" T.46. PLYWOOD SUBFLOOR GLUED 4 NAILec• 2X P. T.�TS ANCHOR PIALL FROM ENDS 1 EMBEDMT USE X DIA. X B OLTS • 46' 0 *4 d/11! NNtTI W/ ALTERNATE HORIZONTAL 6 MIL. BLACK V House DECK l e 2 I "x �� 1�2" I' 0 POST P.T. DECK JOIST PEER PLAN POST GAP PER PLAN D03 -183 ROOF TO WALL INSTALL OW T fPPO 'X' 4' OVER 6 MIL. K V.B. OVER 4" FILL N I I + • • • 1 �J. r�; ' • if J• • I N . ,' Lill. It � • Ir . &Ilk 11 --1l 11 l an , . .i► • • oa r POUNpATIGN • • • • • • • : -•• • .% .4. • • • •..• • • • •' • • o •- •• • • • ••• • • .. • • . • • . • • • . • • • • • • • • • • . . s •• to . .s • 2) *4 BAR CONTINUOUS • • • } ., • • SCALE • I" 1 -0N RAFFOUNPATI ON WALL 2X6 P.T. TOP RAIL IX4 P.T. EACH SIDE 2X2 P.T. PICKETS • 5 .S /b "O.G. 1X4 P.T. EACH SIDE 4X4 P.T. POST 2X4 P.T. DECKING I ►.. 4 ►�4 ►..4 ►...4 ►,..4 ►..4 ►�.4 ►.,.4 2 I— C) lV a:O co <ri T L SCALE • I' = 1'-0" CNI 16d • 6" O.C. SHEAR w,Au. PER PLAN CO I— 0 C./ LU t Nift I I— c ) i 0 CC c ID: 0 So • P.T. BEAM PER PLAN THROUGH P.T. LEDGER P.T. POST PER PLAN • POST BASE PER PLAN ma MA Lira I 'TYPICAL ROOF • • • 1" 4 . ; •••• , it% • J UN 1 2003 Paler m oss • - ROOF FRAMING MEMBERS PER PLAN 2x6 SOLID BLOCKING 46 0.C. (5) I6d TO BLOCKING EACH END Ti`P. JUL 1 6 2063 ,A 'v., Pt w fiblIP 9 1 i Wiltqlqh/ 284 hil*114 Li lilgnig It T i 'AIM/ ki; i If t ma o LLJ - I 0 ; 'S < t t*** ‘3 Ln 44: 3 0- DESIGNED BY: DAlt: DRAIN IIIY: DATE Oil. II/26/11 SUM • • • 0 I • CND JACKS • 24" O.G. HIP TRUSS • 24" O.G. 'ot A IP I i END J�cic5 a • -I_ I. I_I O ........ •6. .... _..._..,.......... , ........ - 1 ie• yyy O.H.�I p D9 DS cip 0. PLATE • ' -II" A.M.R. END JACKS TO BEAR ON S 6 :12 SUBFL. • 44 A.M.F. GOOF FRijMIN FLAN e SCALE: 1/4" = 1' -0" ROOF FRA 1. CONTRACTOR SH NOTES, DIMENSIONS I CONDITIONS PRIOR 2. ALL BEAMS I T 4 6X6 DP*2 • 2X6 U 3. PROVIDE VENT 4. DEEP SEAT GUT ALL 5. 6. R TS. TO GH TR HEEL BEARI N6 WALLS ARCM a:1 ALL TRUSSES, ▪ SHALL BE STAM Y • ' LICENSED IN THE STATE Of= WASH! • SHALL BE INSTAL • ENGINEERS SPEGI TI • • SHALL HAVE DE°►I6N �- I+RAINNOS ON SIT! FOR FRAMING 1 =r.r• ION * SHALL NOT BE F MIRED WITHOUT PRIOR BUILDIN6 DEPARTMENT AL OF ENO! N EERI GAL.GUL.ATIONS ?. 'SEE SHEET I FOR ADDITIONAL. NOTES. 