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HomeMy WebLinkAboutPermit D03-210 - GREENRIDGE HOMES - LOT 7 NEW SINGLE FAMILY RESIDENCEGREENRIDGE HOMES LOT 7 4328 SOUTH 150T" STREET D03-210 ,1••• Z 6 -J C.) C.) 0 COLIJ co 0 WI -J CO is_ ' w 0 LL. < a mw, z I-0. wz z LIJ • 0 o to .o • w I 0 • 17: — 0 w 0 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0042000091 Address: 4328 S 150 ST TUKW Suite No: Tenant: Name: GREENRIDGE HOMES - LOT 7 Address: 4328 S 150 ST, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: LEABO DON Address: 6855 176 AV NE, SUITE 235, REDMOND WA Contact Person: Name: DON LEABO Address: GREENRIDGE HOMES, 6855 176 NE, #235 Contractor: Name: GREENRIDGE HOMES LLC Phone: 800 - 892 -8462 Address: 6855 176TH AVE NE #235, REDMOND WA 98052 Contractor License No: GREENHLOO2PK Expiration Date: 10 /15/2004 DESCRIPTION OF WORK: CONSTRUCTION OF A NEW 1876 SQ FT SINGLE FAMILY RESIDENCE 472 SQ FT ATTACHED GARAGE AND 24 SQ FT COVERED DECK AREA. PUBLIC WORKS ACTIVITIES INCLUDE: Roof downspout connection to detention vault. Value of Construction: $ $185,084.64 Type of Fire Protection: Type of Construction: VN Water Main Extension: Water Meter: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: Y Landscape Irrigation: N Moving Oversize Load: N doc: Devperm N N Number: 0 Start Time: Volumes: Cut 50 c.y. Start Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: Y Street Use: N Profit: N Private: D03 -210 Permit Number: D03 -210 Issue Date: 08/25/2003 Permit Expires On: 02/21/2004 Phone: Phone: 1 800 892 -8462 Fees Collected: $2,728.33 Uniform Building Code Edition: 1997 Occupancy per UBC: 7 Size (Inches): 0 End Time: Fill 50 c.y. End Time: Public: Non - Profit: N Public: • Printed: 08 -25 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: ° 3 I hereby certify that I have read and examined t 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 p mit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constr ti n or t - •e • e of work. I am authorized to sign and obtain this development permit. Signature: -.t/t, 4 Date: P- fx7 Print Name: afJ41-2_ 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. doc: Devperm D03 -210 Printed: 08 -25 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0042000091 Address: 4328 S 150 ST TUKW Suite No: Tenant: GREENRIDGE HOMES - LOT 7 PERMIT CONDITIONS Permit Number: D03 -210 Status: ISSUED Applied Date: 07/17/2003 Issue Date: 08/25/2003 1: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 2: The roof downspout lines shall be placed within the utility easements. 3: The applicant must notify the City Utility Inspector at (206)433 -0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 4: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 5: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 6: ** *BUILDING DEPARTMENT CONDITIONS * ** 7: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 8: 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). 9: 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). 10: All mechanical work shall be under separate permit issued by the City of Tukwila. 11: 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. 12: 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. 13: 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. 14: 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). 15: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16: All wood to remain in placed concrete shall be treated wood. 17: 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. doc: Conditions D03 -210 �....:= i:i..s;.r. '." sv.L.'. tw6xSln :ii;..::i:.+ii4eiaw.i!:+..ck t�zW ii.x A AlrAA Printed: 08 -25 -2003 18: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 19: 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. 20: Fuel burning appliances may not be installed in sleeping rooms, U.M.C. 304.5. 21: Appliances which generate flame, spark or glowing ignition, shall be elevated 18 inches above the floor (U.M.C. 303.1.3.). 22: 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. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construc i , or the performance of work. Signature: Print Name: ,Qo �✓/� �� doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Leo 003 -210 Date: (F /43 Printed: 08 -25 -2003 it S. ISo �r "1 k �''� &Z 4 /4.sr,E:s- Property Owners Name: t.) L Mailing Address: 6.k 1T (7c,- NJ «i3,i e f,ite),J ,Q 4/4-710 r'Y City Gt 7 Site Address: Tenant Name: N / tea f/4 - e 7 1t Day Telephone: gt 2- / r j2 � �- Mailing Address: (' ass (7 6 &i t4 j A$Q' 'e G✓ s' City State Name: E -Mail Address: le b �. Company Name: c� ! L�f^�'�- C. C Mailing Address: ty S� /'?(o tN>. #f- City Slate Day Telephone: �!'L iF Fax Number: Cf L,j—.j - .� — Z � L Expiration Date: AP -- r d - o y * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Contact Person: E -Mail Address: �p r... �l.'bo 44 1LFF! 1 � n .. CO bk. Contractor Registration Number: G1 /Le -ea_' - oo 2- P te.• ARCHITECT::OF. RECORD =. All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: ENGINEEIZ.OF RECORD. -. All . plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: \applications \permit application (3.2003) 3/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 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 ** Page I King Co Assessor's Tax No.: 0 0 ' 2- 00 0 �S u er: LOT 7 Floor: New Tenant: .... Yes Zip l,�01�, a o • Goy.. Fax Number: 41-r- TP 3 - ' ' 2 't._.. 1e. ^r cg W,�--9g Off" 2 „, II City Slate Zip Day Telephone: Fax Number: City State Zip Day Telephone: Fax Number: �1. ia��a: �iS. tisra. i:: hitiFi�� �w. y Y% I�zF+ ��y .'v::i+XI.Y�`.L'Ci'.1 { � 1 ` roc i'. bif:{. i4i5f iJi- n .'.:�u',`Wit+d:A.7�•.:ill.'.Nly ..2a�. State ❑..No Zip Zip BUILDING PERMIT ..INFORMATTON - '206 -431 -3670 • Valuation of Project (contractor's bid price): $ 1 30 o DO . • Scope of Work (please provide detailed information): A)c'w Will there be new rack storage? p .:Yes ■applicationApcfmit application (3.2003) 3n003 Page 2 Existing Building Valuation: $ "'a .— o If "yes ", sec Handout No. for requirements. rovide All Building. Areas in Square Footage Below 1 :1!' Floor.' • 3t0 Floor Floor's ;Basement .Accessory, Structure* ; Attached : Garage: Detached. Garage..: ,. Attached Carport ; Detached Carpo Covered Deck Uncovered Deck Interior Remodel Addition to Existing Structure New 16 Type of Construction per UBC Type of Occupancy per UBC 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) / 7 6 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 (❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ..Sprinklers ❑..Automatic Fire Alarm ErNone ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..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. PiTR LIC',WORK_S PERMIT:INFOrMATIOI�1 - ': 206 -433- 01 a i yl �., t.c ��tb1 } } Jv ti �i i •iijF {a5' :)i,i �~ f r. . i '� \r� 'S 'try;!. y' i� ,f:t. 1 ;.�. Scope of Work (please provide detailed information): 1V Water District ❑ ...Tukwila ❑ ...Water Availability Provided Iease:refer:to.Public'Works Bulletin #1 for fees and.estimate sheet. ...Water District #125 Sewer District ❑...Tukwila V IVue ❑ .. Renton ❑ ...Seattle ❑...Sewer Use Certificate ❑...Sewer Availability Provided 0 .. 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 a ...Construction /Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill s anitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water \applicaliona\permit application (3-2003) 3/2003 cubic yards cubic yards ,. „ a• a a• a. Call before you Dig: 1- 800 - 424 -5555 . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line „ ermanent Water Meter Size... JXj ❑...Temporary Water Meter Size.. WO# ❑...Water Only Meter Size ❑...Sewer Main Extension Public ❑ ...Water Main Extension Public w0# / 2.5 WO# Private Private — cif ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ ...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 ❑ .. Grease Interceptor ❑ .. Channelization ❑ ..__Trench Excavation tility Undergrounding ❑...Deduct Water Meter Size l FINANCE INFORMATION Fire Line Size at Property Line ❑ ... Water ❑ ... Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City Day Telephone: , City State State Zip Zip Unit. Type: Qty Unit Type:. Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 IIP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Flood 50+ fIP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind AECHANICALTERI TTiINFOA ,RATION: MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: 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): $ Scope of Work (please provide detailed information): Use: Residential: New New ....0 Fuel Type: Electric (] Gas ....D Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES Appiiicable to all permits in this application ^ r 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 CE' TI . Y THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF P RY BY THE LAWS OF T E STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: %a pplications%permit application (3.2003) 3/2003 El IR A ► r�,,i• AG AL) T: Replacement .... (] Replacement .... Mailing Address:_Cp /74 ' #1J6- 15 .f 06,=431 -3G70 Page 4 City state Day Telephone: Fax Number: Day Telephone: City Date: 7/("7/4 3 Zip rim- d • 5 .� SI Zip Date Application Accepted: 1- /7 -.‘; Date Application Expires: Staff Initials: i Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 0042000091 4328 S 150 ST TUKW GREENRIDGE HOMES - LOT 7 R03 -01035 SKS 1165 Payee: DON LEABO TRANSACTION LIST: Type Method Description Payment Check 7968 ACCOUNT ITEM LIST: Description BUILDING - RES PLAN CHECK - RES PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE RECEIPT Account Code Current Pmts 000/322.100 000/345.830 000/342.400 000/342.400 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: D03 -210 APPROVED 07/17/2003 Payment Amount: 1,522.99 Payment Date: Balance: Amount 1,522.99 1,475.35 3.64 23.50 8.00 8.00 4.50 Total: 1,522.99 08/25/2003 08:45 AM $0.00 �'::.... , T/29 't7 TOTA,1. 1522 r` r5 � Printed: 08 -25 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: Payment R03-00860 SKS 1165 TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt 0042000085 4320 S 150 ST TUKW GREENRIDGE HOMES Check 5166 PLAN CHECK - RES PW BASE APPLICATION FEE City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 GREENRIDGE HOMES - LOT 7 Description RECEIPT Account Code 000/345.830 000/322.100 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,205.34 Current Pmts 955.34 250.00 Total: 1,205.34 D03-210 PENDING 07/17/2003 1,205.34 0573 07/21 9716 TOTAL i205.74 07/17/2003 04:00 PM $1,474.25 Printed: 07-17-2003 COMMENTS: Type of Ins action: Address: Date Called _Special ( Instructions: Y Requester. h it ,� • La a,r C-OYrrc ton.5 Cr r) 1-9.4- k a4P t Vt...)b1:, c WO If 5 1', vv., I YR. ■ Pr )ect: Type of Ins action: Address: Date Called _Special ( Instructions: Y Requester. h it ,� • La a,r Date Wanted:, Phon No. � - L e(6)—[0 f lq INSPECTION RECORD Retain a copy with permit M3 PERMIT NO INSPECTION NO. 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!' e Date: \ " 1 - 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: PrrQject: f, ( rs'a 1^ 1 (Sloe ¢� Type of Inspection: W ►4 t I . x.15I.( LAT k o-e4 Address: L{ 3 2- g S. 1 S 0 Sr Date Called: .3 — 1 j -O Special Instructions: Date Wa ted: I S - nL( a.m. p.m. Requester: Phone No: la INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 J . pproved per applicable codes. INSPECTION RECORD Retain a copy with permit f 6)431 -3670 Corrections required prior to approval. COMMENTS: Dat 4 7.00 REINSPECT FEE REQUIRE. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 00. Call to schedule reinspection. Receipt No.: Date: Project: a2- 4ceJRk I 4.F Type of Inspection: vJ PT( +g lz N - Address: 4 3a8 S- l -3 0 s-\ Date Called: , 3- ( s CO Special Instructions: Date Wanted: .;.._- l . _. a a.m. p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval. COMMENTS: feJ€ Q - plole J ns • ctor: 7.00 REINSPECTION EE REQUIRED. Pr ior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 10 Call to schedule reinspection. Receipt No.: Date: — 1 5 -- oci Date: Project: 'ems°a{' ■ �1Jc° Type of Inspection: — NS\.0A+∎ern„ 1 Address: Li 3 22,5. i-0 Date Called: '3--1 S--0(/ Special Instructions: Date Wanted: ' 3 -- 13 .. oy a.m. p.m. Requester LL`INis Phone No: t 7 INSPECTION NO. Approved per applicable codes. Ins c tor: INSPECTION RECORD Retain a copy with permit Date: PERMI CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: Q rJ - - - . r.a . - .t_. -f B YV r- 1 .G)-4 *PO' - sTho 5- f 1 El Corrections required prior to approval. Date: 3 ° - 0(1 $ 1 7.00 REINSPE N FEE REQUII D. Prior to inspection, fee must be g�aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: COMMENTS: Type f Inspection:_ j t tv'�ri Add a z� S I ) 1- e lAi s ....7ye ry / Pq Date Wanted: 3 .... 1 g - CJ t"( a.m. p.m. Requester: 1 &)tJC a. E..4sd - Phone No: tJ i A- - C ) —o --- P.^-- 0 . ---- ,. Projfct: V(e en/ Y'' c c��' Type f Inspection:_ j t tv'�ri Add a z� S k' Date Called: 0.3 -1 -OL1 Special Instructions: Date Wanted: 3 .... 1 g - CJ t"( a.m. p.m. Requester: 1 Phone No: I INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 S C Approved per applicable codes. PER 206)431 -3670 Corrections required prior to approval. Spector: E REQUIRED. P ri Re ipt No.: (� El .00 REINSPECTION F r to inspection, fee must be Id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: COMMENTS: ( 0 Cj-)L . . Type of Ins�tion: r Address: ° 4 S< 1 .s--r Date Called:: 3/ 17 1) /1 lk- artlfQ--\ )// j A , Ei O ,,-\,,,,,-,--.. c_ken---A Q.1---, eda..( c•- /4, ,,t) U...) k &Q , cT R. k _). 1 Date Wanted: P ect: r dA , Iol q ) tfoutd4JD-1- Type of Ins�tion: Address: ° 4 S< 1 .s--r Date Called:: 3/ 17 ( Qy Special Instructions: Date Wanted: It a.m. 057- Requester: _14;1_3 Phone No: 9 / LQ ' CD J 1 9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ei Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PER 1 , ��� (206 431 -3670 El Corrections required prior to approval. Date: 1 '$ 47.00'IEINSPEC ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection: A , ( ( 7 ,v 4 Address: 4 32 /C /2 ik Date Called: 3 7/ ) V Special Instructions: Date Wanted: a.m. /ten p.m. V i2/4 -riA l \ 3/j 1 ei "/ et 6L.L et -1- c,/,, -P (N 0/ 4(.0_,(..) G , di 2t atom- 1-°4- c-ve -t 6 e --? 0/A r -04,h , / r cM i r/l4 A w J i i F 1 _,r 9 tAt-P-1...„ Project: Type of Inspection: A , ( ( 7 ,v 4 Address: 4 32 /C /2 ik Date Called: 3 7/ ) V Special Instructions: Date Wanted: a.m. /ten p.m. Requester: W fL� ; 1 (� i) _P�t /YU., ono, /1.c.` Phone N& 0 1:) INSPECTION RECORD Retain a copy with permit INSPECTION NO. 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: oaty�n� °� $47.00 REIMSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 630■ Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No. Date: COMMENTS: __., l cagfi_ftv( f) Az "i h& 0, i,re c&. X he g 6,; Date Called: 03 //3 _ '04/6( UP4 ( "01-ef (0N T' .el J e U/t,ck td, Date Wanted: <a.m. 03 Wanted: , p:m: Reque ter: / 1 ( C>AO (._ r <'er 3/ /voI C1/2A d► r4srt 9 /S /tml Ale) 2 pz f s Pi jav Ai-a-& a 4 � Pr j�ect: o %rl✓ I P l �� 5 4� Type of Inspection: J') 06CQ Address: '1/3a? 5 Igo fit. Date Called: 03 //3 _ Special Instructions: Date Wanted: <a.m. 03 Wanted: , p:m: Reque ter: / 1 ( C>AO (._ r <'er Phone No a6, L - 6 //9 S ),0 w. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Ei Approved per applicable codes. Corrections required prior to approval. 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: Pro ct: 0 .9.4A, 1,64.6 Type of Inspection: A O S ISO (h Sr Date Called: 9/10/03 Special Instructions: Date Wanted: 5/1 Vo a.m. p.m. Requester: Phone No: r'w INSPECTION RECORD Retain a copy with permit O3 -210 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 PERMIT NO. Approved per applicable codes. Corrections required prior to approval. COMMENTS: I / 3 C 4Jf.� - �'it.r 11r� r S, \ . Inspector: �v Date: 9 /t fr1 $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: COMMENTS: .) C") L.) .5INec,r ii. )0‘ ! rr(to rr5 Date Called: 17)10 C\/ ' t yl cf ry p-, A - 1 1 ' O. r- ncf•lit G '\(-lr z.Ovv L 1 S''G v/I OR i Date Wanted: "" a.vr l A r\ tic \ \f PV 1 t ra I I, m P.m. LU i ill. S'p(A on cm P kr Si L/ ('i S 41 1114%C 'e: ` tr►n, 1 -e 1 x 2.,,v1-A--(,) S'0t3 Phone No: Pr pct: LoY'-pPin t, t-9 "7 Type of Inspection: I. h-k r r ■ or WO I f .b� o�r,� Address: 9 D, S I ca) Date Called: l 5 Special nstructions: Date Wanted: cc O -0- m P.m. Requester: 1114%C Phone No: 13 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER 0.)431 -3670 O Corrections required prior to approval. ,�.:......c .:...,... �,..�.i:.,:- • Inspector Date: 8 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: Prof -gemAid 7( - w 7 Type pf Ins ction: ( i/I' Address. `I3RR I s 't • Date C e d: 1 ai� /n Speciar Instructions: Date Wanted: l i dii 0/03 . Re q ueste t Phone � N ( jo:: 1 /� / ( /J- 9 � `� (I — 1 / l ) r -` �l 1'9 Inspect° ,. 2' 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. Corrections required prior to approval. COMMENTS: wre Yr) Uat Date: • ) ` 1 0 1 : 1 $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: COMMENTS: 1 ) r , L , 1 - J 2- .)C S a'- vo; h`\- 1 La L 1 �^ 9D. Or S inaed Cliy f vv/Al! c . C , ck hrylAULIA , GrVe ha i I i he Gt - X 11( \ v i t (W' Sk-ec. r 1..&k' 1 LS L -I V '41 -1---G ult.r .e v' - 4 VU I v' c v O w\. -- ' - 0 1/4 .4 s-A-ri r way 5 .) Truss ci± e each .e"ck -A rt.) ss Y 44)--1-e-I■ 1 19 5 I (,) L;v; v� roo w' ra -r-A -e -5 v -\- - S\ - 4 I. 1.9(1 r A6244 l I fl S 7-) U "VA i \a4 tr,,.., rf c vit rJ 0,--- k I.., Si c ' 0 - c - V 61 oll-eci. r co i `i v\r C A.rbvr' v-00 I Pr 'ect: re, i M Type of spection: zF7 -�( ( A dress: ( _ Date Called. I ,. _ ( 1 1 lin Sp Instructions: Date Wanted:, ( : p.m. Requesit_ xj ' ni Phone No. • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMI (206)431 -3670 .corrections required prior to approval. Inspects) 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: Pr ct: , Ore`eAA \rk -t 1 Type of Inspec ion: 1 v‘ei A dr ss: � \D 5 1 150 c'1` Date Called: 11--011-0 Special Instructions: Date Wanted: 1 , t1 Cf Requester: v1Vt 1 S Phone No INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 yproved per applicable codes. COMMENTS: Corrections required prior to approval. Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proj ` �reeryr‘ r r-e 7 Type of Inspection: Sh -PA� w. c ti Ad ress: i3 S ISUS+ Date Called: I 1 — cl 1 -G`; Special Instructions:. Date Wanted: y k-0)--1-c)-1, a.m. Requester: • Phone No INSPECTION RECORD Retain a copy with permit .INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Dill per applicable codes. El Corrections required prior to approval. COMMENTS: (` f' l\JP ( - e'V\r I h 'e W CA ) o . p v't,iou/ CI! l� l it i' C � Q rd \J of 5 + 1c? o r Co Lt) 4/' 7�? rCS ``_'T ac�1� I C Inspector: Date: I , I 0,,z) $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pp ect n _,Type o nspection: • Ad ess: gag ST. 1761--4-, Date all d: ) r sl Special Instructions: Date Wanted: II Req•1 ster: 4, l /S / /OR C. Phone No / �� — ,4,1, (P/ (� - INSPECTION RECORD Retain a copy with permit INSPECTI N 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. COMMENTS: (j) ?A C — JV-c L \ \ -Z- `n ch or e.1 ��S47J. REINSPECTION F REQUIRED. Prio d at 6300 Southcenter Blvd., Suite 100. Receipt No.: Date: to inspection, fee must be II to schedule reinspection. Date: COMMENTS: r l dJ1.7 Address: 'f 3 cl'R ' . I YO 3, Date Called: , \ I / 2S 03 Special Instructions: 1 Z Date Wanted: i 2 , i a.m. I i 03 Requester: I Phone No: ti , p , e - ef 4- tefre /AV\ k P.- ti4,1,-, iJ 47,2421?,-/1644- 6 -� , •--fr7 /e l.{.7 /l ,- ,,� 4.e_- Qom?^ L. 'd h /LjGiLhP r �.. / /.q/ p2 ., , ;11 L vj ' 641' 47 bv5 � lfir, fi/' - /1 I .‹• P(. . 7 (�. 7 T y pe of Inspection: . 1A ) 4 I i t Address: 'f 3 cl'R ' . I YO 3, Date Called: , \ I / 2S 03 Special Instructions: 1 Z Date Wanted: i 2 , i a.m. I i 03 Requester: I Phone No: 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. nspectoq` Do3"- 0 ffetC orrections required prior to approval. aA 4771,...) i Date: �! 1 $47.00 REINSPECTIO I EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen r Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Prpject: L i Type of Inspection: S ➢ Ad I-Pi2,`6 lc SI Date Called: C li< 21 / 0 3 Special Instructions: , Date Wanted: yk � a.m. p.m. Requester: /C ( S � � Lam ., Phone No: _ 1` z( i 5'yl(� Do _.210 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Approved per applicable codes, El Corrections required prior to approval. COMMENTS: cr /1J017 D -S. e� f42�5 �K Inspector: GJ Date: i f ' i/ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: P9v f or V\c 11 4-1 0 4 .. �U co E X Vt S -kv -6, co,ci - ?) / A II/1�v � CJ� 111Y c v.J of( - Q V s- c, A CCA CV ( c4 ►(A.. Special Instructions: Date Wanted: /D - /2 - 1 )Jere : Vevti tom∎ - \ (c) fr �� Pf St CC y- cu \c - #Cv~ C 6 rGc r e I�� t s V}P`� (.t e v y �k,,. ,n 4 a ' e c. CO l t.A. % _ T r n ct� Inr h'Q e Y S SA(,, 0 pei -i> ('c- rec v 1 r-rc.{ Project: . 4, 1. .tze , 7 'Type of Inspection: c L�/� .. �U co Address: g2g S /.SD N P-7.' Date Called: /' 'J Special Instructions: Date Wanted: /D - /2 - 1 ‘a.m. P.m. Requester: Phone No: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit - 2/0 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. Inspecto Date: 10 $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: Pr Type of Inspection: Address: 1-.— Z S / Date Called. 0 1/03 Special Instructions: Date Wanted : ' o f i 2 ) Rego ter: Phone No: `Z -° c.i " Woo —Leila? . N4pproved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Corrections required prior to approval. COMMENTS: Date: E . 7.00 REINSPECTIOd1 FEE REQUIRED /Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro eft: Ty f Inspection: / o/...iity, Date C,.d: �© --- -,,._ A�S�O 5 . ; 457 Special Instructions: Date Wanted: ,l a, Reque : A,ri// P c o rt :y& Ns e(., .......... ,/ ::INSPECTION RECORD Retain aTopy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. J2 - ( PER T NO. 206)431 -3670 Corrections required prior to approval. $47.00.R INSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr9ject: U (4_ 1 41 f ; (/ Type,Qf Inspection: Address:. . 2 -1 . 32 C , 1 CD . t - ' Date Called: Special Instructions: . Date Wanted: a.m. • Reques • . 1 1 )t,'1,") / L-)a 4A/A Phone No: (2,0Le) Le Le D I-/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 /0 PERMIT (206)431-3670 Zr Approved per applicable codes. COMMENTS: 4110 El Corrections required prior to approval. 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: Prgc __ e rii,-1 kb ryes Typ (3f/in pection• Wet i r .4)- Li kY14-1 Address: 1 +3)0 . 45(filA 51' Date Called: ( /63 ..----• Special Instructions: Li- , , 7 / ... Date Wanted: c ), / -3 /tS p.m. Requester: jz --1 ler-I. Phone lyq:-- -`)--- ;3O- 11 y zi INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 919-88 PERMIT (206)43T-3 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: pctor: 'N Datx '3 — i7.00 REINSPECTION FE REQUIRED. Pi to inspection, fee must be 96Id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro 41906 veem v), kiongrN ictspection:f-- -pe (- krki,77/174 Ad ress : 4 " - - rt 51- Date Called: _I g 22 / 03 Special Insplicticin -V 7 (7/ ...-,, Date Wanted: g z 6.3. _ a.m. F 1 *:_ Request). - Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1‘00, Tukwila, WA 981 88 Approved per applicable codes. (206)431-3670 Corrections required prior to approval. COMMENTS: R- ipt No.: Date' — Z- — • .00 REINSPECTION FOE REQUIRED. Priof to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: lyoject: , — t Type of Insper: Address: Li3D 8 SO , 15 r 9 4 ,S+ . Date Called: 4 "3 Special Instructions: Date Wanted: - a.m. g 03 Requester: 1-\ , tp,i446 Laffick ri I xpo Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. ERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Corrections required prior to approval. COMMENTS: CL) e-4 e, ( C Al 0 A'4. Date 47.00 REINSPECTI. FEE REQUIREL Prior to inspection, fee must be aid at 6300 Southcer ter Blvd., Suite 00. Call to schedule reinspection. R ipt No.: Date: • • crt NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARIHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. WEN et) • • C,i4) tNa •Imk Option Glazing Area % of Floor Glazing U- Factor Door U- factor Ceiling Vaulted Ceiling Wall Above Grade Wall Int Below Grade Wall Ext Below Grade Floor Slab On Grade Vertical Overhead'' III Unlimited Group R -3 Occupancy Only 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 Site Information Lot: 7 or ,i77 'S • kkOLE_ic-rs Address: City: _ rT'.),F. vJ Lr State: Zip: Contact: _1)12111_1(P)r) Phone: #0 O * 92 414 Phone 2: Fax: Location of the door(s) taking this exception See the code text for footnote references Copyright 2002, WSUCEEP02 -056 Copied by permission from the Washington State University Cooperative Extension Energy Program Prescriptive — Simple Form — Climate Zone 1 Prescriptive Approach — Simple Form For the Washington State Energy Code (2001 Edition) Climate Zone 1 Table 6 -1 PRESCRIPTIVE REQUIREMENTS °" FOR GROUP R OCCUPANCY CLIMATE ZONE 1 ( Unlimited Glazing Option Only) This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame QE all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6-1, Option III. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: NW 602.6 Exception 1. One door, that is 24 ft. or less, that does not meet the standards is allowed. Location of the door taking this exception l 1`l1 - IT 1 ✓ 602.6 Exception 2. Doors with a U- factor of 0.40 allowed without calculations, Option III only. H -Is RECEIVED CITY OF TUKWILA JUL 1 7 2003 PERMIT CENTER 5/31/2002 Option Glazing Area % of Floor Glazing U- Factor Door U- factor Ceiling Vaulted Ceiling Wall Above Grade Wall Int Below Grade Wall Ext Below Grade Floor Slab On Grade Vertical Overhead" I 12% 0.35 0.58 0.20 R -38 R -30 R -15 R -15 R -10 R -30 R -10 II* 15% 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -10 R -30 R -10 III Unlimited Group R -3 Occupancy Only 0.40 0.58 0.20 R -38 R -30 R -21 R -21 R -l0 R -30 R -10 w Select One Option l ✓1 Exterior Doors Plan ID Component Description Washington State Energy Code: 2001 Edition, Prescriptive Worksheet Zone 1 See code text for footnote references Conditioned Floor Area Vertical Glazing Overhead Glazing Door 602.7.2 Exception, Area X 3 Glazing Area Total Glazing To Floor Area Ratio 1 1176 Glazing Area Feet 2. 4 �) Glazing Area Total / Conditioned Floor Area Table 6 -1 PRESCRIPTIVE REQUIREMENTS ° ' 1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 H l 602.7.2 Exception Ratio 602.7.2 Glazing Area Total I Conditioned Floor Area, not to exceed 1% Door Percent Width Height Glazing Door Door Ref. U Glazed Qt. Feet Inch Feet Inch Area Area Area Weighted U- Factor 37 UA Sum of Area and UA (do not include exempt door) Area Weighted U = UA/Area Copyright 2002, WSUCEEP 02 -051 Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) I �•� o z ao 1 of 2 U A =UXA Fo ' -s N r trot z . Z v t 3 0 6 .-- 2.0-t 4,02. One Exempt Door, If 24 Square Feet or Less. 0.1-11-1 -1--) 1 :2 C5 6 `i f' ,, I w Select One Option l ✓1 Exterior Doors Plan ID Component Description Washington State Energy Code: 2001 Edition, Prescriptive Worksheet Zone 1 See code text for footnote references Conditioned Floor Area Vertical Glazing Overhead Glazing Door 602.7.2 Exception, Area X 3 Glazing Area Total Glazing To Floor Area Ratio 1 1176 Glazing Area Feet 2. 4 �) Glazing Area Total / Conditioned Floor Area Table 6 -1 PRESCRIPTIVE REQUIREMENTS ° ' 1 FOR GROUP R OCCUPANCY CLIMATE ZONE 1 H l 602.7.2 Exception Ratio 602.7.2 Glazing Area Total I Conditioned Floor Area, not to exceed 1% Door Percent Width Height Glazing Door Door Ref. U Glazed Qt. Feet Inch Feet Inch Area Area Area Weighted U- Factor 37 UA Sum of Area and UA (do not include exempt door) Area Weighted U = UA/Area Copyright 2002, WSUCEEP 02 -051 Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) I �•� o z ao 1 of 2 A =UXA 1,3 U 1-0 ro'Y SI 1. -1(7 i-r 5 3Lo : 35 6 Ltv►,Jrti t78 iJE,UT 5 , 31 0 IA.)1 mr, Si_.‘ Ge_ cur) ,3s '; K<<G /..) 5 5 , 3q 1 N S.6. D. S7 t . 34 c3 r ►L/ 4 +...- v0 & 512,6 .3% 6 1) T1Ut-LT C- ks E`/tie_n)T SZt .36 • 3 5" o 0 PAN g Edo vJ F\ G'I a 5"3 2-0 i \3 P,csrvvt-e: S - 3 20 Si to ,3S` ► 3 to t3 c - 4- 4 Si_ ■ D # -2 1-040 36.7.-- t. 43 5 -Te. 5 1 3 et- 3� A si- 2 S -. e~z - ' , 3 �s I`1 As t--tz 5 L..* GI? 512-0 , 3 % 4 t As Tett 3 PrrA 5t-\(>6 412,o , 3S' 0 M A-S TER. C3 ; - N f asC r **c 5 % - 3 6 A =UXA 1,3 4• 1-0 11 2:0 9 6 7 40.2 4i' 0 el 7 t '; d 4 0 1 4 0 3 c3 1 6 0 6 g I 4 o D i 2_ U 3 to 1 1-040 et- 2. 0 2 0 I c'0 4 O I S'' 0 4 0 S 0 4. 0 t 540 et' 0 z4- 0 2 _ o 2 _ 6 A =UXA 1,3 4• 1-0 l - . Z 2:0 •?. 6 r-i. c. 3Z 40.2 I3_67 -3 0 11.4 7 2 -' -- z. I ; S~- 20 )_ b z.0 -7, 10 7. G L0 7 .. 6 i6 4 1 -44 Vertical Glazing (Windows, Doors using Exception 602.6 #1) Plan ID Washington State Energy Code: 2001 Edition, Prescriptive Worksheet Zone 1 Component Description Glazing Ref. U Overhead Glazing Plan Component ID Description U Section 602.7.2 Exception Plan Component ID Description Glazing Ref. U Width Height Qt. Feet Inch Feet Inch Sum of Area and UA Area Weighted U = UA/Area Width Height Qt. Feet Inch Feet Inch Sum of Area and UA Area Weighted U = UA/Area Width Height Ref. Qt. Feet inch Feet Inch Sum of Area and Area X3 Copyright 2002, WSUCEEP 02 -051 Copied by permission from Washington State University Cooperative Extension Energy Program. (see copyright restrictions) Glazing Area Area UA UA A =UXA Area Area X3 2 of 2 DEBIB:'Js UNLII:iI STOCK PLANS • CUSTO DESIGN Lateral Load Analysis Plan — 1876A/3 Per 1997 UBC Wind Speed: 80 mph Exposure:. `B' Seismic Zone: 3 07/23/02 \/'" The lateral analysis for the above named plan(s) has been personally reviewed by me. The lateral is in compliance with the 1997 UBC. F EXPRES � 7 -3a - Ci 4/ L9 6144 RECEIVED CITY OF TUKWILA JUL 1 7 2003 PERMIT CENTER • Tto?ZI 19613 .81st Ave S ' Suite F ' Kent, WA 98032 ■ (253) 872 -2580' Fax: (253) 872 -3649 • Email: designstudio @designsunlimited.com • � DESic'NIS UNLIr/IITED STOCK PLANS • CUSTOM D E S I G N June 10 1999 To: All jurisdictions Re: Shearwall substitutions Dear Sir or Madam, V) w w 0, g - w Q. ° . �. w Z = � Z F- n o. 0 ES .0 ww F- -, u o ui z Emerson R. Denney z Engineer The computer program (QLAT v 4.0) which Designs Unlimited uses in the determination of shear walls does not differentiate between interior and exterior walls. Therefore exterior shearwalls may sometimes be shown with gypsum wallboard in an exterior application. Where this occurs, a shearwall with a greater shear value can be substituted. Our shearwall schedule is established so that the larger the symbol numerically, the greater the shear value. A shearwall with a higher numerical designation can always be substituted for one with a lower value at the option of the Contractor or Owner. Sincerely, • NI 19613.81st Ave S ' Suite F ' Kent, WA 98032 0 (2 872 -2580 Fax: (253) 872 -3649 ■ Email: designstudio @designsunlimited.com '7 -3 -" ■ y■LYL':u z ;z rt w QQ � J U 0 0 co co tu J = DESIGNS UNLIIAITED STOCK PLANS • CUSTOM DESIGN June 10, 1999 To: All jurisdictions From: Doubling of joists Dear Sir or Madam, As a matter of policy and in the interest of adequate nailing of plates at non - bearing walls parallel to the joists, Designs Unlimited indicates doubling joists under these walls. In such cases, the doubling of joists is just good framing practice, but not required by code. At the contractor's option, doubling of joist under non - bearing walls without point loads or cantilevers can be omitted. Sincerely, 11LLl�r�•�_ iJ Emerson R. Denney Engineer 19613 .81st Ave S ' Suite F ' Kent, WA 980321 (253) 872-2580' Fax: (253) 872 -3649 • Email: designstudio @designsunlirnited.com �' tDESIGhJS UNLIMITED STOCK PLANS • CUSTOM DESIGN February 18, 2000 To: All Jurisdictions Re: 7/16" Plywood Substitution for 15/32" Dear Sir or Madam: In Designs Unlimited's shear wall schedule, shear walls numbered 3 to 9 require 15/32" APA Rated Sheathing. However, 7/16" APA Rated Sheathing may be substituted at the contractor's option with no reduction in shear strength, provided studs are spaced a maximum of 16" o.c., or alternatively, panels are applied with long dimension perpendicular to studs. Sincerely, Emerson R. Denney, P • Lic. No. 9788 fi —3o • a • 19613' 81st Ave S ' Suite F ' Kent, WA 98032 ' (253) 872 -2580 ' Fax: (253) 872 -3649 ■ Ernail: designstudio @designsunlimited.com U DESIc3\JS UNLIr.1ITED STOCK PLANS • CUSTOM DESIGN June 10` 1999 To Whom It May Concern: When no GWB nailing schedule is called for with the Q -Lat engineering program, the contractor may default to a standard nailing of 6 inches 0. C. at panel edges and 12 inches 0. C. field nailing. Emerson R. Denney. P. E. • ■ 19613' 81st Ave S ' Suite F ' Kent, WA 98032 ' (253) 872 -2580 ' Fax: (253) 872 -3649 Email: designstudio©designsunlimited. corn 4 A F 28.0 G 34.0 E 24.0 Walls Holddowns Struts 2 Story : 2 16.0 22.0 • • • • 4 36.0 Fl 06 -20 -2003 18 ?6A -3 E 7/16" Sheathing w/ 10d Box] (Gr III Species ]_ C Simpson Strong -Tie Holdown I C Gr III Species C Simpson Cnnctr ] se-- Exceeds maximum table value G 14.0 D 20.0 • H 44.0 X 1 4 Story : 1 3 3 16.0 22.0 4 A — ,1 ... 1 ....i B 2.0 .. .••.... Walls Holddowns Struts 4 5 36.0 42.0 C 7/16" Sheathing w/ 18d Box] I Simpson Strong -Tie Holdown ] C Simpson Cnnctr ] 86 -38 -3883 1876A -3 [Cr III S ecies ]_ C Gr III species -- Exceeds maximum table value 6 J U; U0. Nom; W =' W 0 J • LL Q �W Z H, Z� O .CI F-; W W WF-: O. ui Z' 0. it • Z SW # Shear Wall Sheathing [Thick (side)] Edge Nailing (in oc) Anchor Bolts (in oc) Bottom Plate (in oc) Rim /Blk to Top plate (in oc) Allow Shear (Kif) Notes 1-1NCld+L.0lfl1-03 01 1/2" GB (1) 6d @ 7 5/8" @ 72 16d @12 16d @ 8T 0.10 c,d 1/2" GB (2) 6d @ 7 5/8" @ 64 16d @ 6 A35 @32 w/12 -8d 0.17 b,c,c 7/16" OSB(1) 10d @ 6 5/8" @ 48 16d @ 5 A35 @24 w /12 -8d 0.23 f 7/16" OSB(1) 10d @ 4 5/8" @ 32 16d @ 3 A35 @16 w /12 -8d 0.34 f 7/16" OSB(1) 10d @ 3 5/8" @ 12 16d @ 2 A35 @12 w/12 -8d 0.45 a,e,f 7/16" OSB(1) 10d @ 2 5/8" @ 8 16d @ 2 A35@ 9 w /12 -8d 0.60 a,e,f 7/16" OSB(2) 10d @ 4 5/8" @ 24 2 -16d @ 3 2- A35 @15 w12 -8d 0.70 a,b,e -g 7/16" OSB(2) 10d @ 3 5/8" @ 18 2 -16d @ 2 2- A35 @12 w12 -8d 0.90 a,b,e -g 7/16" OSB(2) 10d @ 2 5/8" @ 12 2 -16d @ 2 2 -A35@ 9 w12 -8d 1.20 a,b,e -g • = [ Shear Wall Schedule ] [ 7/16" Sheathing w/ 10d Box] [Gr III Species ] T for Toe Nailing; GB for Gypsum Board; OSB for Oriented Strand Board [ Shear Wall Notes ] GENERAL NOTES (apply to all shear walls) a) For Rated Sheathing panels, space nails @ 12 in (305 mm) oc along intermediate framing members. b) Block all panel edges with minimum 2x (51mm) blocking. c) Apply nailing to all studs, top and bottom plates and blocking. d) Framing to be a maximum of 24 in (610mm) oc. e) Fasteners shall be driven flush with surface of sheathing. f) Provide solid blocking under the shear walls at the diaphragms to accommodate the bottom plate attachment. g) Offset panel joints on each side of wall minimum one stud bay. SPECIAL NOTES FOR SHEAR WALLS (apply to walls specifically noted) 1) APA Rated Sheathing EXP1 /EXP2 /EXT or C -C /C -D /Struct II Plywood. 2) Provide 3x's (76mm) at adjoining panel edges w /nails staggered. 3) Provide minimum 3x (76mm) blocking or joists beneath bottom plate with bottom plate nails staggered. 4) Walls >0.60 klf use a minimum of a 3x sill. For walls between 0.35 and 0.60 anchor bolt spacing has been decreased by 1/2 (use 2x). 5) Framing to be a maximum of 16 in (610 mm) o.c. for shear walls 1 and 2. 6) Provide nailing at intermediate supports the same as edge nailing in shear walls that use GWB (shear walls 1 and 2). 7) For shear walls 2, 7, 8, and 9, panel joints shall be offset to fall on different framing members or framing shall be 3" nominal or thicker, and nails on each side shall be staggered. [ Holdown Schedule ] [ Gr III Species [ Simpson Strong -Tie Holdown ] [ Simpson 2000 Catalog ] HD # 1 2 3 4 5 6 7 8 Foundation Level Type STHD8 STHD10 STHD14 PHD6 PHD8 HD10A HD14A HD15 Stud Type (2) 2x (2) 2x (2) 2x (2) 2x (2) 2x 4x 4x 6x Fastner to Stud (24) 16d (28) 16d (38) 16d (18) SDS3 (24) SDS3 (4) 7/8 "0 (4) 1" 0 (5) 1" 0 Anchor Bolt 7/8 "0 7/8 "0 7/8 "0 1" 0 1 -1/4 "0 Cap Kips 3.20 3.70 5.80 5.86 6.73 9.54 11.08 15.30 Detail Number [ Holdown Schedule ] [ Simpson Strong -Tie Holdown ] [ Simpson 2000 Catalog ] [ Gr III Species ] [ Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. e) Posts at holddown: 2x & 4x (38mm x and 89mm x) - -- #2 or better 6x ( 140mm x ) - -- #1 or better f) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. g) Use STHD8RJ for STHD8, STHD10RJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. i) The stud fastener for STHD's shall be 16d sinkers. j) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide for buildings having 2 or more stories Other Levels HD Type Stud Fastener Tie Cap Detail # Type to Stud Rod Kips Number r-INM-4 Ls- 0001 CS18(36") 2x (18) 10d - -- 1.27 (2) CS20 (36 ") (2) 2x (18) 8d ea - -- 2.01 (2) CS18 (36 ") (2) 2x (18) 10d ea - -- 2.54 (2) CS16 (48 ") (2) 2x (28) 8d ea - -- 3.30 MST72 3x (56)16d ea - -- 5.80 2)MST48 (2)3x (42)16d ea - -- 7.63 2)MST60 (2)3x (46)16d ea - -- 8.92 2)MST72 (2) 3x (56) 16d ea - -- 11.60 HD15 6x (5) 1 "0 5/4 "0 15.30 [ Holdown Schedule ] [ Gr III Species [ Simpson Strong -Tie Holdown ] [ Simpson 2000 Catalog ] HD # 1 2 3 4 5 6 7 8 Foundation Level Type STHD8 STHD10 STHD14 PHD6 PHD8 HD10A HD14A HD15 Stud Type (2) 2x (2) 2x (2) 2x (2) 2x (2) 2x 4x 4x 6x Fastner to Stud (24) 16d (28) 16d (38) 16d (18) SDS3 (24) SDS3 (4) 7/8 "0 (4) 1" 0 (5) 1" 0 Anchor Bolt 7/8 "0 7/8 "0 7/8 "0 1" 0 1 -1/4 "0 Cap Kips 3.20 3.70 5.80 5.86 6.73 9.54 11.08 15.30 Detail Number [ Holdown Schedule ] [ Simpson Strong -Tie Holdown ] [ Simpson 2000 Catalog ] [ Gr III Species ] [ Holddown Notes ] GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner. c) Refer to manufacturers' catalogs for minimum backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. e) Posts at holddown: 2x & 4x (38mm x and 89mm x) - -- #2 or better 6x ( 140mm x ) - -- #1 or better f) The anchor type holddowns at other levels shall have a pair, one above and one below, tied by a threaded rod. g) Use STHD8RJ for STHD8, STHD10RJ for STHD10, and STHD14RJ for STHD14 where rim joists are installed. i) The stud fastener for STHD's shall be 16d sinkers. j) Minimum stem wall to be 6" wide for 1 -story buildings, 8" wide for buildings having 2 or more stories DS ## Conn Type Drag Strut Fastner to Cnnctr Thru Rod Cap Kips Note No. 24 " -CS16 DBL TOP PL (22) -10d -- 1.65 3.30 4.95 6.79 9.64 11.08 15.30 19.80 30.61 Hr-IrirlHNNNN (2)24 " -CS16 DBL TOP PL (22) -10d ea -- (3) 24 " -CS16 4x 6 (22) -10d ea -- 155 "- CMST14 4x 6 (88) -10d -- 41 202 "- CMST12 4x 6 (118) -10d -- (2) -HD14A 4x 6 ea (4)- 1" 0 1" 0 (2) -HD15 6x10 ea (5) - 1" 0 1-1/4"0 (4) -HD10A 6x10 ea (4)-7/8"0 7/8 "0 (4) -HD15 6x10 ea (5) - 1" 0 1 -1/4 "0 __ [ Drag Strut Schedule ] [ Simpson Cnnctr ] [ Simpson 1996 Catalog ] [Gr. I /II Species] [ Drag Strut Notes ] GENERAL NOTES (apply to all drag struts) a) Each listed drag strut is the minimum size for the design drag force and may be replaced by members with larger cross sections. b) Double top plates to be graded Standard or better (Ft critical). c) 4x and 6x members to be graded No.2 or better (Ft critical). SPECIAL NOTES FOR DRAG STRUTS (where specifically noted) 1) The length of the metal strap is the total nailing length, one half applies within shear wall, the other half beyond shear wall on the drag strut. The number of nails to metal strap connector is the total number of nails required, one half applies within shear wall, the other half beyond shear wall on the drag strut. 