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HomeMy WebLinkAboutPermit D03-279 - QUITCO RESIDENCE - ADDITIONQUITCO RESIDENCE 4430 S 140 ST EXPIRED 10 -30-07 D03 -279 ....ti.�e'+.'Ei:G¢sr e.iL.o:w�..:..:::s.�..r.2 .1..::�,,,atLot:.:F.: ;• `'11.W;;.w:= .L,.a:ar.}..�..... 'd.l.�.::!<„i: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7347600515 Address: 4430 S 140 ST TUKW Suite No: Tenant: Name: QUITCO RESIDENCE Address: 4430 S 140 ST, TUKWILA WA DEVELOPMENT PERMIT Owner: Name: QUITCO RUFINA C Phone: Address: 4430 S 140TH ST, TUKWILA WA 98168 Permit Number: D03 -279 Issue Date: 12/12/2003 Permit Expires On: 06/09/2004 Contact Person: Name: TONY AZARES Phone: 206 246 -4185 Address: 4430 S 140 ST, TUKWILA WA Contractor: Name: OWNER AFFIDAVIT IN FILE - TONY AZARES Phone: 206 246 -4185 Address: 4430 S 140 ST, TUKWILA WA Contractor License No: Expiration Date: DESCRIPTION OF WORK: PROPOSED ADDITION TO EXISTING HOUSE. ADDING 1108 SF TO FIRST FLOOR INCLUDING: RELOCATION OF KITCHEN; ADDING 798 TO SECOND FLOOR INCLUDING: 3 BEDROOMS AND 2 BATHROOMS; ALSO ADDING 140 SF UNCOVERED DECK. Value of Construction: $ $177,387.00 Fees Collected: $2,614.91 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 7 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Profit: N Water Main Extension: doc: Devperm N Private: N D03 -279 Public: N Non - Profit: N Public: N Printed: 12 -12 -2003 .: yit:. w1C1:4i'143"44 r, z I - w Ix 2 6 00 N D cn w J H U) LL w u- Q En =d w Z = i-0 Z t- 0 O — O H W W .. z W O ~ z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Water Meter: N doc: Devperm ** Continued Next Page ** D03 -279 Printed: 12 -12 -2003 City of Tukwila Permit Center Authorized Signa I hereby certify that I have read ordinances governing work The granting regulating co Signature: doc: Devperm Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 - 3670 and examines this permit and know the same to be true and correct. All provisions of law and ill be complied with, whether specified herein or not. ture: D03 -279 Date: /2 �2'�3 not presume to give authority to violate or cancel the provisions of any other state or local laws erformance of work. I am authorized to sign and obtain this development permit. Date: Print Name: h Z arit 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. Printed: 12 -12 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7347600515 Address: 4430 S 140 ST TUKW Suite No: Tenant: QUITCO RESIDENCE PERMIT CONDITIONS Permit Number: D03 -279 Status: ISSUED Applied Date: 09/08/ 2003 Issue Date: 12/12/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: 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). 4: 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). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: 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. 7: 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. 8: 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. 9: 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). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: 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. 12: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 13: 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. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. doc: Conditions D03 -279 +.� M' Printed: 12 -12 -2003 w The granting of regulating co stru Signatur Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 rmit dt es not presume to give authority to violate or cancel the provision of any other work or local laws or the performance of work. D03 -279 Date: Printed: 12 -12 -2003 Date: Dec. 5, 2003 Project Name: Quitco Residence Addition permit application Application #: D03 -279 Plan Reviewer: Ken Nelsen, Senior Plans Examiner The following comments are required conditions to the subject project plans. Rfi Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 z BUILDING DIVISION CONDITIONS ~ w .� o O 0 O w J � CO Li_ w w? CO a = W _ z � zI- w D o U O - O H 2. The walls perpendicular to the above noted alternate brace walls are also required to = 0 be braced. Standard plywood sheeting will normally accommodate the requirement t— p: when the sheeting is uninterrupted for 4 feet at each end. Brace wall sheeting must " . z be installed and nailed directly to the stud framing. Co cn Because the proposed wall construction includes a 2 -inch thick layer of Styrofoam z insulation between the stud framing and the plywood siding, the wall will not comply with the Code. However, the interior drywall could also be use for shear if it is blocked on all edges and nailed as required by U.B.C. table 25 -1. Another method would be to nail 3/8 inch thick plywood directly to the stud framing, then install the foam insulation over the 3/8 plywood with the siding over the top of foam. • Revise the plans as necessary. (Please note that the interior drywall option may not be used for the alternate brace wall design described in comment number 1 above). 3. The new North and West exterior addition walls are each greater then 34 feet long. U.B.C. Section 2320 requires an additional interior perpendicular brace wall be provided for walls exceeding 34 feet in length. These interior walls may also use gypsum wallboard shear nailing as described above or the 3/8 plywood. Should there be questions on the requirements, please contact the Building Division office at 206 -431 -3670. Some of the alternate brace walls shown on the revised plans are less then the Code required 2 foot 8 inches in length. Either the plan brace walls must be revised to accommodate the required longer 2 foot 8 inch brace walls or the shorter walls must be engineered. Also keep in mind the brace wall may be located anywhere within 8 feet from each end of the total wall. Site Address: Tenant Name: CONTACT PERSON E -Mail Address: CITY OF TUKWILA Community Development tartment 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 ** Azad S /Vd � Property Owners Name: RUT' 11 Ar ( 6? l f CO Mailing Address: Lf et- 0 - GS [4o S : To( City Slate Zip Name: S Mailing Address: 44.3 — S 141-0 GENERAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: **Al original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: Zip µ IA ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: \applicationslpermit application (3.2003) 3 /2003 k I P Page 1 Building Perm To. Mechanical Permit No. Public.Works Permit No: • IP Project No. (For office :use only) King Co Assessor's Tax No.: Suite Number: New Tenant: [] .... Yes ..No ( z')c, .2460 -4 I A Day Telephone(2. OCv) q 2 - (U b3 . TUKtv11,A WA C tS (68 City State Zip Fax Number: City Day Telephone: Fax Number: State City Day Telephone: Fax Number: State Floor: Zip City State Zip Day Telephone: Fax Number: J BUILDING PERMIT. INFORMATION 206- 431 -3670 'Valuation of Project (contractor's bid price DOC , Existing Bu. ig Valuation: $ Scope of Work (please provide detailed information): 0 U5 A'P ° l T1 U /J '-d K I T V .1 G c - recta - cc-mac pc- FtcAri /'.J t C K f4 L D C vO l J AV 5 'P� 101LC�orv1 S o - � � 7 1 F54,14 P-(7on4 5 DtcK - Will there be new rack storage? ..Yes 1X1.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): q 7 (o-3 Z Floor area of principal dwelling: 2 / (063 , ( o 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: 2 Compact: Handicap: Will there be a change in use? O ....Yes ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O.. Sprinklers ID _Automatic Fire Alarm [J..None D . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes 183..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. tappliemionstpermit application (3-2003) 3/2003 Page 2 Existing Interior Remodel Addition to Existing Structure New Type of Construction per UBC Type of Occupancy per • 1'r Floor 757' (2C (, 10 3 r .; ICI 0 Woo► b OQ t U � BC C F- 7 �F ,.2n° Floor 3"' Floor Floors thru Basement Accessory Attached Garage Detached Garage Attached Carport Detached Carport I 0.5 �' `-� Covered Deck I Uncovered Deck (4 0 U 0 0 BUILDING PERMIT. INFORMATION 206- 431 -3670 'Valuation of Project (contractor's bid price DOC , Existing Bu. ig Valuation: $ Scope of Work (please provide detailed information): 0 U5 A'P ° l T1 U /J '-d K I T V .1 G c - recta - cc-mac pc- FtcAri /'.J t C K f4 L D C vO l J AV 5 'P� 101LC�orv1 S o - � � 7 1 F54,14 P-(7on4 5 DtcK - Will there be new rack storage? ..Yes 1X1.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below 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) *For an Accessory dwelling, provide the following: Lot Area (sq ft): q 7 (o-3 Z Floor area of principal dwelling: 2 / (063 , ( o 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: 2 Compact: Handicap: Will there be a change in use? O ....Yes ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O.. Sprinklers ID _Automatic Fire Alarm [J..None D . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes 183..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. tappliemionstpermit application (3-2003) 3/2003 Page 2 PUBLIC WORKS PERMIT INFORMATION - 206- 433 -0179 Scope of Work (please provide detailed int. nation): Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue 0 .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: \applicatianskpermit application (3.2003) 3/2003 Please refer. to Public Works Bulletin #1 for fees and estimate sheet. cubic yards cubic yards ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line •I Call before you Dig: 1-800-424-5555 WO# WO# WO# Private Private ❑ .. Highline ❑ .. 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 ❑ .. Work in Flood Zone ❑ .. Storm Drainage Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Page 3 ❑ ...Renton ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " Day Telephone: City Day Telephone: City State Zi Stater" p .. Zip :l Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <IOOK BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >IOOK BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 2 15 -301 -1P /1,000,000 BTU Suspended /Wall /Floor Mounted Heater Co Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood f 504- HP/1,750.000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm /Ind MECHANICAL PERMIT INFOR'' 'NATION — 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: city state Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: 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 ....0 Replacement .... 0 Commercial: New .... 0 Replacement .... Fuel Type: Electric Gas....E Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERT Y T I HA READ AND EXAMINED THIS APPLICATION AND KNOW TIME SAME TO BE TRUE UNDER PENALTY OF ' ' ]U' Y : THE L WS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O% ER OR A Signature: Print Name: TUN(.'f A z- A a, Mailing Address: . v Date Application Accepted: \applirauonst permit applicaaun (1•2001) 112001 [f ZED l ' • 40, i .t1 Date Application Expires: Page 4 3 -day Day Telephone: City !h' Jr ^ ..=',Y.* N40`e,+. "v;nSC „.:�n� Date: (2 69) 246 -4 s • cv (4 State Staff Initia Zip Projec (),1 11( r7 R.c S Type o Inspe L n: i (�er / &.-J3 `'' Ad r s• L�L 3v S 1 L IU S4 Date Called: Special Instructions: 1 ``2-7` %s - 7 6 I/ Date Wanted: 5 _ 3 - c `) Ca p.m. Requester: P i n . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7C7 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: N Date: 4/ 58 e 0 REINSPECTION FEE F QUIRED. P for to inspection, feeFnust be pt"d at 6300 Southcenter Blvd., Suite 1 Call to sechedule 'einspection. Re eipt No.: Date: , i•'a r .k.aw��iSeEi:::ir + =i z CL UO U) W J f U) U W 2 � d = W z� ZI 0 O • N O 1— W I H Lt. O W Z U = O~ z Pre t : Type of Inspection: Address: L-(L(3 6 S )(40C-1 Date Called: ___.. Special Instructions: Date Wanted: 5 , 73 -- 07 cap. P.m. Requester: Phone No: 7 ' D — 7 6 5 — — 5 — 76 "/ ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSP Approved per applicable codes. INSPECTION RECORD Retain a copy with permit ❑ Corrections required prior to approval. C• NTS: _- / Gvefff s — 4 AA, 8.00 REINSPECTION F REQUIRE aid at 6300 Southcenter lvd., Su)t R¢felpt No.: Date . Prior to inspection, fee must be 100. Call to sechedute reinspection. Date: - w,.,... vrt• 1, 1}''•/ a,'+ t..: vxt di+: �ta�y:'. ft�c: 1.: i:' r,' i��,' n: i�� .'s�:�.>:.::�%�'t. i::;i,` >:::. COMMENTS: / / C �v Type of Inspection: 4o �� j .et," ‘ 11 Address: ,� ��,/ Lg 7 . ,,/, 7k h pi 2) /'- ,1 P -''c 4 72, , Pk . (J 1 . // c �,S _. Requester: 4 J / 1"-° 1 A IF � �S� t, / 1 Phone N `7� 25- ./� 3 w _- .,0(A: ��� .>% Q2-_ p 5 - c 54_, ; >6 S — /l1 /i Yy 7 -� frz► ivy kl, /' // 1 g''t> GLl I-- lac d,4.. te,vS ;GI .449,/ yoofr2, 7 1 ..� //,' /, s 1./` g:b., 5 • ok i1 t ,, .l,,,/: . _,_.. ..,'1 '9 Project: I 62_, -� Type of Inspection: 4o �� Address: ,� ��,/ Lg 7 Date Call d: pi Special Instructions: Date Wanted: 3 -2o --c p.m. Requester: Phone N `7� 25- ./� / �`"-2 J D Approved per applicable codes. V, INSPECTION RECORD Retain a copy with permit ME INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Corrections required prior to approval. Inspecto Date: El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: } :Jiw4j� a�5JAj1�{'r? {1Y COMMENTS: J� d� t . / Y-) A < A I 44-41 Type of Inspection: f >/iv'g 2 F -, / /tii'Lf � v „s 7 �i'�� 1 Date Called: J 0 / cp' _..,J ” Special Instructions: / 14 A rrC � i 0 Shiedr L (_I 0 I � p 4 Date Wanted: A/ L 7 t.. p ;A- - 0.1 / r 41 7L iw in . Z-j- v 9 m. /70 4 / v e/7.0 I ! 1 ,.;a (7z.4.-1.-,r G.� 7 �. 1 , , /., l" -;' L/' f be. 4( L- / , . 7 G �,,, /.//' / � 1/J - 7G // 2 37../A., / I Y t , . 5 /`74 / r' b^e-4, £ '4 / r ,'j 1' 4 1 ~-( ' // V ` v k/ / 1. 2- Z2 0 TXd�..�: 131, � 1 4,1/2- t t /� .3 !'_. - 4 ' (,t r`L,c. c., s• n d I f. ! ,7 „) � / -jit. ,r .0, � ! / Il i ■ /. . ,P /..1t ., f et. , - ProJ t: l 2 / / /7O , �� Type of Inspection: f >/iv'g Address: 4*_.? 0 ,..5 / Si' Date Called: Special Instructions: / 14 A rrC � i 0 Shiedr L (_I 0 I � p 4 Date Wanted: . Z-j- v 9 m. R equester: Phone No: 7 '2,- 7 - 7G // INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. Inspector: Date:, 7 (1)-) 6 '70 e L 3 -2 7.5' G{� PE T N (206)431 -3 Corrections required prior to approval. IT $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Type - o Inspection: ' f II ii ...L1/�t.0 j d e4,4; tt) let, 1 % /-�,r' ?CI r ► <— %/'./ Special Instructions: 1 *1S� tel SAP 1W e , �� �1 , 4� ✓ dP S e y2 e.% i e - 7-s-./ /r_.r'.r, ,.,e.,G'_- Requester: ( ‹-eV\ 4 /^e „ y'^. 5 , ,. .. . // i . .6 /77 i ," //.� 4 ,,! /% ://G9,J -1 t /, r, i z4n/7ei ,A -41 J /c' 4 •2.,, // ` ' I f.. �•,' ----( - %,, ti✓/ 1 4i -. ✓! /C 5 ` f , 5 hi - /-fG�' // -4/1, i/Vr4( Proje ( -lit -, 4-L 0 k Type - o Inspection: ' f II ii ...L1/�t.0 j d e4,4; tt) let, Ad dress: t �,. + Date Called: Special Instructions: 1 *1S� tel SAP 1W e , �� �1 , 4� ✓ dP S e Date Wanted: Au c . ra.m. m. Requester: ( ‹-eV\ Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Inspect°, Retain a copy with permit /?F/40S INSPECTION RECORD 0. 06)431 -3670 Ej Corrections required prior to approval. Date: LI $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: / \ i 1 Vv / !X2 r Type of I spection: )� 1 1: 0019- �' >AX , l J✓1 Ad r s: / Date Called: Special I L ate Wanted: 131ns" 'arn , {p:t�i Requester: I on . Ph ne No: _(- 04) Rq Ds -- Ioc) INSPECTION NO. ['Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 `orrections required prior to approval. COMMENTS: ....�..- k 15 Ouk.'(‘ t ; .1 s U F tt(NA, -Lkp «- 2it imp km f kn./1‘ 4 r: f w 4 11 «a L a Inspector: 1 Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: Type o�.lnspection: Date tP / e ?/t0.5 — "• A (p a I S Specia z-{ 9, - Date Wanted: / a.m. Requester: —17)/1 " �� r��I r ■lti t ,. ,n 'k e i Pro t: t� AZO, Type o�.lnspection: Date tP / e ?/t0.5 — "• A (p a I S Specia z-{ 9, - Date Wanted: / a.m. Requester: —17)/1 " P N n CD & 9 6 /-/05 -- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 )431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: Date: 0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: COMMENTS: '' Type o nspection: y f�•viti l tA Ad/d4ess• - / 'v Date Called: Ifl I C. UJ i � '21 t-,L-- i4 II . r 1 t /A V. 'f ' V 1 ' W /-• 7'Y (E' CA' t , c :� V1 '. C _ t 4 ■N1 -\-- «, 11(- ,u._.. - ,: p � L Re ue r: 1 ovAca 1) L rke,-- . 1Q 1 -, -,....- . . - ' - r--.l /. V1,1 _-r- Phone No: . Phone q 2 _ l Oc ._ At,)'� v y ! '••• j - 7- (2.45 Pro' l (A 1 4 7 (Re. S , Type o nspection: y f�•viti l tA Ad/d4ess• - / 'v Date Called: Special Instructions: r) V\ l C(v6 e h) Date Wan t � 3 t 4 1 Zoo a.m. p.mr Re ue r: 1 ovAca , V1,1 _-r- Phone No: . Phone q 2 _ l Oc ..1NSPECTrON NO. CI TY'OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit { Corrections required prior to approval. Inspector: Date: 'l I El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: z `~ W 3 00 y 0 Lu LU � u- W 0 u_ u) d W Z r- � W 0 N 01- W W - IiI z U= 0 ~ z COMMENTS: Typ of Inspegion: rj 4f it A Pe s: M So . fyot i . 1 5 )0491r4r / c in ( L1165 ....,. " / ` l e . 0 � ,la II /t./• !T2) 4 1 1 2) 6,4f 5 /..4.-71 r. !;-.., ttt.t"" G97..t.a.-, 9 -• A-/,' / lA.., ( , & / / / / ' i 2 r e l2 j 1 ) (.47 f.::;//il-e t.,,e / f.,/,-/- 4-, Z 2 1 0_, 4. .6 .p.- it e . Pro ct ,t,i-"--6 - Typ of Inspegion: rj 4f it A Pe s: M So . fyot i . Date Called: ( L1165 ....,. Special P ecial instructions: e(-eetA Cie 3� 1 0 , 24/1 • �� Date Wanted: / ar I " /" P.m. Requester: -�~�-- Ph fie N (Qtol d.. 112 -- 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. . (206)431 -3670 Corrections requirgd'prior to approval. Inspector Date: f -� � —0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be M paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z W 174 � 00 ND cO co u W O } J u_ ac tn = W Z = Z W U � O — O H I 0 W W P- Lu U = O ~ Z COMMENTS: 'Type of Inspection: 44A aii) .., 1) 4 J,,, 7is ,) -7. Address: 4 --/- 1 -/30 .So . Jye ; bvti 1/ 5 4.ilfl.. /4 -r /I 7` ,,, / ; y'. ' � f .�t.4. 1 Date Wanted: '+ — 1 ((/O5 a r r p.m. Requester: ' ( kt/j .) c- 3 2. C/ (1 7./ Aid A" "'lc - Pone _ �V(,Q No: "' 't,/ r 1 II t 1- (17..44.1 G? /.I h ) 2 k) 7---- t--" KO,' .C! 4 — ..17 ok 7, / 2 / 0...0 , YTA..f frt .� i j (4 ' s 7 -- - ,,,„ ,.,/,,9 � 1. 4 ') 1 "9 41- .74.14/2"),) fc",,:k 4, i hte , ,,,),,,..)/7- .herf,f r .I .-,✓1 /,t. /�, , ii-, /`c.,t,ed Pro ect: R 1 , cLtM Ib of n 'Type of Inspection: 44A aii) (Lid. Address: 4 --/- 1 -/30 .So . Jye ; Dat6'Cailed: 1 Special Instructions: 2 f I � ./v" _ Q JeL,0 l th 1 1 ' Date Wanted: '+ — 1 ((/O5 a r r p.m. Requester: ' ( kt/j Pone _ �V(,Q No: "' 't,/ 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 (206)43 1 -3 670 EI Approved per applicable codes. Corrections required prior to approval. Inspector: // Date E $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.. Receipt No.: Date: COMMENTS: I) 1:51'4 if/2/ 57 0 / c.f.-1-4 — 1) a. / ek , " (r2 ( 'X / dd -,, refs, ,--,/,‘ .0.,-,, h tec , / ce i ? -, 14 ." e'--t 3) /I), -. 4 hf..e.s 0,1 e 607,0--3-,_,•-../ Sr.,71e Ax." f rc■-i- , -/..---/ ,e' ro r/VS W/ / .0(e. fre:_, 0---/■7 .. .5e-r-r 7 41z-ke ,eri'.--6.:" -- 77.--L-• <- 5 e ,..4.0.-to -., 7 4.- h ,11-7 i7/e( ,, . _.. , ■.fr_7../ ilia t-, 7 . tiv/Ve /4-4.9 s r' - 4 ,--.." t.//i.-7/0,-;/. Project: Type Dnspection: ( W4.1 /..../1_, // ific 7 Date Called: Address: g c50 Pe Special Instructions: Date Wanted: / e".; Requester: 7c947 Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Ei Approved per applicable codes. Corrections required prior to approval. Inspector' INSPECTION RECORD Retain a copy with permit PERM NO (206)431-3670 Date: El $47. 0 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4;;;E. taRtn''.;.54"6.147.;xC42,:t' Proj ct: ��/� LX '(- (--- l iJ_ i T pe.of ff Ins ecti n: � \ r �1,A f !) f �- - L ,� f Ad 1 Called Special Instructions: ett c Date Wanted: ' "rTii- :m. Requester: f, A ,Vt/ tv L .� co � Phone :�" i'-- INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE (206)431 -3670 pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: -o T ,.- ---A p '•2 .00 REINSPECTIO FEE REQU Date: . Prior to inspection, fee m st be aid at 6300 Southcen er Blvd., Suit- 100. Call to schedule reinspection. Receipt No.: Date: z =H • W 6 J U U N0 t/)W u. W 2 J u_? co O =W z F.. Z F— LU • W U � N 0 I— W W H r- W Z O ~ z Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 7347600515 4430 5 140 ST TUKW QUITCO RESIDENCE R03 -01481 SKS 1165 RUFINA C. QUITCO TRANSACTION LIST: Type Method Payment Check Description 1019 BUILDING - RES STATE BUILDING SURCHARGE RECEIPT Account Code 000/322.100 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,435.05 Current Pmts 1,430.55 4.50 Total: 1,435.05 D03 -279 APPROVED 09/08/2003 1,435.05 5574 i2/15 97:16 TOTAL 1435.05 12/12/2003 08:39 AM $0.00 Printed: 12 -12 -2003 3. 4a'.' i :+x;•kwcu:.>:rJ3:itii�du�ati:.:ST • Y..�ir•..e.Y�l` ' �. 4: i1A, l.' Y: iJLw .d++.a:ixt.L..A.:riril.+wu.w4.. .. '^- •rawv..:xW tL+. ��. 1+ 4Ar+ X+ lo0.ro.' 7�. 1fMM 'n.M1*p...H.rv:a.FF.vu.a.:..:YY a- lNtla.r..eaw....__�.. Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: Payment R03-01094 SKS 1165 TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt 7347600515 4430 S 140 ST TUKW QUITCO RUFINA C RUFINA C. QUITCO Check 1003 PLAN CHECK - RES PW BASE APPLICATION FEE City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Description 000/345.830 000/322.100 RECEIPT Account Code Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 1,179.86 Current Pmts 929.86 250.00 Total: 1,179.86 D03-279 PENDING 09/08/2003 1,179.86 09/08/2003 11:38 AM $1,435.05 Printed: 09-08-2003 %.■t,,;.1.