2x6 RAFTERS W/ 2x4G.J• 24" O.G. HIP TRUSS END JACKS • 24" O.G. END JACKS • 24" O.G. Ds PLYr4000 OR 03B EQUAL, rr /8d (6 )1 NAILS • 2" O.G. *J /b" x S" LAO SCREWS • 9 "O,G. OR 5/6" O MIN. 5" NOM. SILL'S' I STUDS • ADJOININN PAr Ls 0 q* OLLJ �t w*,<)--- _ I- oct cc: Q _ - T C\ 00 00 co F o � u") `- SHEAR WALL SCHEDULE 11/4„." NJ (SEE 144/ UBC TABLE 29-II-I-I, 2S-II-1-2) • 0 UI rrd' PI-6 P1-4 PI -9 14 see d- eftq. £1fr'd1Ld " PLYPIOOD OR osB EQUAL, vi/8d (GUN) NAILS • 6" O.G. : I bd • S" 0 .C. OR 5/$" O 0011.TS • 46" O.G. TO " PL1r'W000 � MB � O � R 5 �" BOA. • 9b" O.G. TO • " PLYWOOD OR o3D EGIUAL _we'd (SUN) NAI L5 • 5" O.G. MIN. 9" NOM. STUDS • ADJOININ6 PANELS WOES. x i . /A" 5" L A6 �Y_RRWC, • 12"0.C. # 1 IR im" 0 131.3* 11� f / GONG. 00 •Cor■ONG. _ • - I T imm I. THE SHEAR VALUE'S IN THIS TABLE ARE BASED UPON 'THE USE OP - DR,IVEN NAILS MTh A MINIMUM SHANK DIAMETER OF 0.113" INTO � 2. NAIL SPACING IS FOR ALL. PALL EDdES. BLOCK ALL PANEL. �. 9. 3PAGIN6 OP NAILS ALONG INTERMEDIATE PRAMIIN6 MEMBERS IS 12" O.G. 4. SHEATHING TO DE APA RA TED, EXPI/EXP2/EXT OR ere.. /GO/'rJrTRUUGT11 PLYVIDOD. 5. AT DOUBLE sorer) SMEAR "MALLS, OPPET 'SHEATMIN6 JOINT Ir3'f'' ONE DAY MIN. ALSO mom! D! 4x DLOGKIN6 BENEATH SILL PLATE, 1TH NAILS ST . • ATIGALLY STUDS. • r4 i mow rani IIIIIIIIIII•111111111111L•••N 1111111111111111 I • %kW- - pry i r PP- AEI sMI ' �''__` i ••• 0 r ./ = 541 e 10 II� f ■ II p .rr. ...1=11. celk • • 5 DS ° • • • • • DS 4 2x10 P.J. •16 " 0.G (2) F.J. ". 4 ' -2 " 0111111•1116116 ••■ 611 IA. N 0 • 1 0 " • ADD (2) *4 • TURN DN. WALL. MIN. ASV. CONT. b" Pt CURB • +31 A.M.F. 1' -10 1/2" CUR. su p - Mb.••■.._ OD 6•6•611116 4x6 _P T�BEAM • ., 4 1 -2 " TOP BARS OR STEM ID" DEEP FT6. 9 0‘31. 4663 r* IF- cc Q 28 6 MIL 5' -1" VAPOR BARRIER Att 4" DIA. PIPE BOLLARD. SLA5 ON G 4' GONG. SLAB OVER 6 VAPOR BARRIER ON 4' FILL. SLOPE 4' TOYiARD 1 3 •4 = I A. - LA611 O: 6" W. CURB • +31" AMP. I6' -S" R.O. 1 -10 1/2" 4' GONG. - CD s. T 4 0 IM 6" vi�oris • TeN IL �.i 10 14" SCREENED ATION VENT REQUIRED) 40'-O" OVERALL I. CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO GONE 2. PROVIDE SOLID BLOGKIN6 ° 9. POSTS TO BE P.T. 4X4 DP*2 1 4 4. ALL FOOTINGS TO REST ON UTI©'I!1TUIRIIf S. ALL. MOOD IN CONTACT MTh Wp. fPeE TREATED 6. SOFFIT, VENT, • INSULATE G •7. INSTALL SIMPSON GONG. TO 6011N OPI RCU6H OPENINGS, b. STEP FOUNDATION PM SITE di. 2,000 P.S.P. ASSUMED SOIL 10. SEE *CET I FOR ADM NO di 611116116•16 411111 a N U- 9 s-6" O • :0 4' -2" 6 1_ b " JOINTS, 1).N.0 /2" FROM COIRNERS TIMER'S SPECS. 