2) The anchor tie shall have a pair, one applies within shear wall, the other beyond shear wall on the drag strut. Designs Unlimited Time : 11 :46:32 Date : 06 -20 -2003 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS Walls Parallel to Y axis Story Line Wall SW LtHD RtHD 2 1 1 1 2 2 1 1 1 1 2 2 2 1 2 3 1 4 2 2 2 4 1 1 1 1 1 1 1 1 2 1 1 2 1 4 1 1 1 2 2 4 1 1 1 3 1 2 1 1 1 4 1 4 1 1 1 4 2 4 1 1 1 5 1 1 1 5 2 1 - * Exceeds table capacity .- None. required WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 1 SW selection based on file: W7HF10B.TBL HD selection based on file: HCWA.TBL OCWA.TBL Designs Unlimited Time : 11:46:32 Date : 06 -20 -2003 SUMMARY OF SHEAR WALL AND HOLDDOWN SELECTIONS z Walls Parallel to X axis 1 I-: 4.-z w Story Line Wall SW LtHD RtHD �; 0� 00 2 A 1 3 1 Nw 2 A 2 2 - - _I1 2 A 3 2 - - co w 2 A 4 3 - 1 w0 2 E 1 3 1 1 2 . 2 E 2 3 2 2 -i 2 F 1 3 1 1 twn d'. 2 F 2 3 1 1 = 2 G 0 - - Z I_-: H- O 1 A 0 1 - Z I - 1 B 1 3 1 1 =D . 1 B 2 2 1 1 1 B 3 2 1 1 0 N : 1 B 4 3 1 1 o ff 1 C 1 3 1 1 = 0 ` 1 C 2 1 - - � 1 C 3 1 - . , z . 1 D 1 6 4 4 w 1 D 2 6 4 4 0 1 H 0 - - z * Exceeds table capacity — None required WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 1 SW selection based on file: W7HF10B.TBL HD selection based on file: HCWA.TBL OCWA.TBL Designs Unlimited Time : 11:46:33 Date : 06 -20 -2003 SUMMARY SHEET SEISMIC DATA: 1997 UBC Seismic Zone = 3 Occupancy Cat. = IV Soil Profile = D Period = 0.17 Snow Factor = 0.25 R Y -Axis = 4.5 R X -Axis = 4.5 WIND DATA: 1997 UBC1 Wind Exposure = B Wind Speed = 80 Structure = Encl /Unencl Imp Factor = 1.00 Story 2 Story 1 BSF Y -Axis = 0.200 BSF X -Axis = 0.200 Load Summary II to Y Level (K) DL Seis Wind DL Seis Wind - - 2 - 24.0 6.6 Z = 0.30 I = 1.00 Ca= 0.36 WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 1 of 7 4.5 H to X 23.7 6.9 3.7 - - 1 - 33.4 4.8 5.2 43.1 6.5 6.5 Base Total 11.5 9.8 13.4 10.2 n.l.� � a...... r...... isi. ii. �,.: �-:: w. ...✓.J....u «..: Designs Unlimited Time : 1146:33 Date : 06-20-2003 INPUT DATA - Walls z , < Calc Plot Wall Length Wall Lt Trib Rt k-z Dis Dis Dis Ht Shear Holddown DL Span Width Span w ce 2 (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) 6= -J 0 0 0 WALLS Parallel to Y-Axis coo X X Y cow Lux Story 2 Line 1 cow uj O Wall 1 0.0 0.0 0.0 8.1 16.0 16.0 0.015 0.0 1.5 5.0 6.2 Line 2 Wall 1 16.0 16.0 14.3 8.1 7.5 7.5 0.015 0.0 0.0 0.0 Li.< Wall 2 16.0 16.0 24.0 4.7 10.0 10.0 0.015 0.0 4.8 0.0 cn Line 3 I° 11 Wall 1 22.0 22.0 28.0 8.1 6.0 6.0 0.015 0.0 4.8 0.0 z jE Line 4 I-0 Wall 1 36.0 36.0 0.0 8.1 23.5 23.5 0.015 0.0 1.5 4.0 z I- III ui Story 1 2 D D C) Line 1 Wall 1 0.0 0.0 2.0 8.1 14.3 14.3 0.015 0.0 0.7 5.0 0. cn i-- Wall 2 0.0 2.0 24.0 8.1 14.0 14.0 0.015 0.0 1.5 0.0 Ill w Line 2 2: F- Wall 1 16.0 16.0 16.0 8.1 6.0 6.0 0.015 0.0 0.7 0.0 Wall 2 16.0 16.0 33.5 8.1 4.5 4.5 0.015 10.0 2.0 0.0 z Line 3 Wu) o Wall 1 22.0 22.0 20.0 9.0 24.0 24.0 0.015 0.0 1.5 0.0 Line 4 z Wall 1 36.0 36.0 2.0 8.1 4.0 4.0 0.015 0.0 0.7 0.0 Wall 2 36.0 36.0 11.0 8.1 5.3 5.3 0.015 0.0 0.7 2.0 Line 5 Wall 1 42.0 42.0 20.0 9.0 9.5 9.5 0.015 0.0 1.5 5.0 Wall 2 42.0 42.0 34.5 9.0 9.5 9.5 0.015 5.0 1.5 0.0 WALLS Parallel to X-Axis Y X WOODCAD QLAT (Pro V4.0) File: 1876A-3 Page: 2 of 7 Story 2 Line A Wall 1 0.0 0.0 0.0 8.1 4.0 4.0 0.015 0.0 13.5 5.0 Wall 2 0.0 0.0 9.0 8.1 8.0 8.0 0.015 5.0 13.5 5.0 Wall 3 0.0 0.0 22.0 8.1 5.7 5.7 0.015 5.0 13.5 5.0 Wall 4 0.0 0.0 32.5 8.1 3.5 3.5 0.015 5.0 13.5 0.0 Line E Wall 1 24.0 24.0 11.0 8.1 4.7 4.7 0.015 2.0 13.5 0.0 Wall 2 24.0 24.0 18.0 8.1 6.0 6.0 0.015 0.0 0.0 0.0 Line F Wall 1 28.0 28.0 22.0 8.1 2.8 2.8 0.015 0.0 2.0 2.0 Wall 2 28.0 28.0 26.8 8.1 5.0 5.0 0.015 2.0 2.0 4.0 Line G Wall 0 34.0 34.0 15.7 0.0 0.0 0.0 0.015 0.0 2.0 0.0 Story 1 • • Designs Unlimited Time : 11:46:33 Date : 06-20-2003 INPUT DATA - Walls WOODCAD QLAT (Pro V4.0) File: 1876A-3 Page: 3 of 7 z Calc Plot Wall Length Wall Lt Trib Rt 3:11 Dis Dis Dis Ht Shear Holddown DL Span Width Span fr....z a l (ft) (ft) (ft) (ft) (ft) (ft) (Ksf) (ft) (ft) (ft) 6 = _Jo WALLS Parallel to X-Axis 00 Y Y X wo co Lu Line A ui I ...i 1.... Wall 0 0.0 0.0 0.0 0.0 0.0 0.0 0.015 0.0 0.0 0.0 co u_ • ' Line B ' w 0 Wall 1 2.0 2.0 0.0 8.1 4.0 4.0 0.015 0.0 8.0 4.0 2i Wall 2 2.0 2.0 8.0 8.1 5.5 5.5 0.015 4.0 8.0 6.0 g- u.. a Wall 3 2.0 2.0 19.5 8.1 6.5 6.5 0.015 6.0 8.5 6.0 (nD -0 Wall 4 2.0 2.0 32.0 8.1 4.0 4.0 0.015 6.0 8.5 0.0 1._ILLI Line C = Wall 1 14.0 14.0 0.0 8.1 3.0 3.0 0.015 0.0 11.0 2.7 i- 0 Wall 2 14.0 14.0 5.8 8.1 6.5 6.5 0.015 2.7 11.0 0.0 WI LU Wall 3 14.0 15.0 21.5 8.1 8.5 8.5 0.015 3.5 9.0 0.0 2D Line D DO Wall 1 20.0 20.0 22.0 8.1 8.0 8.0 0.015 0.0 6.8 2.7 Wall 2 20.0 20.0 32.5 8.1 4.0 4.0 0.015 2.7 6.8 2.7 czi I- Illw Line H i 0 I-- Wall 0 44.0 44.0 22.0 0.0 0.0 0.0 0.015 0.0 2.0 0.0 rz L I - 0 z Iii co 0= 1- 0 Designs Unlimited Time : 11:46:33 Date : 06-20-2003 LINES Parallel to Y-Axis WOODCAD QLAT (Pro V4.0) File: 1876A-3 Page: 4 of 7 INPUT DATA - Diaphragms Build Dead Part Live Start Cant Ext Roof Slope Dimen Load Load Load Dia Dia Wall Front Back (ft) (Ksf) (Ksf) (Ksf) (ft) (Ksf) Roof Level Lines 1 2 24.0 0.020 0.000 0.025 0.0 0.015 6.5 6.5 Lines 2 3 34.0 0.020 0.000 0.025 0.0 0.015 4.6 4.6 Lines 3 4 28.0 0.020 0.000 0.025 0.0 0.015 5.6 5.6 Level 1 Lines 1 2 38.0 0.015 0.000 0.000 0.0 0.015 Lines 2 3 24.0 0.015 0.000 0.000 0.0 0.015 Lines 3 4 44.0 0.015 0.000 0.000 0.0 0.015 Lines 4 5 24.0 0.020 0.000 0.025 20.0 0.015 6.5 6.5 LINES Parallel to X-Axis Roof Level Lines A E 36.0 0.020 0.000 0.025 0.0 0.015 P4 Lines E F 20.0 0.020 0.000 0.025 16.0 0.015 6.7 6.7 Lines F G 6.0 0.020 0.000 0.025 16.0 R 0.015 9.2 9.2 Level 1 Lines A B 36.0 0.015 0.000 0.000 0.0 L 0.015 0 0 Lines B C 36.0 0.015 0.000 0.000 0.0 0.015 Lines C D 36.0 0.015 0.000 0.000 0.0 0.015 Lines D H 50.0 0.020 0.000 0.025 2.0 R 0.015 P4 0 • - -' • • • • s . • : . 4 Designs Unlimited Time : 11:46:33 Date : 06-20-2003 OUTPUT DATA - Shear Walls and Holddown Forces WALLS Parallel to X-Axis Story 2 Redundancy Factor 1.04 Ln A 2.2 1.4 Story 1 Redundancy Factor 1.04 Ln A 0.0 0.0 WOODCAD QLAT (Pro V4.0) File: 1876A-3 Page: 5 of 7 Line Shear(K) Wall Shear (kif) H Drag Force Holddowns z , < CSeis Wind CSeis Wind Lt Rt Left Rght i t- z /1.4 /1.4 W (K) (K) (K) (K) w cZ 2 6 D WALLS Parallel to Y-Axis ' c..)0 w 0 Story 2 Redundancy Factor 1.00 CO 111 L1.1 I Ln 1 1.0 1.0 Wall 1 0.059 0.063 0.5 0.0 0.3 -- co u_ ' uj O Ln 2 1.4 1.4 2 Wall 1 0.082 0.079 1.1 0.8 0.6 0.3 0.3 g 5 Wall 2 0.082 0.079 0.5 0.7 0.0 u_< Ln 3 1.4 1.3 co3 Wall 1 0.236 0.211 1.4 1.3 0.0 1.4 1.4 ?lur Ln 4 0.9 0.9 i z I._ Wall 1 0.040 0.038 0.3 0.0 0.0 -- -- i- 0 Z I-- Story 1 Redundancy Factor 1.00 IJJ u i Ln 1 1.6 1.9 :ED D o Wall 1 0.058 0.068 0.6 0.0 0.0 -- -- 0 Wall 2 0.058 0.068 0.6 0.0 0.0 -- - OD O 1- Ln 2 2.3 2.7 wlw Wall 1 0.219 0.252 1.4 0.6 0.0 2.1 2.1 3:0 i- Wall 2 0.219 0.252 1.8 0.4 0.0 1.7 1.7 1°0 Ln 3 2.3 2.4 z Wall 1 0.095 0.100 0.4 0.7 0.0 0.5 0.4 flio o Ln 4 1.8 2.2 PI Wall 1 0.193 0.242 2.0 0.0 0.5 0.9 1.7 01- z Wall 2 0.193 0.242 1.5 0.4 1.1 1.7 1.7 . Ln 5 0.2 0.6 Wall 1 0.010 0.029 0.9 0.0 0.0 Wall 2 0.010 0.029 0.9 0.0 0.0 Wall 1 0.102 0.065 2.0 0.0 0.0 0.2 Wall 2 0.102 0.065 1.0 0.0 0.0 Wall 3 0.102 0.065 1.4 0.0 0.0 Wall 4 0.102 0.065 2.3 0.0 0.0 0.3 Ln E 2.4 1.6 Wall 1 0.223 0.150 1.7 0.6 0.0 0.8 1.0 Wall 2 0.223 0.150 1.4 0.0 0.8 1.5 1.5 Ln F 0.5 0.7 Wall 1 0.069 0.092 2.9 0.6 0.3 0.6 0.5 Wall 2 0.069 0.092 1.6 0.4 0.0 0.4 0.4 Ln G 0.0 0.0 Wall 0 0.000 0.000 1.0 0.0 0.0 • •.! •' • • • ' • • • •• • .• • • ". . Designs Unlimited Time : 11:46:33 Date : 06-20-2003 OUTPUT DATA - Shear Walls and Holddown Forces WALLS Parallel to X-Axis Wall 0 Ln B Wall 1 Wall 2 Wall 3 Wall 4 Ln C Wall 1 Wall 2 Wall 3 Ln D Wall 1 Wall 2 Ln H Wall 0 Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis Wind CSeis Wind Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) 2.9 2.3 0.8 1.0 6.3 6.9 0.0 0.0 WOODCAD QLAT (Pro V4.0) File: 1876A-3 Page: 6 of 7 0.000 0.000 1.0 0.0 0.0 0.2 0.144 0.115 2.0 0.0 0.2 0.8 0.6 0.144 0.115 1.5 0.0 0.0 0.4 0.3 0.144 0.115 1.2 0.0 0.0 0.1 0.1 0.144 0.115 2.0 0.2 0.0 0.4 0.8 0.045 0.057 2.7 0.0 0.0 0.1 0.0 0.045 0.057 1.2 0.0 0.0 0.045 0.057 1.0 0.0 0.0 0.521 0.571 1.0 2.8 0.6 4.0 3.9 0.521 0.571 2.0 0.4 2.1 4.2 4.2 0.000 0.000 1.0 0.0 0.0 S-Support required beneath holddown M-Manaul input of holddown • • t Designs Unlimited Time : 11:46:33 Date : 06-20-2003 OUTPUT DATA - Diaphragms and Chord Forces WOODCAD QLAT (Pro V4.0) File: 1876A-3 Page: 7 of 7 z H Dia Load Seismic Shear Wind Shear Chord Force --- Seismic Wind Left Right Left Right Max at W (Kips) (Kips) (K1f) (K1f) (K1f) (K1f) (Kip) .xxL ce 6D _lc.) LINES Parallel to Y-Axis 00 0 cow Roof Level wi Lines 1 2 0.7 1.90 2.02 0.04 -0.04 0.04 -0.04 0.2 .50 wu_ Lines 2 3 0.2 0.95 0.76 0.01 -0.01 0.01 -0.01 0.0 .50 uj O Lines 3 4 0.5 1.89 1.77 0.03 -0.03 0.03 -0.03 0.1 .50 Level 1 g 5 Lines 1 2 0.4 1.37 1.84 0.02 -0.02 0.02 -0.02 0.1 .50 u.< D c 12 a Lines 2 3 0.3 0.38 0.69 0.01 -0.01 0.01 -0.01 0.0 .50 i Lines 3 4 0.3 1.33 1.61 0.02 -0.02 0.02 -0.02 0.1 .50 1...w m zi... Lines 4 5 0.3 0.38 1.12 0.01 -0.01 0.02 -0.02 0.0 .50 zi- Ill Lu 2 m LINES Parallel to X-Axis D ra 0 Roof Level OE) Lines A E 0.7 4.16 2.76 0.06 -0.06 0.04 -0.04 0.3 .50 a 1- Lines E F 0.2 0.43 0.46 0.01 -0.01 0.01 -0.01 0.0 .50 wia i 0 Lines F G 1.0 0.30 0.49 0.05 0.00 0.08 0.00 0.2 .00 i- P Level 1 L IO z Lines A B 0.1 0.17 0.23 -0.06 -0.06 -0.04 -0.04 0.0 .99 ai Lines B C 0.3 1.03 1.37 0.01 -0.01 0.02 -0.02 0.1 .50 ..... i- Lines C D 0.2 0.51 0.68 0.01 -0.01 0.01 -0.01 0.0 .50 0 Lines D H 0.5 2.94 4.19 0.12 0.11 0.13 0.12 0.0 .00 , Z A Designs Unlimited Time : 11:46:33 Date : 06 -20 -2003 * * * * * * * * ** Detailed Calculations WALLS Parallel to Y -Axis Story 2 Line 2 Wall 1 Height 8.1 SW Len Seismic Wall Force: 0.611 OTM 5.690 Uniform DL: 0.000 Header DL : LT 0.000 RT 0.000 Max Down LT -0.759 RT -0.759 Res Moment: LT 3.075 RT 3.075 Holddown LT 0.349 RT 0.349 Story 2 Line 2 Wall 2 Height 4.7 SW Len Seismic Wall Force: 0.815 OTM 4.163 Uniform DL: 0.096 Header DL : LT 0.000 RT 0.000 Max Down LT -0.416 RT -0.416 Res Moment: LT 7.492 RT 7.492 Holddown LT -0.333 RT -0.333 Story 2 Line 3 Wall 1 Height 8.1 SW Len Seismic Wall Force: 1.418 OTM 12.079 Uniform DL: 0.096 Header DL : LT 0.000 RT 0.000 Max Down LT -2.013 RT -2.013 Res Moment: LT 3.523 RT 3.523 Holddown LT 1.426 RT 1.426 Story 2 Line 4 Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 1 * * * * * * * * ** Story 2 Line 1 Wall 1 Height 8.1 SW Len 16.0 HD Len 16.0 Wt 0.015 Seismic Wind Wall Force: 0.951 1.009 OTM 9.279 8.173 Uniform DL: 0.030 0.018 Header DL : LT 0.000 RT 0.075 LT 0.000 RT 0.046 Max Down LT -0.580 RT -0.655 LT -0.511 RT -0.557 Res Moment: LT 17.453 RT 18.533 LT 12.006 RT 12.501 Holddown LT -0.511 RT -0.578 LT -0.240 RT -0.271 7.5 HD Len 7.5 Wt 0.015 wind 0.595 4.818 0.000 LT 0.000 RT 0.000 LT -0.642 RT -0.642 LT 2.290 RT 2.290 LT 0.337 RT 0.337 10.0 HD Len 10.0 Wt 0.015 Wind 0.793 3.727 0.059 LT 0.000 RT 0.000 LT -0.373 RT -0.373 LT 4.344 RT 4.344 LT -0.062 RT -0.062 6.0 HD Len 6.0 Wt 0.015 Wind 1.264 10.241 0.059 LT 0.000 RT 0.000 LT -1.707 RT -1.707 LT 2.179 RT 2.179 LT 1.344 RT 1.344 Wall 1 Height 8.1 SW Len 23.5 HD Len 23.5 Wt 0.015 Seismic Wind 0.943 0.885 9.951 7.172 0.030 0.018 LT 0.000 RT 0.060 LT 0.000 RT 0.037 LT -0.423 RT -0.483 LT -0.305 RT -0.342 LT 37.650 RT 38.919 LT 25.899 RT 26.481 LT -1.179 RT -1.233 LT -0.797 RT -0.822 Designs Unlimited Time : 11:46:33 Date : 06 -20 -2003 WALLS Parallel to Y -Axis Story 1 Line 1 Wall 1 Height 8.1 SW Len 14.3 HD Len 14.3 Wt 0.015 Wall Force: OTM Uniform DL: Header DL : LT Max Down LT Res Moment: LT Holddown LT Story 1 Line 1 Wall Wall Force: OTM Uniform DL: Header DL : LT Max Down LT Fes Moment: LT Tiolddown LT Story 1 Line 2 Wall Wall Force: OTM Uniform DL: Header DL : LT Max Down LT Res Moment: LT Holddown LT Story 1 Line 2 Wall Wall Force: OTM Uniform DL: Header DL : LT Max Down LT Res Moment: LT Holddown LT Story 1 Line 3 Wall Force OTM Seismic 0.826 8.096 0.010 0.000 RT 0.026 -0.566 RT -0.592 12.147 RT 12.485 -0.283 RT -0.307 2 Height Seismic 0.808 7.926 0.023 0.000 RT 0.000 -0.566 RT -0.566 12.701 RT 12.701 -0.341 RT -0.341 1 Height 8.1 SW Len Seismic 1.315 11.238 0.010 0.000 RT 0.000 -1.873 RT -1.873 2.138 RT 2.138 1.517 RT 1.517 2 Height 8.1 SW Len Seismic 0.986 8.429 0.030 0.150 RT 0.000 -2.023 RT -1.873 1.988 RT 1.381 1.431 RT 1.566 Wall 1 Height 9 Seismic 2.272 23.365 Uniform DL: 0.023 Header DL : LT 0.000 RT 0.000 Max Down LT -0.974 RT -0.974 Res Moment: LT 40.824 RT 40.824 Holddown LT -0.727 RT -0.727 WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 2 Wind 0.974 7.887 0.010 LT 0.000 RT 0.026 LT -0.552 RT -0.578 LT 9.043 RT 9.294 LT -0.081 RT -0.098 8.1 SW Len 14.0 HD Len 14.0 Wt 0.015 Wind 0.953 7.722 0.023 LT 0.000 RT 0.000 LT -0.552 RT -0.552 LT 9.455 RT 9.455 LT -0.124 RT -0.124 6.0 HD Len 6.0 Wt 0.015 Wind 1.514 12.267 0.010 LT 0.000 RT 0.000 LT -2.045 RT -2.045 LT 1.592 RT 1.592 LT 1.779 RT 1.779 4.5 HD Len 4.5 Wt 0.015 Wind 1.136 9.200 0.030 LT 0.150 RT 0.000 LT -2.195 RT -2.045 LT 1.480 RT 1.028 LT 1.716 RT 1.816 .0 SW Len 24.0 HD Len 24.0 Wt 0.015 Wind 2.412 21.708 0.023 LT 0.000 RT 0.000 LT -0.904 RT -0.904 LT 30.391 RT 30.391 LT -0.362 RT -0.362 0 , I Designs Unlimited Time : 11:46:34 Date : 06 -20 -2003 WALLS Parallel to Y -Axis Story 1 Line 4 Wall 1 Height 8.1 SW Len Seismic 0.773 6.652 0.010 LT 0.000 RT 0.000 LT -1.663 RT -1.663 LT 0.950 RT 0.950 LT 1.425 RT 1.425 Wall Force: OTM Uniform DL: Header DL : Max Down Res Moment: Hoiddown Story 1 Line 4 Wall 2 Height 8.1 SW Len Seismic Wall Force: 1.024 OTM 8.814 Uniform DL: 0.010 Header DL : LT 0.000 RT 0.010 Max Down LT -1.663 RT -1.673 Res Moment: LT 1.669 RT 1.719 Hoiddown LT 1.348 RT 1.339 Story 1 Line 5 Wall 1 Height 9.0 SW Len Seismic Wall Force: 0.095 OTM 2.011 Uniform DL: 0.030 Header DL : LT 0.000 RT 0.075 Max Down LT -0.212 RT -0.287 Res Moment: LT 6.701 RT 7.342 Hoiddown LT -0.494 RT -0.561 Story 1 Line 5 Wall Force: OTM Uniform DL: Header DL : Max Down Res Moment: Hoiddown Wall 2 Height 9.0 SW Len Seismic 0.095 2.011 0.030 LT 0.075 RT 0.000 LT -0.287 RT -0.212 LT 7.342 RT 6.701 LT -0.561 RT -0.494 WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 3 4.0 HD Len 4.0 Wt 0.015 Wind 0.966 7.827 0.010 LT 0.000 RT 0.000 LT -1.957 RT -1.957 LT 0.708 RT 0.708 LT 1.780 RT 1.780 5.3 HD Len 5.3 Wt 0.015 Wind 1.280 10.371 0.010 LT 0.000 RT 0.010 LT -1.957 RT -1.967 LT 1.242 RT 1.279 LT 1.722 RT 1.715 9.5 HD Len 9.5 Wt 0.015 Wind 0.279 2.511 0.030 LT 0.000 RT 0.075 LT -0.264 RT -0.339 LT 4.989 RT 5.466 LT -0.261 RT -0.311 9.5 HD Len 9.5 Wt 0.015 Wind 0.279 2.511 0.030 LT 0.075 RT 0.000 LT -0.339 RT -0.264 LT 5.466 RT 4.989 LT -0.311 RT -0.261 • Designs Unlimited Time : 11:46:34 Date : 06 -20 -2003 WALLS Parallel to X -Axis Story 2 Line A Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Hoiddown . Story 2 Line A Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Hoiddown . Story 2 Line A Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Hoiddown . Story 2 Line A Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Hoiddown . Story 2 Line E Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Hoiddown . Wall 1 Height Seismic 0.409 3.706 0.270 LT 0.000 RT LT -0.927 RT LT 2.819 RT LT 0.222 RT Wall 2 Height Seismic 0.818 7.412 0.270 LT 0.675 RT LT -1.602 RT LT 16.135 RT LT -1.090 RT Wall 3 Height Seismic 0.583 5.281 0.270 LT 0.675 RT LT -1.602 RT LT 9.187 RT LT -0.685 RT Wall 4 Height Seismic 0.358 3.243 0.270 LT 0.675 RT LT -1.602 RT LT 4.284 RT LT -0.298 RT Wall 1 Height Seismic 1.050 8.971 0.270 LT 0.270 RT LT -2.179 RT LT 5.034 RT LT 0.838 RT WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 4 8.1 SW Len 4.0 HD Len 4.0 Wt 0.015 Wind 0.260 2.108 0.168 0.675 LT 0.000 RT 0.420 - 1.602 LT -0.527 RT -0.947 5.249 LT 1.552 RT 2.678 -0.386 LT 0.139 RT -0.143 8.1 SW Len 8.0 HD Len 8.0 Wt 0.015 Wind 0.520 4.216 0.168 0.675 LT 0.420 RT 0.420 - 1.602 LT -0.947 RT -0.947 16.135 LT 8.461 RT 8.461 -1.090 LT -0.531 RT -0.531 8.1 SW Len 5.7 HD Len 5.7 Wt 0.015 Wind 0.371 3.004 0.168 0.675 LT 0.420 RT 0.420 -1.602 LT -0.947 RT -0.947 9.187 LT 4.756 RT 4.756 - 0.685 LT -0.308 RT -0.308 8.1 SW Len 3 5 HD Len 3.5 Wt 0.015 Wind 0.228 1.844 0.168 0.000 LT 0.420 RT 0.000 - 0.927 LT -0.947 RT -0.527 2.158 LT 2.174 RT 1.188 0.310 LT -0.094 RT 0.187 8.1 SW Len 4.7 HD Len 4.7 Wt 0.015 Wind 0.707 5.724 0.168 0.000 LT 0.168 RT 0.000 - 1.909 LT -1.386 RT -1.218 3.892 LT 2.672 RT 2.143 1.081 LT 0.649 RT 0.762 Designs Unlimited Time : 11:46:34 Date : 06 -20 -2003 WALLS Parallel to X -Axis Story 2 Line E Wall Force: OTM Uniform DL: Header DL : Max Down : Res Moment: Holddown . Story 2 Line F Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line F Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 2 Line G Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line A Wall Force: OTM Wall 2 Height 8.1 SW Len Seismic 1.341 11.452 0.000 LT 0.000 RT 0.000 LT -1.909 RT -1.909 LT 1.968 RT 1.968 LT 1.581 RT 1.581 Wall 1 Height 8.1 SW Len