■At Tony Azores 4430 S 140th Street Tukwila, WA 98168 February 27, 2007 Subject: Final Structural Inspection Quitco Remodel, 4430 S. 140th St., Tukwila, WA Permit No.:.D03 -279 Dear Tony: The following information provides the findings of my final on site inspection of the above mentioned structure, based on the most current set of plans approved by the City of Tukwila. The on -site inspection was performed on February 7, 2007. The final on -site inspection addressed the following specific areas: Gravity members, Shear Walls and nailing spacing, Roof Trusses and roof Sheathing, nailing spacing, Floor Beams, Floor Joists, Fire Blocks, Hold Downs, and Metal Straps. Based on my experience as a Professional Engineer and formal design knowledge, each supplemental works that was specified by Engineers on record was inspected, implemented and accepted. Each section of the structures was now adequate as constructed per IBC Code Compliance and per approved revisions plan by the City of Tukwila. This is a report to the Building Department to confirm the adequate and complete implementation of the additional works. Sincerely, Roland Heimisch Professional Engineer tecinstruct LLC 6830 NE Bothell Way Suite C, PMB 181 Kenmore, WA 98028 (206) 553 -9076 r.heimisch @tecinstruct.com www.tecinstruct.com Engineering 02/07/2007 `y f• 1 n, t , r.∎,. . s f l ,,. P, (", I i r,A c, ..,. f 9 �l , ' iti 0 It ''� :42479 /.= ■ `!1i . , a �, .:• A 1,,,xpiw Nit FEB 2 '` 200? RECEIVED CITY OF Y t 'Km/IL MAR 0 8 2007 PERMIT CENTER *':Yr Z w 6 J U 00 W= J w 0 La � Z � I— O Z I- 2 U O co O I— w u .. Z w = 0 Z File: D03 -0279 35mm Drawing #1-2' 17; April 19 2006 Tony Azares 4430 S 140 Street Tukwila, WA 98168 Dear Tony; LICENSED PROFESSIONAL ENGINEERS BUILDING DIAGNOSTICS INSPECTIONS ENVIRONMENTAL SERVICES MAINTENANCE PLANNING DESIGN ?'a';,. ••y t°. s r a n ^Fi t'1 3 "' �'fif 'ai•. F l I.. ' i ID °Lkl E The following connectors are to be used: Connection trusses to valley beam: Strongtie Angle connector LS30 or equal Connection joist to beam: Strongtie joist hanger LU 26 or equal Connection beam to beam: Strongtie Hanger HUC or equal Connection trusses to top plates: Strongtie Hurricane ties HGAM 10 or equal FELE COP N Re: Roof remodeling ati 4430 S 140 Street, Tukwila, WA 98168 INCOMPLETE LTR# CO4R'ECTIOf) LT # 3 _ .:., crr- : , . - We reviewed the plans for the roof with respect to the connectors, as required by the city of Tukwila. Post to post connection, where posts are not continuous: Strongtie Strap ST 6224 or equal Connection post beam, where post is located on top of beam: Strongtie Post cap, type of cap according to post/beam size REVIEWED FOR ..w. CODE COMPLIANCE 10011 MAIN STREET BOTHELL, WA 98011 , 425 486 -4000 425 486 -4007 fax 800 945 -4189 (WASHINGTON) JUL 1 CITY OFTUKWILA MAY 01 2006 PERMIT CENTER Cit Of Tukwila rmiTSTO z w re 00 CO 0 W= to 0 L ? = w 1— I z � � Z ~ U 0 N 0 I-- LU H 0 . L w z 0 0~ z We indicated these connections on plan sheet SD -2. We encourage you to call with any questions at our office: Criterium -Pioli Engineers. 425/486.4000. Thank you for the opportunity to be of assistance. Roland Heimisch, P.E. Criterium -Pioli Engineers EXPIRES: 0 / March 1.7, 2006 Dear Mr. Benedicto: Foundations: Gravity Members: Bruce S. MucVeigh, E.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S., Tukwila, WA 98168 Office: (2Q6) 242 -7665 Fox; Same FILE COPY City of Tukwila, .DCD Attn: lob Benedicto, Building Official 6300 Southcenter Blvd. Tukwila, WA 98188 REVIEWED FOR CODE COMPLIANCE A� nroo atirn JUL 1 'J '&2116 @"/ City Of Tukwila Subject: 'Findings and.Discussion,. Engineering Structural Evalua:i 4430 S. 140th Street, Tukwila, WA; Permit No.: D03 -279 The following information provides the findings with discussion of the review 'of.the above structure based on a review of the most current set of plans and an on -site inspection of the entire .structure. The on -site inspection was performed on March 14, 2006. The discussion will follow three specific areas: Foundations, Gravity Members and Shear Walls. The new portion-of the house is slab on grade. The small portion of the original house has had new conventional 24 inch wide footing perimeter stemwalls fitted under the original structure. The slab on grade perimeter foundation for the new section consists of a footing cast with the floor which is 24 inches wide and 16 inches thick. Interior point loads are supported by pads 48 inches square (minimum) and 16 inches thick. All foundation sections are steel reinforced. Attached are calculations showing the foundations are more than adequate. This structure has numerous moderately spanned internal beams made up of composite members and single cut members. Based on a thorough site inspection, these beams typically span small distances, typically 10 or 15 feet, and in addition, are all supported by more than two supports. The structure is in fact difficult to deterministically evaluate using regular calculation methods, with the use of the multiple supports and interconnections to nearly every main member making the entire structure statically indeterminate. Based upon the .above, the only was to even attempt to evaluate the CORRECTION LTR# CITY OF TUKWILA MAR 2 0 2006 PERMIT CE`-NTEH structure was to do a very thorough inspection' of each part of the structure in the field, and to observe, based on experience and formal design knowledge, that each section was adequate as constructed. Except for one or two very minor items, the main structure was found to be adequate and to have met the loading intent of the current code. The maximum joist span for the upper floor is 14 feet. It was found that 2" by, 10" HF #2 joists were used on 24 inch centers. This was not adequate and the contractor has been directed to double up the joists using an 8 foot long addition glued and nailed to the middle part of the in -place joist. Attached are calculations showing adequacy of the modified joist. The trusses were assembled by the contractor and have been structurally evaluated . previously, and will not be evaluated in this report. Shear Walls: Calculations for the shear walls were evaluated using the IBC based Woodworks program. Attached are the printouts showing the adequacy of the existing structure. Note that for four internal walls of the first floor,. supplemental OSB sheathing is required. With this supplemental work, the house has adequate shear wall reinforcement. Summery: With the minor supplemental work as specified above the structure is adequate in structural strength per the current code. It is recommended that this office be used to evaluate and report to the Building Department the successful implementation of the additional work. Thank you,, "Le ce S. MacVeiglf, P.E. Civil Engineer SPIRES: 4/24/ y 7 azares02 /0610 rL' r$:`.:. V:•i.t:i.\YSS.tii' «rM.1t,d1:(aL: z _Io N z•• o .n o m= rn 5 0 m -I z o .i = z m� o o m a o n r c � D z T7 ^?s7' g' i:;! �t�n , ���;V,?Fc-:ty'j . •..m.n <<; / 0‹., /1.7 4'/2/ ,5"/6,!A ::7• ;: -7 7 / C''7 , . 7 / c / , , , 5 5 !f 1 A , ' r . ' / c off/ cy c A = / 7 < / / C-Z r e oap 7L —SE4 ' "/4 7/7/0 Q 0/2 a 7V ✓7GAS 7 7/ cam• (0, .7 fr2 _5/ (.�+ s oz� 7c/Q 5'/ -71-11"1 71 .mss of Q,9 7.. .1rd .sfr = 7 .=! ?/d 00 7 7 71 S -=/s d (De:7o 0096 ti.g /7/4 x3 • gte4J "/L. //'1 L © IW :sadtda m co 0 0 0) 0 0 s w 0. STAEDT! ER® No. 937 811E • Engineer's Computation Pad NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. azares0l.wsw level %d 1 of.2 WoodWorks( ShearwaUs SOFTWARE FOR WOOD? DESIGN 78;2.. • 1111 It IttttittI WoodWorks® Shearwalls 2002 5� t$ 2FY 25' 50P 55 Mar,17, 2006 14:21 :22 55l 50' 45' 40' 35' aor 25' n 20' 15' 10' 0 66 -10' 3RD^ w' y' a: u at ektfi: • .v.h•.i:rl..,;+i�,a:.pJf�vt�`r. ., .... ' azares0l.wsw level %d 2 of 2 WoodWorks(Shearwatts SOFTWARE FOR WOOD DESIGN U, ai co rn N 53.6.249.2 249.2 — 197.6 197.6 —128.6 : 0 3 0 146 M E -1 2358 E -3.`5' E -3 , _ • I 2 2 6c iff ilmay. U 1589 od 0 8Z4 WoodWorks® Shearwalls 2002 128.6 H IL11t1t11t11111 26 96.3 — 92 152.4 -96.3 69.7;182 182152.4! -5' 0'- 5! 10' 15' 20! 25' 30' 35' 45' 55• Mar. 17, 2006 14:21:22 0 0 50` 45' 40' : 15' n 5' -10' 65' 70' 2 WoodWorks® Shearwalls 2002 azaresUl.wsr Mar. 1 /, 2006 14:33:39 COMPANY STORY INFORMATION Ceiling Level 2 Level 1 Foundation BLOCK INFORMATION Block:Block 2 Location[ft]: Extent[ft]: Ridge Loc[ttJ: Ridge Elev[ft]: Elevation[ft] 20.50 11.67 2.83 2.00 BLOCK INFORMATION Block:Block 1 Location[ft]: 0.00 Extent[ft]: 36.00 Ridge LoetttJ: 0.00 Ridge Elev[ft]: 18.00 11.50 16.00 11.50 7.65 STRUCTURAL DATA PROJECT Floor /Ceiling Wall Building Depth[in] Height[ft] Mass[lbs) 10.0" 10.0" 8.00 28544 10.0" 8.00 32263 Totals: 60806 2 Stories North South East West 2 Stories North South East' West ROOF PANELS Type Slope Hip 45.0 Hip 45.0 Side 45.0 Side 45.0 ROOF PANELS Type Slope Side 30.0 Side 30.0 Gable 90.0 Joined 150.0 Overhang Mass Itt] lIbsJ 1.00 0 1.00 0 1.00 0 1.00 0 Overhang Mass (ft] (1bsi 1.00 0 1.00 0 1.00 1014 1.00 0 Story Shear[lbs] 3822 2258 6081 DESIGN SETTINGS Design Code: 18C Wind Capacity Increase: Shear = 1.40; C &C Panels = 1.50; Withdrawal = 1.60 Wind: Sheathing capacities are added together Seismic: Use greater of strongest or twice weakest sheathing capacities. Seismic Load Reduction Factor = 0.70 Shearwall Relative Rigidities based on Flexible Design Nolddown Forces based on )applied Force Max Shearwall Offset: Plan = 4.00'; Elevation = 1.67'; Height to Width Ratio = 3.50 SITE INFORMATION 18C Occupancy: Category 1; ASCE: Equivalent - Category 11 WIND: ASCE -7 98 General analytic method for all buildings Design wind speed = 100mph; Exposure C; Enclosed building SEISMIC: ASCE -/ 98 Equivalent Lateral Force Procedure Use Group I; Seismic Design Category D; Site profile class D Spectral response accelerations S1 = 0.400g, Ss = 0.750g Fundamental period T: T used = 0.178s; Approximate Ta = 0.1 /8s; Maximum T = 0.303s Reliabiliy factor rho = 1.00; Response modification factor R = 6.00 MATERIALS by WALL GROUP Wall Sheathing tin] Fasteners: SpacinglinJ Grp Surf Material Thickness Or Size Type Edge Field Blkg 1 Ext SS incl. OSB 7/16 Vert 8d Nail 6 6 yes 2 Both Gyp WB 1 -ply 1/2 Horz 5d Nail 7 10 yes 3 Both SS incl. OSB 7/16 Vert 8d Nail 6 6 yes 4 Ext SS incl. OSB ? Vert ? Nail ? ? yes Notes: 1. Capacity has been reduced according to IBC specific gravity adjustment. Framing Members tin] Species G Spacing Hem -Fir 0.43 24 D.Fir -L 0.50 16 Hem -Fir 0.43 24 1 Hem -Fir 0.43 ? SHEARLINE DIMENSIONS Name Level Wail Design Location [ft] extent [ft] null Height Group(s) X = Y = Start End Sheathing [ft] 1 0.00 0.00 38.00 1 1 U.UU 0.00 38.00 24.00 2 1 0.00 0.00 38.00 24.00 10.00 11.00 21.00 Apply Notes 1 57 z e GJwr +.L..Fwr.M�� "v� 1 3 10.00 2 2 10.00 3 13.50 -14.00 1 2 14.00 2 2 13. bU 4 20.00 -21.00 1 1 20.00 2 2 20.23 5 25.00 2 2 25.00 b 21.00-28.00 1 3 27.00 2 2 28.00 ! 29.00 2 2 29.00 8 34.00 -35.50 1 4 3b.bU 2 2 34.00 9 36.00 1 2 36.00 2 1 36.00 10 39.00 2 2 '39.00 11 46.00 1 1 46.00 2 1 46.00 12 52.00 1 1 52.00 2 l 52.00 A 1 1 2 1 B 1 1 2 2,1 C 1 2 l 2 D 2 1 2 2 E 1 3 2 1 G 1 2 2 2 H 1 1 I 0.00 38.00 6.00 0.00 38.00 10.00 0.00 16.00 0.00 38.00 14.00 U.UU 30.00 16.00 0.00 38.00 0.00 38.00 14.00 U.00 38.00 30.50 10.00 16.00 0.00 38.00 6.00 26.0U 38.00 0.00 38.00 12.00 0.00 38.00 12.00 10.00 16.00 0.00 38.00 6.00 0.00 38.00 0.UU 38.00 U.UU* 0.00 38.00 14.50 0.00 38.00 11.5U 38.00 21.00 0.00 38.00 6.50 20.50 26.00 11.50 38.00 5.50 25.00 38.00 11.50 38.00 11.50 11.50 38.00 13.00 11.50 38.00 11.50 38.00 5.50 11.50 38.00 10.00 0.00 0.00 36.00 0.00 0.00 35.50 35.50 0.0U 0.00 36.00 32.00 10.00 -11.50 13.50 52.00 11.50 0.00 52.00 13.00 10.00 'U.UU 36.00 15.50 12.00 -13.50 0.00 36.00 12.65 0.00 52.00 23.00 •13.50 0.00 52.00 10.00 14.00 -16.00 20.00 52.00 15.03 0.00 52.00 33.00 21.00 U.UU 34.00 21.00 0.00 52.00 28.50 24.00 -25.50 0.00 52.00 24.05 U.UU 52.00 10.00 25.50 0.00 52.00 6.00 26.00 19.00 46.00 26.00 U.UU 52.00 23.00 26.00 0.00 52.00 15.00 29.50 -31.00 20.00 52.00 30.4•/ U.00 52.00 1'1.00 38.00 0.00 52.00 1 1 38.00 0.00 52.00 34.00 '2 1 38.0U U.UU 52.00 38.50 * WARNING - The shearwalls on this shearline and level do not have any segments between openings that satisfy the minimum height -to -width requirements LOADS WIND SHEAR LOADS Name Building Lev Profile Tributary Face WidthlttJ Block 1 N Wall North 1 Line Block 1 N Wall North 1 Line Block 1 N Wall North 2 Line Block 1 N Wall North 2 Line Block 1 N Roof North 2 Line Block 1 N Root North 2 Line Block 1 N Roof North 2 Line Block 1 N Roof North 2 Line Block 1 E Wall East 1 Line Location(ft) From To 0.00 52.00 0.00 52.00 U.UU 52.00 0.00 52.00 - 1.00 18.00 - 1.0U 18.00 18.00 37.00 18.00 37.00 U.UU 11.50 Magnitude Wind llbs,plt,pst'J Direction 111.1 Windward 78.2 Leeward 63.4 42.8 0.0 -206.4 0.0 -118.6 206.4 -0.0 118.6 -0.0 111.1 Windward Leeward Leeward Windward Leeward Windward Windward (C / Z CL 6 J U O 0 co 0 CO J = H U) W W g d I •- _ Z F- 0 Z I- W W U 0 • - O I- Ili W I I-- H L i - O LLI Z co - 0 Z Block 1 E Wall East 1 Line 0.00 11.50 80.0 Leeward Block 1 E Wall East 2 Line 0.00 11.50 63.4 Windward Block 1 E Wall East 2 Line 0.00 11.50 43.8 Leeward Block 1 E Roof East 2 Line -1.00 18.00 0.0 -206.4 Leeward Block 1 E Root East 2 Line -1.00 18.00 O.O -115.5 Windward Block 1 E Roof East 2 Line 18.00 20.00 115.6 Windward Block 1 E Roof East 2 Line 18.00 20.00 206.4 Leeward Block 1 E Root East Z Line 20:U0 39.00 206.4 -0.0 Leeward Block 1 E Roof East 2 Line 20.00 39.00 115.6 -0.0 Windward Block 1 S Wall South 1 Line 0.00 35.50 111.1 Windward Block 1 S Wall South 1 Line U.UU 3b.b0 /8.2 Leeward Block 1 S Wall South 2 Line 0.00 36.00 63.4 Windward Block 1 S Wall South 2 Line 0.00 36.00 42.8 Leeward Block 1 S Root South 2 Line -1.00 18.00 0.0 -206.4 Leeward Block 1 S Roof South 2 Line -1.00 18.00 0.0 -118.6 Windward Block 1 S Roof South 2 Line 18.00 37.00 206.4 -0.0 Leeward Block 1 S Root South 2 Line 18.00 37.OU 118.6 -U.0 Windward Block 1 W Wall West 1 Line 0.00 38.00 111.1 Windward Block 1 W Wall West 1 Line 0.00 38.00 80.0 Leeward Block 1 W Wall West 2 Line 0.00 38.00 63.4 Windward Block 1 W Wall West 2 Line 0.00 38.00 43.8 Leeward Block 1 W Roof West 2 Line -1.00 18.00 0.0 -206.4 Leeward Block 1 W Root West 2 Line -1.00 1B.UU U.0 -115.6 Windward Block 1 W Roof West 2 Line 18.00 20.00 115.6 Windward Block 1 W Roof West 2 Line 18.00 20.00 206.4 Leeward Block 1 W Root West 2 Line 20.00 39.00 206.4 -0.0 Leeward Block 1 W Roof West 2 Line 20.00 39.00 115.6 -0.0 Windward Block 2 N Roof North 2 Line 22.75 37.00 0.0 -85.8 Leeward Block 2 N Root North 2 Line 22./b .31.00 U.0 -28.5 Windward Block 2 N Roof North 2 Line 37.00 53.00 85.8 Leeward Block 2 N Roof North 2 Line 37.00 53.00 28.6 Windward Block 2 E Wall East 1 Line 11.50 38.00 111.1 Windward Block 2 E Wall East 1 Line 11.50 38.00 76.8 Leeward Block 2 E Wall East 2 Line 11.50 38.00 63.4 Windward Block 2 E Wall East 2 Line 11.bU 38.00 42.0 Leeward Block 2 E Wall East 2 Line 11.50 24.75 0.0 -66.5 Leeward Block 2 E Wall East 2 Line 11.50 24.75 0.0 -105.5 Windward Block 2 E Wall East 2 Line 24.15 38.00 66.5 -0.0 Leeward Block 2 E Wall East 2 Line 24.75 38.00 105.5 -0.0 Windward Block 2 S Wall South 1 Line 35.50 52.00 111.1 Windward Block 2 S Wall South 1 Line 35.50 52.00 56.b Leeward Block 2 S Wall South 2 Line 36.00 52.00 63.4 Windward Block 2 S Wall South 2 Line 36.00 52.00 31.0 Leeward Block 2 S Root South 2 Line 22.7b 3' /.00 0.0 -85.8 Leeward Block 2 S Roof South 2 Line 22.75 37.00 0.0 -28.6 Windward Block 2 S Roof South 2 Line 37.00 53.00 85.8 Leeward Block 2 S Root South 2 Line 37.00 53.00 28.6 Windward WIND C &C LOADS Name Building Level Magnitude [pstj Face Interior End Zone Block 1 N Wall North 1 27.3 33.7 Block i N Wall North 2 G /.3 33.'/ Block 1 E Wall East 1 27.3 33.7 Block 1 E Wall East 2 27.3 33.7 Block 1 S Wall South 1 21.3 33.7 Block 1 S Wall South 2 27.3 33.7 Block 1 W Wall West 1 27.3 33.7 Block 1 W Wall West 2 2/.3 33.'? Block 2 N Wall North 1 26.2 32.3 Block 2 E Wall East 1 26.2 32.3 Block 2 E Wall East 2 26.2 32.3 Block 2 S Wall South 1 26.2 32.3 Block 2 S Wall South 2 26.2 32.3 BUILDING MASSES Name Shear Level Profile Tributary Location[ft] Magnitude Line Width[ttJ From To [lbs,plt,pstj Wall I -1 I 1 Line 0.00 52.00 80.0 Wall 8 -1 1 Line 0.00 11.50 80.0 Wall A -1 A 1 Line U.UU 35.50 80.0 ..ray Ar:r.eu.:..JJ.w�aJ.wYU1�.fS.{.L Wall 1 -1 1 1 Line 0.00 38.00 80.0 Wall 12 -1 12 1 Line 11.50 38.00 80.0 Wall B -1 1 Line 35.50 52.00 80.0 Floor D1 -E 1 1 Line 0.00 11.50 177.5 Floor D1 -W 1 Line U.UU 11.50 1/1.5 Floor D2 -E 1 1 Line 11.50 38.00 260.0 Floor D2 -W 12 1 Line 11.50 38.00 260.0 Floor U1 -S A 1 Line 0.00 35.50 190.0 Floor D1 -N I 1 Line 0.00 35.50 190.0 Floor D2 -S 1 Line 35.50 52.00 132.5 Floor D2 -N 1 1 Line 35.50 52.00 132.5 Wall I -1 I 2 Line 0.00 52.00 80.0 Wall 9 -1 9 2 Line 0.00 11.50 80.0 Wall A -1 A 2 Line 0.00 36.00 80.0 Wall 1 -1 1 2 Line 0.00 38.00 80.0 Wall 12 -1 12 2 Line 11.50 38.00 80.0 Wall B -3 2 Line 36.00 52.00 80.0 Block 1 N Roof I 2 Line -1.00 37.00 200.0 Block 1 E Roof 9 2 Line -1.00 39.00 190.0 Block 1 S Root A 2 Line -1.00 3 /.00 200.0 Block 1 W Roof 1 2 Line -1.00 39.00 190.0 Block 2 N Roof I 2 Line 35.00 53.00 142.5 Block 2 E Root 12 2 Line 10.50 39.00 90.0 Block 2 S Roof 2 Line 35.00 53.00 142.5 Block 2 W Roof 9 2 Line 10.50 39.00 90.0 Block 2 E Gable -S 12 2 Line 11.50 24.75 0.0 -76.5 Block 2 E Gable -N 12 2 Line 24.75 38.00 76.5 -0.0 SEISMIC LOADS Name Building Lev Profile Location[ttl Magnitude Face From To [lbs,plf,psf) South 1 South 1 Line 0.00 35.50 26.5 South 2 South 1 Point 0:00 0.00 149 South 3 South 1 Line 35.50 36.00 20.8 South 4 South 1 Point 35.50 35.50 23 South 5 South 1 Line 36.00 52.00 20.8 South 6 South 1 Point 36.00 36.00 23 South 7 South 1 Point 52.00 52.00 104 West 1 West 1 Line 0.00 11.50 25.2 West 2 West 1 Point 0.00 0.00 140 West 3 West 1 Line 11.50 38.00 33.3 West 4 West 1 Point 11.bO 11.50 64 West 5 West 1 Point 38.00 38.00 204 South 1 South 2 Line -1.00 0.00 37.5 South 2 South 2 Line 0.00 35.00 45.0 South 3 South 2 Point 0.00 0.00 142 South 4 South 2 Line 35.00 36.00 71.7 South 5 South 2 Point 36.00 36.00 43 South 6 South 2 Line 36.00 37.00 71.7 South 7 South 2 Line 37.00 52.00 34.2 South 8 South 2 Line 52.00 53.00 26.7 South 9 South 2. Point 52.00 52.00 194 West 1 West 2 Line -1.00 0.00 35.6 West 2 West 2 Line U.UU 10.'50 43.1 West 3 West 2 Point 0.00 0.00 135 West 4 West 2 Line 10.50 11.50 60.0 West 5 West 2 Point 11.50 11.50 60 West 6 West 2 Line 11.50 24.75 60.0 -67.2 West 7 West 2 Line 24.75 38.00 67.2 -60.0 West 8 West 2 Line 38.00 39.00 52.5 West 9 West 2 Point 38.00 38.00 195 WIND DESIGN FLEXIBLE DIAPHRAGM DESIGN SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Cumulative Shear Force Shear Capacity [plf) Response Z _ I- ts- W ¢ ' J 0 U O . N = 1.1.1 J 1. WO lL Q = • a I- W Z I-- i 0 Z F- W • W U D O N 0E- W W LL B. .. Z W = 0 ▪ E- Z Grp. Dir. FHS V[lbs] Unit V /FHS[plf] Inter Exter Perf Total V /FNS /Tot 1 1 1 Both 24.00 1856 48.9 77.3 299.5 1 00 299.5 0.26 2 1 Both 24.00 910 24.0 37.9 299.5 1 00 299.5 0.13 2 1 3 Both 6.00 3061 80.6 510.2 299.5 299.5 1 00 598.9 0.85 2 2 Both 10.UU 1/31 4b./ 113.1 125.0 125.0 1 U0 25U.0 0.69 3 1 2 Both 14.00 2843 74.8 203.0 125.0 125.0 1.00 250.0 0.81 2 2 Both 16.00 1896 49.9 118.5 125.0 125.0 1.00 250.0 0.47 4 1 1 Both 14.00 3853 1U1.4 215.2 299.5 1.00 299.5 U.92 2 2 Both 30.50 2250 59.2 73.8 125.0 125.0 1.00 250.0 0.30 5 2 2 Both 6.00 1306 34.4 217.6 125.0 125.0 1.00 250.0 0.87 6 1 3 S ->N 12.UU 3919 103.1 325.5 299.5 299.5 1.UU 598.9 U.bb 2 2 Both 12.00 617 16.2 51.4 125.0 125.0 1.00 250.0 0.21 7 2 2 Both 6.00 843 22.2 140.6 125.0 125.0 1.00 250.0 0.56 8 2 2 Both 14.50 899 23.7 62.0 125.0 125.0 1.00 250.0 0.25 9 1 2 S - >N 21.00 4028 152.0 191.8 125.0 125.0 1.00 250.0 0.77 2 1 S - >N 6.50 571 15.0 87.8 299.5 1.00 299.5 0.29 10 2 2 S - >N 5.5U 1104 41.b 200.'/ 125.0 125.0 '1.00 250.0 0.80 11 1 1 S ->N 11.50 3279 123.7 285.1 299.5 1.00 299.5 0.95 2 1 S - >N 13.00 1434 54.1 110.3 299.5 1.00 299.5 0.37 12 1 1 S - >N 5.50 1344 50.1 244.4 299.5 1.UU 299.5 0.82 2 1 S - >N 10.00 776 29.3 77.6 299.5 1.00 299.5 0.26 A 1 1 Both 35.50 2010 56.6 56.6 299.5 1.00 299.5 0.19 2 1 Both 32.00 912 25.3 28.5 299.5 1.UU 299.5 U.1U B 1 1 E - >W 13.00 2945 56.6 226.6 299.5 1.00 299.5 0.76 2 2 E - >W 15.50 1737 48.2 112.1 125.0 125.0 1.00 250.0 0.45 C 1 2 E - >W 23.00 4212 81.0 183.1 125.0 125.0 1.00 250.0 0.73 2 2 E - >W 10.00 888 17.1 88.8 125.0 125.0 1.00 250.0 0.36 D 2 1 E - >W 33.00 1651 31.8 50.0 299.5 1.00 299.5 0.17 2 2 l - >W 28.bU 25Ub 48.2 8/.9 125.0 125.0 1.UU 250.0 U.35 F 1 3 E - >W 10.00 4447 85.5 444.7 299.5 299.5 1.00 598.9 0.74 2 1 E - >W 6.00 1141 21.9 190.1 299.5 1.00 299.5 0.63 G 1 2 E - >W 23.00 2661 51.2 115.7 125.0 125.0 1.00 250.0 0.46 •2 2 E - >W 15.00 2047 39.4 136.5 125.0 125.0 1.00 250.0 0.55 H 1 1 E - >W 17.00' 1146 22.0 67.4 299.5 1.00 299.5 0.23 I 1 1 E - >W 34.00 20 /U 39.8 60.9 299.5 1.UU 299.5 0.2U 2 1 E - >W 38.50 1351 26.0 35.1 299.5 1.00 299.5 0.12 SHEARWALL SEGMENTS Name Lev Type Wall Dimensions [ttI Full Height Pert Shear [lbsJ Opening [tti Group Location Start End Sheathing Factor Force Capacity Width Height 1 -1 1 I 1 0.00 0.00 38.00 24.00 1.00 1856 7187 Opening 1 3.50 8.50 5.00 /.U0 Opening 2 15.00 18.00 3.00 3.00 Opening 3 28.00 34.00 6.00 7.00 1 - 2 1 1 U.UU' U.UU 38.00 24.00 1.00 910 /18/ Opening 1 3.50 8.50 5.00 3.00 Opening 2 23.00 27.00 4.00 3.00 Opening 3 30.00 35.00 5.UU /.00 2 -1 1 I 3 10.00 13.00 19.00 6.00 1.00 3061 3594 2 -1 2 I 2 10.00 11.00 21.00 10.00 1.00 1737 2500 3 -1 1 I 2 14.00 0.00 14.0U 14.00 1.00 2843 3500 3 -1 2 I 2 13.50 0.00 16.00 16.00 1.00 1896 4000 4 -1 1 I 1 20.00 12.00 26.00 14.00 1.00 3853 4192 4 - 1 2 1 2 21.00 U.UU 4.00 4.00 1.UU 295 1000 4 - 2 I 2 21.00 7.00 10.00 3.00 1.00 221 750 4 -3 2 I 2 20.00 12.50 27.50 15.00 1.00 1107 3750 4 -4 2 I 2 20.00 29.50 38.00 8.50 1.00 627 2125 5 -1 2 I 2 25.00 10.00 16.00 6.00 1.00 1306 1500 6 -1 1 I 3 27.00 26.00 38.00 12.00 1.00 3919 7187 6 -1 2 1 2 28.00 26.00 38.00 12.00 1.00 6:0 3000 7 -1 2 I 2 29.00 10.00 16.00 6.00 1.00 843 1500 8 -1 2 I 2 34.00 21.00 28.50 7.50 1.00 465 1875 8 -2 2 I 2 34.00 31.00 38.00 ' /.00 1.00 434 1750 9 -1 1 I 2 36.00 11.50 16.00 4.50 1.00 863 1125 9 -2 1 I 2 36.00 19.00 27.00 8.00 1.00 1534 2000 9 - 1 1 2 36.00 29.50 38.00 8.50 1.00 1530 2125 9 -1 2 I 1 36.00 0.00 11.50 6.50 1.00 571 1946 Opening 1 3.50 8.50 5.00 3.00 10 -1 2 I 2 39.00 20.50 26.00 5.50 1.00 1104 1315 11 -1 1 I 1 46.00 26.50 38.00 11.50 1.00 3279 3444 11 -1 2 I 1 46.00 25.00 38.00 13.00 1.00 1434 3893 7e) . 