4o4eii rrport YeqiariL iffy 4 /414444atili 1W4 9 FOUN?ATIQ PLAN SCALE I/4' • 1'C (/) O FOU 0 NO STUB OUT *4 BAR • lb' O.G. AGITk' SHALL DE VERIFIED IN MELD. T 56 x 56" MIN. LANDINC,. 4'-O 61. ■11611161111. .116 4 1_ 2 " I 1 IL 0 icy O s vo S IL 0 O4u n• 13'-4" 4 4xb P SYMBOL 2 Qu H U 2 U cr 0111116116101. MID AND 61110•166. Ws 16 w F- 2 cc 4'-6" V "DI e)" T AND 0 ca N ob CO Tana 11/2" CLR. TYP. I-- C )i.! 8x8 P.T. POST 0 / 12 "xI2 "FON 0/ 20" SQ. FT6. CM Of TUKM.A APPROVED JUL 1 6 2003 AS MUTAU b FOUNPATI ON NT I LAT I ON GRAWLSPAGE AREA f f'"i I I F. VENTILATION REQUIRE :V 0 II .F . USE trrs ...., VENT AREA = qA RLPUG:,1 /4 "T ES41,, •• • i3a►.SAI VENTS REG = 112 SI "1/4- - ■ �1s.39' PROVIDE: Ib . A M E A s • • . 1 1 7 6 6 * VENTILATION PROVI III . Is • ATTR THAN . ____1126.56 4._ 71 16 :Z 4" PVIIIHDATION 'ANTS - FQ1tI&6 . ' D •• . -�. • • \ V f i . w . • 1 THICK CONC. ROOTINU TION rem PLAN 24" DIAMETER X 12" THICK GONG, FOOTING rr/ 2 - *4 BARS EACH MAY POST Ni C CONNECTION PER PLAN I8" DIAMETER X 6" THICK GONG. roam* rr/ 2 - *4 BARS EACH HAY POST AND CONNECTION PER PLAN JUN 1 1 2003 SI. REQ'D V8glig5p60 0'5 4;4 r u P uZ W � b1.7.14X '"off W~A" iglifig gdWaTallx 01:11 ogI algOE tti tin U W V oC i P DC9CNED SY: X DATE' DRANK SY: DATE: D.N. 1 1/26/ LATERAL SY: DALE N4M 1 1/28/ Rt' %D ,Y, DAlt: S 1r4 2/1/00 I V. • 110V 0 S.D. OPEN TO BELOW 11/4" DI A. H • +34" ABV. RA S. 12 r�n NIP r.a■ E3Er,Rm BELOW 110V0 S.D. (2) 3 5.14. BONUS CARPET ■■_ r r■MIMP rr teN■ OP Mb UPPER FLOOR PLAN "ALE'ehmlif- T 07 r U we 1 2-041°G) cereo 2 z run I T SHEAR WALL SCHEDULE (SEE 1941 UBG TABLE 25- II -I-I, 4 23- 11 -1 -2) I /2" PL'Y'WOOD OR 05B EQUAL, r4/8d (SUN) NAILS • 6" O. ANGHORA6E: I6d • 5" O.G. OR 5/8" 0 BOLTS • 48" O.G. IT PLYWOOD. OR 055 EQUAL, r4/6c1 (SUN) NAILS • 4" O .G"� ANGHORA6E: 16d • 4" O.G. OR 3/8" 0 BOLTS • 36" O.C. 1/2" PLYWOOD OR 05B EQUAL r✓ OG 8d OWN) NAILS • 3" C S /b" x S" LAO • 12 "04. OR 5/6" TO CONC.. CC 0 USE MIN. 9" NOM, STUDS • ADJOINING PANELS WOES. I /2" PLYWOOD OR OSB EQUAL, r4/8d (t* NAILS • 2" O.G. ANGHo A6E t 5/8" x 5" LA6 'S' C RJ54 • 9 "O.G. OR 5/8" O TS " . . TO CO NC. USE MIN. 9" NOM. SILLS 4 5T1JD3 • ADJOININ6 PANELS I. THE SHEAR 'VALUES IN THIS TABLE ARE BASED UPON THE USE PNBJMAT1GAL.Y DRIVEN NAILS WITH A MINIMUM SHANK DID OF 0.119 "; INTO -FIR (MADE STUDS. 