Seismic 0.192 1.831 0.040 LT 0.000 RT 0.040 LT -0.654 RT -0.694 LT 0.570 RT 0.671 LT 0.450 RT 0.414 Wall 2 Height 8.1 SW Len Seismic 0.343 3.269 0.040 LT 0.040 RT 0.080 LT -0.694 RT -0.734 LT 1.997 RT 2.177 LT 0.254 RT 0.218 Wall 0 Height 0. Seismic 0.000 0.000 0.040 LT 0.000 RT LT -0.000 RT LT 0.000 RT LT -0.000 RT - Wall 0 Height 0. Seismic 0.000 0.000 0 SW Len 0.000 0.000 0.000 0.000 Uniform DL: 0.000 Header DL : LT 0.000 RT 0.000 Max Down LT -0.000 RT -0.000 Res Moment: LT 0.000 RT 0.000 Holddown LT -0.000 RT -0.000 N WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 5 6.0 HD Len 6.0 Wt 0.015 Wind 0.902 7.307 0.000 LT 0.000 RT 0.000 LT -1.218 RT -1.218 LT 1.465 RT 1.465 LT 0.974 RT 0.974 2.8 HD Len 2.8 Wt 0.015 Wind 0.259 2.095 0.025 LT 0.000 RT 0.025 LT -0.748 RT -0.773 LT 0.385 RT 0.431 LT 0.611 RT 0.594 5.0 HD Len 5.0 Wt 0.015 Wind 0.462 3.741 0.025 LT 0.025 RT 0.050 LT -0.773 RT -0.798 LT 1.310 RT 1.393 LT 0.486 RT 0.470 0.0 HD Len 0.0 Wt 0.015 Wind 0.000 0.000 0.025 LT 0.000 RT 0.000 LT 0.000 RT 0.000 LT 0.000 RT 0.000 LT -0.000 RT -0.000 0 SW Len 0.0 HD Len 0.0 Wt 0.015 Wind 0.000 0.000 0.000 LT 0.000 RT 0.000 LT 0.000 RT 0.000 LT 0.000 RT 0.000 LT -0.000 RT -0.000 ti •1 Designs Unlimited Time : 11:46:34 Date : 06 -20 -2003 WALLS Parallel to X -Axis Story 1 Line B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line B Wall Force: OTM Uniform DL: Header DL : Max Down . Res Moment: Holddown . Story 1 Line B Wall Force: OTM Wall 1 Height 8. Seismic 0.576 5.063 0.120 LT 0.000 RT LT -1.266 RT - LT 1.739 RT LT 0.831 RT 1 SW Len 0.240 1.506 2.603 0.615 Wall 2 Height 8.1 SW Len Seismic 0.793 6.961 0.120 LT 0.240 RT 0.360 LT -1.506 RT -1.626 LT 4.475 RT 5.069 LT 0.452 RT 0.344 Wall 3 Height 8 Seismic 0.937 8.227 Uniform DL: 0.127 Header DL : LT 0.382 RT 0.382 Max Down LT -1.648 RT -1.648 Res Moment: LT 6.972 RT 6.972 Holddown LT 0.193 RT 0.193 Story 1 Line B Wall 4 Height 8.1 SW Len Seismic Wall Force: 0.576 OTM 5.063 Uniform DL: 0.127 Header DL : LT 0.382 RT 0.000 Max Down LT -1.648 RT -1.266 Res Moment: LT 3.170 RT 1.793 Holddown LT 0.473 RT 0.817 Story 1 Line C Wall 1 Height 8.1 SW Len Seismic Wall Force: 0.134 OTM 1.381 Uniform DL: 0.165 Header DL : LT 0.000 RT 0.223 Max Down LT -0.460 RT -0.683 Res Moment: LT 1.160 RT 1.762 Holddown LT 0.073 RT -0.127 WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 6 4.0 HD Len 4.0 Wt 0.015 Wind 0.458 3.712 0.120 LT 0.000 RT 0.240 LT -0.928 RT -1.168 LT 1.294 RT 1.938 LT 0.604 RT 0.444 5.5 HD Len 5.5 Wt 0.015 Wind 0.630 5.104 0.120 LT 0.240 RT 0.360 LT -1.168 RT -1.288 LT 3.332 RT 3.774 LT 0.322 RT 0.242 .1 SW Len 6.5 HD Len 6.5 Wt 0.015 Wind 0.745 6.032 0.127 LT 0.382 RT 0.382 LT -1.311 RT -1.311 LT 5.190 RT 5.190 LT 0.130 RT 0.130 4.0 HD Len 4.0 Wt 0.015 Wind 0.458 3.712 0.127 LT 0.382 RT 0.000 LT -1.311 RT -0.928 LT 2.360 RT 1.335 LT 0.338 RT 0.594 3.0 HD Len 3.0 Wt 0.015 Wind 0.171 1.385 0.165 LT 0.000 RT 0.223 LT -0.462 RT -0.685 LT 0.864 RT 1.312 LT 0.174 RT 0.025 ei zi:ia:;S A Designs Unlimited Time : 11:46:34 Date : 06 -20 -2003 WALLS Parallel to X -Axis Story 1 Line C Wall 2 Height 8.1 SW Len Seismic 0.290 2.991 0.165 0.223 RT 0.000 - 0.683 RT -0.460 6.750 RT 5.447 -0.578 RT -0.378 Wall Force: OTM Uniform DL: Header DL : LT Max Down LT Res Moment: LT Holddown : LT Story 1 Line C Wall Wall Force: OTM Uniform DL: Header DL : LT Max Down LT Res Moment: LT Holddown LT Story 1 Line D Wall Wall Force: OTM Uniform DL: Header DL : LT Max Down LT Res Moment: LT Holddown : LT Story 1 Line D Wall Wall Force: OTM Uniform DL: Header DL : LT Max Down LT Res Moment: LT Holddown : LT Story 1 Line H Wall Wall Force: OTM Uniform DL: Header DL : LT Max Down LT Res Moment: LT Holddown : LT 3 Height 8.1 SW Len Seismic 0.380 3.912 0.135 0.236 RT 0.000 - 0.696 RT -0.460 10.147 RT 8.339 - 0.734 RT -0.521 1 Height 8.1 SW Len Seismic 4.167 34.543 0.102 0.000 RT 0.138 - 4.318 RT -4.456 6.437 RT 7.428 3.513 RT 3.389 2 Height 8.1 SW Len Seismic 2.084 17.271 0.102 0.138 RT 0.138 -4.456 RT -4.456 2.105 RT 2.105 3.792 RT 3.792 0 Height 0.0 SW Len Seismic 0.000 0.000 0.040 0.000 RT 0.000 -0.000 RT -0.000 0.000 RT 0.000 -0.000 RT -0.000 WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 7 6.5 HD Len 6.5 Wt 0.015 Wind 0.371 3.002 0.165 LT 0.223 RT 0.000 LT -0.685 RT -0.462 LT 5.025 RT 4.055 LT -0.311 RT -0.162 8.5 HD Len 8.5 Wt 0.015 Wind 0.485 3.925 0.135 LT 0.236 RT 0.000 LT -0.698 RT -0.462 LT 7.554 RT 6.208 LT -0.427 RT -0.269 8.0 HD Len 8.0 Wt 0.015 Wind 4.572 37.030 0.102 LT 0.000 RT 0.138 LT -4.629 RT -4.766 LT 4.792 RT 5.530 LT 4.030 RT 3.938 4.0 HD Len 4.0 Wt 0.015 Wind 2.286 18.515 0.102 LT 0.138 RT 0.138 LT -4.766 RT -4.766 LT 1.567 RT 1.567 LT 4.237 RT 4.237 0.0 HD Len 0.0 Wt 0.015 Wind 0.000 0.000 0.040 LT 0.000 RT 0.000 LT 0.000 RT 0.000 LT 0.000 RT 0.000 LT -0.000 RT -0.000 Designs Unlimited Time : 11:46:35 Date : 06 -20 -2003 WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 1 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL Walls Parallel to Y axis z LEFT END SEIS WIND t X Y Lt Lt 1 1..- W Dis Dis HD HD = Story Line Wall ft ft K K v ; UO ; co 0 1 1 1 0.00 0.00 0.00 0.01 W = Jam 1 1 2 0.00 31.00 0.00 0.31 co u_ W 0 2 3 1 20.00 32.00 0.62 1.29 2 QQ 1 3 1 20.00 20.00 0.43 1.58 LL Q. 1 4 1 39.50 0.00 0.00 0.89 D. a I T. _ Z H I- o Z I— W u 0 co = I— U LL H ; —O Z U 0 , p. 0 H Z 4 Designs Unlimited Time : 11:46:35 Date : 06 -20 -2003 Story Line Wall WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 2 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to Y axis z � RIGHT END SEIS WIND ,i�- Z; X Y Rt Rt n: 2 Dis Dis HD HD W D ft ft K K 0O . No WI 1 1 0.00 18.00 0.00 0.05 N LL 1 3 0.00 46.00 0.00 0.56 W O 2 2 3 1 20.00 41.00 0.62 1.29 g n 1 3 1 20.00 44.00 0.66 2.06 u.a co n 1 4 1 39.50 15.00 0.00 0.88 x d � H W I z i._ I- o z 1- W 2 D U 0, O� -` 0 I WW HU U. H — O .. Z W co F= -±". ' O I- Z 4. p.. t .• R Designs Unlimited Time : 11:46:35 Date : 06 -20 -2003 WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 3 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ LEFT END OF SHEAR WALL I Walls Parallel to X axis ~ LEFT END SEIS WIND 4 X Y Lt Lt Q Dis Dis HD HD _i U . Story Line Wall ft ft K K 0 0 u) • W = 1 A 2 12.00 0.00 0.00 0.34 N u. ul 0, 2 C 1 20.00 41.00 1.07 1.16 2 :, 1 D 1 0.00 46.00 4.67 5.52 u. JQ 1 1 D 2 10.00 46.00 4.67 5.52 N a I- III Z F- 1- O Z I- 2 D. • n0 o :O I-- W W'. I- LL - lil Z 0- • O z Designs Unlimited Time : 11:46:35 Date : 06 -20 -2003 WOODCAD QLAT (Pro V4.0) File: 1876A -3 Page: 4 SUMMARY OF ACCUMULATED HOLDDOWN FORCES @ RIGHT END OF SHEAR WALL Walls Parallel to X axis RIGHT END SEIS WIND ~ X Y Rt Rt IX Dis Dis HD HD 6 0 :. Story Line Wall ft ft K K v p N 0 . WI D 1 3.00 46.00 4.67 5.52 .1_ D 2 13.00 46.00 4.67 5.52 N u ' W O } . u.< co v = W H Z1.- I- o Z I- D • o o a- W • w ;. I- - : Li o ui U co F- H O z � Z \IDESIGAS UNLIPtIITED STOCK PLANS ° CUSTOM DESIGN Ciiy Gravity Load Analysis Plan — 1876A/2 Beam Calculations using Beam Chek 2.3 Software and /or TJBeam 6.01 Software 06/20/03 .n e , 1' L1 ,`te RECEIVED CITY OF TUKWILA 1 N 199 1 . 4'. * .JUL 1. 7 2003 I Piet, PERMIT CENTER • • • I 0 • 19613.81 st Ave S ' Suite F VV ," WPFE6 §Y -2580 Fax: (253) 872 -3649 • Email: designstudio @designsuniimited,com • .41 **37;.5u alit 4L.y 4rili 1875N3 Floor System Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 465 Overhang, Repetitive Use, 91 NDS Min Bearing Area R1= 1.1 in R2= 1.6 in Section (in Shear (in TL Defl (in) 1 -Upper Floor Framing Prepared by: KJP Date: 12/07/99 BeamChek 2.2 2x 10 HF #2 @ 16 in. oc BASE Fb = 850 ADJ Fb = 1075 DL Defl 0.09 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 13.0 ft 0# 0# 1477 '# L/240 L / 360 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 465 # 635 # 488 # 431 # L / 453 L / 622 Reaction 1 LL Reaction 2 LL Overhang Length Total Beam Length OH TL Actual Defl OH LL Actual Defl 338 # 462 # 2.0 ft 15.0 ft L / 274 L / 377 LL Defl 0.25 0.43 OK 58% Fb (psi) Fv (psi) E (psi x mil) OH TL Defl OH LL Defl 21.39 16.48 OK 77% 13.88 8.63 OK 62% 0.34 0.65 OK 53% -0.18 0.20 OK 88% -0.13 0.13 OK 96% Base Values 850 Base Adjusted 1075 75 75 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.15 1.00 a The beam self- weight was not automatically added to the loads by BeamChek. Uniform TL: 73 = A Uniform Load A Uniform LL: BACKSPAN = 13 FT Par Unif LL Par Unif TL 53 K = 73 (OH) K Fc I (psi) 53 (Uniform Ld on Backspan Only) R2 = 635 OH = 2 FT Start End 0 2.0 Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. Z W : re 2 6_ U O W W J • u_ W O }}. d . = W Z �. I— O Z I— W • W U � O N O H W • W H . itlJ Z O ~ Z 1875N3 Floor System Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 458 Repetitive Use, '91 Min Bearing Area NDS R1= 1.1 in R2= 1.1 in Section (in Shear (in TL Defl (in) Fb (psi) 2 -Main Floor Framing Prepared by: KJP Date: 12/07/99 BeamChek 2.2 2x 10 HF #2 @ 16 in. oc BASE Fb = 850 ADJ Fb = 1075 Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 12.5 ft 0# 0# 1432'# L / 240 L / 360 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 458 # Reaction 1 LL 458 # Reaction 2 LL 458 # 402 # L / 480 L/660 333 # 333 # 21.39 15.98 OK 75% 13.88 8.04 OK 58% 0.31 0.63 OK 50%. 0.23 0.42 OK 55% Fv (psi) DL Defl LL Defl 0.09 in E (psi x mil) Fc I (psi) Base Values Base Adjusted 850 1075 75 75 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.15 1.00 The beam self- weight was not automatically added to the loads by BeamChek. Uniform TL: 73 = A Uniform LL: 53 Uniform Load A SPAN = 12.5 FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 458 1875A/3 Window Headers Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 1692 1 4x 10 HF #2 91 NDS Min Bearing Area R1= 4.2 in R2= 4.2 in DL Defl Section (in Shear (in TL Defl (in) Uniform TL: 608 = A Fb (psi) Fv (psi) LL Defl E (psi x mil) Uniform LL: 338 SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. 0.02 in Uniform Load A 3 -Upper Floor Bedrooms Prepared by: KJP Date: 12/07/99 BeamChek 2.2 BASE Fb = 850 ADJ Fb = 1020 Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 5.5 ft 7.87 # 43 # 2327 '# L / 240 L / 360 Reaction 1 1692 # Reaction 1 LL Reaction 2 1692 # Reaction 2 LL Maximum V 1692 # Max V (Reduced) 1218 # TL Actual Defl L / >1000 LL Actual Defi L / >1000 928 # 928 # 49.91 27.37 OK 55% 32.38 24.36 OK 75% 0.04 0.28 OK 15%. 0.02 0.18 OK 13% Base Values 850 Base Adjusted 1020 75 75 1.3 1.3 405 405 CF Size Factor Cd . Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. R2 = 1692 Fc I (psi) 1875A/3 Window Header Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Point LL 3000 Pt loads: R1 = 2330 Min Bearing Area Section (in Shear (in 4- Master Bath Prepared by: KJP Date: 12/07/99 BeamChek 2.2 3 -118x 13 -1/2 GLB 24F -V4 DF /DF BASE Fb = 2400 ADJ Fb = 2400 R1= 3.6 in R2= 7.6 in DL Defl <0.01 in. Suggested Camber 0.01 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 4.5 ft 10.25 # 46 # 4924 '# L / 240 L/360 Reaction 1 2330 # Reaction 1 LL Reaction 2 4927 # Reaction 2 LL Maximum V 4927 # Max V (Reduced) -549 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 1282 # 2725 # TL Defl (in) Fv (psi) 94.92 24.62 OK 26% 42.19 -4.33 OK -10% 0.02 0.22 OK 8 %. <0.01 0.15 OK 6% Fb (psi) LL Defl E (psi x mil) Fc I (psi) Base Values 2400 Base Adjusted 2400 190 190 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. Point TL B = 5400 Distance Par Unif LL Par Unif TL 3.5 288 H =518 H B SPAN = 4.5 FT Uniform and partial uniform Toads are Ibs per lineal ft. R2 = 4927 Start End 0 3.5 z • W JU O 0 W I H W u_ • d = ▪ W Z � H O z U � O � ,C) W W u. H. .• Z W 0 I- Z , 1875N3 Window Header Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 1812 l 4x 10 HF #2 91 NDS Min Bearing Area 5- Living Room Prepared by: KJP Date: 12/07/99 BeamChek 2.2 R1= 4.5 in R2= 4.5 in DL Defl 0.08 in BASE Fb = 850 ADJ Fb = 1020 Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 8.5 ft 7.87 # 67 # 3851 '# L / 240 L/360 Reaction 1 1812 # Reaction 1 LL Reaction 2 1812# Reaction 2 LL Maximum V 1812 # Max V (Reduced) 1483 # TL Actual Defl L / 612 LL Actual Defl L / >1000 988 # 988 # Section (in Shear (in TL Deft (in) LL Defl 49.91 45.30 OK 91% 32.38 29.67 OK 92% 0.17 0.43 OK 39% 0.09 0.28 OK 32% Fb (psi) Fv (psi) E (psi x mil) Base Values 850 Base Adjusted 1020 75 75 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 419 = A Uniform LL: 233 Uniform Load A SPAN = 8.5 FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 1812 Fc I (psi) 1875N3 OH Door Header Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 834 1 4x 12 HF #2 91 NDS Min Bearing Area 6 -Dbl Car Garage Prepared by: KJP Date: 12/07/99 BeamChek 2.2 R1= 2.1 in R2= 2.1 in DL Defl 0.16 in BASE Fb = 850 ADJ Fb = 935 Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 16.75 ft 9.57 # 160 # 3492 '# L/240 L / 360 Reaction 1 834 # Reaction 1 LL Reaction 2 834 # Reaction 2 LL Maximum V 834 # Max V (Reduced) 741 # TL Actual Defl L / 616 LL Actual Defl L / >1000 419 # 419 # Section (in Shear (in TL Defl (in) LL Defl 73.83 44.82 OK 61% 39.38 14.81 OK 38% 0.33 0.84 OK 39% 0.16 0.56 OK 29% Fb (psi) Fv (psi) E (psi x mil) Base Values 850 Base Adjusted 935 75 75 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 90 = A Uniform LL: 50 Uniform Load A SPAN = 16.75 FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 834 Fc I (psi) 1875N3 Under OF Window PL Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads 928 Pt loads: R1 = 204 (3) 2x 10 HF #2 Overhang, '91 NDS Min Bearing Area R1= 0.5 In R2= 6.4 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 13.0 ft 10.11 # 152 # 3530 '# L /240 L / 360 Reaction 1 204 # Reaction 2 2585 # Maximum V 1838 # Max V (Reduced) 1782 # TL Actual Defl L / < -1000 LL Actual Defl L / < -1000 Reaction 1 LL Reaction 2 LL Overhang Length Total Beam Length OH TL Actual Defl OH LL Actual Defl 79 # 1374 # 2.0 ft 15.0 ft L/511 L / 869 Section (in Shear (in TL Defl (in) 64.17 45.31 OK 71% 41.63 35.64 OK 86% -0.05 0.65 OK 8% -0.04 0.43 OK 8% 0.09 0.20 OK 47% 0.06 0.13 OK 41% Fb (psi) Uniform TL: 63 = A 8- Triple Joists Prepared by: KJP Fv (psi) Uniform LL: LL Defl E (psi x mil) Base Values Base Adjusted 850 935 75 75 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. 1 Point LL Point TL Distance Par Unif LL Par Unif TL Start End F = 1692 (OH) 2.0 35 K = 63 (OH) BACKSPAN = 13 FT Date: 12/07/99 BeamChek 2.2 BASE Fb = 850 ADJ Fb = 935 OH TL Defl Uniform Load A K Fc I (psi) R2 = 2585 OH = 2 FT OH LL Defl 35 (Uniform Ld on Backspan Only) 0 2.0 Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. 1875N3 Under OF Window PL Choice Conditions Overhang, Uplift @ Min Bearing Area Data Attributes Actual Critical Status Ratio Values Adjustments Loads Point LL 928 Pt loads: R1 = -24 F = 1692 (OH) UNBALANCED SPAN - LIVE LOADS 8- Triple Joists Prepared by: KJP (3) 2x 10 HF #2 BASE Fb = 850 ADJ Fb = 935 R1, Unbalanced Backspan LL, '91 NDS R1= -0.1 in R2= 5.8 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 13.0 ft 10.11 # 152 # 3530 '# L/240 L/360 Reaction 1 -24 # Reaction 2 2358 # Maximum V 1838 # Max V (Reduced) 1782 # TL Actual Defl L / < -1000 LL Actual Defl L / < -1000 Reaction 1 LL Reaction 2 LL Overhang Length Total Beam Length OH TL Actual Defl OH LL Actual Defl -148 # 1146 # 2.0 ft 15.0 ft L/391 L / 572 Section (in Shear (in TL Defl (in) Fb (psi) Fv (psi) BACKSPAN = 13 FT LL Defl 64.17 45.31 OK 71% 41.63 35.64 OK 86% -0.11 0.65 OK 17% -0.09 0.43 OK 22% 0.12 0.20 OK 61% 0.08 0.13 OK 63% E (psi x mil) Uniform TL: 28 = A Point TL Distance Par Unif LL Par Unif TL 2.0 35 K = 63 (OH) Date: 12/07/99 OH TL Defl Uniform Load A K Fc I (psi) BeamChek has automatically added the beam self- weight into the calculations. R2 = 2358 OH =2 FT BeamChek 2.2 OH LL Defl Base Values Base Adjusted 850 75 1.3 935 75 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.00 (Uniform Ld on Backspan Only) Start End I 0 2.0 Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. . r.. n,.....a..,... tea..— .....�. . 5;.l:.': AE: xft.:;' i w% uxvsygk ':�'..`- '•1','. "f.�iR.'.r V:( s: ib:.:.: Y. �i :l�t''.i:yr! • • 1875N3 Under OF Window PL Choice Conditions Overhang, Unbalanced OH LL, '91 NDS Min Bearing Area R1= 0.9 in R2= 3.6 in Data Attributes Actual Critical Status Ratio Values Adjustments Loads Pt loads: i R1 = 352 UNBALANCED OVERHAND - LIVE LOADS 8- Triple Joists Prepared by: KJP (3) 2x 10 HF #2 BASE Fb = 850 ADJ Fb = 935 Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 13.0 ft Reaction 1 352 # 10.11 # Reaction 2 1439 # 152 # Maximum V 840 # 1604'# Max V (Reduced) 811 # L / 240 TL Actual Defl L / >1000 L / 360 LL Actual Defl L / >1000 Reaction 1 LL Reaction 2 LL Overhang Length Total Beam Length OH TL Actual Defl OH LL Actual Defl 228 # 228 # 2.0 ft 15.0 ft L / >1000 L/<-1000 Section (in Shear (in TL Defl (in) 64.17 20.59 OK 32% 41.63 16.22 OK 39% 0.04 0.65 OK 7% 0.06 0.43 OK 13% 0.01 0.20 OK 5% -0.03 0.13 OK 22% Fb (psi) Fv (psi) Base Values Base Adjusted 850 935 75 75 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.100 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 63 = A I Point TL F = 764 (OH) Distance Uniform LL: BACKSPAN = 13 FT DL Deft -0.01 in LL Defl E (psi x mil) Date: 12/07/99 OH TL Deft Fc I (psi) BeamChek 2.2 OH LL Defl 35 (Uniform Ld on Backspan Only) Par Unif TL 2.0 K = 28 (OH) 0 Uniform Load A K Start R2 = 1439 OH = 2 FT Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2. End 2.0 Z W 6 00 CO 0 J LL w 2 J LL. Q' co = a I_ III Z = F- 1- 0 Z I- w 2 p U 0 0 I- W uj H H .. W 0 ~' Z 1875N3 Door Header Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads 79 Pt loads: R1 = 1494 9- Utility / Family Room Prepared by: KJP Date: 12/07/99 BeamChek 2.2 4x 10 HF #2 BASE Fb = 850 ADJ Fb = 1020 '91 NDS Min Bearing Area R1= 3.7 in R2= 3.6 in DL Defl 0.01 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 5.5 ft 7.87 # 43 # 2165 '# L / 240 L / 360 Reaction 1 1494 # Reaction 1 LL Reaction 2 1476 # Reaction 2 LL Maximum V 1494 # Max V (Reduced) 1107 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 1033 # 1026 # Section (in') Shear (in TL Defl (in) LL Defl 49.91 25.47 OK 51% 32.38 22.13 OK 68% 0.04 0.28 OK 14% 0.03 0.18 OK 15% Fb (psi) Fv (psi) E (psi x mil) Fc (psi) Base Values 850 Base Adjusted 1020 75 75 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.200 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 495 = A Uniform LL: 360 Point LL Point TL Distance B = 204 2.5 Uniform Load A SPAN = 5.5 FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 1476 1875A/3 Window Header Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Pt loads: /\ R1 = 3530 10- Family Room Prepared by: KJP Date: 12/07/99 BeamChek 2.2 3 -1 /8x 9 GLB 24F -V4 DF /DF BASE Fb = 2400 ADJ Fb = 2400 Min Bearing Area R1= 5.4 in R2= 3.3 in DL Defl 0.05 in Suggested Camber 0.07 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Deft 6.5 ft Reaction 1 3530 # Reaction 1 LL 6.83 # Reaction 2 2138 # Reaction 2 LL 44 # Maximum V 3530 # 4824'# Max V (Reduced) 3174 # L / 240 TL Actual Deft L / 640 L / 