1 lY'�'o!•a.- J'�..'L� \4",J.��i:a a�.'w�w'�t fil�(LL.1.',1�} 12 -1 1 I 1 52.00 11.50 Opening 1 12.50 Opening 2 22.00 Opening 3 25.50 12 -1 2 1 1 52.00 11.50 Opening 1 16.50 ' Opening 2 25.50 A -1 1 1 1 0.UU 0.00 A -1 2 I 1 0.00 0.00 Opening 1 24.00 B -1 1 1 1 11.50 35.5U Opening 1 46.00 B -1 2 I 2 10.00 13.50 B -2 2 I 2 10.00 . 29.00 C -1 1 I 2 13.50 0.00 C -2 1 I 2 12.00 20.00 C -3 1 1 2 12.0U 28.00 C -1 2 I 2 13.50 0.00 D -1 2 I 1 16.00 20.00 U -2 Z 1 1 16.00 28.50 D -3 2 I 1 14.00 36.00 E -1 2 I 2 21.00 0.00 E -2 2 1 2 21.00 1.00 E -3 2 I 2 21.00 14.50 E -4 2 I 2 21.00 20.00 F -1 1 I 3 24.00 0.00 F -2 1 I 3 24.50 36.00 F -1 2 I 1 25.50 46.00 G -1 1 1 2 2b.00 20.00 G -2 1 I 2 26.00 39.00 G -1 2 I 2 26.00 19.00 G -2 2 I 2 26.00 20.00 G -3 2 I 2 26.00 39.00 H -1 1 I 1 31.00 20.00 H -2 1 I 1 :i1.UU 2/.00 H -3 1 I 1 29.50 46.00 I -1 1 I 1 38.00 0.00 Opening 1 10.00 Opening 2 30.00 Opening 3 42.00 Opening 4 4b.UU I -1 2 I 1 38.00 0.00 Opening 1 23.00 Opening 2 36.00 Opening 3 46.00 DRAGSTRUT AND HOLDDOWN FORCES Level Location lttl Wail X Y 1 0.00 0.00 Line 1 1 0.00 3.5U Line 1 1 0.00 8.50 Line 1 1 0.00 15.00 Line 1 1 U.UU 18.UU Line 1 1 0.00 23.00 Line 1 1 0.00 27.00 Line 1 1 U.UU 28.UU Line 1 1 0.00 34.00 Line 1 1 0.00 35.00 Line 1 1 U.UU 38.00 Line 1 1 10.00 11.00 Line 2 1 10.00 13.00 Line 2 1 10.00 19.0U Line 2 1 10.00 21.00 Line 2 1 13.50 0.00 Line 3 1 13.bU 14.00 Line .3 1 13.50 16.00 Line 3 1 14.00 14.00 3 -1 1 20.0U U.UU Line 4 1 20.00 4.00 Line 4 1 20.00 7.00 Line 4 38.00 16.50 25.00 38.00 38.00 20.50 38.00 35.50 36.00 28.00 Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Right Vert. Vert. Vert. 52.00 13.00 1.UU 2945 3893 49.50 22.00 8.50 1.00 953 2125 36.00 '1.00 1.00 /84 1'/ b 0 10.00 10.00 1.00 1831 2500 25.00 5.00 1.00 916 1250 36.00 8.0U 1.UU 1465 2000 10.00 10.00 1.00 888 2500 26.00 6.00 1.00 300 1797 39.5U 11.0U 1.00 550 3294 52.00 16.00 1.00 801 4791 4.00 4.00 1.00 352 1000 12. UU 5.00 1.00 440 1250 20.00 5.50 1.00 484 1375 34.00 14.00 1.00 1231 3500 10.00 10.00 1.00 4441 5989 37.00 0.00 1.00 0 0 52.00 6.00 1.00 1141 1797 3b.UU 1b.00 1.00 1851 4000 46.00 7.00 1.00 810 1750 20.00 0.00 1.00 0 0 28.00 8.00 1.00 1092 2000 46.00 7.00 1.00 955 1750 27.00 7.00 1.00 472 2096 31.UU 4.UU 1.00 2 /U 1198 52.00 6.00 1.00 404 1797 52.00 34.00 1.00 2070 10182 16.00' 32.00 44.00 52. 00 52.00 38.50 1.00 1351 11529 25.50 41.00 52.00 Vosition on Wall or Opening Vert. Element Vert. Element Element Element Element Element Element Element Element Element Element Element Element Element Element Element Element Element Wall End Element Element Element 5.50 1.00 1344 1647 10.00 1.UU /16 2995 35.5U 1.UU 2010 10631 32.00 1.00 912 9583 Holddown Force llbsJ Shear Dead Uplift Combined 922 922 922 922 922 922 619 619 619 bly 303 303 303 303 821 821 119 720 720 303 303 922 922 1389 1389 4082 4082 1047 4082 4082 1531 1389 1389 2573 2573 1624 11024 948 948 590 590 590 590 590 590 4.UU /.00 3.00 7.00 12.50 7.00 4.00 3.00 12.50 7.00 4.00 3.00 3.50 3.00 6.00 .3.00 2.00 3.00 2.00 3.00 6.UU 3.UU 2.50 3.00 5.00 3.UU 6.00 3.00 Dragstrut Force[lbs] 200 145 41 .U6 114 1795 /o/ 4.11.,61:: 1 20.00 10.00 Line 4 Vert. Element 590 590 1 20.00 12.00 Line 4 Vert. Element 2202 2202 1211 1 20.00 12.50 Line 4 Vert. Element 590 590 1 20.00 26.00 Line 4 Vert. Element 2202 2202 1217 1 20.00 2/.bU Line 4 Vert. Element b90 59U 1 20.00 29.50 Line 4 Vert. Element 590 590 1 20.00 38.00 Line 4 Vert. Element 590 590 1 25.00 10.00 Line 5 Vert. Element 1/41 1/41 1 25.00 16.00 Line 5 Vert. Element 1741 1741 1 28.00 26.00 Line 6 Vert. Element 3024 3024 1 28.UU 38.00 Line 6 Vert. Element 3024 3024 1 27.00 26.00 6 -1 Left Wall End 2681 1 29.00 10.00 Line 7 Vert. Element 1124 1124 1 29.00 16.00 Line '/ Vert. Element 1124 1124 1 34.00 21.00 Line 8 Vert. Element 496 496 1 34.00 28.50 Line 8 Vert. Element 496 496 1 34.00 31.00 Line 8 Vert. Element 49b 49b 1 34.00 38.00 Line 8 Vert. Element 496 496 1 36.00 0.00 Line 9 Vert. Element 702 702 1 3b.0U 3.50 Line 9 Vert. Element 1 /02 /U2 1 36.00 8.50 Line 9 Vert. Element 702 702 1 36.00 11.50 Line 9 Vert. Element 2237 2237 1 :3b.UU 16.00 Line 9 Vert. Element 1b34 1534 '12/9 1 36.00 19.00 Line 9 Vert. Element 1534 1534 277 1 36.00 27.00 Line 9 Vert. Element 1534 1534 42 1 36.00 29.50 Line 9 Vert. Element 1534 1534 338 1 36.00 38.00 Line 9 Vert. Element 1534 1534 1 39.00 20.50 Line 10 Vert. Element 1605 1605 1 39.0U 213.UU Line 10 Vert. Element 1bU5 1605 1 46.00 25.00 Line 11 Vert. Element 882 882 1 46.00 26.50 Line 11 Vert. Element 2281 2281 1856 1 46.00 38.00 Line 11 Vert. Element 3163 3163 1 52.00 11.50 Line 12 Vert. Element 621 621 1 52.00 16.50 Line 12. Vert. Element 2576 2576 254 1 52.UU 20.50 Line 12 Vert. Element 621 621 1 52.00 22.00 Line 12 Vert. Element 1955 1955 811 1 52.00 25.50 Line 12 Vert. Element 621 621 1 0.0U 0.00 Line A Vert. Element bbl 681 1 24.00 0.00 Line A Vert. Element 228 228 1 28.00 0.00 Line A Vert. Element 228 228 1 3b.5U U.UU Line A Vert. Clement 453 453 1 36.00 0.00 Line A Vert. Element 228 228 1 13.50 10.00 Line B Vert. Element 896 896 1 22.00 10.00 Line B Vert. Element 896 896 1 29.00 10.00 Line B Vert. Element 896 896 1 35.50 10.00 Line B Vert. Element 1812 1812 1 36.00 10.00 Line B Vert. Element 896 896 1 46.00 10.00 Line B Vert. Element 1812 1812 1 49.50 10.00 Line B Vert. Element 1812 1812 1 52.00 10.00 Line B Vert. Element 1812 1812 1 35.50 11.50 B -1 Left Wall End 2011 1 46.00 11.50 B -i Left Opening 1 227 1 49.50 11.50 B -1 Right Opening 1 425 1 0.00 13.50 Line C Vert. Element 2175 2175 1 10.00 13.50 Line C Vert. Element 2175 2175 1021 1 20.00 13.50 Line C Vert. Element 1465 1465 1 25.00 13.50 Line C Vert. Element 1465 1465 1 28.00 13.50 Line C Vert. Element 1465 1465 1 36.00 13.50 Line C Vert. Element 1465 1465 1 20.00 12.00 C -2 Left Wall End 211 1 25.00 12.00 C -2 Right Wall End 722 1 213.UU 12.UU C -3 Lett Wall End 4/9 1 36.00 12.00 C -3 Right Wall End 1296 1 20.00 14.00 Line D Vert. Element 400 400 1 26.00 14.00 Line D Vert. Element 40U 4UU 1 28.50 14.00 Line D Vert. Element 400 400 1 36.00 14.00 Line D Vert. Element 400 400 1 39.50 14.00 Line U Vert. Element 4UU 4UU 1 52.00 14.00 Line D Vert. Element 400 400 1 0.00 21.00 Line E Vert. Element 704 704 1 4.UU 21.00 Line E Vert. Element /U4 /04 1 7.00 21.00 Line E Vert. Element 704 704 1 12.00 21.00 Line E Vert. Element 104 704 1 14.50 21.00 Line E Vert. Element 704 704 1 20.00 21.00 Line E Vert. Element 1407 1407 1 34.00 21.00 Line E Vert. Element /U4 /04 1 0.00 25.50 Line F Vert. Element 3558 3558 1 10.00 25.50 Line F Vert. Element 3558 3558 1 46.00 25.50 Line N' Vert. Element 1521 1521 1 52.00 25.50 Line F Vert. Element 1521 1521 1 10.00 24.00 F -1 Right Wall End 3592 1 20.00 26.00 Line G Vert. Element 2011 201/ 1023 1 28.00 26.00 Line G Vert. Element 1092 1092 1 36.00 26.00 Line G Vert. Element 926 926 9 1 39.00 26.00 Line G Vert. Element 2011 2017 145 1 46.00 26.00 Line G Vert. Element 2017 2017 307 1 20.00 29.50 H -3 Left Wall End 539 539 1 21.00 29.50 14-3 Lett all End 1019 10/9 1 31.00 29.50 H -3 Left Wall End 539 539 1 46.00 29.50 H -3 Left Wall End 539 539 272 1 52.00 29.50 H -3 Left Wall End 539 539 1 31.00 31.00 H -2 Right Wall End 58 1 20.00 31.00 H -1 Left Wall End 441 1 0.00 38.00 Line 1 Vert. Element /b8 MU 1 10.00 38.00 Line I Vert. Element 487 487 211 1 16.00 38.00 Line I Vert. Element 487 487 28 1 23.00 38.00 Line I Vert. Element 281 2131 1 25.50 38.00 Line I Vert. Element 281 281 1 30.00 38.00 Line I Vert. Element 487 487 267 1 32.00 38.UU Line 1 Vert. Element 48/ 48/ 18/ 1 36.00 38.00 Line I Vert. Element 281 281 1 41.00 38.00 Line I Vert. Element 281 281 1 42.00 38.00 Line I Vert. Element 487 48'/ 398 1 46.00 38.00 Line I Vert. Element 281 281 2 0.00 0.00 1 -1 Left Wall End 303 303 2 0.00 3.50 1 -1 Lett Wall End 303 303 49 2 0.00 8.50 1 -1 Left Wall End 303 303 71 2 0.00 23.00 1 -1 Left Wall End 303 303 132 2 0.00 21.00 1 -1 Lett Wall End 303 303 36 2 0.00 30.00 1 -1 Left Wall End 303 303 78 2 0.00 35.00 1 -1 Left Wall End 303 303 42 2 U.00 38.00 1 -1 Lett Wall End .303 303 2 10.00 11.00 2 -1 Left Wall End 1389 1389 503 2 10.00 21.00 2 -1 Left Wall End 1389 1389 777 2 13.50 0.00 3 -1 Left Wall End 948 948 2 13.50 16.00 3 -1 Left Wall End 948 948 1098 2 20.00 0.00 4 -3 Left Wall End 590 590 2 20.00 4.00 4 -3 Lett Wall End 590 590 2 20.00 7.00 4 -3 Left Wall End 590 590 2 20.00 10.00 4 -3 Left Wall End 590 590 2 20.00 12.50 4 -3 Lett Wall End 590 590 224 2 20.00 27.50 4 -3 Left Wall End 590 590 5 2 20.00 29.50 4 -3 Left Wall End 590 590 124 2 20.00 38.00 4 -3 Lett Wall End 590 590 2 21.00 4.00 4 -1 Right Wall End 58 2 21.00 7.00 4 -2 Left Wall End 119 2 21.00 10.00 4 -2 Right Wall End '16 2 25.00 10.00 5 -1 Left Wall End 1741 1741 344 2 25.00 16.00 5 -1 Left Wall End 1741 1741 756 2 28.0U 26.00 6 -1 Lett Wall End 411 411 422 2 28.00 38.00 6 -1 Left Wall End 411 411 2 29.00 10.00 7 -1 Left Wall End 1124 1124 222 2 29.00 16.00 / -1 Lett Wall End 1124 1124 488 2 34.00 21.00 8 -2 Left Wall End 496 496 497 2 34.00 28.50 8 -2 Left Wall End 496 496 209 2 34.00 31.00 8 -2 Lett Wall End 496 496 268 2 34.00 38.00 8 -2 Left Wall End 496 496 2 36.00 0.00 9 -1 Left Wall End 702 702 2 36.00 3.50 9 -1 Left Wall End 702 702 255 2 36.00 8.50 9 -1 Left Wall End 702 702 180 2 36.00 11.50 9 -1 Left Wall End 702 702 398 2 39.00 20.50 10 -1 Lett Wall End 1605 1605 3/5 /z� 2 39.00 26.00 10 -1 Left Wall End 1605 2 46.00 25.00 11 -1 Lett Wall End 882 2 46.00 38.00 11 -1 Left Wall End 882 2 52.00 11.50 12 -1 Left Wall End 621 2 52.00 16.50 12 -1 Lett Wall End 621 2 52.00 20.50 12 -1 Left Wall End 621 2 52.00 25.50 12 -1 Left Wall End 621 2 U.UU U.UU A -i Lett Wall End 228 2 24.00 0.00 A -1 Left Wall End 228 2 28.00 0.00 A -1 Left Wall End 228 2 •ib.UU 0.UU A -1 Lett Wall End 228 2 13.50 10.00 B -1 Left Wall End 896 2 22.00 10.00 B -1 Left Wall End 896 2 29.00 10.00 B -i Left Wall End 896 2 36.00 10.00 B -1 Left Wall End 896 2 0.00 13.50 C -1 Left Wall End 710 2 10.00 13.50 C -1 Lett Wall End /10 2 20.00 14.00 D -3 Left Wall End 400 2 26.00 14.00 D -3 Left Wall End 400 2 28.50 14.00 V -3 Lett Wall End 4UU 2 36.00 14.00 D -3 Left Wall End 400 2 39.50 14.00 D -3 Left Wall End 400 2 52.00 14.00 D -3 Lett Wall End 400 2 28.50 16.00 D -2 Left Wall End 2 20.00 16.00 D -1 Left Wall End 2 26.00 16.00 D -1 Right Wall End 2 0.00 21.00 E -4 Left Wall End 704 2 4.00 21.00 E -4 Left Wall End 704 2 1.00 21.00 E -4 Lett Wall End /04 2 12.00 21.00 E -4 Left Wall End 704 2 14.50 21.00 E -4 Left Wall End 704 2 20.00 21.00 E -4 Lett Wall End 140'/ 2 34.00 21.00 E -4 Left Wall End 704 2 46.00 25.50 F -1 Left Wall End 1521 2 52.00 25.50 F =1 Lett Wall End 1521 2 20.00 26.00 G -2 Left Wall End 1092 2 28.00 26.00 G -2 Left Wall End 1092 2 39.00 26.00 G -2 Lett Wall End 1092 2 46.00 26.00 G -2 Left Wall End 1092 2 19.00 26.00 G -1 Left Wall End 2 U.UU 38.00 1 -1 Lett Wall End 281 2 23.00 38.00 I -1 Left Wall End 281 2 25.50 38.00 I -1 Left Wall End 281 2 36.00 38.00 I -1 Lett Wall End 281 2 41.00 38.00 I -1 Left Wall End 281 2 46.00 38.00 I -1 Left Wall End 281 SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Grp. Dir. FHS 1 1 1 S - >N 24.00 2 1 S ->N 24.00 2 1 3 S - >N 6.00 2 2 S - >N 10.00 3 1 2 S - >N 14.00 2 2 S - >N 16.00 4 1 1 S - >N 14.00 2 2 S - >N 30.50 5 2 2 8 - >N 6.UU 6 1 3 S - >N 12.00 2 2 S - >N 12.00 2 2 S - >N 6.00 8 2 2 . S - >N 14.50 9 1 2 S - >N 21.00 2 1 S - >N 6.50 10 2 2 S - >N 5.50 11 1 1 S - >N 11.50 2 1 S - >N 13.00 RIGID DIAPHRAGM DESIGN Cumulative Shear Force Shear Capacity [pl£] Vnibs' Unit V /FHS.p1tJ Inter Exter Pert 4635 122.0 193.1 299.5 1.00 2659 70.0 110.8 299.5 1.00 2361 62.1 393.5 299.5 299.5 1.00 902 23.7 90.2 125.0 125.0 1.00 2317 61.0 165.5 125.0 125.0 1.00 1431 3l . / 89.5 125.0 125.0 1.00 2805 73.8 200.4 299.5 1.00 2682 70.6 87.9 125.0 125.0 1.00 529 13.9 88.1 125.0 125.0 1.0O 5117 134.7 426.4 299.5 299.5 1.00 1086 28.6 90.5 125.0 125.0 1.00 548 14.4 91.3 125.0 125.0 1.00 1382 36.4 95.3 125.0 125.0 1.00 4127 155.7 196.5 125.0 125.0 1.00 754 19.9 116.1 299.5 1.00 546 20.6 99.3 125.0 125.0 1.00 2990 112.8 260.0 299.5 1.00 16.33 61.6 125.6 299.5 1.00 1605 500 882 '/31 882 621 621 24 2 621 124 621 366 228 228 76 228 25 228 896 651 896 109 896 44'/ 896 0 710 /10 '/1/ 400 400 400 400 400 400 605 635 525 704 704 159 /04 14 704 213 704 93 140V 704 868 1521 1009 1521 1092 1092 126 1092 30'/ 1092 373 748 281 281 210 281 145 281 240 281 110 281 156 Total 299.5 299.5 598.9 250.0 250.0 250.0 299.5 250.0 250.0 598.9 250.0 250.0 250.0 250.0 299.5 250.0 299.5 299.5 Response V /FHS /Tot 0.64 0.37 0.66 0.36 0.66 0.36 0.67 0.35 0.35 0.71 0.36 0.31 0.38 0.79 0.39 0.40 0.87 0.42 12 1 1 S - >N 5.50 1512 57.0 274.8 299.5 1.00 299.5 0.92 2 1 S ->N 10.00 1314 49.6 131.4 299.5 1.00 299.5 0.44 A 1 1 E - >W 35.50 4998 140.8 140.8 299.5 1.00 299.5 0.47 2 1 E - >W 32.00 2504 69.6 78.3 299.5 1.00 299.5 0.26 $ 1 1 E - >W 13.00 1102 32./ 130.9 299.b 1.00 299.5 U.44 2 2 E - >W 15.50 978 27.2 63.1 125.0 125.0 1.00 250.0 0.25 C 1 2 E - >W 23.00 2494 48.0 108.4 125.0 125.0 1.00 250.0 0.43 2 2 k - >W 10.00 623 12.0 b2.3 125.0 125.0 1.00 250.0 0.25 D 2 1 E - >W 33.00 2451 47.1 74.3 299.5 1.00 299.5 0.25 E 2 2 E - >W 28.50 1766 34.0 62.0 125.0 125.0 1.00 250.0 0.25 F 1 3 E - >W 10.00 2498 48.0 249.8 299.5 299.5 1.00 598.9 0.42 2 1 E - >W 6.00 459 8.8 76.5 299.5 1.00 299.5 0.26 G 1 2 E - >W 23.00 2412 46.4 104.9 125.0 125.0 1.00 250.0 0.42 2 2 E - >W 15.00 961 18.5 64.1 125.0 125.0 1.00 250.0 0.26 H 1 1 E ->W 17.00 2165 41.6 127.3 299.5 1.00 299.5 0.43 I 1 1 E - >W 34.00 4426 85.1 130.2 299.5 1.00 299.5 0.43 2 1 E - >W 38.5U 3191 61.4 82.9 299.5 1.00 299.5 0.28 SHEARWALL SEGMENTS Name Lev 'Type Wall Dimensions [ft] Iu11 Height 1'erf Shear [ibs] Opening [ft] Group Location Start End Sheathing Factor Force Capacity Width Height 1 -1 1 I 1 0.00 0.00 38.00 24.00 1.00 4635 7187 Opening 1 3.50 8.50 5.00 1.00 Opening 2 15.00 18.00 3.00 3.00 Opening 3 28.00 34.00 6.00 7.00 1 -1 2 I 1 0.00 0.00 38.00 24.00 1.00 2659 7187 Opening 1 3.50 8.50 5.00 3.00 Opening 2 23.00 27.00 4.00 3.00 Opening 3 30.00 3b.U0 5.00 1.00 2 -1 1 I 3 10.00 13.00 19.00 6.00 1.00 2361 3594 2 -1 2 I 2 10.00 11.00 21.00 10.00 1.00 902 2500 3 -1 1 I 2 14.00 0.00 14.00 14.00 1.00 2317 3500 3 -1 2 I 2 13.50 0.00 16.00 16.00 1.00 1431 4000 4 -1 1 I 1 20.00 12.00 26.00 14.00 1.00 2805 4192 4 -1 2 1 2 21.00 0.00 4.UU 4.00 1.00 352 1000 4 -2 2 I 2 21.00 7.00 10.00 3.00 1.00 264 750 4 -3 2 I 2 20.00 12.50 27.50 15.00 1.00 1319 3750 4 -4 2 I 2 20.00 29.50 38.00 8.50 1.00 748 2125 5 -1 2 I 2 25.00 10.00 16.00 6.00 1.00 529 1500 6 -1 1 I 3 27.00 26.00 38.00 12.00 1.00 5117 7187 6-1 '2 1 2 28.00 26.00 38.00 12.00 1.00 1'08b 3000 7 -1 2 I 2 29.00 10.00 16.00 6.00 1.00 548 1500 8 -1 2 I 2 34.00 21.00 28.50 7.50 1.00 715 1875 8 -2 2 I 2 34.00 31.00 38.00 7.00 1.00 667 1' /50 9 -1 1 I 2 36.00 11.50 16.00 4.50 1.00 884 1125 9 -2 1 I 2 36.00 19.00 27.00 8.00 1.00 1572 2000 9 -3 1 1 2 36.00 29.50 38.0U 8.50 1.00 1610 2125 9 -1 2 I 1 36.00 0.00 11.50 6.50 1.00 754 1946 Opening 1 3.50 8.50 5.00 3.00 10 -1 2 I 2 39.00 20.50 26.00 5.50 1.00 546 1375 11 -1 1 I 1 46.00 26.50 38.00 11.50 1.00 2990 3444 11 -1 2 I 1 46.00 25.00 38.00 13.00 1.00 1633 3893 12 -1 1 1 1 52.00 11.50 38.00 5.50 1.00 1512 164'/ Opening 1 12.50 16.50 4.00 7.00 Opening 2 22.00 25.00 3.00 7.00 Opening 3 25.50 38.00 12.50 ' /.00 12 -1 2 I 1 52.00 11.50 38.00 10.00 1.00 1314 2995 Opening 1 16.50 20.50 4.00 3.00 Opening 2 25.50 38.00 12.50 1.00 A -1 1 I 1 0.00 0.00 35.50 35.50 1.00 4998 10631 • A -1 2 I 1 0.00 0.00 36.00 32.00 1.00 2504 9583 Opening 1 24.00 28.00 4.UU 3.00 B -1 1 I 1 11.50 35.50 52.00 13.00 1.00 1702 3893 Opening 1 46.00 49.50 3.50 3.00 B -1 2 1 2 10.00 13.50 22.00 8.50 1.00 536 2125 B -2 2 I 2 10.00 29.00 36.00 7.00 1.00 442 1750 C -1 1 I 2 13.50 0.00 10.00 10.00 1.00 1084 2500 C -2 1 I 2 12.00 20.00 25.00 5.00 1.00 542 1250 C -3 1 I 2 12.00 28.00 36.00 8.00 1.00 868 2000 C -1 2 I 2 13.50 0.00 10.00 10.00 1.00 623 2500 D -1 2 1 1 16.0U 20.0U 26.00 6.00 1.00 446 1/9/ /1/ .- :e:�. .i�+:v,:ri:di.t «: .:.. :iti.vd$i1.7Z1, D -2 2 I 1 16.00 28.50 39.50 D -3 2 I 1 14.00 36.00 52.00 E -1 2 I 2 21.00 0.00 4.00 E -2 2 I 2 21.00 7.00 12.00 E -3 2 I 2 21.00 14.50 20.00 E -4 2 I 2 21.00 20.00 34.00 F -1 1 I 3 24.00 0.00 10.00 N' -2 1 1 3 24.50 36.0U 31.00 F -1 2 I 1 25.50 46.00 52.00 G -1 1 I 2 26.00 20.00 36.00 G -2 1 I 2 26.00 39.UU 46.00 G -1 2 I 2 26.00 19.00 20.00 G -2 2 I 2 26.00 20.00 28.00 G -3 2 I 2 26.0U 39.00 46.00 H -1 1 I 1 31.00 20.00 27.00 H -2 1 I 1 31.00 27.00 31.00 H -3 1 I 1 29.5U 46.00 52.00 I -1 1 I 1 38.00 0.00 52.00 Opening 1 10.00 16.00 Opening 2 30.00 32.00 Opening 3 42.00 44.00 Opening 4 46.00 52.00 1 -1 2 1 1 38.00 0.00 52.00 Opening 1 23.00 25.50 Opening 2 36.00 41.00 Opening 3 46.00 52.00 DRAGSTRUT AND HOLDDOWN FORCES Level Location [ft) Wall X Y 1 0.00 0.00 Line 1 1 0.00 3.50 Line 1 1 0.00 8.50 Line 1 1 0.00 15.00 Line 1 1 U.UU 18.00 Line 1 1 0.00 23.00 Line 1 1 0.00 27.00 Line 1 1 0.00 28.00 Line 1 1 0.00 34.00 Line 1 1 0.00 35.00 Line 1 1 U.UU 38.00 Line 1 1 10.00 11.00 Line 2 1 10.00 13.00 Line 2 1 10.00 19.00 Line 2 1 10.00 21.00 Line 2 1 13.50 0.00 Line 3 1 13.50 14.00 Line 3 1 13.50 16.00 Line 3 1 14.00 14.00 3 -1 1 20.00 0.00 Line 4 1 20.00 4.00 Line 4 1 20.00 7.00 Line 4 1 20.00 10.00 Line 4 1 20.00 12.00 Line 4 1 20.00 12.50 Line 4 1 20.00 26.00 Line 4 1 20.00 27.50 Line 4 1 20.00 29.50 Line 4 1 20.00 38.00 Line 4 1 25.00 10.00 Line 5 1 25.00 16.00 Line 5 1 28.00 26.00 Line 6 1 28.00 38.00 Line 6 1 27.00 26.00 6 -1 1 29.00 10.00 Line ') 1 29.00 16.00 Line 7 1 34.00 21.00 Line 8 1 34.00 28.50 Line 8 1 34.00 31.00 Line 8 1 34.00 38.00 Line 8 1 36.00 U.UU Line 9 11.00 16.0U 4.00 5.00 5.50 14.00 10.00 0.00 6.00 16.00 1.UU 0.00 8.00 7.00 7.00 4.00 6.00 34.00 Position on Wall or Opening Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Right Wall End Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Left Wall End Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element Vert. Element 2431 2431 2431 1545 1545 886 886 2136 1841 886 24.31 722 3148 3148 722 2039 1324 716 '/04 704 704 ')04 1603 704 1603 704 704 /04 705 705 4135 4135 130 730 762 '162 762 762 928 1.00 1.00- 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.UU 1.00 1.00 1.00 1.00 1.00 1.00 1.00 817 1188 248 310 341 867 2498 U 459 1678 134 0 513 449 891 509 '164 4426 3294 4791 1000 1250 13/5 3500 5989 U 1797 4000 1') 50 0 2000 1150 2096 1198 1' /9) 10182 38.50 1.00 3191 11529 Holddown t'orce jibs} Shear Dead Uplift Combined 2431 2431 2431 1545 1545 886 886 2136 1841 886 2431 722 3148 3148 722 2039 1324 716 7 /04 704 704 /04 1603 704 1603 704 704 /04 705 705 4135 4135 /30 730 762 /62 762 762 928 6.00 3.00 2.00 .3.00 2.00 3.00 6.00 3.00 2.50 3.00 5.00 3.00 6.00 3.00 Dragstrut Force[lbs) 249 361 102 264 441 285 808 1181 1463 886 886 3501 Z 11- W � QQ J U O 0 N 0 • W J = I- W O W I Z = 1- O Z F- uj O • N • I- W • W - 0 •• W U= iz O 1-- Z 1 36.00 3.50 Line 9 Vert. Element 928 928 1 36.00 8.50 Line 9 Vert. Element 928 928 1 36.00 11.50 Line 9 Vert. Element 2501 2501 1 36.00 16.00 Line 9 Vert. Element 1572 1572 184 1 36.00 19.00 Line 9 Vert. Element 1512 1b/2 284 1 36.00 27.00 Line 9 Vert. Element 1572 1572 43 1 36.00 29.50 Line 9 Vert. Element 1572 1572 347 1 35.00 38.00 Line 9 •Vert. Element 15/2 1572 1 39.00 20.50 Line 10 Vert. Element 794 794 1 39.00 26.00 Line 10 Vert. Element 794 794 1 45.00 25.00 Line 11 Vert. Element 1005 1005 1 46.00 26.50 Line 11 Vert. Element 2080 2080 1693 1 46.00 38.00 Line 11 Vert. Element 3085 3085 1 52.00 11.50 Line 12 Vert. Element 1051 1051 1 52.00 16.50 Line 12 Vert. Element 3250 3250 285 1 52.00 20.50 Line 12 Vert. Element 1051 1051 1 52.00 22.00 Line 12 Vert. Element 2199 2199 913 1 52.00 25.50 Line 12 Vert. Element 1051 1051 1 0.00 0.00 Line A Vert. Element 1752 1752 1 24.0U 0.U0 Line A Vert. Element 626 626 1 28.00 0.00 Line A Vert. Element 626 626 1 35.50 0.00 Line A Vert. Element 1126 1126 1 36.00 U.UU Line A Vert. Element 625 626 1 13.50 10.00 Line B Vert. Element 505 505 1 22.00 10.00 Line B Vert. Element 505 505 1 29.00 10.00 Line B Vert. Element 505 505 1 35.50 10.00 Line B Vert. Element 1047 1047 1 36.00 10.00 Line B Vert. Element 505 505 1 4b.UU 10.00 Line B Vert. Element 104'/ 104'/ 1 49.50 10.00 Line B Vert. Element 1047 1047 1 52.00 10.00 Line B Vert. Element 1047 1047 1 35.50 11.50 B -1 Lett Wall End 1162 1 46.00 11.50 B -i Left Opening 1 131 1 49.50 11.50 B -1 Right Opening 1 245 1 U.UU 13.50 Line C Vert. Element 1366 1366 1 10.00 13.50 Line C Vert. Element 1366 1366 605 1 20.00 13.50 Line C Vert. Element 868 868 1 25.00 13.50 Line C Vert. Element 868 868 1 28.00 13.50 Line C Vert. Element 868 868 1 36.00 13.50 Line C Vert. Element 868 868 1 2U. UU 12:00 C: - 2 Lett Wall End 125 1 25.00 12.00 C -2 Right Wall End 428 1 28.00 12.00 C -3 Left Wall End 284 1 36.00 12.00 C -3 Right Wall End 10 1 20.00 14.00 Line D Vert. Element 594 594 1 26.00 14.00 Line D Vert. Element 594 594 1 28.50 14.00 Line D Vert. Element 594 594 1 36.00 14.00 Line D Vert. Element 594 594 1 39.50 14.00 Line D Vert. Element 594 594 1 52.00 14.00 Line D Vert. Element 594 594 1 0.00 21.00 Line E Vert. Element 496 496 1 4.00 21.00 Line E Vert. Element 496 496 1 •1.00 21.0U Line E Vert. Element 496 496 1 12.00 21.00 Line E Vert. Element 496 496 1 14.50 21.00 Line E Vert. Element 496 496 1 20.00 21.00 Line E Vert. Element 991 991 1 34.00 21.00 Line E Vert. Element 496 496 1 0.00 25.50 Line F Vert. Element 1998 1998 1 10.0U 25.50 Line F Vert. Element 1998 1998 1 46.00 25.50 Line F Vert. Element 612 612 1 52.00 25.50 Line F Vert. Element 612 612 1 10.00 24.00 F-1 Right Wall End 2018 1 20.00 26.00 Line G Vert. Element 1352 1352 928 1 28.00 26.00 Line G Vert. Element 513 513 1 36.00 26.00 Line G Vert. Element 839 839 8 1 39.00 26.00 Line G Vert. Element 1352 1352 131 1 46.00 26.00 Line G Vert. Element 1352 1352 278 1 20.00 29.50 H -3 Left Wall End 1019 1019 1 27.00 29.50 H -3 Left Wall End 2037 2037 1 31.00 29.50 H -3 Left Wall End 1019 1019 1 46.00 29.50 N -3 Lett Wall End 1019 1019 514 /61a 1 52.00 29.50 H -3 Left Wall End 1019 1019 1 31.00 31.00 H -2 Right Wall End 11U 1 20.00 31.00 H -1 Left Wall End 833 1 0.00 38.00 Line I Vert. Element 1704 1704 1 10.00 38.00 Line 1 Vert. Element 1041 1041 451 1 16.00 38.00 Line I Vert. Element 1041 1041 60 1 23.00 38.00 Line I Vert. Element 663 663 1 25.50 38.0U Line 1 Vert. Element 563 663 1 30.00 38.00 Line I Vert. Element 1041 1041 571 1 32.00 38.00 Line I Vert. Element 1041 1041 401 1 35.00 38.UU Line I Vert. Element 653 663 1 41.00 38.00 Line I Vert. Element 663 663 1 42.00 38.00 Line I Vert. Element 1041 1041 851 1 46.00 38.00 Line I Vert. Element 663 663 2 0.00 0.00 1 -1 Left Wall End 886 886 2 0.00 3.50 1 -1 Left Wall End 886 886 143 2 U.UU 8.50 1 -1 Lett Wall End 886 886 2U'/ 2 0.00 23.00 1 -1 Left Wall End 886 886 385 2 0.00 27.00 1 -1 Left Wall End 886 886 105 2 0.00 30.00 1 -1 Lett Wall End 886 88622/ 2 0.00 35.00 1 -1 Left Wall End 886 886 122 2 0.00 38.00 1 -1 Left Wall End 886 886 2 10.00 11.00 2 -1 Lett Wall End /22 '/22 261 2 10.00 21.00 2 -1 Left Wall End 722 722 404 2 13.50 0.00 3 -1 Left Wall End 716 716 2 13.50 16.00 3 -1 Lett Wall End ' /16 116 829 . 