2. NAIL SPAGIN6 IS FOR ALL PANEL. ED6E3. BLOCK ALL PANEL ED6E5. 3. SPAGINS OF NAILS ALON$ INTERMEDIATE FR.AMIN6 MEMBERS IS 12" O.G. 4. SFEATHIN6 TO BE APA RATED, EXPI /E;XP2/EXT OR G- G /G -D/".' TRJJGTII PLYWOOD. 9. AT DOUBLE SIDDED SHEAR WALLS, OFFSET SH ATHHNS JOINT BY ONE BAY MIN. ALSO PROVIDE 4x BLOCKINd BENEATH SILL. PLATE, 111Th NAILS ST . • SYMBOL O LATERAL RESTRAIN HoLooM TYPE Ato SIMPSON GSI6x96 FL TO FL SIMPSON Aft PER PLAN CA 2c) F- O LU"* w c<,1 N. _ � N 0 rr UTI V.1.0. _r=MUM r +r 4x I 2 P*2 K I wwowooc •r .1.1111.= r_ rrtIMIIINIM rr - 3 I/8 x110 1/2 6LD 2 ZERO CLEARANCE DIR. 6AS FIREPLACE. INSTALL MANUF. SPECS n/20" WI (MIN„ NON-COMBUST _ FLUSH HEARTH. PROVIDE OUTSIDE COMBUSTION AIR 14/MIN. 6 SQ. INCH OPENIN6. bx8 D.F. DINING 2 (2) 5 S.H. 2x4 DEGKIN6 6x5 D.F. r•r r_1111•111.111•rWIN r 411 01,1 tut: " C 1 'it 00 00 i " ,,- Q In 7 n 03 00 CO SIMPSON HPAHD22 r4/(I6) SIMPSON STHDIORJ w/(28) I - - NAI r. T SIMPSON 3THDI0 r4/(2b) Ibd I - • TOT CC _ T 2 ' - ftP. PER SECTION Mb SHEET 5! TOTAL. ON j 2 I O • ISM CURB .M.F. SCALE' 1/4" s I'-0" I. GON7RKSTOR SHALL. VERIFY ALL COMMONS PRIOR TO GOPLraTRUC.TI 6X6 DFw2 • 2X6 WALLS U.MD. w rr.r��rr�ww.rr�.irwr. wi 3 1/2x18PSL2OEx20'L. EXTEND F.J. i SHT G TO FACE OF 6ARA6E. ON SI RAI I6I-0" 2' -0" 2' -1" S'-O 1 " / 20 '_ 0 " MAIN FLOOR PLAN O FLOOR PLAN NOTES co T. rtir'rzr 2. ALL BEAMS 4 HEACERS TO BE 4X1C1332 S. PROVIDE SOLID BLOGKIN6P OVER 41 4. PROVIDE FIREBLOGKIN6 • ALL S. WINDOW $ DOORS ARE SFIOYri i 6. WINDOM HEADERS • 8'-O" ABOVE WINDOW HEADERS • 6' -8" ABOVE 1. ALL WOOD IN CONTACT WITH GONG. S. EXTERIOR WAL.L3 TO BE 2X4 S 9. INSTALL SIMPSON GOING. TO 1010017 1/2 CORNERS i WINrOOVi ROUSH OPENINGS, ALSO � SPECS. 10. • INDICATES POINT LOAD 'SUPPOR (2) T06 U.N.O. II. SMOKE DETECTORS+ �. * SHALL BE 110 V INTERCONNECTED BATTBtY BACKUP * SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS * SHALL BE INSTALLED IN EACH LOCATION MERE THE* IS A GEILINb GHANOE *BEATER THAN 24" 12. SEE SHEET I FOR ADDITIONAL NOTES. F F 2x4 G.J. • 24" O.G. 4O'-O" OVERALL 6 ZES. AIN FLOOR, V.N.O. FLOOR. U.N O. TED. NOTES AECOVED MTV Or TuiwkA JUN 1 1 MOAT CENTER VENTI LAT (SLOE I4 MIA9FIIN6T O O N cJ In ao oo