360 LL Actual Defl L / >1000 2163 # 1422 # LL Defl 0.08 0.22 OK 35% Fb (psi) Fv (psi) E (psi x mil) Section (in Shear (in TL Defl (in) 42.19 24.12 OK 57% 28.13 25.06 OK 89% 0.12 0.32 OK 38% Base Values 2400 Base Adjusted 2400 190 190 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 468 = A Uniform LL: 340 Point LL Point TL Distance 1375 B = 2585 1.5 Uniform Load A SPAN = 6.5 FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 2138 Fc I (psi) 4 t 1875N3 SGD Header Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads oint 1375 Pt loads: R1 = 2337 3 -118x 9 GLB 24F -V4 DF /DF BASE Fb = 2400 ADJ Fb = 2400 Min Bearing Area Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 6.5 ft Reaction 1 2337 # Reaction 1 LL 6.83 # Reaction 2 2535 # Reaction 2 LL 44 # Maximum V 2535 # 6008'# Max V (Reduced) 2272 # L / 240 TL Actual Defl L / 582 L / 360 LL Actual Defl L / >1000 1415 # 1520 # Section (in 42.19 30.04 OK 71% 28.13 17.93 OK 64% 0.13 0.32 OK 41% 0.08 0.22 OK 36% Base Values Base Adjusted 2400 190 2400 190 • 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 345 = A oint B = 2585 R1= 3.6 in R2= 3.9 in DL Defl 0.06 in Suggested Camber 0.08 in Shear (in TL Defl (in) Fb (psi) 'stance 3.5 11 -Nook Prepared by: KJP Fv (psi) LL Defl E (psi x mil) Uniform LL: 240 Uniform Load A B SPAN = 6.5 FT Uniform and partial uniform loads are lbs per lineal ft. Date; 12/07/99 BeamChek 2.2 R2 = 2535 Fc I (psi) M.F 1875A/3 Beam Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads Point LL 1282 2725 • Pt loads: R1 = 4526 Min Bearing Area Section (in Shear (in TL Defl (in) Uniform TL: 39 = A Point TL B = 2330 C = 4927 Fb (psi) Distance 0.5 4.5 12- Garage under Rt OF Walls Prepared by: KJP Date: 12/07/99 Fv (psi) LL Defl 0.13 0.27 OK 49% E (psi x mil) BeamChek has automatically added the beam self- weight into the calculations. Uniform LL: 28 Uniform Load A SPAN =8 FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 3103 Fc I (psi) BeamChek 2.2 3 -1/8x 10 -112 GLB 24F -V4 DFIDF BASE Fb = 2400 ADJ Fb = 2400 R1= 7.0 in R2= 4.8 in DL Defl 0.11 in Suggested Camber 0.16 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 8.0 ft 7.97 # 64 # 10537'# L/240 L/360 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 4526 # Reaction 1 LL 3103 # Reaction 2 LL 4526 # 2155 # L / 406 L / 732 2506 # 1725 # 57.42 52.68 OK 92% 32.81 17.01 OK 52% 0.24 0.40 OK 59 %. Base Values Base Adjusted 2400 190 2400 190 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 1875A/3 Beam Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads 141 141 78 78 2506 Pt loads: i R1 = 5255 Min Bearing Area H Section (in B = 235 C = 235 D = 141 E = 141 F = 4526 Shear (in TL Defl (in) Fb (psi) 9.5 13.5 2.5 4.5 14.0 K ( 13- Garage under OF Front wall Prepared by: KJP Date: 12/07/99 5-118x 16 -1/2 GLB 24F -V4 DF /DF BASE Fb = 2400 ADJ Fb = 2336 R1= . 8.1 in R2= 8.1 in DL Defl 0.33 in. Suggested Camber 0.49 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 20.0 ft 20.55 # 411 # 31752 '# L/240 L/360 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 5255 # Reaction 1 LL 5285 # Reaction 2 LL 5285 # 5257 # L / 320 L / 570 2925 # 2927 # 232.55 163.10 OK 70% 84.56 41.50 OK 49% 0.75 1.00 OK 75 %. Fv (psi) LL Defl 0.42 0.67 OK 63% E (psi x mil) Base Values Base Adjusted 2400 2336 190 190 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 0.973 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. Point LL Point TL Distance Par Unif LL Par Unif TL Start End 63 63 63 172 H = 193 I =193 J = 193 K = 237 SPAN = 20 FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 5285 Fc I (psi) 0 4.5 13.5 0 BeamChek 2.2 2.5 9.5 14.0 14.0 ?.: u:•.; ri�JJ+ iv .:::: ie: :ka:t„.3:t'vds.'t;:..i1,4e4ii :iui,aiJaw L• .5, • ,4„• 1875N3 Beam Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads 3000 Pt loads: i R1 = 2071 Min Bearing Area Section (in') Shear (in TL Defl (in) Uniform TL: 296 = A B = 5400 Fb (psi) Fv (psi) 9.0 Uniform Load A rut SPAN =LOFT Uniform and partial uniform loads are lbs per lineal ft. 14- Living Room u/ Open below Prepared by: KJP Date: 12/07/99 BeamChek 2.2 3-118x 13 -1/2 GLB 24F -V4 DF /DF BASE Fb = 2400 ADJ Fb = 2400 R1= 3.2 in R2= 9.8 in DL Defl 0.07 in Suggested Camber 0.10 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 10.0 ft Reaction 1 2071 # Reaction 1 LL 10.25 # Reaction 2 6391 # Reaction 2 LL 103 # Maximum V 6391 # 7021 '# Max V (Reduced) 647 # L / 240 TL Actual Defl L / 886 L / 360 LL Actual Defl L / >1000 900 # 3300 # LL Defl 94.92 35.10 OK 37% 42.19 5.11 OK 12% 0.14 0.50 OK 27% 0.07 0.33 OK 20% E (psi x mil) Base Values 2400 Base Adjusted 2400 190 190 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 BeamChek has automatically added the beam self - weight into the calculations. Uniform LL: 120 Point LL Point TL Distance R2 = 6391 Fc I (psi) } vy. dr«,t'rsis:::,t.:t:e:,t;,,A�.: •, ........,, yy .: .w +,ti:� -... .. �...:..y::,:.�, »� 1875N3 Floor Beam Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads om 1856 1856 1856 Pt loads: R1 = 7317 3 -118x 18 GLB 24F -V4 DF /DF BASE Fb = 2400 ADJ Fb = 2400 Min Bearing Area R1= 11.3 in R2= 9.0 in' DL Defl 0.08 in Suggested Camber 0.12 in Beam Span Beam Wt per ft Beam. Weight Max Moment TL Max Defl LL Max Defl 10.5 ft 13.67 # 144 # 21535'# L / 240 L / 360 Reaction 1 Reaction 2 Maximum V Max V (Reduced) 6884 # TL Actual Defl L / 667 LL Actual Defl L / >1000 7317 # Reaction 1 LL 5866 # Reaction 2 LL 7317 # 4232 # 3436 # Section (in') Shear (in TL Defl (in) 168.75 107.67 OK 64% 56.25 54.34 OK 97% 0.19 0.52 OK 36% 0.11 0.35 OK 31% Base Values Base Adjusted Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Fb (psi) 2400 2400 1.000 1.00 15- Between Living and Dining Prepared by: KJP Date: 2/10/00 Fv (psi) 190 190 1.00 LL Defl E (psi x mil) 1.8 1.8 BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 275 = A Uniform LL: 200 oint !stance B = 3384 C = 3384 D = 3384 2.0 4.5 7.0 Uniform Load A SPAN = 10.5 FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 5866 Fc I (psi) 650 650 BeamChek 2.2 1875N3 Beam Choice Conditions Data Attributes Actual Critical Status Ratio Values Adjustments Loads 3300 Pt loads: R1 = 4395 16 -Beam over Stairs Prepared by: KJP Date: 12/07/99 BeamChek 2.2 3 -1 /8x 12 GLB 24F -V4 DF /DF BASE Fb = 2400 ADJ Fb = 2400 Min Bearing Area R1= 6.8 in R2= 6,9 in DL Defl 0.04 in Suggested Camber 0.07 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 6.0 ft 9.11 # 55 # 11076'# L / 240 L / 360 Reaction 1 4395 # Reaction 1 LL Reaction 2 4457 # Reaction 2 LL Maximum V 4457 # Max V (Reduced) 4448 # TL Actual Deft L / 799 LL Actual Defl L / >1000 2212 # 2270 # Section (in Shear (in TL Defl (in) LL Defl 75.00 55.38 OK 74% 37.50 35.12 OK 94% 0.09 0.30 OK 30% 0.05 0.20 OK 23% Base Values Base Adjusted 2400 2400 190 190 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. Point LL Point TL Distance Par Unif LL Par Unif TL Start End B = 6391 Fb (psi) Fv (psi) 3.5 H 338 E (psi x mil) H = 688 B SPAN = 6 FT Uniform and partial uniform loads are lbs per lineal ft. R2 = 4457 Fc I (psi) 0 3.5 1875N3 Rafters Choice 2x 12 HF #2 @ 24 In. oc Conditions epetitive Use, DL adj: 4:12 pitch, '91 NDS Data Attributes Actual Critical Status Ratio Values Adjustments Loads R1 = 645 Min Bearing Area R1= 1.6 in R2= 1.6 in DL Defl 0.16 in Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 14.0 ft 0# 0# 2258 '# L/240 L / 360 Reaction 1 Reaction 2 Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 645 # Reaction 1 LL 645 # Reaction 2 LL 645 # 559 # L/489 L / 901 350 # 350 # Section (in Shear (in TL Defl (in) 31.64 27.72 OK 88% 16.88 11.17 OK 66% 0.34 0.70 OK 49 %, 0.19 0.47 OK 40% Uniform TL: 92 = A Fb (psi) Fv (psi) LL Defl E (psi x mil) Uniform LL: 50 Uniform Load A SPAN = 14 FT Uniform and partial uniform loads are lbs per lineal ft. 17- Living Room Prepared by: KJP Date: 12/07/99 BeamChek 2.2 BASE Fb = 850 ADJ Fb = 978 Base Values 850 Base Adjusted 978 75 75 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.15 1.00 r 'R2 = 645 Fc I (psi) The beam self- weight was not automatically added to the loads by BeamChek. Z 1 W 6 UO coo WI J H WO D u_ co I W Z = I- O W ~ 2 j 0 f O — O E- ta • W 1- O W o O Z Data Attributes, Actual Critical Status Ratio Values Adjustments Loads 2006 Pt loads: R1 = 2639 1875A/3 Man Door Header Choice Conditions DL adj: 4:12 pitch, Min Bearing Area 3 -1 /8x 9 GLB 24F -V4 DF /DF BASE Fb = 2400 ADJ Fb = 2400 Beam Span Beam Wt per ft Beam Weight Max Moment TL Max Defl LL Max Defl 3.2 ft 7.2 # 23 # 3594 '# L/240 L / 360 Reaction 1 2639 # Reaction 1 LL Reaction 2 2639 # Reaction 2 LL Maximum V 2639 # Max V (Reduced) 2271 # TL Actual Defl L / >1000 LL Actual Defl L / >1000 1423 # 1423 # Section (in Shear (in TL Defl (in) 42.19 17.97 OK 43% 28.13 17.93 OK 64% 0.02 0.16 OK 12% Base Values 2400 190 Base Adjusted 2400 . 190 1.8 1.8 650 650 Cv Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.000 1.00 1.00 BeamChek has automatically added the beam self- weight into the calculations. Uniform TL: 484 = A Point LL Point TL Distance B = 3707 R1= 4.1 in R2= 4.1 in LL Defl 0.01 0.11 OK 10% Fb (psi) Fv (psi) E (psi x mil) 1.6 18- Garage Prepared by: KJP Uniform LL: 263 SPAN = 3.2 FT Uniform and partial uniform loads are lbs per lineal ft. Uniform Load A Date: 2/22/00 DL Defl <0.01 in. Suggested Camber 0.01 in R2 = 2639 Fc I (psi) BeamChek 2.2 ....., w.» .. .w... -... ..... .. .+.n i..ma H.... w. a... A) h'. .rw.....1��.+.1:r54:..'!• \ ... . •. nc.r::.uy _ i::.J ::1. OCT -22 -2003 07:30 FROM: 22421 N.E. 20th Street, Sammamisli, WA 98074 (42S) 836 -2833 FAX: (425) 836 -3707 E -Mail: chuck,cwa@verizon.nct c/VIA 2 ►rx.�q.spb = 4,1 u 45- Olga- 4F 44 CWA CONSULTANTS STRUCTURAL ENGINEERING BUILDING CODE CONSULTANT'S TO:253 639 3412 F,003/006 t c? 1 f a� 2 tooAmri = 12 rorogt -- uh � 2 pcitA)s Hefei 4ti-f 2) I-/tebX 24 6 14 034 44/ 7fSV}:4; 800,700'd vac Aye a Ire wan Sa nuro 3 r}a u■ !9 \ _••A 00 rd d OW C 0 X u [ 4o 91' - Eo Saal��x?i 2T1�£ 629 292:01 n .DX N f g v 1 O :WOcld 02:20 £002- 22 -1_0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR'tHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Wall 1 Wall 2 OCT -22 -2003 07 :31 FROM: CWA Consultants Tile : 08 :50:14 Date : 10 -21 -2003 =21=====__ OUTPUT DATA - Shear Walls and Holddown Forces Line Shear(K) Wall Shear (klf) H Drag Force Holddowns CSeis Wind CSeis Wind - -- Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) - ll = = =:i w C = = = = == S SSS S== = = =S = -.a a WALLS Parallel to Y -Axis = = = = = - am _ = = Q a a n = = = = =San =======0”1==== Story 2 Redundancy Factor 1.06 Ln 1 1.0 1.0 Wall 1 0.065 0.063 0,6 0.0 0.3 Ln 2 1.6 1.4 Wall 1 0.089 0.079 1.1 0.8 0.6 0.4 0,4 Wall 2 0.089 0.079 0.5 0.7 0.0 Ln 3 1.6 1.3 Wall 1 0,259 0.211 1.4 1.4 0.0 1.6 1.6 Ln 4 1.0 0.9 Wall 1 0.044 0.038 0.3 0.0 0.0 Story 1 Redundancy Factor 1.06 Ln 1 1.9 1,9 Wall 7. 0.066 0.068 0.6 0.0 0.0 Wall 2 0.066 0.068 0.6 0,0 0.0 Ln 2.6 2.7 Ln 3 2.5 Wall 1 2.3 2.4 3.2 0.6 1.5 WALLS Parallel to X -Axis Story 2 Redundancy Factor 1.00 Ln A 2.1 1.4 Wall 1 0.098 Wall 2 0.098 Wall 3 0.098 wall 4 0.098 Ln E 2.3 1.6 Wall 1 0.215 0,150 Wall 2 0.215 0.150 Ln F 0.5 0.7 Wall 1 0.066 0.09 Wall 2 0.066 0.0 Ln G 0.0 0.0 Wall 0 0.000 0.000 Story 1 Redundancy Factor 1.00 Ln A 0.0 0.0 WOODCAD QLAT (Pro V4,0) File: 1876A -3 Page: 5 of 7 0.246 0.252 1.4 0.6 0. 0.246 0.252 1.8 0.3 0.0 0.103 0.100 0.4 0.7 0.0 0.249 0,342 2.0 0.0 0.9 0,249 0.342 1.5 0.8 2.0 0.033 0.088 0.9 0.0 0.2 0,033 0.088 1.2 0.0 0.0 0.065 2.0 0.065 1.0 0. 065'„2.1.4 0.065" 2.3 TO :253 639 3412 P.005'008 EXPIFTFS L3 - 16 - 0 0.5 0.2 0 -3 0.0 0.0 0.1 0.0 0.0 0.0 0.0.,.. 0.0 0.0 " MI MR 1.7 0.4 0.2 0.3 0.2 0.7 1.0 1.5 1.5 0.6 0.5 0.4 0.4 � rLo.LUL)w11 SCh 1 u c J ( Simpson Strong -Tie ( Simpson 2003 Catalog — Hoidown ] Na ( w p Clz, J.-- ] II I Foundation Level HD Type Stud F'astner Fastener to Stud Anchor Cap Detail # Type to Stud Bolt Kips Number STH.8 R (212x ' ^4 16d - -- ,,,2.21 STHD10R3 (2)2x (28 16d --- 2.88 - - *114 - xxXXX N [V 38 .. - -- -. 0 PN.D6 (18) SDS3 7/8 "0 5.86 u1 PKD8 (24)SDS3 7/8 "0 6.73 HD10A (4)7/8 "0 7/8 "0 9.54 HD14A (4) 1" 0 1" 0 11.08 HD15 (5) 1" ¢ 1 -1/4 "i 15.30 1 • 11U,LU'?Wil ?V1J,tlUU.LC J [ Simpson Strong -Tie ( Simpson 2003 Catalog L �i Holdcwn ? ? 1.11 Oh2CV1Gtl J Other Levels HD # Type Stud Type Fastener to Stud Tie Rod Cap Kips Detail Number I r4 cv rl cif ill U, Ch Ii CS18(36 ") (2) CS20 (36 ") (2) CS18 (36 ") (2)C816(48") MST72 2) MST48 2)MST6O 2)MST72 hD15 2x (2) 2x (2) 2x (2) 2x 3x (2) 3x (2) 3x (2)3x 5x (16)10d (1 6) 8d ea (18) 10d ea (28) 8d ea (56)16d ea (42) 16d ea (46) 16d ea (56)16d ea (5) luck - -- - -- - -- - -- - -- - -- - -- - -- 5/4 "O CV C? inM 0? 413 Ch 11? Oh ri CV CV n) u7 r- 07 ri 1 111 r4 r1 OCT-22-2003 07:31 FROM: d ( Holddown Notes ] TO :253 639 3412 P,006' 008 GENERAL NOTES a) Minimum concrete compresive strength to be 2.5 ksi (17.2 MPa). b) Refer to manufacturers' catalogs for minimum distance to foundation corner, c) Refer to manufacturers' catalogs for minimum.. backing member size. d) Refer to manufacturers' catalogs for anchor bolt embedment depth. e) Studs at holddown: 2x (33mm x) Hem -Fir Stud Grade e r, Posts at holddown: 4x, 6x (89mm x, 140mm x) Dou' �. - better, f) The anchor type holddowne at other levels shat one above and one below, tied by a threaded rod, g) Use STHD$RJ for STHD8, STHD10RJ for STHD1O, .L� 3 'Ii� � 'Jr� =THD14 where rim joists are installed. h) The stud fastner for PHD's shall be SDS 1 ONOMMINIMP OCT- 22-2003 07:32 FROM: CWA CONSULTANTS STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 22421 N.F. 20th Strcct, Sammamish, WA 98074 (423) 836.2R33 FAX: (425) 836.3707 E -Mail: chuck,cwa@verizonnet 'TT) k.A...) ,)( 4 TO :253 639 3412 P.007'006 OCT-22-2003 07 :32 FROM: CWA CONSULTANTS STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 22421 N.E. 20th Street, Sammamish, WA 98074 (425) 836 -2833 FAX: (425) 836.3707 £: -Mail: chuck.cwa@,verizon.nct 1 U) 1 L - x ,�. '4 w i ) SAP Yz iseifeeerisiNA-- rEXPRES 03 - 16 - 7 Coy tionewp PP. Q rows (Co 01, ty'oc. A ';i ■.. FULL TO:253 639 3412 F.008'006 C- vin.06 ua� February 3, 2004 Don Leabo 6855 176th N.E., #235 Redmond, WA 98052 RE: Permit Application No. D03 -210 4328 South 150th Street Dear Permit Holder: City of Tukwila Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to March 9, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D03 -210 Bob Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 March 10, 2004 Mr. Don Leabo Greenridge Homes 6855 176 Avenue N.E., Suite 235 Redmond, WA 98052 RE: Request for Extension — Permit No. D03 -210 — 4328 S 150 Street Dear Mr. Leabo: This letter is in response to your written request for an extension to Permit No. D03 -210. Based on the information received, the City of Tukwila Building Division will be extending your permit to September 5, 2004. Please be advised that this will be the only extension granted for this project and no further notice will be given prior to the expiration date. A new permit and associated fees will be required after the above -noted expiration date. If you should have any questions, please contact our office at (206) 431 -3670. Robert Benedicto Building Official /sks File: Permit No. D03 -2l0 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 . n. �; r w '-.._-- ..= :new,ii:.wr3s:tfii:•' v�:�wz:t..i MAR -05 -2004 08:24 AM Sincerely, Don Leabo DTI./cl reenridre clComcs 6855 176th Ave. NE, Suite 235 • Redmond, WA 98052 March 5, 2004 SEND VIA FAX: 206 - 431 - 3665 TO: City of Tukwila Building Department FROM: Don Leabo Per your letter of February 3, 2004, we are requesting an extension of building permit # D03 -210. We will be scheduling a final inspection sometime around March 12 with closing around March 15. , IR 4' byrim/ d ic 3/5� (800) 892 -8462 • Fax (425) 558-2032 P.01 DEC - 09-2003 09:39 FROM: CWA CONSULTANTS STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 22421 N.E. 20th Street, Snmmamish, WA 98074 (425) 436.2833 FAX: (425) 836 -3707 E -Mail: chuck.cwa(i,vcrizc n.net December 9, 2003 TO: Dennis Wacker Greenridge Homes SUBJECT: Unblocked gypboard shear walls — Permit #1303-210 4328 South 150 Tukwila, WA 1, Table 25 -I of the 1997 UBC permits "A" gypboard shear walls to be unblocked for design shears less than 100 plf, The capacity may be doubled to 200 plf when gypboard Is applied to both sides, FN #1 requires the design values to be reduced by 50% when considering seismic forces. For Line C at the lower level the actual shear is 52 pif for seismic load and 68 pif for wind forces (see attached). The allowable value for the unblocked 1 /2 gypboard applied to both sides of the shear walls Is 100 plf ( >52 plf) for seismic forces and 200 plf ( >68 plf) for wind forces. The plan as constructed complies. Sincerely; Chuck Williams SE CWA Consultants - TO:253 639 3412 P,002'004 I g63 DEC-09-2003 09:40 FROM: CWA Consultants Time : 09:D1:54 Date : 12-09-2003 mimm== IINESt OUTPUT DATA - Shear Walls and Holddown Forces Line Shear(K) Wall Shear (af) H Drag Force Holddowns CSeis Wind CSeis Wind Lt Rt Left Rght /1.4 /1.4 W (K) (K) (K) (K) ==W======mm■m====mm■W= WALLS Parallel to X-Axis Wall 0 Ln B Wall 1 Wall 2 Wall 3 1 Wall 1 Wall 2 Wall 3 Ln H Wall 0 2,8 2.3 0.0 0.0 0.138 0.115 2.0 0.138 0.115 1.5 0.138 0,115 1.2 0.12: 0.115 2 0.245 0.280 1.0 0.245 0.280 2.0 0.245 0.280 0.7 TO:253 639 3412 P•004/004 WOOOCAD QLAT (Pro V4.0) File: 1876A-3 Page: 6 of 7 = ====""== 0.000 0,000 1.0 0.0 0.0 0.1 0.0 0.0 0.0 I Ln C Wall 2 Wall 3 0.8 1.0 0.052 0.068 0.052 0,068 1,2 0.0 0.0 1.0 0.0 0.0 • 2,8 2,0 1.9 0.2 0.0 0.0 1.7 1.4 0.0 0.000 0.000 1.0 0.0 0.0 m .. .a = = = 0.0 1.6 1.8 1,0 S required beneath holddown I input of holddown 0.0 ,www,I•O■m■MINOMMOOMIN•11••••■■71., 700.200'd 02C 2 4.0 a rah nnn trna 4 r�rh\ 33-+ gUin lot Ili t tlC1110 3AF{4 3 1 rF no m i f; r. 1 IQ u 2■ 00 a 0 C t o Z u rn x m a 0 nn X 4) 3 ' o *., 3*•. ry►1 ,.4w ?0 •'4 I 14 a to IA _u, Ai II 2T2 629 222:01 8 tam 0 . N 0 a, fc :'NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR ° THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. :WONd 07:60 um NOV-25 -2003 11 :52 FROM: November 25, 2003 Sincerely; Chuck Williams SE CWA Consultants C* CWA CONSULTANTS STRUCTURAL ENGINEERING DUTLDINCi CODE CONSULTANTS 22421 N,E, 20th Street, Sn:nrnamish, WA 98074 (425) 836.2833 FAX: 425) 836 -3707 E -Mail: c11uck,Gwa(u TO: Dennis Wacker Greenridge Homes SUBJECT: Field Fix — Permit # B03 -21 4328 South 150th Tukwila, WA '1. The header support may use 1 - 2x6 cripple stud support. The support capacity is based on the allowable compression perpendicular to grain stress for the header material. Based on the attached calculations the allowable tributary width for support of the floor system is 26' for a Doug Fir header and 17' for Hem Fir assuming an 8' maximum header span. 2, For support of the 2x12 roof rafters at the sloped roof area, pressure blocking was used between each ratter at the wall intersection. The 2x12 rafter should be provided with a joist hanger from the joists to the pressure blocking and the blocking attached to the ledger with 6 - 16d box nails staggered between each joists. TO:253 639 3412 P.002/005 11 -#5-16,, NOV-25-2003 11:52 FROM: CWA CONSULTANTS STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 22421 N.E. 20th Strcct, Sammamiih, WA 98074 (425) 836.2833 FAX: (425) 836.3707 E -MAIL chuck.cwa a verizon.net 6e:149 (B k[4104.176irt- - (f, Ccotive' ..L G RA-11J c'rL 17IF 4-6/5426-1( Mo A -1 ►'L Low e c.gJVPFt'E 6. r2)( owka (,0 X012 hF''e�4 kuipsc A-454..