2 20.00 0.00 4 -3 Left Wall End 704 704 2 20.00 4.00 4 -3 Left Wall End 704 704 2 20.00 1.00 4 -3 Lett Wall End '/04 104 2 20.00 10.00 4 -3 Left Wall End 704 704 2 20.00 12.50 4 -3 Left Wall End 704 704 267 2 20.00 21.50 4 -3 Lett Wall End '/04 ' /04 6 2 20.00 29.50 4 -3 Left Wall End 704 704 148 2 20.00 38.00 4 -3 Left Wall End 704 704 2 21.00 4.UU 4 -1 Right Wall End 69 2 21.00 7.00 4 -2 Left Wall End 142 2 21.00 10.00 4 -2 Right Wall End 90 2 25.00 10.00 5 -1 Left Wall End ' /05 ' /U5 139 2 25.00 16.00 5 -1 Left Wall End 705 705 306 2 28.00 26.00 6 -1 Left Wall End 724 724 743 2 28.UU 38.00 6 -1 Lett Wall End /24 `/24 2 29.00 10.00 7 -1 Left Wall End 730 730 144 2 29.00 16.00 7 -1 Left Wall End 730 730 317 2 • 34.0U 21.00 8 -2 Lett Wall End 162 162 164 2 34.00 28.50 8 -2 Left Wall End 762 762 322 2 34.00 31.00 8 -2 Left Wall End 762 762 413 2 34.00 38.00 8 -2 Lett Wall End /62 /62 2 36.00 0.00 9 -1 Left Wall End 928 928 2 36.00 3.50 9 -1 Left Wall End 928 928 337 2 36.00 8.50 9 -1 Lett Wall End 928 928 231 2 36.00 11.50 9 -1 Left Wall End 928 928 526 2 39.00 20.50 10 -1 Left Wall End 794 794 185 2 39.00 26.00 10 -1 Lett Wall End '/94 '/94 24/ 2 46.00 25.00 11 -1 Left Wall End 1005 1005 832 2 46.00 38.00 11 -1 Left Wall End 1005 1005 2 52.00 11.50 12 -1 Lett Wall End 1051 1051 2 52.00 16.50 12 -1 Left Wall End 1051 1051 409 2 52.00 20.50 12 -1 Left Wall End 1051 1051 211 2 52.00 25.50 12 -1 Lett Wall End 1051 1051 620 2 0.00 0.00 A -1 Left Wall End 626 626 2 24.00 0.00 A -i Left Wall End 626 626 209 2 28.00 U.UU A -1 Lett Wall End 626 626 /0 2 36.00 0.00 A -1 Left Wall End 626 626 2 13.50 10.00 B -1 Left Wall End 505 505 367 2 22.00 10.00 B -1 Lett Wall End 505 505 61 2 29.00 10.00 B -1 Left Wall End 505 505 252 2 36.00 10.00 B -1 Left Wall End 505 505 0 2 U.UU 13.50 C -1 Lett Wall End 499 499 2 10.00 13.50 C -1 Left Wall End 499 499 503 2 20.00 14.00 D -3 Left Wall End 594 594 2 26.00 14.00 D -3 Lett Wall End 594 594 uiniiYU r�s.. i:. .2.�� >`:+3�5:.�.�ci::= i:iL:Li.. ''.a.:��ht.L7e:u.w:::.uLk.+� r.., . 2 28.50 14.00 D -3 Left Wall End 594 5 2 36.00 14.00 D -3 Lett Wail End 594 59 2 39.50 14.00 D -3 Left Wall End 594 594 2 52.00 1.4.00 D -3 Left Wall End 594 594 2 28.bU 16.00 D -2 Lett Wall End 898 .2 20.00 16.00 D -1 Left Wall End 943 2 26.00 16.00 D -1 Right Wall End 780 2 0.00 21.00 E -4 Left Wail end 496 49b 2 4.00 21.00 E -4 Left Wall End 496 496 112 2 7.00 21.00 E -4 Left Wall End 496 496 10 2 12.00 21.00 E -4 Lett Wall End 49b 49b 150 2 14.50 21.00 E -4 Left Wall End 496 496 65 2 20.00 21.00 E -4 Left Wall End 991 991 2 34.00 21.00 E -4 Lett Wall End 496 496 611 2 46.00 25.50 F -1 Left Wall End 612 612 406 2 52.00 25.50 F -i Left Wall End 612 612 2 20.00 26.00 G -2 Lett Wall End 513 513 2 28.00 26.00 G -2 Left Wall End 513 513 59 2 39.00 26.00 G -2 Left Wall End 513 513 144 2 46.00 26.0U G -2 Lett Wail End 513 613 1/5 2 19.00 26.00 G -1 Left Wall End 351 2 0.00 38.00 I -1 Left Wall End 663 663 2 23.00 38.00 1 -1 Lett Wall End 663 663 49b 2 25.50 38.00 I -1 Left Wall End 663 663 341 2 36.00 38.00 I -1 Left Wall End 663 663 567 2 41.00 38.00 I -1 Lett Wall End 663 663 261 2 46.00 38,00 I -i Left Wall End 663 663 368 COMPONENT AND CLADDING DESIGN COMPONENTS AND CLADDING by SHEARLINE Fasteners [lbs] Name Level Wall Sheathing [psf] Force Capacity Response Group Jorce Cap. Resp End int End lnt 1 1 1 33.7 30.0 1.12* 34 27 68 0.49 0.40 2 1 33.7 30.0 1.12* 34 27 68 0.49 0.40 8 1 4 33.7 U. U 9 2 1 33.7 30.0 1.12* 34 27 68 0.49 0.40 12 1 1 33.7 30.0 1.12* 34 27 68 0.49 0.40 2 1 33.7 30.0 1.12* 34 2'/ 68 U.49 0.40 A 1 1 33.7 30.0 1.12* 34 27 68 0.49 0.40 2 1 33.7 30.0 1.12* 34 27 68 0.49 0.40 B 1 1 33.7 30.0 1.12* 34 27 Eli U.49 0.40 2 2 33.7 0.0 1.12* 34 27 68 0.49 0.40 1 33.7 30.0 1.12* 34 27 68 0.49 0.40 1 1 1 31.1 30.0 1.06* 32 2/ 68 U.4/ U.40 2 1 33.7 30.0 1.12* 34 27 68 0.49 0.40 *WARNING Sheathing design capacity has been exceeded tor Flexible Design and Rigid Design and exterior non shearwalls SEISMIC DESIGN FLEXIBLE DIAPHRAGM DESIGN SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Cumulative Shear Force Shear Capacity [plf] Response Grp. Dir. EHS Vllbs] Unit V /N'HS[plt] inter lxter Pert total V /r'HS /lot 1 1 1 24.00 686 18.1 28.6 213.9 1.00 213.9 0.13 2 1 24.00 405 10.7 16.9 213.9 1.00 213.9 0.08 2 1 '3 6. UU 489 12.9 81.5 213.9 213.9 1.00 421.8 U.19 2 2 10.00 304 8.0 30.4 125.0 125.0 1.00 250.0 0.12 3 1 2 14.00 362 9.5 25.9 125.0 125.0 1.00 250.0 0.10 2 2 16.00 230 6.1 14.4 125.0 125.0 1.00 250.0 0.06 4 1 1 14.00 481 12.6 34.3 213.9 1.00 213.9 0.16 2 2 30.50 259 6.8 8.5 125.0 125.0 1.00 250.0 0.03 5 2 2 6.U0 1/5 4.6 29.1 125.0 125.0 1.UU 250.0 0.12 6 1 3 12.00 569 15.0 47.4 213.9 213.9 1.00 427.8 0.11 2 2 12.00 90 2.4 7.5 125.0 125.0 1.00 250.0 0.03 / 2 2 b.UU 135 3.6 22.5 125.0 125.0 1.00 250.0 0.09 8 2 2 14.50 164 4.3 11.3 125.0 125.0 1.00 250.0 0.05 // / cop c. 9 1 2 21.00 737 27.8 35.1 125.0 125.0 1.00 250.0 0.14 2 1 6.50 191 5.0 29.3 213.9 1.0U 213.9 0.14 10 2 2 5.50 177 6.7 32.2 125.0 125.0 1.00 250.0 0.13 11 1 1 11.50 442 16.7 38.5 213.9 1.00 213.9 0.18 2 1 13.0U 222 0.4 1/.1 213.9 '1.00 213.9 0.08 12 1 1 5.50 490 18.5 89.1 213.9 1.00 213.9 0.42 2 1 10.00 324 12.2 32.4 213.9 1.00 213.9 0.15 A 1 1 35.5U 6/1 18.9 18.9 213.9 1.00 213.9 U.U9 2 1 32.00 386 10.7 12.1 213.9 1.00 213.9 0.06 B 1 1 13.00 575 11.1 44.2 213.9 1.00 213.9 0.21 2 2 15.50 34'1 9.b 22.4 125.0 125.0 1.UU 250.0 U.U9 C 1 2 23.00 685 13.2 29.8 125.0 125.0 1.00 250.0 0.12 2 2 10.00 178 3.4 17.8 125.0 125.0 1.00 250.0 0.07 D 2 1 33.00 235 4.5 7.1 213.9 1.00 213.9 0.03 E 2 2 28.50 340 6.5 11.9 125.0 125.0 1.00 250.0 0.05 F 1 3 10.00 666 12.8 66.6 213.9 213.9 1.00 427.8 0.16 2 '1 b.00 lb/ 3.2 21.8 213.9 1.UU 213.9 0.13 G 1 2 23.00 510 9.8 22.2 125.0 125.0 1.00 250.0 0.09 2 2 15.00 403 7.7 26.8 125.0 125.0 1.00 250.0 0.11 H 1 1 1/.UU 2UU 3.8 11.8 213.9 1.00 213.9 U.05 I 1 1 34.00 950 18.3 27.9 213.9 1.00 213.9 0.13 2 1 38.50 620 11.9 16.1 213.9 1.00 213.9 0.08 * WARNING design capacity has been exceeded. SHEARWALL SEGMENTS Name Lev Type Wall Dimensions LttJ lull Height Pert Shear [1bsJ Opening LttJ Group Location Start End Sheathing Factor Force Capacity Width Height 1 -1 1 I 1 0.00 0.00 38.00 24.00 1.00 686 5134 Opening 1 3.50 8.5U 5.00 /.00 Opening 2 15.00 18.00 3.00 3.00 Opening 3 28.00 34.00 6.00 7.00 1 -1 2 1 1 0.00 U.UU 38.00 24.UU 1.UU 405 5134 Opening 1 3.50 8.50 5.00 3.00 Opening 2 23.00 27.00 4.00 3.00 Opening 3 30.00 35.00 5.00 1.UU 2 -1 1 I 3 10.00 13.00 19.00 6.00 1.00 489 2567 2 -1 2 'I 2 10.00 11.00 21.00 10.00 1.00 304 2500 3 -1 1 I 2 14.0U 0.00 14.00 14.00 1.00 362 3500 3 -1 2 I 2 13.50 0.00 16.00 16.00 1.00 230 4000 4 -1 1 I 1 20.00 12.00 26.00 14.00 1.00 481 2995 4 =1 2 1 2 21.00 0.00 4.00 4.UU 1.00 34 1000 4 -2 2 I 2 21.00 7.00 10.00 3.00 1.00 25 750 4 -3 2 I 2 20.00 12.50 27.50 15.00 1.00 127 3750 4 -4 2 1 2 20.0U .29.50 38.0U 8.6U 1.UU 72 2125 5 -1 2 I 2 25.00 10.00 16.00 6.00 1.00 175 1500 6 -1 1 I 3 27.00 26.00 38.00 12.00 1.00 569 5134 6 =1 2 I 2 28.00 26.UU 38.0U 12.00 1.UU 9U 3000 7 -1 2 I 2 29.00 10.00 16.00 6.00 1.00 135 1500 8 -1 2 I 2 34.00 21.00 28.50 7.50 1.00 85 1875 8 -2 2 I 2 34.0U 31.00 38.00 '1.UU 1.00 79 1750 9 -1 1 I 2 36.00 11.50 16.00 4.50 1.00 158 1125 9 -2 1 I 2 36.00 19.00 27.00 8.00 1.00 281 2000 9 - 1 1 2 3b.00 29.50 38.00 8.50 1.10 298 2125 9 -1 2 I 1 36.00 0.00 11.50 6.50 1.00 191 1390 Opening 1 3.50 8.50 5.00 3.00 10 -1 2 I 2 39.00 20.50 26.00 5.50 1.00 117 1375 11 -1 1 I 1 46.00 26.50 38.00 11.50 1.00 442 2460 11 -1 2 I 1 46.00 25.00 38.00 13.00 1.00 222 2781 12 -1 1 1 1 52.00 11.50 38.00 5.50 1.UU 490 11/b Opening 1 12.50 16.50 4.00 7.00 Opening 2 '22.00 25.00 3.00 7.00 Opening 3 25.50 38.0U 12.5U 7.00 12 -1 2 I 1 52.00 11.50 38.00 10.00 1.00 324 2139 Opening 1 16.50 20.50 4.00 3.00 Opening 2 26.50 38.UU 12.50 1.00 A -1 1 I 1 0.00 0.00 35.50 35.50 1.00 671 7593 1-1 2 I 1 0.00 0.00 36.00 32.00 1.00 386 6845 Opening 1 24.00 28.00 4.0U 3.00 B -1 1 I 1 11.50 35.50 52.00 13.00 1.00 575 2781 Opening 1 46.00 49.50 3.50 3.00 / %U .... �. t.. aa�,:.>:. r. �.�.a�n,.�.�d,.�_..� +.: _ .:.U6:::ri«:.,�i4::.i�'..;K ".Y�;.n.. ,uti•,.i i Z = 1- '~ 6 U 00 N 0 J = H LL W O u. Q 07 I F- W Z = H 0 Z F - ui 0 O N o 1- W W 2 u' 0 ..Z W U =' O - H Z B -1 2 I 2 10.00 13.50 22.00 8.50 1.00 190 2125 B -2 2 I 2 10.00 29.00 36.00 (.00 1.00 151 1150 C -1 1 I 2 13.50 0.00 10.00 10.00 1.00 298 2500 C -2 1 I 2 12.00 20.00 25.00 5.00 1.00 149 1250 C -3 1 1 2 12.00 28.00 36.U0 8.00 1.UU 238 2000 C -1 2 I 2 13.50 0.00 10.00 10.00 1.00 178 2500 D -1 2 I 1 16.00 20.00 26.00 6.00 1.00 43 1283 13-2 Z 1 1 16.00 28.50 39.50 11.00 1.00 /8 2.353 D -3 2 I 1 14.00 36.00 52.00 16.00 1.00 114 3422 E -1 2 I 2 21.00 0.00 4.00 4.00 1.00 48 1000 E -2 2 1 2 21.0U /.00 12.00 5.00 1.00 60 125U E -3 2 I 2 21.00 14.50 20.00 5.50 1.00 66 1375 E -4 2 I 2 21.00 20.00 34.00 14.00 1.00 167 3500 F -1 1 I 3 24.00 0.00 10.00 10.00 1.00 666 4218 F -2 1 I 3 24.50 36.00 37.00 0.00 1.00 0 0 F -1 2 I 1 25.50 46.00 52.00 6.00 1.00 167 1283 G -1 1 I •2 26.00 20.00 3b.00 lb.UU 1.UU 355 4000 G -2 1 I 2 26.00 39.00 46.00 7.00 1.00 155 1750 G -1 2 I 2 26.00 19.00 20.00 0.00 1.00 0 0 (G -2 Z 1 2 26.UU ZU.UU 28.00 23.00 1.UU 215 2000 G -3 2 I 2 26.00 39.00 46.00 7.00 1.00 188 1750 H -1 1 I 1 31.00 20.00 27.00 7.00 1.00 82 1497 H -2 1 1 1 31.00 2•I.UU 31.00 4.00 1.UU 4/ 856 H -3 1 I 1 29.50 46.00 52.00 6.00 1.00 71 1283 I -1 1 I 1 38.00 0.00 52.00 34.00 1.00 950 7273 Opening 1 10.00 16.00 Opening 2 30.00 32.00 Opening 3 42.00 44.00 Opening 4 46.0U 52.00 I -1 2 I 1 38.00 0.00 52.00 38.50 1.00 620 8235 Opening 1 23.00 25.50 Opening 2 36.00 41.00 Opening 3 46.00 52.00 6.UU 3.00 2.00 3.00 2.00 3.00 6.UU 3.00 2.50 3.00 5.00 3.00 6.00 3.00 DRAGSTRUT AND HOLDDOWN FORCES Level Location [it] Wall Position on Wall Holddown Force [1bs] Uragstrut X Y or Opening Shear Dead Uplift Combined Force[lbs] 1 0.00 0.00 Line 1 Vert. Element 364 364 1 0.00 3.50 Line 1 Vert. Element 364 364 31 1 0.00 8.50 Line 1 Vert. Element 364 364 53 1 0.00 15.00 Line 1 Vert. Element 229 229 15 1 U.UU 123.00 Line 1 Vert. Element 229 229 39 1 0.00 23.00 Line 1 Vert. Element 135 135 1 0.00 27.00 Line 1 Vert. Element 135 135 1 0.00 • 28.00 Line 1 Vert. Element 319 319 66 1 0.00 34.00 Line 1 Vert. Element 274 274 42 1 0.00 35.00 Line 1 Vert. Element 135 135 1 U.UU 333.00 Line 1 Vert. Element 1364 364 1 10.00 11.00 Line 2 Vert. Element 243 243 1 10.00 13.00 Line 2 Vert. Element 652 652 167 1 10.00 19.00 Line 2 Vert. Element 652 652 244 1 10.00 21.00 Line 2 Vert. Element 243 243 1 13.50 0.00 Line 3 Vert. Element 322 322 1 13.50 14.00 Line 3 Vert. Element 20) 20/ 1 13.50 16.00 Line 3 Vert. Element 115 115 1 14.00 14.00 3 -1 Right Wall End 229 1 20.00 0.00 Line 4 Vert. Element 68 68 1 20.00 4.00 Line 4 Vert. Element 68 68 1 20.00 7.00 Line 4 Vert. Element 68 68 1 20.00 10.00 Line 4 Vert. Element 623 68 1 20.00 12.00 Line 4 Vert. Element 275 275 152 1 20.00 12.50 Line 4 Vert. Element 68 68 1 20.00 26.00 Line 4 Vert. Element 275 275 152 1 20.00 27.50 Line 4 Vert. Element 68 68 1 20.00 29.50 Line 4 Vert. Element 68 68 1 20.00 38.00 Line 4 Vert. Element 68 68 1 25.00 10.00 Line 5 Vert. Element 233 233 1 25.00 16.00 Line 5 Vert. Element 233 233 1 '28.00 26.00 Line 6 Vert. Element 439 439 1 28.00 38.00 Line 6 Vert. Element 439 439 1 27.00 26.00 6 -1 Left Wall End 389 1 29.00 10.00 Line 7 Vert. Element 180 180 1 29.UU 1b.UU Line '/ Vert. Element 18U 18U 1 34.00 21.00 Line 8 Vert. Element 91 91 1 34.00 28.50 Line 8 Vert. Element 91 91 1 34.UU 31.00 Line 8 Vert. Element 91 91 1 34.00 38.00 Line 8 Vert. Element 91 91 1 36.00 0.00 Line 9 Vert. Element 235 235 i 36.U0 3.5U Line 9 Vert. Element 235 235 1 36.00 8.50 Line 9 Vert., Element 235 235 1 36.00 11.50 Line 9 Vert. Element 515 515 1 36.00 lb.UU Line 9 Vert. Element 281 281 33 1 36.00 19.00 Line 9 Vert. Element 281 281 51 1 36.00 27.00 Line 9 Vert. Element 281 281 8 1 36.00 29.50 Line 9 Vert. Element 281 281 62 1 36.00 38.00 Line 9 Vert. Element 281 281 1 39.00 20.50 Line 10 Vert. Element 258 258 1 39.UU 26.UU Line 1U Vert. Element 258 2b8 1 46.00 25.00 Line 11 Vert. Element 137 137 1 46.00 26.50 Line 11 Vert. Element 308 308 250 1 46.UU 38.UU Line 11 Vert. Element 444 444 1 52.00 11.50 Line 12 Vert. Element 259 259 1 52.00 16.50 Line 12 Vert. Element 972 972 92 1 52.00 20.50 Line '12 Vert. Element 259 259 1 52.00 22.00 Line 12 Vert. Element 713 713 296 1 52.00 25.50 Line 12 Vert Element 259 259 1 U.00 0.00 Line A Vert. Element 248 248 1 24.00 0.00 Line A Vert. Element 97 ' 97 1 28.00 0.00 Line A Vert. Element 97 97 1 '.3b.bu U.UU Line A Vert. Element 151 151 1 36.00 0.00 Line A Vert. Element 97 97 1 13.50 10.00 Line B Vert. Element 179 179 1 22.00 10.00 Line B Vert. Element 1' /9 179 1 29.00 10.00 Line B Vert. Element 179 179 1 35.50 10.00 Line B Vert. Element 354 354 1 36.00 10.00 Line B Vert. Element 179 179 1 46.00 10.00 Line B Vert. Element 354 354 1 49.50 10.00 Line B Vert. Element 354 354 1 52.U0 10.00 Line B Vert. Element 354 354 1 35.50 11.50 B -i Left Wall End 393 1 46.00 11.50 B -1 Left Opening 1 99 1 49.bU i1.bu 13 -1 Right Opening 1 83 1 28.00 12.00 C -3 Left Wall End 3 78 1 36.00 12.00 C -3 Left Wall End 103 211 1 0.00 13.50 Line C Vert. Element 381 381 1 10.00 13.50 Line C Vert. Element 381 381 166 1 20.00 13.50 Line C Vert. Element 238 238 1 25.00 13.5U Line C Vert. Element 238 238 1 28.00 13.50 Line C Vert. Element 238 238 1 36.00 13.50 Line C Vert. Element 238 238 1 20.00 12.0U C -2 Left Wall End 34 1 25.00 12.00 C -2 Right Wall End 117 1 20.00 14.00 Line D Vert. Element 57 57 1 26.U0 14.0U Line D Vert. Element 5/ 5/ 1 28.50 14.00 Line D Vert. Element 57 57 1 36.00 14.00 Line D Vert. Element 57 57 1 39.50 14.00 Line D Vert. Element 57 57 1 52.00 14.00 Line D Vert. Element 57 57 1 0.00 21.00 Line E Vert. Element 95 95 1 4.UU 21.00 Line E Vert. Element 95 95 1 7.00 21.00 Line E Vert. Element 95 95 1 12.00 21.00 Line E Vert. Element 95 95 1 14.5U 21.0U Line E Vert. Element 95 95 1 20.00 21.00 Line E Vert. Element 191 191 1 34.00 21.00 Line E Vert. Element 95 95 1 U.UU 25.50 Line F Vert. Element 532 532 1 10.00 25.50 Line F Vert. Element 532 532 1 46.00 25.50 Line F Vert. Element 222 222 1 52.00 25.50 Line F Vert. Element 222 222 1 10.00 24.00 F -i Right Wall End 538 1 20.00 26.00 Line G Vert. Element 392 392 196 1 28.00 26.00 Line G Vert. Element 215 215 1 36.00 26.00 Line G Vert. Element 177 177 2 1 39.00 26.00 Line G Vert. Element 392 392 28 1 46.00 26.00 Line G Vert. Element 392 392 59 1 20.00 29.50 H -3 Left Wall End 94 94 1 21.UU 29.50 H -3 Lett Wall End 188 188 1 31.00 29.50 H -3 Left Wall End 94 94 1 46.00 29.50 H -3 Left Wall End 94 94 47 1 b2.0U 29.50 H -3 Left Wall End 94 94 1 31.00 31.00 H -2 Right Wall End 10 1 20.00 31.00 H -1 Left Wall End 77 1 U.UU 38.0U Line I Vert. Element 3b2 3b2 1 10.00 38.00 Line I Vert. Element 223 223 97 1 16.00 38.00 Line I Vert. Element 223 223 13 1 23.00 38.00 Line I Vert. Element 129 129 1 25.50 38.00 Line I Vert. Element 129 129 1 30.00 38.00 Line I Vert. Element 223 223 122 1 32.UU 38.OU Line 1 Vert. Element 223 22.3 86 1 36.00 38.00 Line I Vert. Element 129 129 1 41.00 38.00 Line I Vert. Element 129 129 1 42.00 38.U0 Line 1 Vert. dement 223 223 183 1 46.00 38.00 Line I Vert. Element 129 129 2 0.00 0.00 1 -1 Left Opening 3 135 135 2 U.UU 3.b0 1 -1 Lett Opening 3 135 135 22 2 0.00 8.50 1 -1 Left Opening 3 135 135 32 2 0.00 23.00 1 -1 Left Opening 3 135 135 59 2 0.00 27.00 1 -1 Left Opening 3 135 135 16 2 0.00 30.00 1 -1 Left Opening 3 135 135 35 2 0.00 35.00 1 -1 Left Opening 3 135 135 19 2 U.UU iL.UU 1 -1 Lett Opening 3 135 135 2 10.00 11.00 2 -1 Left Wall End 243 243 88 2 10.00 21.00 2 -1 Left Wall End 243 243. 136 2 13.50 0.00 3 -1 Left Wall End 115 115 2 13.50 16.00 3 -1 Left Wall End 115 115 133 2 20.00 0.00 4 -3 Left Wall End 68 68 2 20.00 4.00 4-3 Lett Wall End b8 68 2 20.00 7.00 4 -3 Left Wall End 68 68 2 20.00 10.00 4 -3 Left Wall End 68 68 2 20.00 12.50 4 -3 Lett Wall End 68 68 26 2 20.00 27.50 4 -3 Left Wall End 68 68 1 2 20.00 29.50 4 -3 Left Wall End 68 68 14 2 2U.UU 38:UU 4 -.3 Lett Wall End 108 68 2 21.00 4.00 4 -1 Right Wall End 7 2 21.00 7.00 4 -2 Left Wall End 14 2 21.00 10.00 4 -2 Right Wall End 9 2 25.00 10.00 5 -1 Left Wall End 233 233 46 2 25.00 16.00 5 -1 Left Wall End 233 233 101 2 28.00 26.UU b -1 Lett Wall End bU 6U 62 2 28.00 38.00 6 -1 Left Wall End 60 60 2 29.00 10.00 7 -1 Left Wall End 180 180 36 2 29.00 16.00 1 -1 Lett Wall End 180 180 78 2 34.00 21.00 8 -2 Left Wall End 91 91 91 2 34.00 28.50 8 -2 Left Wall End 91 91 38 2 34.UU 31.UU 8 -2 Lett Wall End 91 91 49 2 34.00 38.00 8 -2 Left Wall End 91 91 2 36.00 0.00 9 -1 Left Opening 1 235 235 2 36.00 3.50 9 -1 Lett Opening 1 235 235 85 2 36.00 8.50 9 -1 Left Opening 1 235 235 60 2 36.00 11.50 9 -1 Left Opening 1 235 235 133 2 39.00 20.bU 10 -1 Lett Wall End 2b8 258 bU 2 39.00 26.00 10 -1 Left Wall End 258 258 80 2 46.00 25.00 11 -1 Left Wall End 137 137 113 2 45.00 LOU 3 11 -1 Lett Wall End 131 131 2 52.00 11.50 12 -1 Left Opening 2 259 259 2 52.00 16.50 12 -1 Left Opening 2 259 259 101 2 52.00 20.50 12 -1 Lett Opening 2 259 259 52 2 52.00 25.50 12 -1 Left Opening 2 259 259 153 2 0.00 0.00 A -1 Left Opening 1 97 97 2 24 .00 0.00 A -1 Lett Opening 1 91 91 32 2 28.00 0.00 A -1 Left Opening 1 97 97 11 2 36.00 0.00 A -1 Left Opening 1 97 97 2 13.50 10.00 B -1 Lett Wall End 1'19 119 130 Z2/ zs 2 22.00 10.00 B -1 Left Wall End 179 179 22 2 29.00 10.00 B -1 Lett Wall End 1' /9 1 /9 89 2 36.00 10.00 B -1 Left Wall End 179 179 2 0.00 13.50 C -1 Left Wall End 142 142 2 1U.OU 13.50 C -1 Lett Wall End 142 142 144 2 20.00 14.00 D -3 Left Wall End 57 57 2 26.00 14.00 D -3 Left Wall End 57 57 228.bO 14.00 U -3 Lett Wall End 5/ b/ 2 36.00 14.00 D -3 Left Wall End 57 57 2 39.50 14.00 D -3 Left Wall End 57 57 2 52.UU 14.00 D -3 Lett Wall End b'/ 5/ 2 28.50 16.00 D -2 Left Wall End 86 2 20.00 16.00 D -1 Left Wall End 90 2 26.00 16.00 D -1 Right Wall End '/5 2 0.00 21.00 E -4 Left Wall End 95 95 2 4.00 21.00 E -4 Left Wall End 95 95 22 2 1.00 21.00 E -4 Lett Wall End 95 95 2 2 12.00 21.00 E -4 Left Wall End 95 95 2 2 14.50 21.00 E -4 Left Wall End 95 95 13 2 20.00 21.UU E -4 Lett Wall End 191 191 2 34.00 21.00 E -4 Left Wall End 95 95 118 2 46.00 25.50 F -1 Left Wall End 222 222 147 2 52.00 25.50 F -1 Lett Wall End 222 222 2 20.00 26.00 G -2 Left Wall End 215 215 2 28.00 26.00 G -2 Left Wall End 215 215 25 2 39.00 26.00 G -2 Lett Wall End 215 215 6U 2 46.00 26.00 G -2 Left Wall End 215 215 73 2 19.00 26.00 G -1 Left Wall End 147 2 0. UU 38.00 1 -1 Lett Opening .3 129 129 2 23.00 38.00 I -1 Left Opening 3 129 129 96 2 25.50 38.00 I -1 Left Opening 3 129 129 66 2 36.00 38.00 I -1 Lett Opening 3 129 129 110 2 41.00 38.00 I -1 Left Opening 3 129 129 51 2 46.00 38.00 I -1 Left Opening 3 129 129 72 RIGID. DIAPHRAGM DESIGN SHEAR RESULTS by SHEARLINE Line Lev Wall Wind Total Cumulative Shear Force Shear Capacity [plf] Response Grp. Dir. @'HS Vtlbs] Unit V /VHS[p1t] Inter Exter Pert Total V /r'H5 /'1'ot 1 1 1 24.00 772 20.3 32.2 213.9 1.00 213.9 0.15 2 1 24.00 392 10.3 16.3 213.9 1.00 213.9 0.08 2 1 3 6. UU 387 10.2 64.4 213.9 213.9 1. UU 42/.8 U.15 2 2 10.00 187 4.9 18.7 125.0 125.0 1.00 250.0 0.07 3 1 2 14.00 527 13.9 37.7 125.0 125.0 1.00 250.0 0.15 2 2 16.00 298 ).8 18.b 125.0 125.0 1.00 250.0 0.0/ 4 1 1 14.00 452 11.9 32.3 213.9 1.00 213.9 0.15 2 2 30.50 561 14.8 ,18.4 125.0 125.0 1.00 250.0 0.07 5 2 2 6.00 112 2.9 18.6 125.0 125.0 1.00 250.0 0.07 6 1 3 12.00 813 21.4 67.7 213.9 213.9 1.00 427.8 0.16 2 2 12.00 231 6.1 19.3 125.0 125.0 1.00 250.0 0.08 '1 2 2 b.00 11/ 3.1 19.5 125.0 125.0 1.UU 250.0 0.08 8 2 2 14.50 299 7.9 20.6 125.0 125.0 1.00 250.0 0.08 9 1 2 21.00 911 34.4 43.4 125.0 125.0 1.00 250.0 0.17 2 1 6.50 11'/ 3.1 18.0 213.9 1.00 213.9 0.08 10 2 2 5.50 119 4.5 21.7 125.0 125.0 1.00 250.0 0.09 11 1 1 11.50 468 17.7 40.7 213.9 1.00 213.9 0.19 2 1 13.00 259 9.8 19.9 213.9 1.UU 213.9 0.09 12 1 1 5.50 236 8.9 42.9 213.9 1.00 213.9 0.20 2 1 10.00 210 7.9 21.0 213.9 1.00 213.9 0.10 A 1 1 35.50 949 2b./ 2b./ 213.9 1.00 213.9 0.1.3 2 1 32.00 462 12.8 14.4 213.9 1.00 213.9 0.07 B 1 1 13.00 331 6.4 25.5 213.9 1.00 213.9 0.12 2 2 15.50 258 1.2 1b.b 125.0 125.0 1.UU 250.0 U.0/ C 1 2 23.00 682 13.1 29.7 125.0 125.0 1.00 250.0 0.12 2 2 10.00 166 3.2 16.6 125.0 125.0 1.00 250.0 0.07 D 2 1 33.00 46/ 9.0 14.1 213.9 1.0U 213.9 0.0/ E 2 2 28.50 478 9.2 16.8 125.0 125.0 1.00 250.0 0.07 F 1 3 10.00 503 9.7 50.3 213.9 213.9 1.00 427.8 0.12 2 1 b.UU 9U 1.1 15.0 213.9 1.00 213.9 U.U, z 3/ C�iti :'Y•t'A:b;;�= �r�.'aiELiA:i >: i::.ti::�'.:i...... .. °.