co HEo 0 cJ ti CO • • T. r d • SYMBOL. FAN TYPE "MJTOrE" AT ISO I ter Wt.' .25 P46 r imi.CFM .10 W4 wrote- QT co $ 5 63 GPM • .23 W6 80 GPM • .10 Yid 8x8 - POST • • • • Cv • i•.a: • f' t ! ' •1 .t i C . ;L.::..._. • ;A SUMMARY WA REMENTS AIR QUALITY cacE1 CITY or rA JUL 16 2003 AS NilitU 11/1 S.F. I41 S.F. N/A 0 S.F. 589 S.F. I. USE QT 130 (100 GPM MIN.) • ALL KITCHEN 4 WHOLE HOUSIFAN. 2. USE «T 80 ('90' C.FM MIN) • ALL OTHER LOCATIONS. 5. ALL. FANS TO VENT DIRECTLY TO OUTSIDE. 4. ALL OTHER REQUIREMENTS OF I99'1 YisIG/1998 VIAG MUST .BE P.T. E D03 -183 2590 SP. 01 V en 114 Li :Ili ge!I Nag% hi tgt: 1 11 4 1 c 6„ mbglo g q gi6 .1>E DESIGNED DV: DA/E: DRAM I art DATE D.M. 11/26/i LATERAL h! DA NNW 1 1/28/ 4 4 4 1 REVISED SY: DATE: SUN 2/1/ • I• SCALE: I /4M is I s-O" LEST ELEVATION RIGHT ELEVATION xv.e v + . rc• • ROOF BEARING • •ARA6E/PORGH T.O PLATE \ TAO. 9U3FL. FEEIHREE • w ELEVATION NQES: • 9.6 FONT ELEVATION, SCALE: 1/4• • 1•.0• 9 .6. R ELEVATION, S GM. . fi I I. VERIFY SHEAR VIAL.. NAILING AND HOLDOYMNS P!R PLAN • SCHEDULE PRIOR TO INSTALLIN4 SIDING. fi 2. MASONRY AND MOOD FRAME COMNeY9 ARE TO DE CONSTRUCTED PER U.D.G. 9402. 9. CAULK ALL EXTERIOR JOINTS $ PENETRATIONS. . 4. PROVIDE reATlNER STRIPP1N6 • rLAS HIN. AT ALL DOORS 111N00143. S. PRoVIDE 6ALVANIZ!ED OR ANODIZED &CET METAL FL 'A�1INib $ COUNT'ERFLASHINS • ALL ROOP PENETRATIONS, CHIMNEYS $ 91GYLI6HTS. b. PR.OVIDL GONTIMJOUS METAL BUTTERS I D0P SPO T'S • ALL EAVES, TYPICAL. 1. SEE SHEET I FOR ADDITIONAL NOTES. nn.' •...•••'. .I.. wf • ..wars. -.► .- maw . 1S .6. • 'X A A J T.D. PLATE • 1 RID6C T.O. PLATE T.O. SL FLOOR T.O. PLATE bxb P.T. POST Ix4 TRIM O. b" EXPOSURE LAP SIDING. 2x6 ON 2x4 TRIM. 4' 96" H. RAIL'S Y4/ 2x2 PICKETS • 5 9 /8" O.G. LIGHT VEI6HT ROCK 'VENEER. T.O. SUBFLOOR .0. COMPOSITION SNINOLES OVER 15* FELT ON I/2" EXT. SI#ATMIINO. Ix2 OVER Ixb FASCIA W/ GONT. MYL. OUTIVR. 4x BRACKET. SCE SHT, 6 R.S. PLYWD. NV 1x2 • 12" O.G. Ixb TRIM SD. Ix6 TRIM DD. cos;. FOUNDATION. (vry pF REcevio rr JUN 1 1 Ooi D03 -183 CITY Of TUKWILA ARROYO JUL. 1 6 2003 NUItU S O DRAWN SY D.H. U1ERAl BY: A141 REVISED SY: omE 11/26/ DATE: I I/2b/ DAME: Or • FOYER 1 5.50 3.50 MILGARD VINYL PIC; URE 5320 - 6220 112" AIR 'YES 0.35 1 9 .2: e.'4 sows MSTR BEORM 2 1 3 00 800 5 00 4.00 MILGAR1:) MILGARU VINYL. VINYL S HUNG SLIDER 5120 117 112" All AIR YES YES 0.39 Q 36 30.00 24.00 1 I . it' 9 12 1M i R BEDRM 2 2.00 4.