-re_ FA-49a P. 1 Jac' W l 91'14- (0Pho tom« OA) o , gvr (4= Agy )( 4r) 14eKt< 2.,C0 F 4-6764X--YL, ve7037 TO:253 639 3412 F.003'005 NOV-25-2003 11:53 FROM: CWA CONSULTANTS STRUCTURAL ENGINEERING BUILDING CODE CONSULTAN'T'S 22421 N,E, 20th Street, Sammie:, WA 9E074 (425) 83&2833 FAX: (425) 836.3707 E -Mail: chuck.cwa@yerizorulet Z Au Pao fvr SLADP&O Rex) r 2 x ay-fr"At tstot),:0‘. 2x12 oier-wept._ k Jz,«7 PPC--el 9dE... 151 00 V- P l71E-) ( 1 V2 24.°)o* i,401 19 SY'J O W LOA?'' r XPIPES 03 - i (4430Atitril = 6 oz)a:) ‘12. TO:253 639 3412 P,004'005 Zeta e24110C, NAIL / SPIKE CONNECTION (WOOD -TO -WOOD) Single Shear ANSI/ AF&PA NDS -1997 (Section 12.11) Gage 0d oo tOd 12d 20d 330 40d 38 A 0.099 0.113 0.528 0.126 '.148 0.148 0.102 12.30 t 2.00 2.50 3.00 3.25 4.00 400 5.00 DendIt9 Yield Skergth of Nall 465) 1131 12.30 Fl* 100,000 100.000 100,000 100,000 50,000 90.000 90,000 kfrinurn Requkei Pere.4ralnxr 60 0.59 0.88 0.77 0.77 0.81 0.113 0.69 0.97 FPnelratbn to Achieve Fu1 Shear Value 120 1.19 1,38 1.54 1.54 1.62 1.70 1.78 1.94 We Albrnbler ffery F1r Thickness o4 Main Merabrsr (in) Lye 1.5 1.5 1.5 1.5 1.5 1.6 1.5 1.6 Parallel Oawd 8eerkg Strength of Main ?bomber (psi) Tbl 12A Fern 3500 3500 3500 3500 3500 3500 3500 3500 Na4 ip Dana cut of Me bad( rain member (in) 0.25 0.50 1.00 1.00 2.00 Silde Aferaber Doug Fkl.sec r 'Maness of Side Member (in) Is 1,5 1.5 1.5 1.5 1.5 1.6 1.5 1.5 Parfet Dowd Bearing Stwnglkcf Side Member (psi) Tbi12A Fos 4650 4650 45550 4850 4050 4650 4050 4650 NornIng Nail' Aera! Dusige Valle (pounds) z 41 67 86 16 oe tie 109 13t contras roue inns MODE IV MODE IV NODE IV MQDE N IIIOOE IV 11100E K MADE IV Adual Pen[kab m p 0.50 1.00 1.50 1.50 Penetr1/on DeplftF cent (12.35) Crf 090 0.74 0.96 0.98 Find Greta Factor (screw 0rralna 'ember . No C,, 1.00 1.00 550 1.110 toad Fern! Fes 0esFes /1CD k10 pFens f (1 -1 2ftb) K k20 / ( 2 + Re Kg. (0 "2 /X al scam Fnii / 3(1 +Re) r O 57 0l 47 Kb 2.20 220 220 2.20 Re 0.75 0.75 0.75 0.75 kr 1.319 1.024 0.063 0.463 k2 1.210 1.220 1.245 1245 Gage Od 80 10d 126 MODE b 412.31) 314 358 406 408 MODE tllra 412.30 41 74 117 117 MODE Ills (52 34) 104 120 138 136 NODE N (123-4) 51 67 88 80 tkerls Coosufaats 16d 0.135 3.50 1.50 0.93 0.75 0.973 1.254 t6d 428 126 147 9B C0P1n1p01 2000 Forum Fru nets . 41 RtItits Raserved 1.50 1.50 1.50 0.63 0.84 0.77 COO 1.00 1.00 106 106 116 2.20 2.20 2.20 0.75 0.75 0.75 0.901 0051 1.002 1.202 1.202 1.202 20d 30d 40d 400 469 614 138 135 185 162 162 180 100 100 131 !re t1 4 J U U O W =' J H W 0 2 QQ LL< _ co ? W. z = I- 0 Z F-, • uj Q: O N. U U_ 0 . Z W = 0 z CWA CONSULTANTS STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 22421 N.E. 20th Street, Sammamish, WA 98074 (425) 836 -2833 FAX: (425) 836 -3707 E -Mail: chuck.cwa @verizon.net October 23, 2003 TO: Bill Rambo City of Tukwila SUBJECT: Field Fix — Permit # B03 -210 4328 South 150 Tukwila, WA 1. Wall #1 at Line 3 (see attached plot) was constructed using 2x6 and 2x4 studs. The hold -down strap was placed at the interior of the foundation. This resulted in an offset from the wall to the hold -down strap of 2" at the 2x6 wall and 4" at the 2x4 wall. The strap can be attached to a filler stud constructed per the attached details. 2. For the shear walls along Line D the maximum hold -down force is 1.9 kips. The minimum strap type hold -down required is an STHD10 (Capacity = 2.88 kips). Therefore an STHD14 is acceptable. Sincerely; Chuck Williams SE CWA Consultants tEXPIRES 03 - 16 - 002 I Z3 OCT 2 1 2003 BUILD NG DEPARTMENT 03 • July 22, 2003 Mr. Don Leabo Greenridge Homes 6855 176 NE, #235 Redmond, WA 98052 Dear Don: Sincerely, Cizy of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application #1 Development Permit Application Number D03 -210 Greenridge Homes - Lot 7 - 4328 S 150 Street This letter is to inform you that your permit application received at the City of Tukwila Permit Center on July 17, 2003, is determined to be incomplete. Before your application can begin the plan review process the following items need to be addressed: Building Department: William Rambo, at (206) 431 -3670, if you have questions concerning the following: 1. Show location of footing drains. Include details for construction of such. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. afrie4s(----kjae-d-ee4.- StefanitYSpencer Permit Technician Enclosures File: Permit File No. D03 - 210 Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 tu, PLAKIN@VRUTING SLIP ACTIVITY NUMBER: D03 -210 DATE: 07 -30 -03 PROJECT NAME: GREENRIDGE HOMES - LOT 7 SITE ADDRESS: 4328 S 150 STREET Original Plan Submittal X Response to Incomplete Letter # I Response to Correction Letter # Revision # After permit Is Issued DEPARTMENTS: Build • I ll Div - is e v e ❑ S g-iSta) Public W rks Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator DETERMINATIO OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -31 -03 Complete Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROU NG: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 08 -27 -03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY DEPARTMENTS: Buirdi Il �� vigion' 0 Public Works Complete ❑ APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -210 DATE: 07 -17 -03 PROJECT NAME: GREENRIDGE HOMES - LOT 7 SITE ADDRESS: "•S 150 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued M 57 72146 Fire Prevention mu Structural ❑ L I� 1 - U - € 8 Planning Division � Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 07 -22 -03 Incomplete [� REVIEWER'S INITIALS: Not Applicable ❑ Comments: Permit Center Use Only 7 -ZZ'o3 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg% Fire ❑ Ping ❑ PW ❑ Staff Initials: SAS' INCOMPLETE LETTER MAILED: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 08 -19 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY E City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. O w � a = w t- _ Z �. � Z F- w U� O N o H . w W Contact Person Don Leabo Phone Number 4J -Z - �7 U Summary of Revision: CO' 7 )e4.. a 7 a 3 451141: e l G ,c; 7 ; . v G�/l/� n!J p l 4) 6,4---7- mixef 4' ft-4;A%. Date: Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Project Name: Project Address: 7/30 Jet Entered in Sierra on Plan Check/Permit Number: D03 -210 1 GREENRIDGE HOMES — LOT 7 4328 S 150 STREET 7,30 -3 RECEIVED CITY OF TUKWILA JUL 3 0 2003 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: c&eg 07/22/03 Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: La/Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: sbt. N 1 ea.L0 Phone: Sce, .- 89 0 _ 84_14 Property Address or Approximate Location: Tax Lot Number: -V3x)c (S /c5<"V (St 00e-i CZD •- c S t Legal Description(Attach Map and Legal Description if necessary): 1,0-1- 1 6P Lb2 - 3 - R e- e,* 2-0060(0 t loq 0..3._, t Part B: (To Be Completed by Sewer Agency) 1. la a. Sewgr Service will be provided by side sewer connection only to an existing i" size sewer v feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): RECEIVED CITY OF TUKWILA JUL 1 7 2003 2. (Must be completed if 1.b above is checked) PERMIT CENTER ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. F a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ `" a. District Connection Charges due prior to connection: Q T cv 6 0 GFC: $ 4) SFC: $ r,? 027 UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1826.04 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: §il Required ❑ May be Required c. Other: CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY I he fro IYCertificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability By 14816 Militr Road South P.O. Box 69...0 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 by certify that the a ve sewer agency information is true. This certification shall be valid for one year e date of signs ur / Title �Uyt� c°iY Date 7/, rlo3 20 3 .210 z _i- Ce IL/ 0 0 0 cn J N uw 0 u.Q = a q ua z 1— 0 w ~ • C] U O N O 1- w W L O 1i.i O ~ z SHORT PLAT NO. City of Tukwila King County, Wushtirl ;Ion W .I'j Wtelrr •• eel two •r.!. s: 11101. Wen. 54.1. el bu•b11n C ...ly I tear, Nn I .•a• r. n +n .elhloc•.y ,.tdet• 1.11 her..,•.,1 ye, Criu 11 I. • S. I•l•A•e) F.. o'e Ott he L\. rte'. erne p.rpa... try tier• n Ire Ftlern,ni. stet. al 16J4•5/lese Ceenty al 1 roCI( steal I bee. or ne.. •.Ihloclnl ..I.r,c• ,net dyed tle ? etwYent and .t)riDeter.e 11 IC l.. (1Nt/hrl I,,• old .ta..nla.•y eel I., ;h, n..• nW ,.ape•., .n...1 4. In• Fth.one•l SI•••■•• •1 Vet#) .ua4 . -- c,..41 sty ••••'•••■•l .0 .• RECORDEI?'3 CER TIFICa. fE . pled lue r•eura lhla IIo book..... . ...7t page ....... .nr1I f✓ Inn rttluesl nt Lo re• .. ..• /e.• • f. sq.eh.:. sl Ilml..y PO.ry Del.d l.y .rret.tn•.nl ..r. es Supt. of Records NPPROVALS: Rtn,.6d mil nppro.ed q• Ine Sn•rt SuauMldn Cr and hereby eerlIflad !e. Iph;.j 11 _ Jay of _ - -• (,.wnnN owl reoessee 1Ma -- Mr el - :1 _ - w., •ss Sell Swha, Cr.- •'tl•■ DEDICATION Know u•1 men by 11:ete •.relents hat n. :Its hn,lrreklerf, o +nu(o) In let sknpl. Jn1 /or eonbnet po•nn.er(s) ut uw tuna hdrs!n diserlasd do hereby more a :hart s.brtLUtnn r'------ Ihefnol pur,uJh! In 41 W 95.17.0E0 ,Y:f ec'enunledge (nut selJ subdlrnl,m tool: an be lurl!le• dlAdod In any mono,, nllht.n II Darted ul floe )nnra, hum data of , .Co-d. .dthoot the I1nn9 of a I.r•o1 001. lhn v■derl!ylad Icre•.,• dactore Ibis short plat 11 or the graph•te reereseutedru al iota sr,eel subaleli!on and Ills sane is mod. with lion 1 eo•.otr.l area Yl cccdrounad ., :th Ih. desk, of the cmper(3). scam. DESCRir tor 15, PLJ ^II ', SECCUD 4.00;11Ot TO !11..4'5 IIouE IRA:TS, A CC'.RO:au TO Thy ' IIIEP.Cty RECORDED 1 :V .ILUUE 12 CF PLATS. PCAE 90. RECCI• - hOi 1°F X11117 COU117f. WASI4I001C11. DIE EAST 11111 OF LOT 1 ULOCK I. SECOND A0019041 TO ATJAIIS' 44S1.( U1ACIS. ACC:41010G TO 1112 PLAT nIEAEoF R2coaoio 01 vcl.UE 12 i r PLATS. FACE 10. IN K91C CCl WASI1:N01C4:. n o. I on Lral (N CRANIA: SCALE I 4:9'99'02•:'1 LAND SCUR.iEYOR'S C :EP 'MCA TE Trls Snat Flo! craved. y repreennl, u s.rvay n.od• by :no al' under my dl•ncllon In cunlwman:• ulln Ine 1.qu:ronlenis of Ih• opprupl:ul• 51c) and Co.rnly Statute n.10 Or S7r�: . I . i y1 \ \O eI FoO(c • 4:01111;o1. No. ..4.rIrse • OEPAITIVENT OF ASSESSEIEN1S Ceer.nyl a.. weei•se 1n1, -_ 1i, lr C o,l, ..t...r _-•_-_.-•-----. _. - -- • I Fnrr tabu .'CJa /16213 - 0.17• east Jr 0.03' so,lh of nolc. I pasli'I'l fiF.COp.i)lPiti NO. ]OL./t . 7 1: SCALE: I Incr. - 30 11 rr3LLL- - - L' -_T_.__J._•. =J n 39' CO P0/1110r1 C.F uW_.I of _I = -.) % 1, 3.22 T. . AJ. R. E • W I.I. I srr if H. :n. 4310 in. l50lh 'Ti. Tut*M:. WA iod'43•.y 19 - 8 � 53.14' 1 29. d7" Foul./ r ebor n /cep r•� 110113 - 0.59' rotth of :sic. cnsllfon. .re P la f P o i Alta •• G.554 1:111 LOT .) 33. 556 '99 - E LOT ri or J^ P C. A.ea - !.355 suit N56 - tv 63.13' + � LOT 29.3' NJute ,#4310 1 I L__ I Ar.•a . 6.556 ,a 't a3 1a' fI / --- I10q+sa1 lot Lm., N86>?u" 01 20.02' 'I A 7 0 1T - i O.C L • 34 17' LOT 4 Alan n 12.023 so II N99T19 � 90'.2 6 L i 31.47 llaaorio2 - WI W •• U p LOT 6 44. 75' r __� S.y g s . 5 g2 L f 109.52' l I i 51.81' \ ••1 1- 54.81' :.0 ; • c1 J 508 2 1'•vae :d lot unes 1 A•ru " 6.8C3 sq 1I 1` I 99.89' IJ 44.64 n re !tO Y 7 . 7 82 sq.11 1..01 5 a' eh0:., Nelk lance L01 7 m Al,e - 5.80! a q. II p n 51 80' •1 i0 .a S •.4 15 . Feand rebor h,cop /16213 - 0.18' must h 0.55' so.lih of col :. patil!,r, r 192 79 4 t I • . ' :.J: t.1.d F. Field dale Iv Ibis cur rev •us obininte by 0.1 del lield Medi..14000 an a 3. Angulo and Tin,cI /el Jllanenips eve measured •Ile o c • attend tht2.10da arid .l.clronle mtelari.lq dr.lu, su;.ptemcrldd by , steel lope. SCI'IROETERLAND SURVEYING PI1CJf ESSIOrIAI LAND SURvF.'(ORS 40 7•• ita, b.•n.. 11, V•e «•ale• west Mt 311•4.11 141. :944.) ) I 0•4 8v Inc. I OA l_ 10 /2 /00 T :Qef 90 315/13 I tt1r( F:510 I0 /9 /0fl l'RJ.ECr N0. OOISOs, I l - I ? 1 ryF Z - '~ Z W 6 JU O 0 u) 0 • UJ J = H CO a. W0 2 J • ry W Z '" Z n • 0 O H W W � 0 rz 0 lit Z U= z CITY OF . JKWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: 031 a► Z 10 PART A: (To be completed by applicant) Site Address (Attach map and Legal Descriptio showing hydra t location and size of main): I-01 7 -- 93x . /SO Jam roffogrittioto.regi6i***A .. •,n .:r,��.ti . �} _;.mGt•sf:•.:'.y: :P.y Name: Address: � � / e 5 Phone: Std - S 9c9- Owner /A Signatu • ( (Required only if outside City of Tukwila water utility district) RECEIVED The proposed project is located within ! w t- ""9 (City /County) .JUL P RMIT GENII Name: Address: tea', 44 9r s; Phone: T certificate is for the purposes of: VJ Residential Building Permit ❑ CommerciaVindustrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure ft. Area is se y (Water utility district): PART B: (To be completed by water utility district) Date: ' The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (Use separate sheet if more room is needed) Bas d upon the improvements listed above, water can be provided and will be available at the site with a flow of Z'-3 0 o gpm at 20 psi residual for a duration of 2 hours at a velocity of II fps as documented by the attached calculations. I hereby certify that the above information is true and correct. Kira e.ou. Water r 0i.st . * las RA A `'� A hone ooto-940'1-15'4 } By Date PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above (Use separate sheet if more room is needed) Agency/Phone By H-ha Date A R 03 'VpZa � ?:'94'=166 N y a t�tcY r i..:y: :.,.;.r:.o . iri... z ~ W ..� 0 00 WI w 2 u_¢ CO = w Z = H I— 0 w � O c o O — C) i- w w LI O w z U= 0~ z REGISTERED AS PROVIDED BY LAW AS CONST CONT # EXP. DATE CCO1 GRE 10/12/20 EFFECTIVE GREENRIDGE AVE NE #2 �HOMES L 6855 176TH WA 98052 Issued by DEPARTMENT OF LABOR ND INDUSTRIES Signutur 9 3� MOW laINOAt10N POYSM PER ELEVATION 0/ Ii 1S.. PAFlt OR AIR INFu•1RATION EIMIRIER O/ !1'lA114010 PR PLAIN Z-PI.A *4I Nf WOOD TRIM OPTIONAL. Z (U•4BAR CONT. TOP x nSHnMe S TORM �1 me I.4' I. D' . A A a 14' A I_ I 4� -�- SI' F N. WALL Pk DRAIN 2X4 PRESSURE TREATED !ILL PLATE Mr/ I/2' DIAMETER ANICFIOR I OL 1S AT 4'-0' 04. AND Ir MAX. PROM ENDS, OR PER SHEARAN.L. SCHEDULE - MIN. EMBEDMENT 5/4• TI. PLYWOOD EeLePLR. WM QUIP AND NAILED. 2X PLrOK71! JOIST OR T.J.I.'S rem PLANS - 1t-90 BATT. IN U A , ( / I) / r� *4 L �� B GGW1. �O 6 MIL BLACK V.6 4' ROCK AMER 0/ 19 Lb. OLC7i6. PAPER OR AIR INFILTRATION BARRIER 0/ SWAMP* PER PLANS GOR1d*ATED METAL TIES AT I6' O.G. EACH WAY . .G • IDIOM AID GM) BB.OIR TO PIr7N. ,2 . 0.G. T.O. -'W'�- • ^. �' SOLID SNOUT BEL011 FL.A ..Am o (Z •4 SIAM CONT. TOP Thief - -----" ; ± STORM DRAIN IP 1lEGiA1RED POIADATIGIN DIMENSION 4• • P'!!IRI". 4, 6 r 4' C.M.U. 4 • • • • 4 2X PL.00* JOT OR T41.11 PM PLAINS • • 4 di„ rif; I tw. o 2x0 sTUVS • 1." 04. 111141 MATT. INSULATION 11 BATT INSULATION 0/4' T110 PLYWOOD SUED NC Walt, 2X4 PRESSURE TREATED 1IHL1 "Lowe NV VT DIAMETER ANCHOR BOLTS AT 4 "-0' O.G. A 12' MAX. FROM CB OR x AMP P P R S AIRMALL SOMME; X it-I *4VERT.ATI6' 6 MIL. BLACK VAPOR BARRIER (2) *4 G.oNT. BOT. 11 11 ),' POND. DRAIN J I I� )( 2X6 STUDS AT 16" O.G ►• TYPE 'X' WAD. • ALL COMMON LIVING WALLS. R -2I BATT. INSULATION PAGE 'STAPLED. 4' GOING. SLAB 0/ 6 MIL. VAPOR BARRJER 0/ 4' 6RANULAR PILL 4 • "O ^ O ° • FINISHED GRADE i v.v SCALE = I • 1 114 \ABU. • 16' 0.C. (2) 41 4 CONT. BOTTOM 2X4 STUDS AT 16' 04. •• o o • •ae • e• • a ••o • o• •"• a e • e• e :o 5GAL.E : 1• • 1'-0• HOUSE /GARAE 2X4 PRESSURE TREATED SILL PLATE PV 112• DIAMETER ANCHOR R BOLTS AT 4' -0 O.C. A t 12" MAX. FROM ENDS, OR 1" MIN. EMOMMENT T.O. STEM INWl PER *RA DE COMMONS 6 MIL. VAPOR BARRIER 0/ 4' 6*f1 .AR FILL *4 VERT. • 16 O.G. (2) 84 GONT. BOTTOM 4 GARAGE FN/RI VENEER Z I SCALE i I • • I' -0' Z I PRN+lllO Alp Pi LINEATION DDIM NSION IIWlM PER PER A� AIR 1,11 !LOW IIfIL'IwA A' � OR 0/ SHEATHS* /LAN WATERPROOF MEMBRANE 4' CONG. KA. . • a Nt. • STt5G11r*4 • 10' O.G. L (I) *4 CONT. TOP 0 M4 VERT. • - ,, Y O.G. Z_ � 4 • 4 rm. DRAIN l i'RAMIN6 * FOUNDATION DIMENSION 4' ROCK VENEER 0/ 15 L.B. OLDS. PAP!!R OR AIR IWILTRATION BARRIER 0/ SHEATHINS PER PLAINS GORE USATED META;.. TIES AT Ib' 0.G. EAC,4H WAY OVER FRAMS* AND POLNDATION WALL SOLID GROUT BELOW PLASHING LINE OP T.O. SLAB • PORCH (2) *4 BAR CONT. TOP Z DIMENSION a a T16HHT LINE �' ----' STORM DRAIN IF FOUNDATION )1/4 b" if 4 FEW FEN. DRAIN 4 e PORCH SLA5/FN. 4' GJMIJJ. , CRAWL SP. BRICK /STONE VENEER 5/4' Tab PLYPIOOD SIA3FLOOR EXT. SUED AND MAILED R--SO BAIT. IN SLLATION MIN. 2X SOLID BLocKIN6 L 2X FLOOR JOISTS OR T.J.I . S PER PLftJ' Z METAL POST BABE PD44 • 4X4 POST n P646 • 4X6 POST 6 MIL VAPOR BARRIER -- (5) *4 ems cown EA. WAY • ISOLATED PTIS S. • 2 * 4 Olt T.J.1.'b • SES ISOLATED PT6. 1M. 2 '-0• 2,0 *MvOS • *' 04. *-21 BATT. INSULATION �._ R..•O $ATT. INSULATION •/4' TAR PLYWOOD SLOPLOOR EXT. MAW AND NAILED. 2X4 FROMM PLATTE 1f4/ 1/2' DI DLL ANCHOR DOLTS AT 4' - 0' 0.G. AID 12' MANE PROM ENDS. OR PER SIEARJEIAL.L SCMODULE; I MN. NEAT 6 MIL. BLACK VD. (2) *4 CONT. BOTTOM gC,ALE ; I" s I'-O 2X6 STUDS • Ib 0.G. R -21 'e rr IK A.ATION 5/4' Tt6 PLYWOOD - SUB FLOOR EXT. SLUED AND NAILED -90 BATT INSULATION 2X PLR..J5T5 OR T,.J.1.5 PER PLANS 2X4 PRESSURE TREATED PLATE MR/ 1/1' SIAM ETER ANCHOR BOLTS AT 4 " -0' 0.C. AND PER I T MAX. mom ENDS, OR I• MIN. EMBEDMENT Z 6 MIL. BLACK V.B. VERT. • lb' O.G. ♦ r ' �./� 2) *4 Gown BOTTOM BEAM PER PLANS METAL POST TO BEAM CONNECTOR PC-44 • 4X4 POST PCr46 • 4X6 POST POST PER PLANS I CONTINUOUS FOOTtNG SCALE : 1" • I'-0' BUILDING PAPER TO BE KRAFT NIA OR EQUAL O gt 44 NOT TO SCALE • eo BUCK -BOUT FOR 7-b' MAN POOR r� L�Lr- aLLLLL�Lr w �� I I" � r 1 1 � �■�fi � l - -I j+�Ol I�i� l�! ,�1�1�11 •I► CON1G. - 4' -0'xS' - O• IPORCH 6' -0'x4' -0' C-3" ,SI-9" Coot . PORCH 3'-10 I/2' 9 IF [LIU p SCALE FOUNDATION NOTE . NRITTZN DIMENSIONS TAKE roinceceNce OVER SCALED DIMENSIONS. 2. ALL P0071140. TO MAVE'A MINIMU161 DEPTH OF lb' BELLOW FINISH SRAM. 9. STS! FOUNDATIONS PER SITE COMMONS 4. ALL CONCRETE POOTIN*S TO REST ON , , I UNDISTURBED EARTH ATM MINIMUM UM 4000 P WARMS PRISSURE A!!!'!'R TO SOILS REPORT MIEN REQUIRED). . NII UPY ALL 0114ENSIONS AND FIELD CONDITIOIN& • 1 111111. ALL AS GtDIISCTI 14 SEEN INITALLED. 4. PROVIDE We' POUPIDATION MATH V4' CCIRP OSION RESOITANT WIRIE PIM AID 111111SUIRIED Pet GOD!'.. 0 S. ALL MOOD IN CONTACT WITH CONCRETE OR MASONlY OR ! USED TO EARTH OR YIEATICR TO BE PIRIESSURE TREATED. a. row= DOUBLE L•vLJ.1099T OR EL OCKINO AT PARTIT10PIS MOVE. 10. S D'ENO'TES BEARD* POINT IN 2X4 POW' WALL, PROVIDE MIN. (2) 2x4 STUDS • INi?K,ATCD POINT 1 LB NOTED OTFE RVOSE. II. CRAMS. SPACE TO BE A MINIMLRM OF lb* lb. BELOW moon JOIST AND 12' mom BEAMS OR SRDERS NTH MIN. 6 MIL BLACK 'VAPOR BARRIER OltOUP17 COVER LAPPED 12" AT SERF* MO EXTENDED UP FOUNDATION MALL TO SILL PLATE TYPICAL. 