•iz G 1 2 23.00 685 13.2 29.8 125.0 125.0 1.00 250.0 0.12 2 2 15.00 264 5.1 1/.6 125.0 125.0 1.00 250.0 0.0/ H 1 1 17.00 444 8.5 26.1 213.9 1.00 213.9 0.12 I 1 1 34.00 928 17.8 27.3 213.9 1.00 213.9 0.13 2 1 30.50 645 12.4 15.8 213.9 1.UU 213.9 0.00 * WARNING design capacity has been exceeded. SHEARWALL SEGMENTS Name Lev Type Wall Dimensions MI Full Height Pert Shear IUDs' Opening MI Group Location Start End Sheathing Factor Force Capacity Width Height 1 -1 1 I 1 0.00 0.00 38.00 24.00 1.00 772 5134 Opening 1 3.50 0.50 5.UU /.00 Opening 2 15.00 18.00 3.00 3.00 Opening 3 28.00 34.00 6.00 7.00 1 -1 2 1 1 U.UU U.UU 38.00 24.00 1.00 392 5134 Opening 1 3.50 8.50 5.00 3.00 Opening 2 23.00 27.00 4.00 3.00 Opening 3 30.00 35.00 5.UU /.UU 2 -1 1 I 3 10.00 13.00 19.00 6.00 1.00 387 2567 2 -1 2 I 2 10.00 11.00 21.00 10.00 1.00 187 2500 3 -1 1 I 2 14.00 0.00 14.00 14.00 1.00 527 3500 3 -1 2 I 2 13.50 0.00 16.00 16.00 1.00 298 4000 4 -1 1 I 1 20.00 12.00 26.00 14.00 1.00 452 2995 4 -1 2 1 2 21.00 U.UU 4.00 4.UU 1.UU /4 1000 4 -2 2 I 2 21.00 7.00 10.00 3.00 1.00 55 750 4 -3 2 I 2 20.00 12.50 27.50 15.00 1.00 276 3750 4 -42 I2 20.00 29.50 38.00 0.50 1.00 156 2125 5 -1 2 I 2 25.00 10.00 16.00 6.00 1.00 112 1500 6 -1 1 I 3 27.00 26.00 38.00 12.00 1.00 813 5134 6 -1 2 I 2 20.00 26.00 38.00 12.00 1.UU 231 3000 7 -1 2 I 2 29.00 10.00 16.00 6.00 1.00 117 1500 8 -1 2 I 2 34.00 21.00 28.50 7.50 1.00 154 1875 8 -2 2 I 2 34.00 31.00 38.00 /.UU 1.0U 144 1750 9 -1 1 I 2 36.00 11.50 16.00 4.50 1.00 195 1125 9 -2 1 I 2 36.00 19.00 27.00 8.00 1.00 347 2000 9 -3 1 1 2 36.00 19.50 30.00 0.50 1.UU 3b9 2125 9 -1 2 I 1 36.00 0.00 11.50 6.50 1.00 117 1390 Opening 1 3.50 8.50 5.00 3.00 10 -1 2 I 2 39.0U 20.50 26.00 5.50 1.00 119 1375 11 -1 1 I 1 46.00 26.50 38.00 11.50 1.00 468 2460 11 -1 2 I 1 46.00 25.00 38.00 13.00 1.00 259 2781 12 -1 1 I 1 52.00 11.50 38.00 5.50 1.UU 236 1176 Opening l 12.50 16.50 4.00 7.00 Opening 2 22.00 25.00 3.00 7.00 Opening 3 25.50 38.00 12.5U '/.UU 12 -1 2 I 1 52.00 11.50 38.00 10.00 1.00 210 2139 Opening 1 16.50 20.50 4.00 3.00 Opening 2 25.50 38.00 12.50 1.00 A -1 1 I 1 0.00 0.00 35.50 35.50 1.00 949 7593 A -1 2 I 1 0.00 0.00 36.00 32.00 1.00 462 6845 Opening 1 24.00 28.00 4.UU 3.UU B -1 1 I 1 11.50 35.50 52.00 13.00 1.00 331 2781 Opening 1 46.00 49.50 3.50 3.00 B -1 2 I 2 10.00 13.50 22.00 8.b0 1.UU 141 2125 B -2 2 I 2 10.00 29.00 36.00 7.00 1.00 117 1750 C -1 1 I 2 13.50 0.00 10.00 10.00 1.00 297 2500 C -2 I 1 2 12.0U 2U. UU 25. UU 5. UU 1.00 140 . 1250 C -3 1 I 2 12.00 28.00 36.00 8.00 1.00 237 2000 C -1 2 I 2 13.50 0.00 10.00 10.00 1.00 166 2500 0 -1 2 I 1 1b.UU 20.00 26.00 6.UU 1.UU 85 1283 D -2 2 I 1 16.00 28.50 39.50 11.00 1.00 156 2353 D -3 2 I 1 14.00 36.00 52.00 16.00 1.00 226 3422 E -1 2 I 2 21.00 U.UU 4.00 4.00 1.00 67 1000 E -2 2 I 2 21.00 7.00 12.00 5.00 1.00 84 1250 E -3 2 I 2 21.00 14.50 20.00 5.50 1.00 92 1375 E -4 2 1 2 21.00 20.00 34.00 14.00 1.UU 235 3500 F -1 1 I 3 24.00 0.00 10.00 10.00 1.00 503 4278 F -2 1 I 3 24.50 36.00 37.00 0.00 1.00 0 0 6' -1 2 1 1 25.60 45.00 52.00 b.UU 1.00 9U 1283 G -1 1 I 2 26.00 20.00 36.00 16.00 1.00 476 4000 2 G -2 1 G -1 2 G -2 2 G -3 2 H -1 1 H -2 1 H -3 1 1 -1 1 Opening Opening Opening Opening I -1 2 Opening Opening Opening 1 2 '.3 4 1 2 3 I 2 26.00 I 2 26.00 I 2 26.00 I 2 26.00 1 1 31.00 I 1 31.00 I 1 29.50 1 1 3t].UU I 1 38.00 DRAGSTRUT AND HOLDDOWN FORCES Level Location [ft] Wall X 1 0.00 0.00 Line 1 1 0.00 3.50 Line 1 1 0.00 13.b0 Line 1 1 0.00 15.00 Line 1 1 0.00 18.00 Line 1 1 0.00 23.00 Line 1 1 0.00 27.00 Line 1 1 0.00 28.00 Line 1 1 U.00 34.0 Line '1 1 0.00 35.00 Line 1 1 0.00 38.00 Line 1 1 10.00 11.00 Line 2 1 10.00 13.00 Line 2 1 10.00 19.00 Line 2 1 10.00 21.00 Line 2 1 13.50 0.00 Line 3 1 13.50 14.00 Line 3 1 13.50 16.00 Line 3 1 14.00 14.00 3 -1 1 20.00 0.00 Line 4 1 20.00 4.00 Line 4 1 20.00 7.00 Line 4 1 20.00 10.00 Line 4 1 20.00 12.00 Line 4 1 20.00 12.50 Line 4 1 20.00 26.00 Line 4 1 20.00 21.bU Line 4 1 20.00 29.50 Line 4 1 20.00 38.00 Line 4 1 25.00 10.00 Line b 1 25.00 16.00 Line 5 1 28.00 26.00 Line 6 1 28.00 38.00 Line b 1 27.00 26.00 6 -1 1 29.00 10.00 Line 7 1 29.0U 16.00 Line '/ 1 34.00 21.00 Line 8 1 34.00 28.50 Line 8 1 34.00 31.00 Line 8 1 34.00 38.00 Line 8 1 36.00 0.00 Line 9 1 36.00 3.50 Line 9 1 36.00 8.50 Line 9 1 36.00 11.50 Line 9 1 36.00 16.00 Line 9 1 36.00 19.00 Line 9 1 36.00 27.00 Line 9 1 36.00 29.50 Line 9 1 36.00 38.00 Line 9 1 39.00 20.50 Line 10 1 39.00 26.00 Line 10 39.00 19.00 20.00 39.00 20.00 27.00 46.00 0.00 10.00 30.00 42.00 46.00 0.00 23.00 36.00 46.00 Position on Wall or Opening Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Right Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Left Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. Vert. 46.00 '20.00 28.00 46.00 21.00 31.00 52.00 62.00 16.00 32.00 44.00 52.00 52.00 26.50 41.00 52.00 Element Element Element Element Element Element Element Element Element Element Element Element Element Element Element Element Element Element Wall End Element Element Element Element Element Element Element Element Element Element Element Element Element Element Wall End Element Element Element Element Element Element Element Element Element Element Element Element Element Element Element Element Element 7.00 1.00 208 1750 0.00 1.00 0 0 8.00 1.00 141 2000 7.00 1.00 123 1750 1.00 1.00 183 149/ 4.00 1.00 105 856 6.00 1.00 157 1283 34.00 1.00 928 /2/3 38.50 1.00 646 8235 Holddown Force [lbs] Shear Dead Uplitt Combined 388 388 388 388 388 388 257 257 257 257 131 131 131 131 344 344 301 301 131 131 388 388 160 150 516 516 516 516 . 1bU 150 450 450 301 301 149 149 147 147 14 "1 14'/ 147 147 147 147 268 268 147 147 258 258 14/ 14/ 147 147 147 147 149 149 149 149 696 696 696 696 156 156 156 156 165 165 165 165 166 1(05 165 165 144 144 144 144 144 144 491 491 3/1/ 34j 347 347 347 347 34'/ 34 347 347 174 174 1'/4 1 6.00 3.00 2.00 3.00 2.00 3.00 6.00 3.00 2.50 3.00 5.00 3.00 6.00 3.00 Dragstrut r'orce [ lbs ] 41 60 17 44 75 4 / 132 193 333 143 143 556 41 63 9 77 1 36.00 38.00 Line I Vert. Element 134 134 1 41.00 38.0U Line I Vert. Element 134 134 1 42.00 38.00 Line I Vert. Element 218 218 178 1 46.00 38.00 Line I Vert. Element 134 134 2 U.UU U.U0 1 -1 Lett Opening 3 131 131 2 0.00 3.50 1.-1 Left Opening 3 131 131 21 2 0.00 8.50 1 -1 Left Opening 3 131 131 30 2 U:00 23.00 1 -1 Lett Opening 3 131 131 5/ 2 0.00 27.00 1 -1 Left Opening 3 131 131 15 2 0.00 30.00 1 -1 Left Opening 3 131 131 33 2 0.00 3b.UU 1 -1 Lett Opening 3 131 131 18 2 0.00 38.00 1 -1 Left Opening 3 131 131 2 10.00 11.00 2 -1 Left Wall End 150 150 54 2 10.00 21.00 2 -1 Lett Wall End 150 150 84 2 13.50 0.00 3 -1 Left Wall End 149 149 2 13.50 16.00 3 -1 Left Wall End 149 149 173 2 20.0U U.UU 4 -3 Lett Wall End 14/ 14/ 2 20.00 4.00 -4 -3 Left Wall End 147 147 2 20.00 7.00 4 -3 Left Wall End 147 147 2 20.00 10.00 4 -3 Left Wall End 14/ 14/ 2 20.00 12.50 4 -3 Left Wall End 147 147 56 2 20.00 27.50 4 -3 Left Wall End 147 147 1 2 2U. UU 29.50 4 -3 Lett Wall End 14/ 14'/ 31 2 20.00 38.00 4 -3 Left Wall End 147 147 2 21.00 4.00 4 -1 Right Wall End 15 2 21.00 '/.UU 4 -2' Lett Wall End 30 2 21.00 10.00 4 -2 Right Wall End 19 2 25.00 10.00 5 -1 Left Wall End . 149 149 29 2 `25:0U 1b.0U 5 -i Lett Wall End 149 149 bb 2 28.00 26.00 6 -1 Left Wall.End 154 154 158 2 28.00 38.00 6 -1 Left Wall End 154 154 2 29.00 1U.UU ' / -1 Lett Wall End 156 15b 31 2 29.00 16.00 7 -1 Left Wall End 156 156 68 2 34.00 21.00 8 -2 Left Wall End 165 165 165 2 34.00 28.50 8 -2 Lett Wall End 1b5 lbb 69 2 34.00 31.00 8 -2 Left Wall End 165 165 89 2 34.00 38.00 '8 -2 Left Wall End 165 165 2 36.00 U.UU 9 -1 Lett Opening 1 144 144 2 36.00 3.50 9 -1 Left Opening 1 144 144 52 2 36.00 8.50 9 -1 Left Opening 1 144 144 37 2 35.00 11.50 9 -1 Lett Opening 1 144 144 82 2 39.00 20..50 10 -1 Left Wall End 174 174 41 2 39.00 26.00 10 -1 Left Wall End 174 174 54 2 46.00 25.00 11 -1 Lett Wall End 159 159 132 2 46.00 38.00 11 -1 Left Wall End 159 159 2 52.00 11.50 12 -1 Left Opening 2 168 168 2 52.00 15.50 12 -1 Lett Opening 2 158 168 65 2 52.00 20.50 12 -1 Left Opening 2 168 168 34 2 52.00 25.50 12 -1 Left Opening 2 168 168 99 2 0.00 U.U0 A -i Lett Opening 1 115 115 2 24.00 0.00 A -1 Left Opening 1 115 115 38 2 28.00 0.00 A -1 Left Opening 1 115 115 13 2 36.00 0.00 A -1 Lett Opening 1 115 115 2 13.50 10.00 B -1 Left Wall End 133 133 97 2 22.00 10.00 B -1 Left Wall End 133 133 16 2 29.00 10.00 B -1 Lett Wall End 133 133 66 2 36.00 10.00 B -i Left Wall End 133 133 2 0.00 13.50 C -1 Left Wall End 133 133 2 1U.UU 13.50 C -1 Lett Wall End 13t 133 134 2 20.00 14.00 D -3 Left Wall End 113 113 2 26.00 14.00 D -3 Left Wall End 113 113 2 28.50 14.UU D -3 Lett Wall End iii 113 2 36.00 14.00 D -3 Left Wall End 113 113 2 39.50 14.00 D -3 • Left Wall End 113 113 2 52.00 14.00 D -3 Lett Wall End 113 113 2 28.50 16.00 D -2 Left Wall End 171 2 20.00 16.00 D -1 Left Wall End 180 2 26.00 16.0U D -1 Right Wall End 149 2 0.00 21.00 E -4 Left Wall End 134 134 2 4.00 21.00 E -4 Left Wall End 134 134 30 2 7.00 21. 00 E -4 Lett Wall End 134 134 3 • 2 12.00 21.00 E -4 Left Wall End 134 134 41 2 14.5U 21.0U E -4 Left Wall End 134 134 18 2 20.00 21.00 E -4 Left Wall End 269 269 2 34.00 21.00 E -4 Left Wall End 134 134 166 2 46.0U 25.50 F -1 Lett Wall End 120 120 BU 2 52.00 25.50 F -1 Left Wall End 120 120 2 20.00 26.00 G -2 Left Wall End 141 141 2 ZB.UU 26.00 G -2 Lett Wall End 141 141 16 2 39.00 26.00 G -2 Left Wall End 141 141 40 2 46.00 26.00 G -2 Left Wall End 141 141 48 2 19.00 26.00 G -1 Lett Wall End 9! 2 0.00 38.00 I -1 Left Opening 3 134 134 2 23.00 38.00 I -1 Left Opening 3 134 134 100 2 25.50 34.00 I -1 Lett Opening 3 134 134 69 2 36.00 38.00 I -1 Left Opening 3 134 134 115 2 41.00 38.00 I -1 Left Opening 3 134 134 53 2 46.00 34.00 1 -1 Lett Opening 3 134 134 J5 V Office; (2Q0_242 7665. ° I CODE COMPLIANCE . March 1.7, g 2006 \ RECEIVED 4r',r4,� ":n CITY OF TI IKUIIILA City of Tukwila, -DCD JUL 1 0 } 't.306 MAY 01 9 nnS Attn: Bob Benedicto, Building Official 6300 Southcenter Blvd. 1/ PERMIT CEIVTEH Tukwila, WA 98188 Cit Of Tukwila Subject; - Findings and. Discussion,. Engineering. Structural Evaluation, Azares Remodel, 4430 S. 140th Street, Tukwila, WA; Permit No.: D03 -279 Dear Mr. Benedicto: The followina information provides the findings with discussion of the review of the above structure oas:;c ?_ L review of the nios curren: se. o: pian: anc an or. - site inspection of the entire. structure. The on -site inspection was performed on March 14, 2006. The discussion will follow three specific areas: Foundations, Gravity Members and Shear Walls. Foundations: Gravity Members: Bruce S. MacVeioh Civil Engineer /Small Site Geotechnical 1 Ave. S., Tukwila, WA 98168 The new portion of the house is slab on grade. The small portion of the original house has had new conventional 24 inch wide footing perimeter stemwalls fitted under the original structure. The slab on grade perimeter foundation for the new section consists of a footing cast with the floor which is 24 inches wide and 16 inches thick. Interior point loads are supported by pads 48 inches square (minimum) and 16 inches thick. All foundation sections are steel reinforced. Attached are calculations showing the foundations are more than adequate. This structure has numerous moderately spanned internal beams made up of composite members and single cut members. Based on a thorough site inspection, these beams typically span small distances, typically 10 or 15 feet, and in addition, are all supported by more than two supports. The structure is in fact difficult to deterministically evaluate using regular calculation methods, with the use of the multiple supports and interconnections to nearly every main member making the entire structure statically indeterminate. Based upon the above, the only was to even attempt to evaluate the INCOMPLETE LT R# CORRECTIO , — : , , -cf-• e.,. 1 v 1 , 6 , PILE co NOti structure was. to do a very thorough .. inspection of each part of the structure in the field, and to observe, based on experience and formal design knowledge, that each section was adequate.as .constructed. Except for one or two very minor items, the main structure was found to be adequate and to have met the loading intent of the current code. The maximum joist span for the upper floor is 14 feet. It was found that 2" by 10 ".HF #2 joists were used on 24 inch centers. This was not adequate and the contractor has been directed to double up the joists using an 8 foot long addition glued and nailed to the middle part of the in -place joist. Attached are calculations showing adequacy of the modified. joist. The trusses were assembled by the contractor and have been structurally evaluated . previously, and will not be evaluated in this report. Shear Walls: Calculations for the shear walls were evaluated using the IBC based Woodworks program. Attached are the printouts showing the adequacy of the existing structure. Note that for four internal walls of the first floor, supplemental OSB sheathing, is required. With this supplemental work, the house has adequate shear wall reinforcement. Summery: With the minor supplemental work as specified above the structure is adequate in structural strength per the current code. It is recommended that this office be used to evaluate and report to the Building Department the successful implementation of the additional work. Thank you, ce S. MacVeigl P. Civil Engineer / 7 " azares02 /0610 1 t• April 25 2006 Tony Azares 4430 S 140 Street Tukwila Dear Tony; LICENSED PROFESSIONAL ENGINEERS BUILDING DIAGNOSTICS INSPECTIONS ENVIRONMENTAL SERVICES MAINTENANCE PLANNING DESIGN Re: Inspection at: 4430 S 140 Street, Tukwila, WA 1 r . 1 E)'G „„, O 10011 MAIN STREET BOTHELL, WA 98011 425 486 -4000 425 486 -4007 fax 800 945 -4189 (WASHINGTON) A limited inspection of the above property was performed on April 25 2006. The sole purpose is the investigation of the connectors at the upper floor as specified in our letter dated April 19 2006, and as called out on drawing SD -2. Roland Heimisch. P.E., performed this inspection. Tnis inspection is iimitea to observations mace from visual evidence. No aestructive or invasive testing was performed. The report is not to be considered a guarantee of condition and no warranty is implied. This inspection and report have been conducted in compliance with the Standards of Practice of the National Academy of Building Inspection Engineers. As Professional Engineers, it is our responsibility to evaluate available evidence relevant to the purpose of this inspection. We are not responsible for conditions that could not be seen or were not within the scope. Our evaluation of this structure is based on many indirect observations. We cannot see most of the framing. We look for cracks, bulges and other evidence of distress or deterioration to help us evaluate the condition. As with any limited inspection, it is possible there are structural deficiencies that cannot be known. This letter is not considered a Wood Destroying Organism Inspection Report. Page 1 04/25/06 OBSERVATIONS We found the connectors in place as specified in above mentioned papers. We also found the wall in the bathroom area at the upper floor adequately supported at the floor level below. CONCLUSIONS AND RECOMMENDATIONS The requirements mentioned in the letter from April 19` are fulfilled. There are no further recommendations. This report is the complete response to the inspection and should be read in full. It supersedes discussions during the inspection. We encourage you to call with any questions at our office: Criterium -Pioli Engineers, 425/486.4000. Thank you for the opportunity to be of assistance. Sincere■y. Roland Heimisch, P.E. Criterium -Pioli Engineers 1EXPIRES: /zr70-4- June 10 2006 Tony Azares 4430 S 140th St. Tukwila WA 98168 Dear Tony , Trusses and Rafter : LICENSED PROFESSIONAL ENGINEERS BUILDING DIAGNOSTICS INSPECTIONS ENVIRONMENTAL SERVICES MAINTENANCE PLANNING DESIGN FILE COPY REVIEWED FOR CODE COMPLIANCE PERMITCENTER 1. 1 Ua 2GO6 Ci Of Tukwila 9UTLDThr r' ',, '''STOPI Per your request we provide the following report concerning the inspection of the roof at your hose at 4430 S 140 Street, Tukwila, WA 98168. The discussion and review of the above mentioned structure is based on the most current set of plans and our on site inspection of the entire roof truss structure. The on -site inspection was performed on April 25, 2006. The discussion will address three specific areas: - Roof truss and rafter load calculation Gravity members Truss /rafter strap recommendations. Truss ( T- 1 ) was built with 2 x 4 top chord and 2 x 6 bottom chord Vertical and bracing support was built with 2 x 4 with mending plate MP36 and MP24 installed both side of joints. Truss ( T - 2 ) was built with 2 x 4 top chord and bottom chord with mending plate MP24 and MP36 installed both sides of truss connections. Vertical and bracing support was built with 2 x 4. Truss ( T - 3 ) was built with 2 x 6 top chord and bottom chord. Vertical and bracing support was built with 2 x 4 with mending plate MP 24 and MP36 installed both side of joints. CORRECTION LTR# CITYOFTUKWILA JUN 2 9 2006 �, ,.fi Y YaB.KW;A.:X. 7rY+^` Iv osn.ar n' n+'r+ col relal6� � :�eaai���siw��� 10011 MAIN STREET BOTHELL, WA 98011 425 486 -4000 425 486 -4007 fax 800 945 -4189 (WASHINGTON) -rb Rafter (T - 4 ) was built with 2 x 6 Trusses and rafters assembled by owner /contractor have been designed according to current code. Owner /contractor submitted truss /rafter load calculation to the City of Tukwila dated March 5, 2005. The roof was inspected by our office. It has been verified that the roof Z was constructed in accordance with the design. rL JU O 0 (0 0 co w W Trusses and rafters support have numerous internal beams made up of w 0 w� composite members and single cut members. Based on a thorough site inspection and current set of plans, these beams are supported by g 4 x 4 and 4 x 6 posts all the way to the foundation. They typically co d span distances of 6 to 10 ft and in addition are typically H W supported by more than two supports. Z H I- O Z Gravity Members: W W D O Based on site inspection and current plan evaluations, S . O 1- trusses /rafter assembled by Owner /contractor used mending plate MP36 W W and MP 24. During site inspection, we recommended to improve the F = - H connections by installing 7/16" thick OSB plywood or approved equal u' Z gusset plate on both sides of truss connections per plan. ai o H O Truss strap and rafter connections recommendation: The following connectors and straps are recommended: Post to post connection that are not continuous Simpson StrongTie ST 6224 Rafter to valley beam connection Simpson StrongTie angle connector LS 30 or approved equal Beam to Beam connection Simpson StrongTie HUC or approved equal Trusses / rafters to top sill connection Simpson StrongTie Hurricane HGAM or approved equal Post to Beam connection Simpson StrongTie post cap BC 4R w: Z The foundations, floor joist /floor beams gravity members and shear Walls have been structurally evaluated previously by Engineer on record, and will not be evaluated in this inspection report. Summary: With the minor supplemental work and strap recommendation as specified above the roof structure is adequate in structural strength per current code. It is recommended that this office be used to evaluate and report the successful implementation of the additional work. Think you, Roland Heimisch P.E. Client: Structural design: Structural Calculation Tony Azares 7956 46 Ave. S Seattle, WA 98118 Project: 4430 S. 140 Street Tukwila, WA 98168 Criterium -Pioli Engineers R Heimisch 10011 Main Street Bothell, WA 98011 REVISION NOj. CORRECTION LTR# REVIEWED FOR CODE COMPLIANCE .4 6 rmortumn JUL 1 U c.206 Gi Ot Tukwila BUILDTNP fT .IT I i N 1 EXPIRES:II- 7- -0 Cal Doi - 271 RECEIVED CITY OF TUKWILA MAY - 9 2005 PERMIT CENTER 1. Purpose of Design 2. Loads Snow: Wind: Project: Tony Azores, 4430 S 140 Street, Tukwila, WA 98168 The purpose of this structural design is to investigate whether the existing structural members in the building extension are adequate. The dimensions of the structural members are taken from the architectural drawings. Dead load roof: Sheeting + shingles > DL =15 psf Live load roof: Slope of roof: rise 4 Tributary area: < 200 sqft > LL = 16 psf Dead load ceiling: Lower chord (gypsum board + insulation) > DL = 5 psf Dead load trusses: The computer program used to determine the stresses in the members of the trusses automatically uses the weight of the members. SL = 25 psf As the roof has various slopes, no snow load reduction is made. wind speed: 80 mph > q 16.4 psf Exposure B: > C 0.67 coefficient for slope 71% inward: 0.3 coefficient for slope 71% outward: 0.9 wind inward: wind outward: P = 0.67 x 16.4 x 0.3 = 3.30 psf P = 0.67 x 16.4 x 0.9 = 9.90 psf Dead load floors: DL = 25 psf Live load floors: LL = 40 psf Dead load exterior walls: DL = 10 psf Criteriwn -Pioli Engineers, 10011 Main Street, Bothell, WA 98011 1 .i.4;412;1,&.