(X) MIL.GARC) VINYL S. HUN(_ 5220 5120 r 51 p 512() ...._. , ._...� 5120 5220 I /2" 1.' 7777.. 1/2" 1/2" N IN N AIR AIR ._. AIR _... AIR AIR YES YES YES _7777 Y YES YES 0.39 0.38 _._._ j . ..,..._..._ U 3I3' ().3 0 36 0.39 1( 00 1 f5 on ` �. _....._._...._._...... 5 U0 E c fri - 1.5: R1S TR BA'T'H 1 r- 4.(X) 4.00 MILGAR( VINYL SLIDER W_ i BATH 2 I 4.00 1.0 5 MILGARD LG VINYL SLIDER SLIDER ........_....__...�.. SLIDER S. HUN III: ORI'r1 1 DEDRr1 1 1 5 Qt) 4.fl() _ ....�w .............�._..... 500 4,00 3.00, 4.50 MILGARI) ,�....._.., M1LGARD MILGARD VINYL. ...� ..._..�.�..._ VINYL VINYL MOO 20.00 - 27 CO' 7 -60 1i) S , DEDRk12 2 FOYER FOYER __ .... LiQ =PA 7777 DINING KUt• CHE H .._....� .... . .........1_..._ ..r.. ..rw..... 2 2 2 00 3.00 � 3 5.00 ,..... 8 00 . .�....r...w 6.00 6.06 8 1.50MILGARD MIL -CARD -w ...., MILT3ARi) It- i:GARD VINYL. ...6 .....,-......, w-... .. VINYL ..._............. VINYL VINYL III;NG _ • ...........�.r... 5 F!U S HUNG 522() 7777. -- ._= �..-_•.w......- 522 112' 1/2" AIR �..,... AIR YES YES 0.;39 !;.'..00 �a.39 _ - ^GOO ......_. {7 75,;7 - 77, U.?8 22.50 1.h;R W ..- 14,.14 _... _..�.. Mta! 1►�1 B'i5 5220 112" rn m!=1 1 CiY 1 )- SLIDER 51:0 NOOK FAMILY _....,,. ...« Lail. . ••••• , 1 t 00 a 40 ..... .....r.rri 6.64 0 00 r....rw....w... 4761' MIL.GARL) N - r- r- .rww.� .. MILGARD VINYL VINYL- r -.......... r ......... . VINYL S OA) aLNJi: :R ..... ..... ...... : i I:I 5621 5120 ,.ww..ww...,�,... S22t) 1/2'' 1/2" 112" ,AIR AIR AIR YES YES 'I g........O.Sn 034 0.33 41.04) ... -... 48.C)t) 16.60 133 .9!. 1c, .:? ..... -7777. 7777.. :Jf1 4)0 Rl)O I OF WND. WNr). MANUF'• FRAME. w0 MODEL Alit GAS l.U•t: t! - VAI,. =+.Rr.:A ; l ; s . PROPO PERCENTAGE GLAZING WNDS W N j TYPE •FYPI NO. CAP FLO)RS OVER UNHEATED SPACES i 1) SL1:3 PERIMETER PROPC;S D :VER EAD U -VALUE 2001 WASHINGTON STATE ENERGY CODE CHECKLIST Standard Truss/ Scissor Truss Roof Framing Assemb CHAPTER 6 PRESCRIPTIVE iii "".. -. PROPOSED INSULATION "C.EILINGS� . .. .......... �.... 7777 ., R -. 