12. ALL BEAMS! TO BE 4x10 DC 02 M E SHEET FOR LUMBIBIt STIIISPOTH VALUES). U142116 NOTED O HIRWISE. 19. ALL POSTS TO BE 4,r4 (4rtb AT BEAM !FLOGS) TYPICAL Waage NOTED OIVOIWIIISIL TIT • ISOLATED BEAM 140. 14. ALL ISOLATED SPREAD POOTlNl S TO BE 24544,(10° TMIGK MTh (2) 04 BMRI •01/OM EAC►N WAY, IWLESS NOTED 0111151MISE. O. AT ALL CORNER LOCATIONS FLAGE sine MOLD DOM W TWAT E OP MOLDOWN Is s' IM PROM GONNER TYPICAL. O. G s 3 LOCATION OP MAIN FLOOR MAT 0111001111110. 20'-0" Oo P. II. 1/4' • 1'-0" AT ALL NIINGOW LOCATIONS PLACE SIND MOLDO 14 So THAT 41 OP HOLDOWN IS 1 112' OUT PROM WOE OP OPENS* TYPICAL. AL.LOM4 I I/2' TO STRAP 4g, PROM POOR ROUSH OPENINir MACH IS 2 112' PROM, DOOR U WOE ON PLAN'S THIS ALLOWS I' FOR DOOR FRAME. FOUNDATION N .44OR BOLTS REQUIRE A MINIMUM OP 2'x2 "x'5/16' PLATE WASHER& U.D.G. I606.6.1. SOOTING SCHEDULE 42 42 ,_ 0 " FOUNDATION VENT CAL S. X163 S.F.1 150 * 6.42 S.F. FPM. VENT RFQD. 105 1 144 x .15 * .547 S.F. PER VENT. 6.42 S.F. I .541 *12 FDN. VENTS READ. 24" DIAtMETZR X 10' THICK FOOTS* MlITM (2) 414 OARS 90" DIAMETER X 12" /HICK POOTINO 111114 (S) *4 EARS Sr DIAMETER x 12' THICK CONCRETE Pok7T1NO MMTM (5) 44 DAMS !AGM WAY. 24W THICK GONTIMAOUS GON1rON.''TIE POOTI1NS M'S'IN (0) 04 OARS CONCINIETE EACH KAY. CONCRETE EAC.f$ N1AY. 14 -0 1 w It PROVIDE I5x/ FOUNDATION VENTS (12) REQUIRED. SEE ware *II. 11 T! ; j 0 9 0 • r:199 v-4" d 41 0 N . 14, Cif) OF ri J320( i?C3 � l% / L' MICENID CITY OP TUICWI11 JUL 3 0 100 S IN COMPLETE ttRO,L q • MAIN FLOOR ROO 3.P. UPPER FLOOR MS St. TOTAL FINISHED AREA w* St. _ *ARAM 472 3?. ,lr t • • .• • 3 J�1 NP. INTERIOR STAIR � � � �iw ewa TO USG MG. ioo�i W i � s ioi ° GOM'O A•84 PRAM* ANCHOR 2X4 TiR$T BLOCK • • t• 1 2 LAMING W TYPE • . MOPS *TAWS () 2X12 STRIN GINS PIKE BLOGIONO • MID - SPAN • • MALL WITT= 1= IMAMS NOT TO SCALE a .s: I rAIN moon ritAMINtS NOTES 1. POITT1114 DII41018I0Iab TAME 1.1.0110111161 a�11L III AUW oNrRwOw 2. RAT! 041:1•iiT 1�1• MS FLOOR LINUISO 1101'!w 47IMPIPISB. S. ALL femme TO PI 4840. Or. IMOD OTNII O , COMIC PLAN. OBUAiA ar PA1444,,LAM SEAM MAY BO fI.A'1T10'12D IN FLAG! OP SIAM • 14 RII. 4. ROTTOM C!P MADERO TO NI •W. 111111 FLOOR UNLESS NOM OTN R FOSS. D. ALL EXMOOR POLL, 2xib VITN R..21 ItamomONI UNLESS NOTED OTNIIPPISE. O. AU. FRAME NAILJN TO SATISFY as usc. suck M.L. PLY/I40011, NV NAIL WS IOd AT •• O.G. TYPICAL ALL EXT. SAL.M 1. PROVIDE DOUBLE JOISTS OR BLOCKS* MIRE PARTITIONS OCCUR ABOVE G. PROVIDE SOLID BLOCKING OVIR SUPPORTS. 4. PIM BLOCKING AT ALL PLUMBING PENEIIIRATIONLD 10. ALL STORAGE NV SPACES UNDER STANZA1Eb TO OE MOWED MATH 5/8• TYPE 'X" •" A'SLIM 3OARD. H. • MOPES SOUP OEMON6 UNDER CONCENTRATED LOADS USE (2) 2,o AT •• MALLS. USE (2)2x4AT4• WALLS UNLESS NOTED OTHERNISE. 12. FINISH AU G 'KILN* WITH Sib* *MEW IS. AT GARAGE USE WY TYPE •X" OTP. LID. AT ALL GG'+MON LIVING WALLS/ 7P1 LAYERS • G IUP1 3 BORDERING LIVING AREAS MERE PRAMS IS GREATEN. THAN Ib" 0.G. MRAF ALL POSTS AND DEAN' AM SUPPORT WALLS. 14. PRO'V1DE 2Ib -0AUSE GALVANIZED 9IW METAL FLASH** ABOVE MMNaOW3 A1� DOOM. (TVP.) LAP L'IIJILIAN* PAPER OVER. IS. HOLD SIDIN O 6 ABOVE FINISHED GRADE. I.. MINDOMS SPECIFIED ARE ,ur6*. DY= SUMMT OR E> IUAL. U • PER SCHEDULE GJNTRAGTOR TO VERJPY ALL ROU644 OP'E INds. Il. FASTEN MULTI-LAM 2X BEAMS PER MG. STANOAIV6, CHAPTER 251, TYPICAL lb. HANGERS AT POSITIVE CONNECTIONS TO OE SIM PSON OR EGG 1L. M. COLITIS JONS1"S TO OE 21ob AT 24 04G.. TYPICAL U.N.O., PLAN SHOMIS JOIST DIRECTION. 20. ALL VOIDS TO OE FI BLOCKED P ER UDC. SECTION /OS. 21. INSTALL MAT!'T! HEATER PER MGT Nfr C A. SEE STET I . PROTECT FROM IMPACT PER FM LIMO 904 AND S0b.I. 22. !FURNACE TO LX PLACED 18 ADV. FLaOoOR ON I HOUR FURNACE PLATFORM MV (2) 'S/4" LAYERS PLYMrO0t7. PROTECT PROM IMPACT PER NM UMG 904. 23. DOOR warm HOUSE AND trootm! TO DE 20 MIN RATED, SOLID CORE, TIGHT FITTING, WITH SELF CLOSURE 24. INSTALL OIL. VENT PRIM. PER TERMS OF LISTING NV M MU S SPECS. PER SECTION 9102. 25. PROVIDE CONT. HANDRAIL AT STAIRS A MIN OF 11/2• FRLalM WALL, ROM* TO DETAIL 1 ON MEET NO. 3. 26. STRAP THE MM►TL'!! MAIMS AT POINTS PITH IN THE UPPER 1/5 L.OPeR 1/S OP ITS VERTICAL D11 L.OM E* POINT SHALL DE MINIMUM 4• MOVE CONTROLS 2/. NflRE SHEAR MALL VAL.LR"S EXGRD 310 PEL PRAM** ABM SILL PLATO AT /1EVI TINO PAM., SHALL NOT SE LESS THAN A SINGLE SIX MEMBER. MC. TARE 25.2i41d4-1. 23. ® • LOCATIONS or PL OOlt RENS1ORlS 2•I. ALL SMOKE DETECTORS TO of 110 VOLT PITH IMATTIMY SACAUP, INIERCONNECTED. SO. Web AND SNORERS. • roe 1111UX.KINO WIZEN STUDS. • LMT !HOMER PLOMI TO 23 O.P.M. • limeroppoor MALL TO LMITHIN 10 MIOVE DRAIN INLET. • ALL GLAZING, PITHIN 10" MOVE DRAIN INLET TO SIE SA!'ETY GLASS. • VAPOR EAABR AMINO GYPSUM, w. 111. ID • NOSE IBM ► •' .rti• .' , 4*imp* *******NS7 AIMP. .I11.4.41r +1/141.wM40^.- a. A/'M .. ! • d '4111.0 " • Ip SCALE s I /4• • I SQUARE FOOTAGE SUMMARY 4 10, 6P. •ARAdi 642 St. D03 -210 • I ;it! 41tA AUG 2 0 4 RECEIVED CRY OF TUKIMLA T catalog All 1 7 2003 4 . *4 ,r • • M . • ; . • 4 .t 1 r 4 • v 4 )'t • • .4, • 4 • s 0 • • r, : t .• • • s. y : •, 4 *• • "1 4 1 4- " ih ' • •• • r . • r ' • .M... 'wowi..- mow.., . , r , a R �RAMIN& N01, E3 I. MITTEN DMembIOI* TAM PRECEDENCE OVER SCALED DIMENI Ide 2. MATE H NSOT TMIs MOOR UNLESS NOTED OTNERMese. S. ALL. NEADEITIS TO OE 4.c10. DP. ea LN LOTIO O'MRMeSE NOTED. CHOCK PL/1N. e�JIVAL.eNT r �'AM MAY OC ettewmvrea IN PLACE OP BEAMS 11 HORS. 4. BOTTOM OM' HEADERS TO OE 6' -0" MIS MOOR UP4LES6 NOM, °MINIMISE. 5. ALL EXTERIOR MALLS 206 YON R -21 INSULATION UNLESS S NOTED O'TFlRMNSE. O. ALL Rome NAIL** TO 'SATISFY' CHAPTER 25 U.B.G. BLOCK ALL PLYWOOD WOES MC NALL MrTN 10d AT 6' O.G. TYPICAL ALL !XT. Moos. 1. PROVIDE DOLDL.E .FOISTS OR OLOGKINS MERE PARTITIONS OCCUR /ROME. S. P O1tPE SOLID eLOCK,INO OVER SUPPORTS. '4. PIKE IX.UGKIN* AT ALL PLUME** * PENETRATIONS 10. ALL STOIRfr4 AND SPACES UDDER STAIRCASES TO DE FINISHED MMTH Ste` TYPE 'X' QiYPSU M BOARD. II. • DENOTES *DUD DEAIRIMb UNDER CONCENTRATED LOADS USE CHI 2x6 AT 6' MALLS. USE (2) 2x4 AT 4' MALLS tN42'.H6 NOTED OTHERIII E. 12. AT dpAllitAille use sir iT `X'4SYT. AT AU. COMMON LMNd MALLS/ TP10 LAYERS • GCILIN&S DOR0151.IN6 LIV P AREAS AND V. ! PRAMINQr IS 6ATEyR AN 16' 0.C. MRAP ALL POSTS NV BEAMS. IS. FASTEN MULTI-LAM 2X SEAMS PER U.B.C. STANDARDS, CHAPTER TER 25-1, TYTIGAL 14. AT POSITIVE CONNOCTIONS TO OE SIM SON OR EQUAL- 15. M.L. vows TAD De riRE/DIRAr•T BLOCKED PER U.B.C. SECTION 106. 16. ta• LOCATIONS OF FLOOR RESISTERS IT UPPER rw R FRAMW* TO e! 2x10 1e *2 ,u1_00R JOISTS • 16' 0.G., TYPICAL uN -E'S6 NOTED u ti 1 • • p i } ...111.• •.. • • • • • r D03-21 0 • • • r Ci I v Of fl APPRNET" AUG 2 0 2003 A`' M. t _'1 •• RECEIVED IT'V u ' • EPEE_ 1 7 2003 rl . d 4 • • .a. OP • •A,A . 4 w 1 . �► a ' • 4 **61$ • • . * � b r; • r • 10••' `.. * •* . ■••• . .4 4,. • • ▪ , L.1 • r • Y 'Y A ' y. • • • • ; ; t M ti r t • 4 .r ; r .� . tr 3t 4. 4 f h .„ `, • t + 1,1 f•' 1 ; .., • • i •r • . }M • 1 I• • • • ♦' • • I. MOM* 0011111110110 TAIL miasma 0411010T11p o• 11110 FLOOR 1111.1110 140111P S. A11 1010 110 1111 41•0 PP. le. IAUIIS WM. 4. BOTTOMS CW IMMO To - f 1•0 _ S. AL E*TO OR MALLS i *MTh RP 21 *SLA11011 071111111111111 1401111, O. ALL PlItAME MAILS* TO sowers CHAPTER a as U.D.G. !LOGIC ALL PLY111000 WSW AND MAIL b TN 101 AT .6 TY*ICiAL ALL EXT. MALLS. I. AWN* DOME JONSIS i SILOGIUNO OYER S. S. PINE SILOV N S AT A «. PLIMINi PEPIETRATIONS. 4. ALL STORASE AND SPACES UNDER STAIRCASEIS TO OE PINS Sea PITH WY TYPE 11011 ROAIR17. 10. 0 DENOTES SOUP ISEARINII► UNDER CONCENTRATED LOADS. USE (2) 2•4 AT 4' MALLS UNLESS OTIeRI'd'.!' !NOT ..D. II. FINISH ALL Ge1LI NG PITH lire' 4110P9UM !BOARD. 12. PRiOVlDE iALVANMZED SHEET METAL. roof** AVOW 11114170VIS NV DOOR& (TIT) LAP etALD$N* 'wen IS. PINOo1e SPECI'RICD ARE WSW arts SUMMIT OR ECEDAL. U • PER. GONTRAGTOR TO VERIFY ALL MUSH 14. FASTEN MULTI-LAM! 2x SEAMS PER U.D.G. 5TAMAIRDS, CHAPTER 29-1, TYPICAL 15. CEILIN& JOISTS TO BE 2 do AT 24' OZ., TYPICAL U.N.O. PLAN 900,46 JOIST DIRECTION. 16. ALL VOIDS TO eE PIRVDIefer BLOCKED PER UDC. SECTION 100. IT. ALL TUBS NV S • PIAE ErIMEEN STUDS. • LIMIT SHONE* FLOMI TO 23 6P.M. • MATERPROOF PALL TO MMTHIN '1O' ABOVE DRAIN INLET. • ALL SI.AZIWi VII/14N 10' ABOVE DRAIN INLET TO BE S ?ETY SAW. • VAPOR esefeRI 'R BEHIND *YIP. ED. le. ALL SMOKE CPL RECTORS TO OE 110 VOLT MITN BATTERY EAC.KAIP, INTERGONNEGT1152. 14. PROVIDE GONT'. 14AXIDRAIL AT STAIRS A MIN OP 1 1/2' PIR M MALL, REI Er TO DETAIL 1 ON SHEET NO. 3. 30. FOR SPEAR MALLS MTh 6R=R.ATEIR THAN MO I•L.F DNS MEMBERS AND SILL PLATES AT MUTT**, PANELS SHALL. NOT • BE LOSS THAN A SIMILE 9X MOWER. . U.D.G. TABLE 29- 2- II -1 -I. 21. HAidb!'JI',S AT 1 CCRIPeCTION TO OE SIMPSON OR MA L. 22. ® = LOCATION OF FLOOR RESISTERS 41•r t l 1 r • w w 4 .111 r ... . _ H.S. PAN .T.O. TOP OF PLANT mar AT PR 2065 b'-4 1/2" .:,::r. ...:.rr� , I . • LLm1E OF HAIL BELOPI b'-b" 1 ' -3' WHOLE • PAN. CONNECT TO 24 -HOUR TIMER rum. Fun .1 • • • D03 -210 niKpm 'NE0 AUG 2 0 2 003 k .. RV O r. FT u . 1 7 2003 PROW corm 4 r,. *R t a 'i'•s'I1iw f ' ,r '.. *a«. r 4 f �. i.' ► • .r • • A • f. '1 `" t t. • l r • • • • °L S' '"ice • � .. r • �. Jr, t • S • 4. J i 4% • ; ' ♦ w l )' ∎, r '{ f,. � ry •1 , „IA ' ) ' toilet • i � r•� I• Clok r : ♦ k ION1 C.' h h • 'i Siege INISLATION 2X glum Joon tae�iw � RAW 2X6 MS* • 16 *2I GATT INSULATION SSE PLASS w»w.I• a IS u. PLY OR IMMO air oa 'Mg & yr mos►Aca , 13 l r . 111M40 1 *MR , 2x PA CAA POMO MOW Pelt arVATION 0/ IS Lit& a.D.. PAPER OR ANt *rILTRATIoN BAR RER O/ SaleATIoN* PER PLANS sGAL•E , I • 1'•0• 4. • ' T P f .r• 40' 4 .1 PLATE AT ROOD /FLAT J• 0. • • { i • l • ; I r. - i r'�r • . A .r1•4111‘" r 4141 I �•..�r •nom. r .+r.w. • ....+r... . a M • .*, r • X t `• • IRS1"Se I. avow Norm VOWS DUMMY PRAMS* OVER *OOP PRAMS* INLOPI. 2. • 01114011b SOUP MARINO LIMN 11117 WACO• S. sae PLoOli PLANS S PO liSUO A&. nm* AID MEAD 4. ALL API mArrepts TO Ms 2 Fla *2 AT 24 TYPICAL 11*0. S. Au. T>> USD To SE AT 24' O.G. TYPICAL U.N.O. 6. PROVIDE ROM VENTS PER eeG. I9033 7. Moor PITCH To SE 6.12, TYPICAL UNLESS oTNERMISE Norm. 6. IV 014. TYPICAL • EAVES 16 OR TYPICAL • SABLE 154129, RAKES. i II. PROVIDE *SI PSON* HI PIRAMNO ANCHORS AT EVERY AT EACH END AND AT SABLE DOTRUSSES. 10. VENTED EIL C•K1NO OVER surromTs. I1. CHIMNEY HEI I4T TO OE 2' P4N. ABOVE ANY PORTION OP BUILDINS rwTNM Icr-O. PER UDC !ACTION 12. BRAGS*: (STICK PRAM, AREAS ONLY) • (2) 2x41A► TO 10' LOUIS. • (2) 246 10' TO 14' L. • (5)2 6OVER 14'L. W&. Is. PLATE ME*4T"Ss • ww MOOR s►' -1'. TYP. UJ�IA. • UPPER "toot Se-r, T1T. U.N.O 14. TRUSEIES. • CARRY P4 STAMP. • DO NOT ALTER WITHOUT euIL,PINU DEPARTMENT APPROVAL. • INSTALL. AND BRACE PER WOK. SPEC. 15. CONTRACTOR TO VIVA'° LOCATION OF ALL Rte *SUPPORT CINAGINO OR P'OS' TINS NC Pltt7VIDE ADEQUATE BEAMS TO FOUNDATION 16. HANGERS AT POSITIVE CONNECTIONS TO BE SPM PPSON OR EQUAL. SQQE FRAMINb NOTES • 1I11.e6 EMISINEE RIN&T PER UDC 10.5.43, TRUSS E NSPIMElR OP RECORD MHO WILL REAM APPROVE AND NOTE ON THE THAT THEY HAVE FOUND TO CIE mhseleNAL CONFORMANCE 1/4I11m1 THE DE'STON Or THE WUILDMS. THE E SINEElt- APPROVED DOCUMENTS TILL TEEN BE roitnemEL• TO THE BALMS OFFICIAL FOR SWIM MD APPROVAL 'PRIOR TO PRAMNb INSPECTION'. GIT1P mormovep DOCUMENTS SHALL BE ON '1!f JOB SITE AT INSPECTIONS. Mee E NINNEERIN0 STOLL. INCLUDE , IG' IN* '-.Y. • SCALE V. .. — .. .. _ 1 N % .N.N."2 ---- ------ ---- • S \ , . Is \ • \\‘. i .. N.' : \ s ■ sittb, q, , 'a • \ • • I•• • l'-O. EQ CALCS ` PRIMARY ROOF AREA, 4 SP. / SOO s 504 SP. VENTINS MGM. 5.04 SP. / 2 • 132 SP. VENTINO MVO AT (ROOF RIDee& 132 SP. / (.44 X .15) • 5 VENTS RSVP. oor AT 6ARA•Es SWOP. / SOO • 122 SP. VD4TINb MGM. 122 SP. / 2 • Oki SP. VENTIN* RC'Q'D AT TROOP RID6lS. Ohl SP. / (.44 X T.,l) • 2 VENTS MOP. p D03 -210 t, CiTY rim APPProvf AUG 20 aT k �j 1 I r t r. Jul 1 7 2003 rirearcarmse • T • , 1, Aic tier Wit - t , 'rr r. . ami • ,+ • 4 :4( 4'# t . , — p 4 • 4 • sr • , so • r"! r ; . „l .. .• • • • ,', 4 a , 1 � • p. - 1!• s • •• • V , 44. . •!•••*".. . , ,• 0. • .. I • • - • 4. I 4 r• . ., ; rikii: ' +.... , • 4 st' .. -• .r. - t • . ... - ' .. • ,,, .. I . . '' . .0 ,'# ,; . • , I' . 41* 4 4 ' 1 • . . I t* ' t ' '• V.....' ' •' ' • • $ : 4. * 4 k •• • ;.4. . ' • ,,,., -02,, ,...0-. ' . , • --i % • • . • - c . • 111 . . ' ' ' 4 . a ‘, '•( t • . 4 :*to. • c • . I. . I• ' - . • • ca • • • LEFIr MEV irtil a 9. • 4 11 r tit . ; . , ole ,Pib I • , • \ ofir I . . . , • , , ••• ' . .• i t r . . . ' • • • ••••,•• t .4* •lit 7 :. • II "4*Ax' *r. ;7 • . - CL,EyATION NOTES I. PROVIVE CON ETAL &MEM TYPICA4L. 2. PROM, floor VENTS PER UB.G. INCTION SOWS TYPICAL. S. PROVIDE OALVANIZIE0 IIIMT METAL FLAMM AND COUNTER FLAN.* AT ALL ROOF PENETRATIONS INCLI.DIN, C141141EYS. 4. mere* TO TION 5103 USW. POR CHIMNEY CONSTRUCTION. . S. ~APE PlEATNEWSTRIPPIN6 AT ALL DOORS MCP PIINDOVIS. CAULK ALL JOINTS NO PENETRATIONS IN EXTERIOR WALL. 6. !BRICK 110 SIE SUPPORTED Err STEEL uhrrei..s NC SHALL NOT BEM ON MOOD 1. meow existion imAce TO SLOPE AMY mom eUIL171146 AT A SLOPE OF AT LEAST 2116 FOR A MINIMUM OP FEET. 0. POST APPROVED NUMBERS OR ADDRESS ON THE DVIELLIN6. ADDRESS SHALL SE PLAINLY VILE AND 1.151411LE FROM THE SlitEET FRONTON* THE OWELLINO. I CHAMFER 4X4 CEDAR 2X4 CEDAR v I. ' . • I ,, 4 1 , ' . ' ' A . c . , Ate , % Po i . . , - I I P • - ..,,,,...i vt,t;tr N :- . ., . '''''' 4. ' "" ''' • 111•41r, A es. . BRACKET DETAIL_ SCALEI •4 • 1 '4 *. " i • ■ 1 1/2" ft • 101 i COW. SHEET METAL FASCIA SUTTER. rm. COMPOSITION ROOFINO • I' I a ••■ HT MEV irill 1 \ 1 ; • el I/4 6 • 4' E • • . • hi PLA111 a04 PLAT 0/ 204 'RUM 1,14 CORNER MIK TY,. 2144 FLAT 0/ 21.4 TRIM cola. 3T peTAL FASCIA e wren. "rtr.. oft of rdorliA APPIP_VED AUG 2 0 2CO3 riTI A mew. caw fiA D03 01.4 40 7 • ot I 0 6 TO. sers-cort f; * • 4 OMB tit • $- ' 4 . Alt 1 7 2003 I. 0 a • 4 .....4114141.440111144•11. • • I - .40 0 r • . a .... • - 7./ „1,-• • LOCATION T o -, __ -___� GPM- � � l�P. total l'InleIrd for total f *MOO 115 150 _ • t taI V.O. ICITGJ•N 100 am nuton• /•q , gt150 womb cPm s of 9' »i UT i Y 100 Om nut c1 /., nuton• /•eat gt15O 4 t80 " ._.._ 15.11 II 150 22222i cam dm y� 222 1.5 PAR 0240 - LOCATION T - MANE MOM GPM- .25.41_ hit *MOO 115 150 _ . ICITGJ•N 100 am nuton• /•q , gt150 crm cPm no n/a UT i Y 100 Om nut c1 /., nuton• /•eat gt15O 4 t80 115 62 Om F I f f- 150 22222i cam dm y� 222 1.5 PAR J12281 MASTER SA KC. , nuton• /•Cq gt.b0 62 c hn MASTER BATH rruton• /•q nutone /. gt50 62 cfm dm , vivre* ESATii gt150 _ N5 4 ••■ '• 1 A •V • r • n ir)-41 r""em.r"Tir r '_A L` AMU: .' _.1111L - ��� 7 -- r - '41.1111111111111= =, lilln".1111 cnr. 4.21-nom= '.5M111111=1111 .L.. r P P : , «..iL Jt• + 4� •mss" - 41 .r. V ■=111 away r • 1 11=11111=r to Yrl•w l~hcrd 111=111111=111111=111 4.00 11111111111 111111.1 MOOR TaM +2.00 4.00 1111r*:111111641nriArmr - Irmirinierinitrf7o1 - r! an" roam an" Ica Ia _ it 1/2• t�'....� I/2' gni Iff2I moo own 11111111111111111 2040 16.00 02010 030 0300 1.00 0320 0320 0320 0.220 6' *I , .1 0. �C b' - � SST VENTILATION STEM sore* specific exhaust ventilation O35 OS cch - 81341 125.061 ern - MOLE HOUSE EXHAUST VENTILATION SYSTEM GOmbi ed use of source sp•cWIc fans as Indicated °boy. Pans indicated Cove es Wong 1Mi4.' (hhol• House). e to be connected to an approved 24 hour timer. MSG CHECKLIST Tokete 6-2 13:71 0.400 ELECTRIC RESISTANCE CHAPTER 6 PRESCRIPTIVE Option nurrber Max - - - allowed % Proposed glazing % Mac. - la= - u- +vales allowed Proposed glazing u -vale• Max. door uwalu• allowed PeoPosrd door to •,• . • IV unlimited 0340 0A400 0340 V OTHER FUELS CHAPTER 5 TRADE -OFF Proposed Insulation, Vaulted ceilings Flat call - . /attics Exterior walls Hawse /- - - - common nails Floors over unheated spaces Slab - Im•t•r Ducts In unheated spas �_.. "`. • . �r t 14 • R-30 R -36 R -21 R -21 R -30 R -10 R -6 'S AI, 4 A • • • • . r ,, • 4 • ,4 ' �.� • ••M A . . .011 1111;111111111 111 11 0 . 111I.►111111111,►►1111 1 11t 1 1IfIr111I1111►1f 411111.1111111111;011I1111 LIVING ppp.1 • -M4 DINING KITH4 0 2x12 LEJ7Er!'R., FASTEN TO 91NUCTUIE tV I/2• LAS BOLTS TOP ANC BOTTOM STA •s4E! ED • lb' 04. USE SIMtP*SON L SU2I0 (OR Er1c.1 ALA TO !FASTEN (RAFTERS TO LEDGER r• RAFTERS OVER LIYIN6 't • J CALDErn OIECTO ROOF ONSTRUCTION • COMP iS1TtON SHINSL. • 906 PELT INTERWOVEN * SOLID Si AT l,* • GEILIN6 JOISTS PER PLAN • R.36 BAIT OR DLOW14 -IN INSULATION MIN. • •AS NEAT • Dom• 6YPSIJM MALL BOARD • MILIt 6 WALL CONSTRUCPTION * SIDIN6 PER B.LVATIONS * IS BUILDING PAPER • I/2 GPx PLYNIOOD SHEATHING FOR EQUAL) • 2x6 STUDS AT * 0.G. • R -2I BATT INSULATION P TH '15. FACE STAPLED. FLOOR CONSTRUCPTION • FINISH FLOOR rem PLANES • a T116 PLYWOOD 6LUED AND NAILED • FLOOR JOISTS PER PLAN * R•-SO BATT INSULATION MIN. C■ER UNHEATED AREAS * POST AND BEAM SUPPORT !! JOISTS OVER GRADE • CRAWL SPA • 6 MIL BLACK VAPOR BARRIER .....r.. . 4.4 _ •4.. - 1111/w. +•w♦w• .. .Iw/...10MIr.r .44414140.11114.14111.414..... •154441m.4.4 .4101410 44141.4 • K • 't ,I4 r M I I/4• • - 0411141108._r• 4„ 1 A CI TY OF 1 1p( VG 2 0 2ru3 1 } l , RECEIVED • AI 1 7 2003 inirrarealt , D03 -210 . • :A f, .' ! • ...it I • • r f3 •, • • • 0 , , • . 18,1 '. AP • i k/ . TT • N r, : 4, Adi • •r ) • • • .rr • • • • • . i , r•3.* • le ✓ � •• • w' s s • ..N r • e', . , • a `a • , • 0 TYPICAL. SHEAR WALL TO MOOR .,h TYPICAL SHEAR WALL /PARALLEL me PL OO* JOST) TYPICAL. SHEAR WALL Mr111 TYPICAL. SHEAR WALL. miliwiDIGILAIR 10 FLOOR JOUR, TYPICAL SHEAR I I TYPICAL SHEAR PALL (Jowl! PARALLEL PeMH1 MALL) yank FOR K TYPICAL DIAPHPIAOM NAILER See NOI!'M! tale T YIPICAL SW* MALLS • Hostizomm.. D41M1IMdH HALMS s>! NOM Walk PM TYPICAL OEM MALLS 4 00.111404114 MALD* I - I ORLZONTAL Nam FOR TYPICAL OEM MALLS a HORIZONTAL DIAPHaRASM P1ALefI1 NE NOTES MhACER - SEE P'L (EXTEND HEADER TNN/ PANEL) • • I� NALL. SH ETIIN TID HOMER 4" 04. CAL KAY - 1YP. (3) ac mini MAIL IMPS M/ Mid - i• OZ. OR 4w4 POST (2) 2+4 M.OGMCe* SHEATH•* OM ME w Pad - '!• OG. '. I%►•) - Tyr. i!'ANDa2 NOLDOMai $1 34 - Pad NAILS EA DID (OR HD2A1- •4 CONT. G. FOUNDATION ATION TO POUR Mala • gam a i�w�� ws�r LAP 11r � ~ O� I M� 4‘06 SCAR NALL • (PLOW .oiler To sow ' lid -r role 7YMIOAL SRI* 114111 a H10RISONTAL DLq OVINK IM1LS IMO RAN a TAT. NO7Ma 111•11.1111111 i MV owed • 41/110T VMPIt • NIKO 1� dQM FOR TYPICAL. OEM 4 .Li 4 MORI?JONrAL ~PRAM MALN' S ! NOM LAP $011ARI OR PROVIDE *SIP PLAT • Sr O44 f 111LOK'ACeli POMO ONLY • •iMID. alFAC *OMHfS 140x: n 214 ILOGION• T1fP. AOOP VIAOMRA SM AT i' • *O r MLR* - IRO CIP 111AOeaI r ser.irew ariamer awe =now WWI MALL NM MYR 110 Qli1'AL DLAwwwM ',rem BRUCUP° MALL PLY'MIEHOD W la/ SHEAR POLL APPITIaMiL. MORI THAN 24• A•4 AIevst"i o Or 04. PV O•i/ NAILS . SCIIOIa.! at ELOCKINII VW 0-1601 INTO JOIST a DIARA AT nO PlOiOP' PER PLAN 2o St)UO R+DCKeif 4%0 0G. ! - t• SOLID RaCieeb SA. .. - M. NM•••OG. POR SWAM MALI. TM MALD SEE 11SZ 4 M 1G1 HALM • r 04. w r ism Alma r , .r. •r NOINVIDETAL ti b SHEAR WALL. • FOUND. WALL DO,L JOIST SALD w/ ti/ • U OG. - STAND V2•14• B.W OWLS • r o G MD .r/ id COOLER MILS • 1. OG. P1 11ER HALM* • GCIL.1i DIAARASPI WAA L � a MTALLWD MT OVIMIt 1141 TOP PLANE TO PPIONIOE A 2 NALM ! "44:41 OP Ma NAIL TO ALL H•IERS • OEM OOENDAIW !D • MEIN! &*' PROM • . No WINS OP O/R: !SIR WU PAM& TO 1111111181,1 OHM MIL PAPAL& 1O MINS TI/P. OMAR MALL • -fa/•JONT a DIAARA/M 20 SOUP DILL PM, 110R T P1CA4 SMEAR PAPS a HORIZONTAL IMIWIRASM NALMi Se! NORM WW Mid • 0' Q. . r igarZip sa ne SCAR MALL HALMS- SEE SCRICILLE lag PERPL9rDI - 1L.. . t . l Aill r'- 4 1 11 1111 If SEAR MALL • POUND. WALL MC. al SOLID • WSW " 1041 TOIEMAIL • lb" 04. IA. INDS SITASSIER HALO* .w* MALL I MR TYPICAL SHEAR MALLS a HORIZONTAL DIArHatAVM NAILS* - tors 4'-0 PIK err =■rr - .0•11 11.101011. 