„ z w cc 6 J U O 0 co w : • LiJ J w • } g J • Q co = — Z � F— O Z H • W O N O H W W H P- O .. z. = . O 1— z 3. Trusses 3.1 Loads Project: Tony Azares, 4430 S 140 Street, Tukwila, WA 98168 The moments in the members of the trusses are calculated by a computer program. This programs uses the metric system. Therefore, all loads are converted to the metric system. Load transformation: 1 psf = 0.0479 kN /m2 ,1=- W 6" The trusses are 24" o.c., which equals 0.6 m. To determine the unique loads per meter, the area loads (kN /m are multiplied by the factor 0.6. v o Upper chord: a z H DL +LL roof: wla= (15 +16) x 0.0479 x 0.6 = 0.90kN /m wO Lower chord: g Q DL: wlb = 5 x 0.0479 x 0.6 = 0.15 kN/m id I-- al Snow: w2= 25x0.0479x0.6 = 0.72kN /m ? F- 1— O Wind inward: w3 = 3.30 x 0.0479 x 0.6 = 0.10 kN /m Z F— z uj D Wind outward: w4 = 9.90 x 0.0479 x 0.6 = 0.28 kN /m 0 o o t- W lU H U u. r WU Z i n — _ O 1- Criterium -Pioli Engineers, 10011 Main Street, Bothell, WA 98011 2 ..::.� w: t, 7: u�. u...,. ii;, e;•, i,'... �;; S.: Sc ;�.wX- :�:i vs_lri:mz:+u�iwi:'�: Z 3.2 Trusses Ti Project: Tony Azares, 4430 S 140 Street, Tukwila, WA 98168 For allowable stress design, the max. moments are taken from the calculation made by a computer program The max. moments are converted to the non - metric system. z ;= z Factor: 1 Nm = 0.7376 lbf-ft w lY 2 Moments are negative, but for the design, the amount is taken regardless of sign. 6 U 00 to 0 co ui DL + LL: max. Ml = 0.21 x 1,000 x 0.7376 = 155 lbf -ft LU _ H Snow: max. M2 = 0.16 x 1,000 x 0.7376 = 118 lbf-ft w 0 Wind: max. M3 = 0.03 x 1,000 x 0.7376 = 22 lbf-ft g t5 co n =d I— W To determine whether the trusses are adequate, the building code allows a one -third increase of the z = H. allowable stress for the following load combinations (UB&1612;3:2):° 1— p Z 1— D + L + S = (155 + 118) x 12 = 3,276 lbf -in 2 D U� D +L +W = (155 +22)x12 = 2,1241bf -in H 0 Lu D + L + S + W/2 = (155 + 118 + 22/2) x 12 = 3,408 lbf -in = U u. 17 . D +L +W +S /2 = (155 +22+ 118/2) x 12 = 2,832 lbf-in z w U = ` - . O~ z Allowable stress = 1.33 x 1,900 lbf /in = 2,527 lbf /in Section value: S = 1/6 x 1.5 x 3.5 = 3.06 in (net dimensions) Max. stress = max. M / S = 3,408 lbf-in / 3.06 in = 1,114 lbf -in < 2,527 = all. Stress Hence, the trusses are adequate for the applicable load. Critium -Pioli Engineers, 10011 Main Street, Bothell, WA 98011 3 M. t na::x 3.3 Trusses T2 For allowable stress design, the max. moments are taken from the calculation made by a computer program The max. moments are converted to the non - metric system. z Factor: 1 Nm = 0.73761bf -t _ Z ~ re Moments are negative, but for the design, the amount is taken regardless of sign. J U O 0 CO D DL + LL: max. M1 = 0.19 x 1,000 x 0.7376 = 140 lbf -ft H U) U. Snow: max. M2 = 0.15 x 1,000 x 0.7376 = 111 lbf -ft w 0 Wind: opposite direction to DL /Snow > disregarded g Q To determine whether the trusses are adequate, the building code allows a one -third increase of the = 0 allowable stress for the following load combinatio_ns.(UBC 1612.3.2): • Z H D +L +S = (140+ 111) x 12 = 3,012lbf -in w O Ili D +L +W = NA = NA U p O - . D +L +S +W /2 = NA = NA D I— W uj D+L+W+S/2 = NA = NA I - — V —, - O .. W Z U = O Allowable stress = Section value: Project: Tony Azores, 4430 S 140 Street, Tukwila, WA 98168 1.33 x 1,900 lbf /in S=1/6 x 1.5 x3.5 • 2,527 lbf /in • 3.06 in Max. stress = max. M / S = 3,012 lbf-in / 3.06 in = 984 lbf-in < 2,527 = all. Stress Hence, the trusses are adequate for the applicable load. Criterium•Pioli Engineers, 10011 Will Street, Bothell, WA 98011 (net dimensions) • ._ni..:P1iS�it 4 J 1e.l't'wtA•3- fi4J�xG1x�.:.el�S tl':[S.wwY�44(. -u eanbi..'....a1WJ • 4n 4 Z 3.4 Trusses T3 Project: Tony Azores, 4430 S 140 Street, Tukwila, WA 98168 For allowable stress design, the max. moments are taken from the calculation made by a computer program The max. moments are converted to the non - metric system. Factor: 1 Nm = 0.7376 lbf -ft ,Z Z Moments are negative, but for the design, the amount is taken regardless of sign. J U 00 u,0 DL + LL: max. M1 = 0.42 x 1,000 x 0.7376 = 310 lbf-ft w H U) LL, Snow: max. M2 = 0.32 x 1,000 x 0.7376 = 236 lbf-ft w 0 Wind: max. M3 = 0.16 x 1,000 x 0.7376 = 118 lbf -ft � Q u) 0 = To determine whether the trusses are adequate, the building code allows a one -third increase of the Z I allowable stress for the following load combinations (UBC 1612.3.2): I— 0 Z I— D + L + S = (310 + 236) x 12 = 6,552 lbf-in ui ui O 0 D +L +W = (310+ 118)x 12 • = 5,1361bf -in 0 N O I— D +L +S +W /2 = (310 + 236 + 118/2) x 12 = 7,260 lbf-in w U H F. D + L + W + S/2 = (310+118+236/2)x12 = 6,552 lbf -in II Z Allowable stress = 1.33 x 1,900 ibf/in = 2,527 lbf /in Section value: S 1/6 x 1.5 x 5.5 = 7.56 in (net dimensions) Max. stress = max. M / S = 7,260 lbf -in / 7.56 in = 960 lbf -in < 2,527 = all. Stress Hence, the trusses are adequate for the applicable load. Criterium-Pioli Engineers, 10011 Main Street, Bothell, WA 98011 5 soY "Y,.G` ri.i ¢.r 4!.'r, ....+. Z A 3.5 Trusses T4 Project: Tony Azores, 4430 S 140 Street, Tukwila, WA 98168 For allowable stress design, the max. moments are taken from the calculation made by a computer program The max. moments are converted to the non - metric system. Factor: 1 Nm = 0.7376 lbf -ft Rafters: Section value: S =1 /6 x 1.5 x 5.5 7.56 in Area: A = 1.5 x 5.5 = 8.25 in Moments: min. M = - 0.50 kNm = 369 lbf -ft = 4,428 lbf-in Compression: min. P = - 7.70 kN = 1,733 lbf Max stress = 4,428 / 7.56 + 1,733 / 8.25 = 796 lbf/in < 2,527 = all. stress Collar ties: Section value: S = 1/6 x 1.5 x 3.5 3.06 in Area: A = 1.5 x 3.5 = 5.25 in Moments: max. M = 0.28 kNm = 207 lbf-ft = 2,478 lbf-in Compression: min. P = - 6.5 kN = 1,463 lbf Max stress = 2,478 / 3.06 + 1,463 / 5.25 = 1,088 lbf/in < 2,527 = all. stress The collar ties have to be a diaphragm. Therefore, they need a plywood sheeting similar to a shearwall. Criterium -Pioli Engineers, 10011 Main Street, Bothell, WA 98011 6 �4 i+".��i14✓FSl{1,*..Y,W r i:w z <w JU U c o CO 11.1 F- LL w QQ LLQ I a � Z = ZO O N O 1- w W L I 0 Z W = ' 0 Z Project: Tony Azares, 4430 S 140th Street, Tukwila, WA 98168 7 4. Floor joists 2nd floor / Beam with uniform load Loads: DL + LL = 25 + 40 = 65 psf >w =2x65= 1301bf /ft 9 HHHHOI00 4 A System and Loads: max. span I = Thickness b = Width d = Length of support l = Width of support l = Uniform Load w = E= F = 1900 *0.9 F _ F = Moment, shear, section paramters: Unif Load per inch w = Shear R = Moment max.M = A= S = l = Stresses: fb = fb/ Fb' f = Support bearing: f = f / FP Deflection: def = 5*w *1 I (348 *E *l all.def= I/240 def I all.def Hence, the floor joists are adequate z ~ w - T � u)o w z t- � w u- a Ia F- 0 Z F- 162.00 in 1.50 in 9.25 in 4.00 in 1.50 in 130.00 Ibf /ft 1800000.00 Ibf /in 1710.00 lbf /in2 565.00 Ibf /in 90.00 Ibf /in w • w U � O — o I- wW - U w/12 = 10.83 Ibf /in L- p w *l /2 = 877.231bf wz w * I / 8 = 35527.82 in -Ibf c. F- 0 r b *d = 13.88in2 Z b *d /6 = 21.391n3 b * ds / 12 = 98.93 in4 max.M / Sy = 1660.95 Ibf /in = 0.971 < 1 3/2 * R /A R1 / ( b * la) 94.80 Ibf /1n 1.053 — 146.21 Ibf /in 0.259 < 1 0,60 in 0.68 in 0.882 < 1 Project: Tony Azares, 4430 S 140th Street, Tukwila, WA 98168 8 Z = Z 5. Load bearing walls ' t Load bearing walls to be considered in this calculatioin are one exterior and one interior wall as shown in architectural drawing SD-6. co a Interior wall: Existing wall has studs 2x4 ", 16" o.c. Height is 8'. H Q u_ max. allowable height for 2x4" studs is 14' w O Hence, this wall is adequate. Q Exterior wall: Existing wall has studs 2x6 ", 16" o.c. Height is 8'. = • d w Z = max. allowable height for 2x6" studs is 20' . p zF- w Hence, this wall is adequate. U 0 O 52 o ff w w t— 0 . 9 - - O w Z . U - y 0 Z 08 -30 -2007 TONY AZARES 4430 S 140 ST TUKWILA WA 98168 RE: Permit No. D03 -279 4430 S 140 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division 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 Inspection Request Line at 206 -431 -2451 to schedule 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 one or more extensions of time for additional periods not exceeding 90 days each. 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 and receive an extension prior to 10/30/2007 , 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, Ter Marshall, Permit Technician xc: Permit File No. D03 -279 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 y ' fl:q;.1' u.is:Faw.L.tl -. '..w..:u}s{:t+w.w:G A`ggi 1YhiYeXR2XTYXli{'HCN .s..w w..w....w..uur • January 11, 2007 Tony Azares 4430 S 140 St Tukwila WA 98618 RE: Request for Extension Development Permit No. D03 -279 Quitco Residence — 4430 S 140 St Dear Mr. Azares: This letter is in response to your written request for an extension to Permit No. D03 -279. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending the expiration date of your permit for an additional 180 days (through April 07, 2007). If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, J rshall hnician Ciiy of Tukwila Department of Community Development Steve Lancaster, Director ,A14460 File: Permit No. D03 -279 P;Vennifer\Extension Letters \Pemmits\DO3 -279 Permit Extension.doc jem Steven M. Mullet, Mayor Page 1 of 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 .. .��..w + Fr. Fwt? vn- •:,:;.:tY.:;cc:�i.;�a�.N::�4, rx z 1 w re 2 0 00 co o. co w J= H u) LL w J �? a = w H = z �. I- 0 z i-- w • w : o O • - O H w W — O li 0 — 0 z Date: December 28. 2006 To: Department of Community Development 6300 South Center Boulevard Ste. #100 Tukwila WA 98188 Fr: Tony Azares 4430 S 140 Street Tukwila WA 98618 Re: Request for Building Permit Extension Permit # D03 — 279 Dear Sir/Madam, This is in response to the letter dated 12 -6 -2006 regarding permit no: D03 -279 expiration on 1 -7 -07. I would like to request an extension of my permit. Due to plan revision dated June 29, 2006 to comply with the Uniform Building Code compliance it takes me more time to complete the additional works that was approved by your office. Furthermore we as owners are the only person doing the job. The building structures are almost ready for inspection before 1 -15 -07 Thank you for your consideration and concern. 08 4 /600/04 1 2- 2a- Oto AEC CF r uCA DEC 2 8 2006 PERMrr CENTER 12 -06 -2006 TONY AZARES 4430 S 140 ST TUKWILA WA 98168 RE: Permit No. D03 -279 4430 S 140 ST TUKW Dear Permit Holder: Thank you for your cooperation in this matter. Sincerely, shall, it Technician AtmeM xc: Permit File No. D03 -279 City of Tukwila Steven M. Mullet, Mayor 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 International Building Code and/or the International Mechanical Code, every permit issued by the Building Division 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 Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or lastjnspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. 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 and receive an extension prior to 01/07/2007, your permit will become null and void and any further work on the project will require a new permit and associated fees. • • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 t May 16, 2006 Tony Azares 4430 S 140 St Tukwila, WA 98168 Cizy of Tukwila Department of Community Development Steve Lancaster, Director RE: Correction Letter #4 for Revision #1 Development Permit Application Number D03 -279 Quitco Residence — 4430 S 140 St Dear Mr. Azares: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached 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. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenL'er service. If you have any questions, please contact me at (206) 433 -7165. encl File No. D03 -279 U4 4Q ars all hnician PMennifer\Correction Letten\2003\D03 -279 Correction Ltr #4 to Rev #1.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 f Building Division Review Memo Date: May 15, 2006 Project Name: Quitco Residence Permit #: D03 -279 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A follow -up Building Division plan review has been conducted on the subject permit applications. Only one item of concern remains. Please address the following comment with revised plans, specifications and /or other applicable documentation. 1 The engineer calculations provided have not qualified the truss connections. The plan review has been on hold for the requested engineering of the truss connections. This is a reminder that in order to proceed with the plan review an engineer shall be required to provide calculations and /or truss connection recommendations so the current truss construction shall meet the qualifications of engineered trusses. Once the complete engineering has been received, the plan review shall move forward for finalization. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. S March 21, 2006 Tony Azares 4430 S 140 St Tukwila, WA 98168 RE: Letter of Incomplete Application # 1 for Correction Letter #3 for Revision #1 Development Permit Application D03 -279 Quitco Residence — 4430 S 140 St Dear Mr. Azares: This letter is to inform you that your resubmittal for Revision #1 received at the City of Tukwila Permit Center on March 20, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department(s) need to be addressed: Building Department: Allen Johannessen, at 206 433 -7163, if you have any questions concerning the attached memo. 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. Sincerely arshall Permit Technician Enclosures Ciiy of Tukwila Department of Community Development Steve Lancaster, Director v-A04/10g File: Permit D03 -279 P:Vennifer \Incomplete Letters\2003\D03 -279 Inc Ltr #1 to Corr #3 for Rev I.DOC Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 hn aZigAa . *Oa isi Determination of Completeness Memo Date: March 21, 2006 Project Name: Quitco Residence Permit #: D03 -279 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. 1 Some items have yet to be addressed per the previous letter dated June 27 2005 by Ken Nelsen. Answer all items per pervious letter by Ken Nelsen. 2 In addition to Ken's letter and concerning the ceiling heights, the upper bedroom # (7) does not meet code for habitable rooms. For sloped ceilings in attic rooms, ceiling limit lines are typically shown where slopping ceiling starts, to determine height limits for determining acceptable limits of habitable rooms and to show the room size shall meet code. Provide drawings that dearly show all room heights and area shall meet code for habitable rooms. (IRC R304) 3 Clearly show size of bedroom windows on the plans to show they shall meet code for egress. 4 The new engineering provided indicates the trusses assembled by the contractor previously evaluated will not be evaluated in this report. The trusses shall also be part of the current engineer's (Bruce MacVeigh) evaluation report. The new engineer's report shall qualify truss connections induding truss point loads and as requested per Ken Nelsen's letter pertaining to the truss design. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. z I-6 �w _1 U U UU Ili H U) LL w � 'a = W z � I- co W ~ U � O - C3 F- W w u .z ut U = O ~ z 12 -05 -2005 TONY AZARES 4430 S 140 ST TUKWILA WA 98168 RE: Permit No. D03 -279 4430 S 140 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Z 0 Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the W provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not 0 in commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or 0 abandoned at any time after the work is commenced for a period of 180 days. p F. w Based on the above, you are hereby advised to: H H Li_ -O Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. t .. Z U� This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if i the project should be considered abandoned. Z 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 mist 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 and receive an extension prior to 01/31/2006, 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, ) 1,0 VARA4AU £riife. arshall, Permit Technician xc: Permit File No. D03 -279 City of Tukwila Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 • Steven M. Mullet, Mayor z w 6 JU 00 tn LLI J = 1.- U) w 2 J LI_? "±" a w H Z �. ti INSPECTION and INSTRUCTION MEMO DATE: July 15, 2005 TO: Tony Avares and Rufina Quitco FROM: Ken Nelsen, Sr. Plans Examiner RE: Quitco residence revisions, Permit # D03 -279 4430 S. 140 St. City of Tukwila I klkutmrnt of ( I kve ( Tp1 irnt Ill III .1)IN(I SAI'l I.)" I)IVISI To follow -up my plan review letter dated June 27 2005, I conducted a site investigation of the completed construction exceeding the original approved plans and to observe issues with framing not detailed on the submitted revised plans. During the site investigation, it was immediately evident that supporting floor beams and floor joists are over stressed and may be in danger of imminent failure. Of most concern, the long 4X12 beam supporting the middle floor framing should be immediately shored up for safety. Additional observations were made of numerous framing deficiencies. Some of these general deficiencies include the following. 1. Numerous single and double member supporting beams are undersized for the span the loads imposed on them. 2. Vertical point loads from the roof do not continue to the foundation. 3. Some window headers are missing. 4. Trusses are not consistently or adequately supported at the truss end bearing. 5. Some single trusses appear to be use as girders or collectors. 6. Floor joists are over the span for the spacing they have been installed to. 7. Roof rafter framing have NOT been cut or nailed to a hip and valley rafters per the Code. In some cases, the hip or valley rafters do not bear on anything. 8. The additional floor loads constructed above the existing house are not part of the initial permit approval. This room and roof areas must be shown to have an adequate foundation, load bearing support from the walls of the existing house and lateral seismic design from the existing house. • Page 1 Page 2 of 2 Permit D03 -279 At this point, the piecemeal review and proposed fixes have not proven successful in qualifying the entire structure as being in compliance with the structural provisions of the Building Code. To sum up, the proposed addition (as it has been modified) must be provided with a complete engineered design in accordance with the structural requirements of I.B.C. Chapter 16. A structural design of all gravity bearing members in addition to a design of the all lateral force resisting systems must be submitted. An engineer, licensed in the State of Washington shall prepare the plan design and supporting calculations. Be advised that the structural engineering above must be submitted on or before the expiration date of this permit, July 25, 2005. If this cannot be accomplished, we will be forced to turn this over to Code Enforcement to proceed with the Corrective action of the February 22, 2005 pre- citation notice. If additional time is needed to prepare the new design, Mr. Quitco should contact this office and make arrangements, including a specific date that the submittal will be made. No further comments at this time. Cc: R. Benedicto, Building Official • Page 2 June 28, 2005 Tony Azares 4430 South 140 Street Tukwila, WA 98168 RE: CORRECTION LETTER #3 to Revision #1 Development Permit Application Number D03 -279 Quitco Residence — 4430 South 140` Street Dear Mr. Azares: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Planning, Public Works and Fire Departments have no comments. Building Department: Ken Nelsen, at (206) 431 -3677, if you have questions regarding the attached memo. Please address the attached 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. Corrections /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 (206) 433 -7165. Brenda Holt Permit Coordinator encl trite xc: File No. D03 -279 P:\planning'Brenda'd03 -279 — correction Itr #3 to rev II 1 bh 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 .0 Building Division Review Memo z Date: June 27, 2005 } - z Project Name: Quitco Residence — Revision #1 6 _I C.) Permit #: D03 -279 I correction letter #3 cn o co w J Plan Review: Ken Nelsen, Sr. Plans Examiner LL This Department has conducted a follow -up review on the proposed permit revisions. It has been determined g that the additional roof framing and/or proposed truss system does NOT comply to either the International LL Residential Code (IRC) or the International Building Code (IBC). a I- w IRC Section R802.10, (see attached copy of Code Section) requires Wood Truss designs be prepared to specific standards of engineering methods, drawings and calculation. Unless the IRC Wood Truss standards w O are provided to this Department or other engineering documentation can show an equivalent method, the 2 0 subject revision #1 roof design will not be approved. v O— o1— Other design problems with this revision were also noted, some items are listed below; = v a) The ceiling height requirements for the upper floor conflicts with the roof /ceiling framing. p I II fli b) Roone details on elevations are not consistent with interior floor level framing or ceiling heights. c) Not all floors show in the plan set to follow point loads. 0 cn d) Wall drawn over bathroom #(5) tub should be a beam and sized for roof loads. P e) Provide a site plan (R106.2). z An alternative option would be to remove any of the revised work that has been constructed and re- design the project with a less complex design. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. ROOF - CEILING CONSTRUCTION members 4 inches (102 mm) or greater in nominal thickness shall not be notched except at the ends of the members. The diameter of the holes bored or cut into members shall not ex- ceed one -third the depth of the member. Holes shall not be closer than 2 inches (51 mm) to the top or bottom of the mem- ber, or to any other hole located in the member. Where the member is also notched, the hole shall not be closer than 2 inches (51 mm) to the notch. Exception: Notches on cantilevered portions of rafters are permitted provided the dimension of the remaining portion of the rafter is not less than 4 -inch nominal (102 mm) and the length of the cantilever does not exceed 24 inches (610 mm). R802.7.2 Engineered wood products. Cuts, notches and holes bored in laminated veneer lumber, glue - laminated members or I-joists are not permitted unless the effect of such penetrations are specifically considered in the design of the member. R802.8 Lateral support. Rafters and ceiling joists having a depth -to- thickness ratio exceeding 5 to 1 based on nominal di- mensions shall be provided with lateral support at points of bearing to prevent rotation. R802.8.1 Bridging. Rafters and ceiling joists having a depth -to- thickness ratio exceeding 6 to 1 based on nominal dimensions shall be supported laterally by solid blocking, di- agonal bridging (wood or metal) or a continuous 1 -inch by 3 -inch (25.4 mm by 76 mm) wood strip nailed across the raf- ters or ceiling joists at intervals not exceeding 8 feet (2438 mm). R802.9 Framing of openings. Openings in roof and ceiling framing shall be framed with header and trimmer joists. When the header joist span does not exceed 4 feet (1219 mm), the header joist may be a single member the same size as the ceiling joist or rafter. Single trimmer joists may be used to carry a single header joist that is located within 3 feet (914 mm) of the trimmer joist bearing. When the header joist span exceeds 4 feet (1219 mm), the trimmer joists and the header joist shall be doubled and of sufficient cross section to support the ceiling joists or rafter framing into the header. Approved hangers shall be used for the header joist to trimmer joist connections when the header joist span exceeds 6 feet (1829 mm). Tail joists over 12 feet (3658 mm) long shall be supported at the header by framing anchors or on ledger strips not less than 2 inches by 2 inches (51 mm by 51 mm). R802.10 Wood trusses. R802.10.1 Truss design drawings. Truss design drawings, prepared in conformance with Section 8802.10.1, shall be provided to the building official and approved prior to instal- lation. Truss design drawings shall include, at a minimum, the information specified below. Truss design drawing shall be provided with the shipment of trusses delivered to the job - site. 1. Slope or depth, span and spacing. 2003 INTERNATIONAL RESIDENTIAL CODEe VA k[!N :fns2!:rn�armxrrn�r 2. Location of all joints. 3. Required bearing widths. 4. Design loads as applicable. 4.1. Top chord live load (including snow loads). 4.2. Top chord dead load. 4.3. Bottom chord live load. 4.4. Bottom chord dead load. 4.5. Concentrated loads and their points of ap- plication. 4.6. Controlling wind and earthquake loads. 5. Adjustments to lumber and joint connector design values for conditions of use. 6. Each reaction force and direction. 7. Joint connector type and description (e.g., size, thickness or gauge) and the dimensioned location of each joint connector except where symmet- rically located relative to the joint interface. 8. Lumber size, species and grade for each member. 9. Connection requirements for: 9.1. Truss to truss girder. 9.2. Truss ply to ply. 9.3. Field splices. 10. Calculated deflection ratio and /or maximum de- scription for live and total load. 11. Maximum axial compression forces in the truss members to enable the building designer to design the size, connections and anchorage of the perma- nent continuous lateral bracing. Forces shall be shown on the truss design drawing or on supple- mental documents. 12. Required permanent truss member bracing location. R802.10.2 Design. Wood trusses shall be designed in accor- dance with accepted engineering practice. The design and manufacture of metal plate connected wood trusses shall comply with ANSIiTPI 1. The truss design drawings shall be prepared by a registered professional where required by the statutes of the jurisdiction in which the project is to be constructed in accordance with Section R106.1. R802.10.3 Bracing. Trusses shall be braced to prevent rota- tion and provide lateral stability in accordance with the re- quirements specified in the construction documents for the building and on the individual truss design drawings. In the absence of specific bracing requirements, trusses shall be braced in accordance with TPI/HIB. R802.10.4 Alterations to trusses. Truss members shall not be cut, notched, drilled, spliced or otherwise altered in any way without the approval of a registered design professional. Alterations resulting in the addition of load (e.g., HVAC equipment, water heater) that exceeds the design load for the truss shall not be permitted without verification that the truss is capable of supporting such additional loading. NIS 217 C'>' OP reiAW , i .?r, /77e//7/ «Oe eVervr/oJ` To7y kei•-es /0 co• ��a.� Leffc/' , 2 74 le-ell. e ' 'V r' `"04- '- 277 (lad- scelNI 111. a 7 "Cf'' PERMIT CENTER err , C ) % 1 /j1c%/,7 744 lS 7' Pepe/e5/ G-' el47"5•-A -v ,,►7 e/wi77i/ 003 - 279 ca e'e 7 e f/-'c.e,.07s7 'e-C4' 7 4-Ac/ u)C %'u d- Q' .6,7 re firs / i' / / q / �v /, ale c?/c Aa Ve 7 �' a,�9i. / �� r crr,,� / /� / Srz3 s 7rhc !cam (44 cecei,/6ce e') "77 " - ' Gam; 4c-fore ez...4,r/f" • fi�o�.' -7-ha f r e4 ,,, o f -he ' 7` cv/Sl cw as ca As cS �/! ��' �a s S % /! , #02 - 26 -200c 7 -25 -2006 iO rum( M-v -iA/. ' ' -„ rc 76pa161$4µ'Ayewgawrwwt 06 -07 -2005 TONY AZARES 4430 S 140 ST TUKWILA WA 98168 Dear Permit Holder: Sincerely, Stefania Spencer, Permit Technician City of Tukwila RE: Permit No. 4430 S 140 ST TU 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 International Building Code and/or the International Mechanical Code, every permit issued by the Building Division 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 and receive an extension prior to 07/24/2005, 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. xc: Permit File No. D03 -279 Bob Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 : :.;.i::,: May 19, 2005 Mr. Tony Azares 4430 South 140 Street Tukwila, WA 98168 Dear Tony: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 to REVISION #1 Development Permit Application Number D03 -279 Quitco Residence — 4430 South 140 Street This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Planning, Public Works and Fire Departments have no comments. Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the attached memo. Please address the attached 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. Corrections /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 (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D03 -279 sks Page 1 T: \Links \Does \D05 - 146 \D03 -279 - Correction Letter #2 to Revision #1.DOC 05/19/2005 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: May 17, 2005 Project Name: Quitco Residence Permit #: D03 -279 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp, not copied.) 1 The plan sheet (SD -2) truss details show field fabricated trusses. Simpson MP36 metal plates are specified for fabrication of the trusses in the "General Notes ". The Simpson catalog specifically recommends MP36 are "For non - structural applications only; and not for truss applications'. The intent for the plates is for use as mending plates for wood to wood connections. Therefore the metal plates do not meet the requirements for truss connections or comply with the code (2003 IBC 2303.4). The engineer structural calculations cover truss design loads only. Fabricated truss connections shall require engineering to qualify connections of the truss- framing members. Revise drawings to meet code. 2 Roof detail T-4 on sheet (SD -2), the recommendation by the structural engineer is to construct the collar ties as a diaphragm with plywood sheathing similar to a shearwall. Provide a design that specifically details the construction of the T-4 roof diaphragm. 3 In addition to item (2) detail, the 2x6 framing for rafters are undersized to allow for R -30 insulation with a 1" clear space for ventilation above the insulation. Similar 2x6 sloped roof framing are shown for roof framing on sheet (SD -5). Revise the roof design that shall allow for the equivalent of R -30 insulation for sloped roof /ceilings (Table 6-1 2003 Washington State Energy code). Also, show all roof - venting requirements on the plans meet code. (Section R806 Roof ventilation 1/150) 4 The roof framing on sheet (SD -2) details using 2x6 hip and valley rafters. Where 2x6 rafters are used on a roof slope, the bottom cut of the common rafter will extend below the hip and valley rafters. IRC R802.3 specifically states "At all valleys and hips there shall be a valley or hip rafter not less than 2 -inch nominal thickness and not less in depth than the cut end of the rafter. Revise drawing to meet code requirement. (Copies provided of the drawings with the areas of concern highlighted.) • Page 1 z ~ w re 00 CO CI CO W J w 0 u. Q = • a w z = 1- o zF- w U � O N 0 w W .. w o z 5 The sheet (SD-2) roof framing shows trusses that run in to a 2x6 valley. In addition, sheet (SD -5) the roof and truss framing is confusing or missing connection details. The design does not clearly show where the trusses are bearing below. Clarify with details that show how the trusses bear on framing that carries down to the foundation. Detail all connections and specify type of hardware. (Copies provided of the drawings with the areas of concern highlighted.) 6 The truss detail (SD -2, A/A - A' /A') on sheet (SD -3) is indicating a continuos 4x10 truss support. This is inconsistent with the revised roof framing detail on sheet (SD -2). The point loads are difficult to follow to the lower framing to determine load transfers. Revise drawings to clarify point loads and beam locations. 7 The deck details, sheets (SD -2, SD-3 & SD-6), show "Simpson strong tie strap typ." for all the post and beam connections or in some locations the type of hardware connections do not show. Hardware manufacture catalogs list a number of specific post caps, and column caps designed specifically for different post to beam connections for specific framing applications. Provide details that call out post caps and bases designed specifically for post - to-beam or column base hardware. 8 In addition to the deck details, item (7) above, the lower 4x4 post shows supporting the deck and roof above. Provide structural calculations that qualify 4x4 post are able to handle the loads of the deck and roof or revise drawing. 9 The name and number of different rooms called out on the plan sheets, especially the bedrooms are inconsistent or confusing from one page to the next. Clarify each page so the rooms clearly reference from one page to the next. 10 The location of the elevated cross sections on sheets (SD -5) and (SD-6) do not appear accurately cross - referenced on the plan sheet (SD -2). Clarify on the plans exactly where the cross sections are located. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • Page 2 March 9, 2005 Mr. Tony Azares 4430 South 140 Street Tukwila, WA 98168 RE: CORRECTION LETTER #1 to REVISION #1 Development Permit Application Number D03 -279 Quitco Residence — 4430 South 140 Street Dear Tony: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time, the Public Works, Planning and Fire Departments have no comments. Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the attached memo. Please address the attached 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. Corrections /revisions must be made in person and will not be accepted throut'h the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D03 -279 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: March 2, 2005 Project Name: Quitco Residence Permit #: D03 -279 Plan Review: Allen Johannessen, Plans Examiner • Page 1 N P Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (Drawing and structural calculations sheets shall be original signed wet stamp, not copied.) 1 The revised plans submitted, showed several inconsistencies called out on material sizing. One example is on the SD-2 REVISED ROOF FRAMING PLAN the 2 -2x8 roof truss support are non consistent with the cross section AA elevation of center truss showing 2 -2x10. 2 The drawings do not adequately show upper interior and exterior walls with height and necessary bracing requirements for the revised attic and layout of the upper rooms. Additional elevation cross section details shall be required to clarify how all work shall comply with code and structural requirements. (IRC- 106.1.1) Some missing details are: required smoke detectors, room heating, electrical plan, bathroom plumbing (how will the bathroom drains connect to the existing plumbing ?), Bathroom vents, etc. 3 Show stair detail in compliance with the code. (2003 IRC -R 311.5 & R 311.5.3.2) 4 Provide documentation showing compliance to WSEC (energy code requirements). Include window schedule with egress requirements and show all information on the plans. 5 Provide a new revised set of engineered drawings stamped by an authorized engineer. Revised drawings shall be prepared, stamped and signed by a registered design professional. (2003 IRC - R106.1& IRC- R106.4) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. July 7, 2004 Tony Azares 4430 South 140th Street Tukwila, WA 98168 RE: Permit Application No. D03 -279 4430 South 140th Street Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Residential Code and /or the International 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: 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 August 21, 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 1 Xc: Permit File No. D03 -279 Bob Benedicto, Building Official City of Tukwila • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98/88 • Phone: 206 - 431.3670 • Fax: 206 - 431 -3665 August 19, 2004 Mr. Tony Azares 4430 South 140 Street Tukwila, Washington 98168 Dear Mr. Azares: Cizy of Tukwila Department of Community Development Steve Lancaster, Director RE: Request for Extension — Permit No. D03 -279 — 4430 South 140 Street This letter is in response to your written request for an extension to Permit No. D03 -279. Based on the information received, the City of Tukwila Building Division will be extending your permit to February 18, 2005. If you should have any questions, please contact our office at (206) 431 -3670. /sks Robert Benedicto Building Official File: Permit No. D03 -279 Steven M. Mullet, Mayor 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. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206 - 431 -3665 m an=== 1, 1V*VD/A.1.0*4V.ILS4.4 , 4411P/WWWJSMV402t\ MI6 4 3 00 A70/1 W it0/1.4 sole / /Cr 4t 7i, 90, av 4,,,,L s 46.7- c7Z, 1///ce2,,cyleela-- e (7eaf J27—?/*R/ / f 2 1 1.40 go7 1 e<ici/ ApadV/e2 6/Dy y.L. C %Lc)? 201 i/een2 qc7 1t 1 (- r) i( c2A2 ,./cizae2, 0 Q5/2 4' • ../012/ ? O/D eL,L e.z■ (2/ fr (2- 2 1.4.4 7 4) 4,./1 As9i2,1„.1 i41`t elP4 414 _ f 11 c/0/5 ii/9 j3 is3726Y) bLz- E0011/ 5 -g2/i/2y AyaL 17---vo.99-zz /2/v 01 -04 -2005 TONY AZARES 4430 S 140 ST TUKWILA WA 98168 RE: Permit No. D03 -279 4430 S 140 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division 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 and receive an extension prior to 02/18/2005, 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 -279 Bob Benedicto, Building Official City of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ::::"..: iSti::+i vy� +Sf::ii:i�':�ufici'Sti:"S' *n E:1���715+�'.vwiii•�+rs' BUILDING DIVISION REVIEW Date: Oct. 14, 2003 Project Name: Quitco Residence Addition permit application Application #: D03 -279 Plan Reviewer: - Ken Nelsen, Senior Plans Examiner A general Building Division plan review has been completed on the subject project. Please address the following comments in an itemized format with revised plans, documentation and other applicable information. 1. It is unclear from the plans as to the extent of construction that will be required on the existing house to match the new addition, specifically the walls framing, roof, and foundation. Clarify on revised plans what portions of the existing framing and foundation is to remain or how they would be altered to support new construction. e-`1 3 oF -7 4- 4 of 7 ( lawsT dials ;-titcr► 2. Should it be necessary to demolish portions of the existing structure and foundation, be eyt,cs,p7 advised that any new foundation may be required to be relocated back to a new tw tu4- property line setback per the City Zoning Code. A new foundation setback would be t" 20 feet for the front yard and a 10 feet for the second front or side yard setback. P Please identify the setbacks on the plans were applicable. �. 'purr Fc..6.74 7 of- 7 ) . of 7 3. Provide additional details for the new crawls space below the kitchen and dining room. -SE 4 oF Show foundation cross section details, a crawl space access door, ground vapor barrier, floor insulation, etc. e- 4 oF- 4. The 1x4 inlet bracing shown on the wall framing plan are not approved for seismic wall bracing in the Seattle/Tukwila area. However, when 5/8 T-1-11 siding is used as is on the plans, the plywood T -1 -11 is acceptable on it's own when nailed correctly. It is therefore ok to remove the 1x4 inlet bracing from the plans or keep them at your discretion. 1 LA ac-l kiG r 5. Regarding brace walls, any of the end wall sections that are less then 48" wide from a window must be designed as alternate brace walls per U.B.C. Section 2320. The alternate brace walls must have anchor bolts with an uplift capacity of 1,800 pounds for a one story house and 3,000 pounds for a two story house. Identify on the plans what end wall sections will be less than 48 ". (�, 7) 6. Required footing drains have been shown on the foundation cross section detail. Identify on the site plan how and where the footing drains will discharge to. �. ° - 7 Should there be questions on the requirements, please feel free to contact the Building Division office at 206 -431 -3670. No further comments at this time. .riyt.!uttIV u7sM11t"tONA`. Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 - 431 -3670 October 16, 2003 Mr. Tony Azares 4430 South 140 Street Tukwila, WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -279 Quitco Residence Addition — 4430 South 140 Street Dear Tony: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Planning, Public Works and Fire Departments have no comments. Please address the attached 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 sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /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 (206) 433 -7165. Sincerely, enc l StefaniaSpencer Permit Technician xc: File No. D03 -279 City of Tukwila Department of Community Development Steve Lancaster, Director f Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98/88 • Phone: 206- 431 -3670 • Fax: 206.431.3665 .��. :E,' Rr' • BUILDING DIVISION REVIEW Date: Oct. 14, 2003 Project Name: Quitco Residence Addition permit application Application #: D03 -279 Plan Reviewer: Ken Nelsen, Senior Plans Examiner nar,-,. . �.... a .. �•xr:!a ... ..:�.t�cari5"de^%{�k`E'.Ygn. ^ Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 A general Building Division plan review has been completed on the subject project. Please address the following comments in an itemized format with revised plans, documentation and other applicable information. 1. It is unclear from the plans as to the extent of construction that will be required on the existing house to match the new addition, specifically the walls framing, roof, and foundation. Clarify on revised plans what portions of the existing framing and foundation is to remain or how they would be altered to support new construction. z ~ • w J U O 0 co o • Lu J = U) u_ w 0 LL Q co = 1- w z= zI- w • w U � O - • I-- 2. Should it be necessary to demolish portions of the existing structure and foundation, be • 0 advised that any new foundation may be required to be relocated back to a new u. o property line setback per the City Zoning Code. A new foundation setback would be w z 20 feet for the front yard and a 10 feet for the second front or side yard setback. U Please identify the setbacks on the plans were applicable. o 3. Provide additional details for the new crawls space below the kitchen and dining room. Show foundation cross section details, a crawl space access door, ground vapor barrier, floor insulation, etc. 4. The 1x4 inlet bracing shown on the wall framing plan are not approved for seismic wall bracing in the Seattle/Tukwila area. However, when 5/8 T -1 -11 siding is used as is on the plans, the plywood T -1 -11 is acceptable on it's own when nailed correctly. It is therefore ok to remove the 1x4 inlet bracing from the plans or keep them at your discretion. 5. Regarding brace walls, any of the end wall sections that are Tess then 48" wide from a window must be designed as altemate brace walls per U.B.C. Section 2320. The altemate brace walls must have anchor bolts with an uplift capacity of 1,800 pounds for a one story house and 3,000 pounds for a two story house. Identify on the plans what end wall sections will be less than 48 ". 