8 .... gFiTf N NUMBER . ..,...... _.... --- 777._.., . ... MAX. GLAZING PERCENTAGE ALLOWED ED UNLIMITED 15.36% CEILINGS APO V E GRADE WALLS R- ? ..., R -21 PROPO PERCENTAGE GLAZING MAX. VERTICAL U -VALUE ALLOWED 0.40 BELOW GRADE WALLS (INTERIOR) j I • R-21 R - 30 1 717: . f�, -8 PROPOSED VERTICAL U -VALUE 0.36 0.58 FLO)RS OVER UNHEATED SPACES MAX. OVERHEAD U VALUE ALLOWED SL1:3 PERIMETER PROPC;S D :VER EAD U -VALUE 0.51 0 20 DUCTS IN UNHEATED SPACES MAX. DOOR U- VALUE ALLOWECD PROPOSED DOOR U- VALUE 0.20 - ROOF VENTILATION Standard Truss/ Scissor Truss Roof Framing Assemb High Roof 721.92 si. Req'd Roof Area: 1504 sf - Ventilation Required: 1504 sf. / 300 - Provide 1/3 Ventilation at Eaves, 2/3 above MidpolnV 12" below Ridge 8indlocking • 3.5 slJ If - 25% reduction • Eave Ventilation Req`d • 721.92 si. X .33 / si. per If. - Provide : 91 If. birdblocking. Ventilation • Ventilation Provided - 238.875 si. is Greater than 2.63 si / if. 90.78 If. 238.88 si. 238.23 si. Req'd tipper Roof / Ridge Ventilation: 24" x 24" Gable Vent 576.00 si. each - 25% screen reduction • Upper Ventilation Req'd • 721.92 el. X .67 / si. of each vent • Provide: 2.0 24" x 24" Gable Vent Ventilation Provided • 664.00 si. is Greater than 432.00 si each. 1.12 vents 864.00 si. 483.69 sI. Req'd Use : (Minimum) 2 24" x 24" Gable Vent Use : Minimum 91 K. birdblocking. Ventilation • otaI rentlla , . . , Wed t . T. s . 1 r 3 - - 1 : a , . _ . . Hiss - . . miming $64.00 sl. 231.0$ I. 1.92 si. R "'d owsr r.^. Roof Area (Garage/Porch): 67.67 if Ventilation Required: 67.67 st. / 300 • Provide Ventilation at Eaves 32.46 Si. Read 8irdblocldng • 3.50 slJ K - 25% reduction • Ern VenNatlOn Req'd - 32.4816 M. / si. pert • Provide : 13.00 If. birdblockMg. Venation • Ventliulon Provided • 34.125 Si. Is Greater Mal 2.63 si 1 if. 12.37 9. 34.125 el. 32.46 Si. R d Use : 1 .00 . . Ventilation • 34.1 si. Tani Provided 34.13 Cl, IS GRIM it THAN : 32.41 al. Reif d 1 • V /1 L. 9 GLAZING SCHEDULE MAIN FLOOR UPPER FLOOR DOORS WITH MORE THAN ' O% GLASS SKYLIGHTS AND SKYWALLS DOORS WITH MORE THAN 50% GLASS- TO 1"AL: AVG. U -VALUE (VERTICAL GLASS): 4.00 4.00 780 3/4" AIR On 0. GLAZING % TOTAL 1 HEATED AREA AVC3. LI- VALUE = UA TOTAL. tTOt 2 AREA TOTAL (TOT. I) (1) Li-VALUES ARE NFRC CERTIFIED OR OBTAINED FROM WSEC !ABLE 10-6A. 8. C. [) OR E 2001 RESIDENTIAL WSEC CHAPTER 6: HEATING SYSTEMSSIZING PRESCRIPTIVE HEATING SYSTEM SIZING: ELECTRIC RESISTANCE (BASEBOARD I UNIT HEATERS): CONDITIONED SQUARE FOOTAGE X .005682 15.23 MAXIMUM KW OUTPUT OTHER FUELS CONDITIONED S')UARE FOOTAGE X 2() 51800 W.Xih'UM 13TL) OUTPUT AVIONOWOOMMINIMMINWARMIWIAVAIM a t 4x4 I4ORIZ. 4x4 tRAC".KE'T •45. 