1•111111=11111=11111 Minn Mir A SHEAR WILL 111- IOM • JOIST a MOLE JOIST NAIAD PV Rd • I2. OG. TOP PLATO a- Rd • I2 MAX. • SPLICE M PLAN, SILVVVOLIOLO .if. - PLAN GONNICTION l • V- tar -r 2K Md - a►• OG. 111110C. 1 Walk PM TYPICAL SOAR MIAUI 4 OfAAOAt114 MACAO St WOO • Poi PMIik W PI P'M LrM 711411 M4' LAO PLIVIRINIP OVRt IM/ JOIIPT f) AR TD • F OUND. W � SECTION A'lrl.'�01t JOIST PRARAL&a- MMIi1) I I I - PICIIR TYPICAL SITAR MALLS a MORISONTAL DIA HRAIN4 / ALeM - NOTES MAL HOLAi See FLAN T T •r0G. lK7m 11RM ROM SEAM - ' 1"1.( HOLDOW*I PETAL :0"6" _•t r OM AR R MALL ROO PLAN) �/r• 0.0.11 My wl • r OG. gunk 111 ' O R qR PAR OIL MK Oen, "11 ::0 war raves w•rao. 1W SSW IP 6 °"044 LIP IN Cam NM VALID* Mlle ° IX at FIR ale. 71'!. ROAR 'MLA. - - w Iv • KOOKS* TO TOP PLATE IF Df . lI�JIIt CWT AN. • P POLL. 2K NUM. Rd•r LOW SHO4IHEID� �• a•O O. Rut • r OG. IN/ O,eA 14 SA. r • •' ••or • RAM s110wwAw +wM11 • MEW tifillf NAILS EV M/ • Or" •rAiv Ha • •IRAio 10 NAM - • ad 10 SIM • • M TO 001*111 JOMT alt IMP MOLL MON V r! • Hit/- tie OG. - r *G. P JINN TAP. SIM PALM 20 Salve METAL VIIRAP cur HOLES • INTERIOR CONDITION A Haft POR 'TYPICAL. SMEAR MALLS a HORIZONTAL DIMIRA/M MALMO See Nv1ls T1/P. SK !MlTe1s rd /Il ' • !!E H10LDOPr1 SCM!'D{L,L POW ADDITIONAL ..o. SNP" MALL - PLANO • 111111111 •O •VOG. t • al IOMI • r os,. NOT MOM CLARITY DLO ELK* 24 IMO f+A,L V W OR V w a(KOCK• OR MD am PM 110G0 V L r „ 31, PL. at OR TRIO; Stt • r 441a01 I 44 00 � .IL 4OLIO OIL Vallak ;40 ringistva vi JOIST • OIA K 1111044 - S PLAN FLOOR JOIST - - PLAN NOM MOOR OM>LAR POLL 0 OR ®Pmievita'Pun Ni IRIM - PROVIDE VOL RUC PAPAWS. Ft/ RIM -•' COOLER A' OG. • , SECT AA MHL STRAP PULP i ax •w PALL 2K wxt1k w lad • .• 04. LAP SMERT MAL rareat ROM =WA DIME. My e * OR OIL O • Er os. 11141•41? 04. a IMD - =1 'L IIi NOM MR TT'!M,'eAL• *SW HALLO • MORAL OIAAfAASM MALM O INS MO'1r SHEAR WALL INT. Fort pros MOfrA MR SHEAR MALL Oat ermavair rum* • RDa • PROMOr VOL OLK PARALLEL w/ RIM * • _ Y IM■ILINO 4 TO ME SCHEDULE Wit: FOR TYPICAL sMlAft MALLS! a HORIZONTAL PIA H RAM111 NAKA i See NOTED OLOCKINS (2) • (1 ✓) - 1Od RE0'D OLOOROSI A11ef arm a FLUOR ART. SECTION own 114141.1.111111%, PAM 4a or. maw ti w��iir� wrro pe .ierr, Peffla Gomm mono - PAIR NM ! NIIIMOI • NM OI/ PLAN I - r 04. auto) 10a1 DIAPNRA04 IRO !LOCK** OLO Keii • 4‘0 O.G. 2x MUM M/ Ia/ - es OG. PON MSTA'Jb w10d 126 - I MAILS BEAKIDOUSLE .,JET. SEE - PLAN 'I1 1 O T /COOL. CRIPPLE POW NPR. PLAN • sob swami" •M4 ‘111) rid PRO MOM 4 111001 PLY. VC SHUR WALL - PLAN MUNN rukpo ac l d•`• MBAR MALL NAiUNO- SGM ME •d• -4NMIf aII4 ` MAO! i •d••• M TD POW lid .4 r { (al - ea R6Q'D ALT. EA14 CONNECTION r ► di 1�1 Hr•1 r O RR 1116 16 1"1 1 1 1AN "Pda C IMAM • NI RAN I MOM MR TY'PICIAL. ammo mu.. a MDWOIRAL PAIPWRMM I ALM IMO NOR SHEAR WALL • INT. MN PTO O SIEAR�MLL PINIPIININOLNI TO JOINS 20 •RD MALL IMitroasi. lid - A• 04. IlLOJU mommOIIrm. DLAMMRAdM - S! wa11'D roR t1ALINi FLOOR .10NbT Ur PLAN MR OM a !PAWN* SIR, •Iv • MR. !TRAP VERTICAL - WALL. TO PALL ROOF_ FIYPID. lllatOl� r'TS root (2) tad • OG. "111PI SOMr (O R Mew XI WW1° CLIP AT EACH MOM PLATE EADER -- r.oNc. PMo► rot FLAP SOAR TTAwIMRe MAL • 34 0G. LIST. SEE - PLAN e WNW. r SLIM* SOLID ROOM Ilad • 4. GC. IA/ t; a_a LOMIS • r oc IC - g .'e,-• LOUR • r oG. TO PL'AID. 1O P. O R. O LE) ALOCI[1i t AR PLAN MOON Mit nom • • . r • sit∎ MN • 0 • . t4 a• •Ie.N)W• 100111MILTS • u_ =LT / wzry-- sitart4L stir., .4 .44, •1 4. • ALT + min wrap rt/ _' __ • C " t `MIS � SW41 INK NIP 0•401 ■ r ' Nam 0 as trir. ILL :Aze r SO • GM nom geopw • n► • t � f ". • • 4 • s. • • ; tier A • • • et • • !' 7 • • 16.• • • t • • " , 4f I ; .. 4 '7,„* • . / .0 t. f .. or • . ,-, ,./',...' . . . , t . ' ...i• . ',.. . , s. . , .. . t • • 4 • • •r A. • , ••• • t. • , • • 4 . 0 • 4 • 0 i 0 - • . • gr • V v r ,•• 4:1( , r • 1 Ali ' • - " .• :4, i • 1 .., .. s; ,•;. . ,. • 4 . ., • ,. . '! 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A•1•• •■■••• ••■• •AIN• bX__ 4) 'Tar • 6X_ (4 I" • I' • • I-I/4" • tot isommi GAP KIPS 2.51 0.106 ds M SW TIME r 234 warrimi C. Ke EA = mseemim MIMINIM C.S6 2X_ 10d 111112011111MME-71111111MPIIN bo 110E311111111rall EM111 5/4" • 19.90 toctiaorei WPM 4119119111tAll. 0101110 A) MINIMUM GONGIRETE CoOMPIRESIVIE STRENGTH TO OE 23 K51 (11.2 MP0). /5) REFER TO MANIJFACTURERS' CATAL069 FOR MINIMUM DISTANCE TO FOUNDATION CORNER G) REFER TO MANUFACTURERS' CATALO6S FOR MINIMUM MENEIER BACKIN6 SIZE. 17) REFER TO MANUFACTURE'S' CATALOOS FOR ANGKOR DOLT EMBEDMENT DEPTH. DETAIL NUMBER , •••••••■■•0 A MSTb0 (2) M519/ (2) 145T4b (2) 1.45T60 1110E2a11111111 TIE ROD E.) POSTS AT $0L1701•11 2X I 4X (943rovnX a bftraiX) 102 OR SETTER bX ( 14OrrinX ) I OR BETTER 41F) THE ANCHOR TYPE moti.voripis AT OTHER LEVELS SHALL HAVE A PAIR, ONE ASIOVE AND ONE 15ELOW, TIED BY A THREADED ROD. 6) USE STHIMILI POR SMDS, STHDIOR.1 FOR STHDIO, AND 5114014RJ FOR 5THD14 WHERE RJM ...10IST5 ARE INSTALLED. (14) THE SW FASTENER FOR SINDS SHALL DE lbd SINKERS. (I) MIN' STEM MALL TO SE 6" ADE FOR 1-STORY SUILDIN65, 5" ME FOR BUILDINOS H•VINS 2 OR MORE STORIES WM% 111•11111111 011.118111111% SW. MAR MALL WPM ii/Pa' MOM ( le M. IIIMILM MOWN A) MR *AMP soivenoto PAWL* SPACE NAILS I 12 IN (OS 144) 0.G. ICON INIORMEDIATE PRAMMill IHEMPIRS. ) OLOOC AI.A. PAWL loses wrirm MINIKII4 2x (I t4;1) 111.00KINe. 0) AMY MALIN. TO ALL STUD& TOP NV BOTTOM PLATES AND 111L0004040. D) MAMBO TO D A 14AXIMUI4 OP 24 IN (610 144) 0.0. • rA6i 1,41:11* SHALL OE DRIVEN PLUSH Mni4 SURFACE OF SNEAMINS. II) PROVIDE SOLID KLOCK** UNDER 'ME SHEAR WALLS AT me DIAPNRAOMS TO ACC•01440DATE THE BOTTOM PLATE ATTACI44ENT. b) ( PANEL JOINTS ON EACH WOE OF NALL MINIMUM ONE SW SAY. VIKA& NMI POIR SWAN MOLLS (APPLY TO POLLS sliecrocAux tam* I) APA RATED SHEATHINli EXPI / E:41•2 / EXT OR C-C / G - D / STOLICT. II PLYI4000. 2) may= ex'S MM) AT ADJOINING PAN gL741155 V NAILS 5TA66CRED. 5) PROVIDE MINIMUM 9x (V 144) 1111LOCKINO OR JOISTS BENEATH BOTTOM PLATE 1•41M /WITCH PLATE NAIL* SIMMERED. 4) HALLS MTh dIREATER TWA 600 PLP REWIRE A MINIMUM OF A Sx MEMBER AT AI/INTIM PANEL axes AND SILL PLATES. FOR PALLS EIETMEEN WO AND 600 ANCNOPt DOLT SPACINOP HAS WEN DECREASED SY ta ME 2x MEMEERS). 5) MAIO* TO BE A MAXIM*4 OP No IN (610 144) OZ. FOR WEAR WALLS I AND 2. 6) PROVIDE MALIN* AT INTERP•1571ATE SUPPORTS De SAME AS EOM NAILIN6 IN SOW* 1 MAT USE 6Y0 (SHEAR KILLS I AND 2). 1) FOR SSW MALLS 2 1, 6, AND 4, PAWL JOINTS SHALL. OE OPP5ET TO FALL ON 17IF PINIENT FRAMIN6 MEI4X9RS OR FRAMINS SHALL SE 5* NOMINAL. OR THICKER, AND NAILS ON EACH SIDE SHALL OE STAMAIMD. isinkimmillt8811110.1110. HOLM* SCNIIIOULE SIMPSON SIMON* 11 140190.011 SIMPSON SW CATALOO I • • $ tr • tre / • 60 „ * 1 .1 " ' • • I ; • 0.4" ' 4. • r - ' OIL IN SPOCISS . 1 , •, . • ... . a:A • , • ' :, • I -e 'it • f - ' 4 4 • ,p, • . • ' • % I If 1 :, r .e 'd , I, 4 . ' i . 4 . ':i ta . ' • ' ' ' 1 it * ' „. 1 1 ' . 4, + .. ,., .. , 414",t ; ''' ? '1 • ...). '..4i ILI, waxxxxammorrwowsomixismw + - ..,;',Ains.....04....... ...440......... ......:•.wwoo.10;111161116A1100111211..ww. .wors....w. 1.... ---- _______:_ _ 2 _ _ _____.' ta . ' ' 114 r 7 - 4'1 ,kr 0. • :II , 0 1.. ••• i • • , I. ,,, i • . 4 , ,....,• " 1- .„ z, . ; • - . v .......„ ,_ a .,,,,, • - `, '''', .... Act* . • ' • • • .A ,‘• •• • • t , • • • , . 1 • • ar.A r 1 • • P .Y.• • l•r ',r. 3 Pp jP •' • ".,' A Pp pp - .45 SCALE 1/4° • l'-0" • •'t to• ....".- . ' i : • . 41# ;_••• . Willt .. .. 11 ).."1$,,,...4": "'' ' a b 0 000 1,00•0 . . ' . „ • . ri...„.....:...: , .. .. -, A . • ... * •' • 4 't A, 4 • • • pr. . a.- * • :4 , ti‘e- . • - . _ :' 4 . • ar • • 2.MW 140 I. LATERAL ANALYSIS PER C, METWOO 1. SIP-ION STROM* TIE CONNECTIONS PER CTA00 Cs-2000. 2. MRITTEN 01142411400 TAKE PINICEVENCE OVER SCAM. 01010IMONS. 9. RAMC MCP SPEED • 00 MPH EMPOSIME GATANIORY • D MIMIC UM • 9 4. 1,01111/TANY LOOIS, mooPI ao. tn. • 2.• u. • me TOTAL, FLOOR. LIL • 409 LA. • sor yam, MIL& UPOL. • --- • IP TOTAL 5. ALL MAMIE HALMS TO SOiTISPY CNIAPTON 21, OLOCIC ALL PLYWOOD OP111111. ALL OCTOROON IIHMATHINIO MALEC, MTN SOO Al IV MOSIZO /440 12• OA. MD) IMMO 1401111, OINORMISIE, rem O. 011111111 STRAP NOLO DOM LOCATION • OONOTIO SIOLTIP NOW DONN LOOMION • • CIONOTED OHM POLL LOCATION 'T. PON HATORIAL STREWTH% PLEASE SEE MEM IN. 6. PROVIDE 2"2'30/16° THICK STEIL MASHER AT ALL ANCA4OR DOLT LOCATIONS PER WO L. SECTION 1006.0.1.2. 4. NALLe NTH •OMATER THAN 000 PLP NEMO= A MINIMUM OP ex MIMI* AT TTINS PANEL WOW AND SILL. PLAT MR MALLS SETTIEEN O MD 600 PIP, ANCHOR 1110LT SPAGINS VOCIIIASOO Wif 112 411SO art 1404111101. TAKE 3114-11-1-1. 10. AT ALL INEOVIREP GOMM LOCATIONS, PLACE 91111AP HCIL0 00“11 00 TWO 4, OP HOLD DOM IS 5' IN MOH CONNOR, TYPICAL. PM A 001812 STOMP IS maxim PLACA 40 THAT RV 91INAP 4, 9* 1411014 Cann, TYP. II. AT All INMILMOOP DOM LOCATIONS, PLACE WRAP MOW MIN SO TOW G. OP HOLD WPM NI 1-1PZ MOT' PROM WOE or cesere, rem". PION A 00119E WRAP IS 1111111111 PIACI, 90 11NAT ONO STRAP 4, IS 1-112• P111014 MIR OP CIPVIIO. TYP. 13. AT ALL. 1111111111101111111, DOM LOCATIN,. ALIA" Ha TO SMIAPC 011014 DOM MVOS Well* AWN NI 34,2" MOM DOOR NM ON KAM 11110 KUNO Pelt VOOR PRAM. IININ A DOM* 1111118111 'PLAS SO IMT 1110 SWAP IL le KM' IN MOM 1 � TIP. 'Immo own. mower Omar • S : 1. ■ • S. • r I 'pp irk PP 4111M11MI 0 A GA -4 11111 U - J - A ( . 7 wwwiewo we rm. wow go= mon = wo i e•M "6, \\-\'`‘',,,,,,`• \NNW 0 •■•••••• 0 $#•.! , • 4 ; • r.• • * .' 4 , T.. • , • . , l• 14 " v Pp. 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FOR MALLS BETYIEEN O A#10 600 PLY, ANCA4OR BOLT SPACIN6 HA4S BEEN DECREASED BY 1/2 WE 2x Mr5415r146). 5) PIIIAMIN6 TO Or A MAXIM.I4 OF 16 IN (*10 141) 04. FOR SHEAR MALLS I N 2. 6) PROVIDE NAILING AT INTERMEDIATE SUPPORTS THE SAME AS EDGE NIACIN& IN OMAR MALLS THAT USE WC (SHEAR MALLS I AND 2). 11 FOR *CAA MALLS 2, 1, 6, AND PAM.. JOINTS SHALL BE OFFSET TO FALL ON 12IPTERENT FRAHM* MEMEICRS OR FRAMINIS SHALL DE 9" NOMINAL OR THICK'''. AND MAILS ON ZACH SIDE SHALL DE STAIMMIRED. SIM IMMO 1.1111/111110. . .... . . -•" ' ; , . . 1,,,, . , - .4 i ,4) . '.'"i ' .■ }4 ' ' '' 4 0.: . ' '. C ' 1: 1, A ..„. • • 1 , , , . • 1.0 , _,_ I, 4 . % ap t,' I r' ' 1 1 w w•ii s: r. t . 4., • 1 . ... , n e.: ,, :.... ' lir- f.„, * 4 .• , , Lkli 4 s -0 . • if ; . , • P '• . - o... ,.. ' ' ,;# ‘‘ $ . '... P , • • '„ •,. ., .: %iv: •.,• ,, . I 1 • MORAL, 1W1 WIRY 11, PLL *SOW MALL.) A) IVR RATED SHEATHIN6 PAWLS, SPACE NAILS • 12 IN (305 P4144) O. ALON6 onotropiAre ram.*** mascots. 9) BLOCK ALL PANEL WOES Y41114 MINIMUM 2x MI MM) BLOCKIN6. C) APPLY NAILINII• TO ALL. STUDS, TOP AND BOTTOM PLATES AND EILOCKINO. D) riptAmtes TO cc A MAXIMUM OF 24 IN (610 +v o. E) FASTENER!. SHALL OE DRIVEN FLUSH M41114 SURFACE or SHEATHINIS. 1 POILOVIPE 90 LOCKINS LNG THE SHEAR MOLLS AT TIC DIAPHRA6M5 TO ACCOMMODATE THE BOTTOM PLATE ATTAC•HMENT. 6) OPPOCT PANEL. JC71NTS ON EACH SIDE OF MALL MINIMUM OM S1UD BAY. • *. ' • • • , 44 •e` ." *****v r - tt • 4 ' ;1 ° 4' I I'S ' •*. S . ‘4 , 4 • 't*, MOM MIL NMI • ▪ • fit 5 4 4. .•. . • 4 4 4 0.7 %0 f i.' • • ,. •%•,' ,,,,• i ' 1 • •••• 1 . 4141k0 ' ' . . , A . • ,, .I t •‘• .. ..., • ‘ 1. ,.. . ' -. '. a 1., ..., it 10, I ., ti ;•.k d • C ' . . : , *P ..,,, ' • . 4 • . At .,.'■ • , ' ' 1 * ..0 ..; . • • 4' • • ' • • ' • '0•1•1 • • N •• S ' 120 5 5 5 44:,„ 6 it ‘. • O• • tott ' 1 • 4, • • • • A PP • • A 4 • IIF r'-'111111N111tEAMMItIllii=111. IMMEINIIIIMI Mr lirn1111111111111W11" I Oillitir IIIIMENII 9• immemili allillin NE klAllim:rammeetsr 'bp MIN ai].- INEEMIL:20111111 Mill11111 NIG' 71111.11111111 *''W;L: MI" IIIIIMENIMIIIIMAIII LrM MIIIIIIIIIII IL. —.4.111111.111BILIINiNMEZ2/0111 MI . • INEIAIICIIN V To abitiP DOLT an' wormiummerrommlim' or am= SOLDS1411 11.4 •7.10.1* TIE HOLM* IIIMPOON 2DCII CAITALAS ••■,.•••■•••••••*,■••■••••••••••••••••••••• • BE I =II IIILOSS INIUNDATioN LEVEL TY arm' Lavas HOU:70M , rove CK. M6T46 WOLDOPIII HMIS sHeAR MALL SHISATHIN6 In- de 0) 6d • 1 1/2' 6d • 7/16 RS 10d • 6 7/16' • STUD Tyre ••■••••••••••••••••••■••••••■••ft VIVIIHMOMINO god OM 516 5/6" • 64 VVAVO••••••..•••••MVOIV.•■•-••••■■-....11• 4 164d EA 46 1641 EA I • Wet ANCHCM. I Darrom NAIL*. DOLTS I PLATE (IN 00) ON OC) (IN OC.) PPP PI• - IN SPOONS 5 4 5 . . ,•••.■•■••■•■••••■•■••■•• FASTENER TO sirup • ICk:1 116a1=1111 ULMII:=111 TIE DETAIL KIPS ' 14114913111. 121 rall110111 234 [EEO= Kr - 5.50 S. OMUMNIirk,D.1=. 5.60 2.01 1.65 EIEI 16d • 2 A95 • 12 •4/12-64 1641 • 2 — A95 • r4/12-ed 4) . 4 2-16d • 9 2-A95 • 15 -6d • sa • 2 2 • 12 rt/12-6d S. • 2-16.1 • 2 2-A95 • 6.42 514" • A 15.50 MNE RAL WPM A) MININVM CONCIRE'TE commeatve smeNoTH To 15E 25 K51 (11.2 MPO). 5) MIER TO MANLIPAGTURERS' CoATAL.0.5 FOR MINIMUM DISTANCE TO FOUNDATION COMM C) REFER TO MAMFACTURERS' CATAL069 FOR MINIMUM BACK1N6 14115.eleR SIZE. 17) REFER TO MANUFACTURERS' GATAL.0465 FOR. ANCHOR BOLT emaeomagr DEPTH. E) FOOTS AT NOLO 2X 41 4X (now( 64rrenX) *2 OR BETTER 6X ( 140minX ) _ _ _ OR 19E11ER r) 'THE ANGHOM Tyre HOU:VMS AT OTHER LEVELS SHALL HAVE A PAIR, oe AIDOVE AND ONE WUXI, T' Sy A THREADED ROD. 6) USE STK:0RJ FOR 5T06, STHDIOR..I FOR STHI710, AND STHD14RJ FOR. STVID14 MERE RIM JOISTS ARE INSTALLED. 01) NE SW FASTENER FOR s-n4os SI4AU. ea 164 SINKERS. (I) MINII4JM STEM MALL TO Se 6" AWE FOR 1-STORY BUILDINOS, 6" AVE ElUILOINOS NAVIN* 2 OR MORE swims. MB& 1111111111111111111WIIIR 1 11HIA lt PALL SCHEDULE 0.45 0. R1MMLK. TO TOP PLATE (IN OC.) 04P) 16d • 12 led • 6T 16d • 6 * A95 • 92n/12-64:1 16d • 5 A99 411 24 p4/12-641 I6d • 9 AM • 16 14/12-6d root, 5r HAILIN6; OD FOR *YPSUM BOARD; R5 FOR APA RATED SHEATH1N6 IR III 11,1111011111/4 NOTES 0.10 5, 6 Oil 0..25 1 0.60 0.40 5 , 6, I 4,1 1 1' • • • 1 116 . • I .0p• 4. , • •”, •• • ( n4 • iPs-44 .0.4: • 4 4, • MP) SCALE i V4 is • 4,4 • • IPLOOD OT [11C1170 STTlidAL NOTES I. LATERAL. ANN,X919 P M LOC, METHOD I. SIMPSON STROM TIE CONNECTIONS MR CATALOd 0-20070. 2. MITTEN VIMENSIONS TAKE roteczonce OVER SCALED DIMNSICNS. . BAIC, PIMP SPEED • DO MPH EXPOSURE CATAOORY • SEISM WOE • 4. TRIBUTARY LOAPIPO, ROOM 200 DL • 2910 U.. • 4 191 , TOTAL FLOCIRs OP PL. • 401 LL • 5 1 I P TOTAL. PALLS OP OIL • go l. TOTAL 9. ALL FRAME NAIL** TO SATISFY CHAPTER 29 INC. BLOCK ALL F010017 ISMS. ALL EXTERIOR SEAT,* *MLA, PIN 10d AT 6' O. MOW ANP 04. MLO) OLEOS 14071!0 OTHISIWISE. rim 6. eine 1:015011:11 1111,11AP HOLD 000,4 LOCATION • amnia 5I= MOUP POV1N LOCATION MOTE* 1104A* MALL LOCATION • • 5 I 4"» ; 5 ,1 • • • i.- ;# '40 ' .. ' ..t° ' * • ''' si ' . - - --•-• :- -.44 1 g ••' • ' •- 4- •- '41I ...................................1mr.o.-.14111.4.4-4•Ormim.1101•11.11...... • • I 4 .4.4..11.110 NW. • 44 5 1.5 _J 1. FOR MATEPUAL STRIENOTHI, PLEASE SEE SHEET el. 0. rItovace 2•aiNmi• mac $IM MAISHIR AT ALL ANCHOR SOLT LOCATIONS rem mon L, SEGTION 1 0061.12 5 - P . le • •• t. • p 4. 10 6 • • P • I. ••■ . s 4t , fr ' VA * , • ? ' . •I4 ' , 11 t • . . • , . ' ' 4 'II . I are • 4' ).'' •' ' i . ...% ,• „ ., - . . . • , 1 • I: ••• • al. M4.1.$ MTH MEN= THAN 000 Pt.? NIMOJINE A MINIMUM OP Ss 1111414.11 AT ANIUTTINIP PAN& 1"DOVO ARP SILL FLATUS. rat nous selIVEN 950 NO 600 PLP, ANCHOR DOLT IPACIWi NEN L PM01111112 C LATI 17 OMM OCC445, PIAC STO I! W LO PO POP* 110 01:0110kee co ta 2x MEMBISRS). LOC TABLE 29-2-414-I. 10. AT AL MOLE STRAP REGOIREP, PLACE 90 THAT END INTIM G. IS r 144T 011. OP HOLD D014 SY IN MOM GOMM TVPIC.A.. MIN A II. AT ALL RidlUIREP MOM, LC/CAMOND, PLACE STRAP NOLO POW 90 • v 11AT qr. OP HOLD pp IS 1-1,2" CUT RICINI MOSE OP WIDOW 111111GAL. , Of 7, joitA jopplvE mod A =az STRAP IS REGUIREP, PIACI W IIIIAT RIP STROP 4, 16 HAY RI,. MOE OF OFDINO, TYP. ... AUG 7 n 12. AT ALL 1111:411$1113, DOOR LOCATIONS, AIL,LOS 1-112° T 0 !MVP S LA V , c. u 2003 DOM .0 MOW 1110, MOON IS 3.4a" FROM P OOL EMIT ON . TOSS AWN. l• MR DOOR PRAM POEN ADM? 911110P IS »' - "4" `i!; PLACe 110 114AT eV SWF 4L is Mir It4 MOM MON 01 rem -/ , N -• Nry .1111_ 1 7 2003 pawn corsoi ,%410.111 L •41t * ":" • . • 1 44 •••• 1, • • t •• • ' • ' tz *44 ' •••••,..0.4t •••• •sw. D03-210 44; •10 • 4 .11. . os. 1r .4 ,,„„; ' it :". '1 k 'sv 4 ' - 4 /4 ."' 16,,t . . i: -46...„4 air '.., 4, '' S 1'5 dt• 4 P 41» • 4 I. t ' "V 55 4 4.; .5. 6 2 ;•• - • • File: D03 -0210 35mm Drawing #1 Inch vie � il i iii I iji I ili 3I I iU iii l I-1 I I 4 � I � 5 I � I I 6 Si TY i i M 5 L b6 E6 Z6 i 6 U6 1111111111 L 5 E Z L 1 ( III�IIII I SITE PLAN SCALE : I" =10' LEGAL DESCRIPTION LOT 1 OF ADAM'S HOME TRACTS VOL. 12 OF PLATS, PAGE 90 RECORDS OF KING COUNTY R1:« AREA OF SITE: LOT COVERAGE: LOT COVERAGE: S W- 55 - GAS LINE SEWER LINE WATER LINE — STUBBED SEWER STORM DRAIN - - DOWNSPOUT NOTE: THERE ARE NO SLOPES OVER 4.00' HIGH THAT ARE GREATER THE 20% !rev ks ailment - ',�, , A`- the 1'�. bli n�z:>n� icy~ conformance � standards. with current :�cs:.:�it :e. i ,,,, -�, subject to errors s Which c{1 a(), al..r.ElLl�r7 �' and; ced standards (.1 �" violations of :he r c F'E }Cc's, The responsibility.. designer. Additions. deletions rests ro��;�l�lry with the: deletions or revisions to. these drawings after this date will void this ac, and will require. a resubmittar. of acceptance for subsequent. a PProval Fevased, drawings . Final acceptance is subj the Public ect to field inspection b = Works utilities inspector. By: • 6 505 SF 1482 SF 22.18 125' TO EXISTING FIRE HYDRANT (NOT TO SCALE) S S S Vet" DRAT CASEMENT IM S so 15.00' N 88' 09' 02" W - --- L._ LOT 4 '6 SHOWN FOR CLARITY 100' UTILITY _EAtilEMENT S , \` \,\ 5' • ID' JOINT DRI E ABEMENT r \ S -- 192.18 , N 88' 09' 02" W 111 I I 1 1 111 I I 111 111 I I X11 111 III I 1 I I 111 111 11t 1 1 111 111 111 X11 111 111 III 111 Inch 1/16 11 I I 2 I ' ' 31 ' 4I 5) 6 - WESTCOTT Since 1872 91' L 8 6 U6 CI Z6 H. 06 9 9 Z I I I II �IIII I IIII�IIII I IIIIIII 1 I 1111 �IIiIlIIi1�IlI1IIII11111IIIII1111I11111 IIIIIIIIIIIIIIIII IIIIill�llllI lllllllllllllllllllAlll S EXISTING SAD' CONCRETE SIDEWALK 229' S W I • I z I 1 90.4 swoon 11' -em 22.60' N 88' 09' 02" I &e0' DRAINAGE I EASEMENT — 't --- — — - - — S 40.00' BAL. ; S t -�- 3000' B. GUTTER DRAIN CONNECTION G— G / I I 1 I I II I I Fri I ill 1 . \, S S ,TH 150V STR E \\ CITY OF � F;'' ''I :�sl .'v i� FA J Q1 2 0 ' „, "3 s, a; s.. QjtleT EXISTING POWER POLE RECEIVED CITY OF TU7<W!LA JUL 1 7 2003 PERMIT CENTER 0111111. VIMNO