2x4 VERT. SKYLIGHT TOTAL: AVG. U-VALUE (OVERHEAD GLASS): AREA 397.79 S F. 2590 00 S F. 152.69 UA 397.79 A rrt L. PLAN M2590C2FE1 WNO, 1OYAL: 381.79 144.53 1 6.00 0.30 8.18 0.51 LTA TOTAL. I 'MIA.. 0.38 U. O O N rs. 00 co co O O T cJ N d0 co T • II e tt2 ♦•♦ 4t. r �.� � � •_t _� • �. r •. „ � ♦ .� � r_�►�,r � �r � . � •. I__f � �_ .r � 1M ♦ •A .••♦r►A AMA! ��r� !!!!!!!9. •_ .qr�_ � '� � • • . t •� • � � r �� . `�/ (..) cc: cr. FOYER 2x4 P.T. DEGKIN6 OVER 2x8 P.T. DECK .)STS • 16" O.G. 2x6 RAFTERS 0/ 2x4 G.J. • 24" O.G. END JACKS • 24" O.G. T.O. SEAM • PORCH IMAM PER PLAN 2x6 RAFTERS • 24" O.G. L� -J ROOF BEARING • GARAGE (' T- Ow":r L1J ~ = N I H 0 CC 2 cc Z co _ T CO �o v 1 SETION 'A' W C\I /J 9G.E. I/4• . 1•-0• I MMO apron I -I ocr 00 CC 0 <Z TOWN II- II = II irairrsc 7II�-�� �� �, I -t - 1 . 7 : = 11 - 11 - 11 - 11 - 11 - 11 - 1 - - 1 =1� = 11 =i� --. II - - - 11- t� 11 = ATTIC .01°' xP .♦•♦ • ♦. ♦ ♦♦• ♦•♦♦ ♦• ♦1 ♦•♦•♦•♦•♦•♦•• ♦ ♦• ❖ ••♦♦♦♦•♦•♦•♦•♦♦♦♦♦•♦•♦•♦♦ •♦♦•♦•♦♦ ♦.♦♦♦•♦.♦•♦•♦♦♦•♦♦♦•♦•♦•♦•♦ 1♦•♦•♦ •♦•♦I►♦•♦•♦� ♦•♦♦♦♦♦♦��•♦tAtt. _ 11 .•.+ r_ �1_ � �. ._ �l. i ���_..__ �r�►,. r. ��, ���... r�,..,,..• �._..,. �� . r.. w�. ��. rwwr•.. r r. r\ rW � ►r � r '� r � r � . r� ' ��� . r.�... ► � .. BEDM R 2 PEPRM 4 Ix2 OVER Ix6 FASCIA VII/ CONT. METAL 6UTT SZ. r 2 I °3 CL: <Z 12 SECTION 'B' SCALE, 1/4" • I'-O" • 7777. ........_ � ..•.- _. . _. ...... -. cr Q 0 CD o g (N CC: ,c0, Z TIMM .,.... ._ 3a 7_77,7. 6 MIL BLACK V.D. T.O. MIMIC COMPOSITION SHINOL.ES overt IS* FELT ON 1/2" EXT. SHTH6. P f- ENMINL'LRED TIIU S • 24;ap,G'.. /" , INSULATION (I) 0 o 11.1 -- 7 ll'MipN BAFFLE TO EXTEND Lii' FWD IN6. FINISH GRADE. SLOPE AWAY FROM SIR. CONC. FOUNDATION. • a 0 CC' eer meehi ON SHINGLES OVER row in• EXT. sHnHs. -Et$S1NEERED TRUSSES 244,124.. R -sa ATTIC INSULATION INSULATION BAFFLE TO EXTEND IT BEYOND INSULATION. VENTED BLOCKING. T.O. PLATE . SLOI•!' S1W. ATIO 4. r JUG, D03-118 ^ - a 2003 qtri 5 4; 11 94 !PINT 684 bi,:s X ' WI ii qh I L V VIVI 4 g , g 1!)2 iitiNg'i ?xpixxili ghx.w>E DESIGNED s"r`. DATE: MAR IN SV DATE: D.H. 11/26/ LATERAL Or DATE ANY 11/26/•1 REVISED 9 Y: i 0 i DATE: 2/1 /O4 • • a