6. Required footing drains have been shown on the foundation cross section detail. Identify on the site plan how and where the footing drains will discharge to. Should there be questions on the requirements, please feel free to contact the Building Division office at 206 -431 -3670. No further comments at this time. PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -279 DATE: 06 -29 -06 PROJECT NAME: QUITCO RESIDENCE SITE ADDRESS: 4430 S 140 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 4 X Revision # 1 After Permit Issued DEPARTMENTS: G ing Division Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete I ✓1 Comments: TUES /THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2.28 -02 Incomplete n n Planning Division n Permit Coordinator n DUE DATE: 07-06-06 No further Review Required DATE: DATE: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: n DUE DATE: 08-03-06 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D03 -279 DATE: 05 -01 -06 PROJECT NAME: QUITCO RESIDENCE SITE ADDRESS: 4430 S 140 ST Original Plan Submittal X Response to Incomplete Letter # 1 X Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: NA/ mo Buildi g Division Comments: Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1 Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Documents/routing slip.doc 2.28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural u DATE: DATE: Planning Division Permit Coordinator n n DUE DATE: 05-02-06 Not Applicable n n No further Review Required Fire ❑ Ping ❑ PW ❑ Staff Initials: n DUE DATE: 05-30-06 1 :' ' ?!+ t` u:; ti' 7 ' ' A' i' �t+'' id+ x�F} ' .Y+" , ;�4?i * .tb?; , : iit�,S'�ykia ACTIVITY NUMBER: D03 -279 DATE: 03 -20 -06 PROJECT NAME: QUITCO RESIDENCE SITE ADDRESS: 4430 S 140 ST Original Plan Submittal X Response to Correction Letter # 3 Response to Incomplete Letter # X Revision # 1 After Permit Issued DEPART ENTS: Public Works DETERMINATION OF COMPLETENESS: (Tues., Th rs.) Complete Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural n n Permit Coordinator Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: DUE DATE: 03-2 1 -06 DATE: DATE: Planning Division Not Applicable TUES/THURS ROUTING: Please Route n Structural Review Required n No further Review Required n DUE DATE: 04-18-06 Approved n Approved with Conditions ^ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bidg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D053 -279 DATE: 01 -25 -06 PROJECT NAME: QUITCO RESIDENCE SITE ADDRESS: 4430 S 140 ST Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 3 X Revision # 1 After Permit Issued DEPARTMENTS: Building Division Public Works DETERMINATIQN OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROU ING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Documents/routing slip.doc 2.28 -02 PERMIT COORD DOPY PLAN REVIEW /ROUTING SLIP n Fire Prevention 1 1 Planning Division Structural Incomplete APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: pit;. ti:!!i,i�e s' >p• MfR awsnn mcADA. - x sGfir+cx tc 3:r:ei?.'t yt• AA DUE DATE: 01-26 -06 DATE: Permit Coordinator Not Applicable DUE DATE: 02-23-06 Not Approved (attach comments) DATE: APPROVALS OR CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -279 PROJECT NAME: QUITCO RESIDENCE SITE ADDRESS: 4430 SOUTH 140 STREET Original Plan Submittal DATE: 06 -22 -05 Response to Incomplete Letter # X Response to Correction Letter # 2 X Revision # 1Jafter/ permit is issued DEPARTMENTS: .Z1-o( Building Division Fire Prevention ❑ Public Works ❑ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -23 -05 Complete [Y Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R9UTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ) Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2.28.02 PERMIT COORD COPY Planning Division ❑ Permit Coordinator Not Applicable ❑ DUE DATE: 07 -21 -05 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: � 11..l r -.,. r 0.(v`(yfti. ACTIVITY NUMBER: D03 -279 PROJECT NAME: QUITCO RESIDENCE SITE ADDRESS: 4430 S 140" ST DATE: 5 -9 -05 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 After Permit Issued DEPARTMENTS: ^ I� -f)S B ild g Divis on Public Works n Complete Documents /routing sllp.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete E TUES /THURS RO TING: Please Route rvi Structural Review Required n Planning Division L_J Permit Coordinator 111, DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-10 05 Not Applicable E Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required REVIEWER'S INMALS: DATE: DUE DATE: 6-7-0 Approved E Approved with Conditions T Not Appro ved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: *- 4-- 1 9-105- Departments issued corrections: Bldg 1 Fire ❑ Ping ❑ PW ❑ Staff Initials: SAS 'v:.r•1,.u:i.La:i�uk - >F�� ;'k >at:.'3: #K:ih.a +ia'>�t(a `d.' ^� DEPART ENTS: Z io5 Bull i g vision 0 HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP • ACTIVITY NUMBER: D03 -279 DATE: 02 -28 -05 PROJECT NAME: QUITCO RESIDENCE SITE ADDRESS: 4430 SOUTH 140 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after /laetate permit is issued Fire 2- A tion t 3 Public Works4k. Orti, 2024.04 Structural ❑ Complete d Incomplete ❑ Plan ing 4 1t 4 0 , is 1'� Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03 -01 -05 x Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Vr Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 03 -29 -05 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) 112" Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: DATE: Permit Center Use Only B CORRECTION LETTER MAILED: fe Departments issued corrections: Bldg IX( Fire ❑ Ping ❑ PW ❑ Staff Initials: .S Documents /routing slip.doc 2-28-02 PERMIT COORD COPY z ~ w re 6 U0 cn CO W J = CO LL w u__ = w zF. I-0 Z ui U � O - O I- w tL O .. z W • = O ~ z ACTIVITY NUMBER: D03 -279 DATE: 11 -04 -03 PROJECT NAME: QUITCO RESIDENCE - ADDITION SITE ADDRESS: 4430 SOUTH 140 STREET Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision #_after /before permit is issued DEPARTMENTS: ` � � Al/U° Building iivision Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -06 -03 Complete d Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions [� Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: 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 PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator PERMIT COORD COPY Not Applicable ❑ DUE DATE: 12 -04 -03 DATE: PLAN ROliNibllifl�l0 SLIP ACTIVITY NUMBER: D03 -279 DATE: 09 -08 -03 PROJECT NAME: QUITCO RESIDENCE - ADDITION SITE ADDRESS: 4430 S 140 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after permit Is Issued DEPARTME TS : 0,` f Building ivisi n [� ` Fire Prevention I] Public ors Structural ❑ 11 /.4 Zfr-Q3 DETERMINA ON OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2 -28 -02 112- nit q- qi t REVIEWER'S INITIALS: AcOQ Q800311 W83d 6t-y, Planning Division Permit Coordinator d ale DUE DATE: 09 -09 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 10 -07 -03 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) d Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: /0-/6 3 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: -VieS' It4ox 'tip' Revision No. Date ! Staff 1 Date I Received 1 Initials Issued -Staff Initials i I a �� I c' i r . i Summary of Revision: & / „ air ..eel- PaZvi; f/� - u tv'e ( Summary of Revision: ' i .. . � ; L'_:..4 4 , s-„ r'. d 2 ,cv C 92G. 37) a3 o i /Ld0 reef .e f Received By: 4/ Z�'�e / Revision No. Date Staff Received i Initials Date Issued Staff Initials i Summary of Revision: Summary of Revision: Received By: Revision No. Date Received • ' Staff Initials Date Issued Staff Initials 7 i Summary of Revision: Received By: . • Received By: Revision No. Date Received Staff Initials Date I Staff - Issued Initials ...■* I � Summary of Revision: Received By: . PROJECT NAME: cci,v .. v Mrs /oetic Site Address: W30 S. /51Q SAer,/ - -- REVISION LOG Revision No. • Summary of Revision: Date Received Staff Initials PERM NO:. Pc 3 - ° 2 77 Original Issue Date: 42 -42-03 Received By: Date Issued (please print) (please print) (please print) (please print) (please print Staff Initials :�F *I:Y�!YRYt t' .�i„ ?� ri�tF/r,. Xra+yGiltf/�. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: o - ❑ Response to Incomplete Letter # Response to Correction Letter # 4 ® Revision # 1 after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Project Name: Quitco Residence Project Address: 4430 S 140 St Contact Person: 7 A04 -C Phone Number:C.2 q .2 - /o Summary of Revision: ��f //7P'r \ C AI / /75peah, 4 772-4/ (-57ZI/ City of Tukwila Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by:/,ijkOIk Add Entered in Permits Plus on Wil- l \ applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: D03 -279 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED errs( OF TUKWlLA JUN 2 9 2006 PEI:441 T CENTER Date: 511 10 (o City of Tukwila Revision submittals must be submitted in person at the Permit Center. Rey.,isions n il! not be accepted through the mail, fax, etc. ® Response to Incomplete Letter # 1 Response to Correction Letter # 3 T.e �Jto - I .:at°: •tn - rni issu°. TT ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Quitco Residence Project Address: 4430 S 140 St Contact Person: Tony Azares Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http: / /tvivw.ci.tukwila.it'a.us Entered in Permits Plus on 00f) I frj \applications \t'orms - applications on lineTevision submittal Created: 8-13 -2004 Revised: Plan Check/Permit Number: D03-279 Steve Lancaster, Director fIECE1V b CITY OF TUKWII.A MAY 0 1 2006 PERMIT Steven M. Mullet. Manor s�- Phone Number: Summary of Revision: / /5E17 fZOV/✓/ 7# 7 t✓O e--"1 ,4F(0/1 - ' S ►zOgs x A - P . .=A)- t )ctsTEI4G ts c c-cz)e_pc.A4 Fort 7 tvt I,L1 V--.0 1 $ s 2 • ITT 1G u..3 t►.1 col.° s -Ec, tr-ss L iO/.1 s To 1 , 4 9L=-T eso 'E r .EI/4Ge/47 -/D n` f p1ecp /c 2.4 C. -7c2f6.4. e "/ rC54_, f e—aS 5 Pc / .clsp 0"/ ,/ .c>/o4/ -AiG/ ,c/ &e IL c ,'. 2C/6 $ Goi ./ c..T/ :D .i& ; /36/ ,4-42 . d ;a 3 //7 1 0 � 3 ! /0< Sheet Number(s): 2 t S.l7 - 3 1 SD SP-5 / 1 -trq "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ( IG1/1 9110 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 11100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 / Z 0/ G° Plan Check/Permit Number: , 3 - 2 7 q ❑ Response to Incomplete Letter # IA Response to Correction Letter # ,,p Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: r``5?,' ' .,,# r(,/Z 04/z &'.S F / /../A QC/ /TGIF Project Address: 4 4 4 O S / 4 / 6 1.1 S 1 l c /4‘4.)/ 6 A c-L) A1- ? 1 Lr Contact Person: ,776 -f/ /Z/-1 Phone Number: C ' 1 �y'��? 45L.5 Summary of Revision: 1DL4'/ , /7 S /D A/ L/ // A /C 4 -S C c- cP6 7/�✓ ,F,(1- ce. 4e c A r $770e./ cz - f/ uJ 4-2-6 7zi /7 - w•�/ \S7 /z 'C7 / ,4 e., / vc7 //- 7 4 Q .77/c,„ /J / Z--c2 e 47/ d f Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ■1�(M 1 J l Entered in Permits Plus on Oh 20 .Cte \ applications \forms - applications on iine\revision submittal Created: 8 -13 -2004 Revised: Steven M Mullet, Mayor Steve Lancaster, Director `t c MAR 2 0 2006 CENTER Project Name: City of Tukwila REVISION SUBMITTAL ❑ Response to Incomplete Letter # ® Response to Correction Letter # 3 ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Received at the City of Tukwila Permit Center by: //«Ah1r1- Entered in Permits Plus on O� Z�,�•CV \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: kQ9 ruccrq�i Date: /— 2"' ©° Plan Check/Permit Number: D03 -279 Revision submittals uutst be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. QUITCO RESIDENCE Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 = Z Web site: http: / /www.ci.tulnvila.wa.us w re 2 J U U N 0 -$ _ u) u. w 2 J u_ Q U � = a 1-- 111 Z = F- � , b � Z 1- 1 - LLI w ���� 4 Ii;�� V O U P ERMIT CENTEA a 1- w W ~ - II. ai Z Project Address: 4430 South 140 Street 0 z Contact Person: Tony Azares Phone Number: Summary of Revision: it /d6 ,V /G#7 e..."›D /& -' '/Z. - ' ispa 4t ,e o z../Are. Oer - A/c._ — S D- I (D-.5"1 g D L alb P" -A/T Go,4 V - �1 t.��i� -- 60 - 5 SD - te 6st ,✓ GGOUO ,e 'm , - SP -3 p& -.<-/ - 8i,- 4. ce,44i/tiA / C4M') .vflpo27 Goc.¢Tir).c/ — S D -4 Crime.. rL.,K /A/Co ,P(-4v' ) , S D — 2 C/Z4o1 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision M Building Division Review Memo Date: June 27, 2005 Project Name: Quitco Residence — Revision #1 4 Permit #: D03 - 279 / correction letter #3 Plan Review: Ken Nelsen, Sr. Plans Examiner This Department has conducted a follow -up review on the proposed permit revisions. It has begin dr"nined that the additional roof framing and/or proposed truss system does NOT comply to cithcr thelitcrnational Residential Code (IRC) or the International Building Code (IBC). IRC Section R802.10, (see attached copy of Code Section) requires Wood Truss designs be prepared to specific standards of engineering methods, drawings and calculation. Unless the IRC Wood Truss standards are provided to this Department or other engineering documentation can show an equivalent method, the subject revision #1 roof design will not be approved. Other design problems with this revision were also noted, some items are listed below; a) The ceiling height requirements for the upper floor conflicts with the roof /ceiling framing. b) Roofline details on elevations are not consistent with interior floor level framing or ceiling heights. c) Not all floors show in the plan set to follow point loads. d) Wall drawn over bathroom #(5) tub should be a beam and sized for roof loads. e) Provide a site plan (R106.2). An alternative option would be to remove any of the revised work that has been constructed and re- design the project with a less complex design. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No farther comments at this time. 4 . �._ �....._... �.».. w. w,.+ ra�rar�tr» us 't�:x�C`.c:�ixir:;i:�Mr:�.aaasi : K�Ka: �rw- F.tic::::�:;':�a;x :.;�.•csxw; acv.;: Date: 4 /2 S /D Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http../Avlinv.ci.tukwila. tiva, us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # • Response to Correction Letter # 2 TO ® Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner \applications \corms- applications on Tine \revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: D03 -279 QUITCO RESIDENCE Steven M. Mullet, Mayor Steve Lancaster, Director Project Address: 4430 SOUTH 140 STREET Contact Person: Tony Azares Phone Number: Summary of Revision: � dii` 2 pv/'e'7 - 7/ 70 AC C.O/1 , 0 Z47z / - /, K2 /o47 ,G yavor p6 4-7 1 j / i S C��.li ✓s * o 2/ T . 7/26455 E A/7/6A x/04,7 • _ . C /qS7' 9'S 7&e4 f . Fv #7 I V - T5 b 9 .ezc) f CITY OAT- NK�WI1 q JUN 2 2 20r2 PCRMl7 CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 5 S' jiir Entered in Permits Plus on G -00-05- Date: 6/q/0 ru ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 TO ▪ Revision # 1 after Permit is Issued Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /www.ci.tukwila.iva. Project Address: 4430 SOUTH 140 STREET Received at the City of Tukwila Permit Center by: Entered in Permits Plus on r lapplications\l'orms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Steve Lancaster, Director Steven M. Mullet, Mayor REVISION SUBMITTAL i Revision submittals must be submitted in person at the Permit Center, Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D03-279 RECEIVED oITY OF TUKWILA ❑ Revision requested by a City Building Inspector or Plans Examiner MAY 0 9 2005 QUITCO RESIDENCE PERMIT CENTER Contact Person: Tony Azares Phone Number: Summary of Revision: 6D - A-ASV// 56 •o 772C/0 S •C s 77 4' `-/ 6'1(J G 40 6 c2 z:: 1 t cs•V ' 4 pi E0 7/ v' /6Ms. 0 i3> / 0 lLG}c - �55 / .)d:/, 4. ti /ic/ � 'jZ A c f ci a/ o, o 5S 5 c/ S r) — L �49oi.E 4 r - �c7a(. 4 e 4TroAf (A& &v/4.4. rcy,e 47 .ey ,e. cx -‘,//9) ,, /1T7 /c fir.- �cr�z�cy�, 47,-2t c: / /e: 472 e i25 v e cf/ v 'ter --) /, IUi%'fro €J e ch o' 4 (frix 2 - c ; S 4s7 D /o/n - e / 6 c74, 7 Ch d. -/z e-.' E •i.,7 i p /c /S ,e'i75pecAr , 4 ✓e e5547 / 64 7 ./7d'ePa' S Cc'r7i' - ' 19 rle c 6C �v r , 7 — 77 /i0 Mr' 7�fc:r Sheet Number(s): tl Q' i'( ,. rei . // 6' c _ `�- "Cloud" or highlight all areas of revision including date o evisioil City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Z 2 g / a Plan ChecWPermitNumber: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ✓ Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: YC( i7C C. Q el i 7 Project Address: 3 0 S - /e74) - 7 1 4 g Contact Person: 7 ,4& 3 Phone Number: (24 / G ) � 3 — 4- Summary of Revision: e h /?rP of f t e (c - i pprzwe( /ow 0 - 0-7 /, f)D r1-{ c /c ve? -(r'o-7-7 ( Q 9 req" e /ec%r 7'a o9- Ada? - 1 a/ s CSY . 07 dty / c be / /Se __,cs ©a_.0 /7ied .p6. a ()p -1( sac. 7 s c, TT \ applications \torms - applications on line\revision submittal Created: 8 -13 -2004 Revised: c_4"; F/717 6 /V Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 2..2e•. iP it tut- 1)03 -z15 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED CITY OF TUKWItA FEB 2 2005 PERMIT CENTER City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 . 4 7J.)Q?) Plan Check/Permit Number: D03-279 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after/before Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: QUITCO RESIDENCE - ADDITION Project Address: 4430 South 140 Street Contact Person Tony Azares Phone Number (200) 2 4 1-67- 4) Ss Summary of Revision: e-/ ..L S. 1 CL SE *9 GO VI -Pep 0 14 5 FiECJIVED Orry OF TUKWI A NOV 0 4 2003 CENThk Sheet Number(s): I Or? ) 3 OF/ ) S 0 �7 4 ? 1 7 cif 7 "Cloud" or highlight all areas of rev includ date of revision Received at the City of Tukwila Permit Center by: ,BLS Entered in Sierra on 1/— g'd 3 10/ 16/03 ' :: W.l tz.: n: i:. i�.t:. x�,.' iuil; 1.. w s::'«`. S:+. S;: L. sL'>t•:i:5:`a.tati� ' �'t�C;`tr.:i 'Wi.: ?�fR:ILL `dd3X%Sts5i7dlIL1l".i'.k�t+' ill` CITY OF TU1 KWI LA Permit Cente. 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT # O -V ' WTRAVAIL.DOC 6/5/96 x ,. H-ha Certificate of Water Availability (Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): 44 30 - S 1.4.0 '' Cxfi TuKc,utc.A , c JJ A q s 168 Owner Information: Name: I.UIF 10,A C. &c.1 0 Address:.. 4 0_ S (40 sr Phone( 22 24(0 —41 gg This certificate is for the purposes of: Residential Building Permit ❑ Commercial /Industrial Building Permit Estimated number of service connections and meter size(s): Vehicular distance from nearest hydrant to the closest point of structure (O ft. Owner/Agent The proposed project is located within __3 A•enc /Phone Agent/Contact Person: Name: TO A- vA- tz-G Address: 4Q-� O $ i 4-cD — Th "f Phone:C2OC 24(' -41 SS , c-6)) etc: fa — I V S ❑ Preliminary Plat ❑ Short Subdivision ❑ Rezone ❑ Other • VA reg D /s'r /' /Cr A/o 2S Area is s a d b k Water u lity district): ‘41111111111111111 ,, PART B: (To be completed by water utility district) Date: (City /County) 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) Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 10 = (-j gpm at 20 psi residual for a duration of 2 hours at a velocity of % l ) 7 -- fps as documented by the attached calculations. I hereby certify that the above information is true and correct. k - co . 1,.k' 1Z 0 (VT 11 5 R.t 4 -' r - 0 s Agency /Phone'2,9C - Zq- -q S By Date PART C: (To be completed by governing jurisdiction) i I -2 Water Availability: ❑ Acceptable service can be provided to this project El 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) r. mTY nKLi 1CA S I PER cFntrE 8 1003 Date Part A: (To Be Completed by Applicant) Purpose of Certificate: g Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Propo ed Use: Al Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants NamCa, 'N C j ; Phone: 2.o( . 2..}6 .. 4 (s'5 Property Address or Approximate Location: Tax Lot Number: 4436 S ( - b Sr 1- 1 ?`1'7 O - - -6 5( 5 Legal Description(Attach Map and Legal Description if necessary): LOS 1 f ls , V er I Ac_kc -LN rte Part B: (To Be Completed by Sewer Agency) 1. c a. Sewer Service will be provided by side sewer connection only to an existing ij a size sewer • 0 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): 2. (Must be completed if 1.b above is checked) ❑ 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. cii 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, ("/ RF OR ❑ b. Annexation or BRB approval will be necessary to provide service. op .,./k6- tb n 4. Service is subject to the following: PERMIT: $ P 0 8 2 a. District Connection Charges due prior to connection: a FRM � TC � NT 0 0,E GFC: $ SFC: $ UNIT: $ TOTAL: $ 6-ii (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: ❑ Re uired ❑ May be Required c. Other: c, i o co''► e QvA- e )OIJ (4 ,f S i dc $c ive- -' Ptd i fkbL/f ro /ac ti- five . . CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I h eb certify that the a• •ve sewer agency information is true. This certification shall be valid for one year fry m the date of signa 14816 Mllit* Road South P.O. Box Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 - ll 5230492: 73482 0195 ' 11000 7' 1820021 25 iy i Rob: 731 / YY. .4 16X)' 523419109 1523411x1 w • U M OUTSIDE . ...... _.. ». »... ».. ».........._ INSIDE... ».._ .......... ----- REPAIRS ....... ».. ........ ----- DEPOSIT S. ...1a/ .. 6- .._.. 1195 1 40.T.1:1* 52304920 52241917' !3.4 /Ei 0285 SCANNED /3• 7l:00' 951 Li 1 52 30192 1 0 c !•182CYJ% y f % t4`J V4c9 Parcel Number 7347600515 Address 4430 S 140TH ST OWNER. HOUSE ADDRESS.......? 1 /2 ._._......_. EASEMENT: YES NO ....... _ ...... _.._... NAME SUL.DIYISION. f,re..-. „ / 4 1J • LOT No.. 4 ILK. No iI / SCALE / 20 139T, 1.8 r 347(300515 L 28 0 VAL VUE SEWER DISTRICT APPLICATION FOR SIDE SEWER PERMIT /2 -t 30 ,1 —/3 IG /2' • 1 .9 11W .V .SIS 0 4 "PVC !4 CONTRACTOR ■ 4$ 59 /6 22 PERMIT N2 2 4 0 1 EASEMENT No. CARD No. /J� DATE 1 '�7. '1...q N srue 5, 97.3 L. 31' D. 3.5 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION STATE OF WASHINGTON COUNTY OF KING - o/Jy .4+-10 E 1. I have made application for a building permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a building permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. , and will therefore not be performed by a registered contractor. I understand that I may be waiving certain rights tha engage an unregistered contractor to perform con AFFCONT 1/13/00 CITY OF ] XWILA Permit Center 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 ss. , states as follows: ht otherwise have under state law in any decision to ]' ork. APPLI Signed and sworn to before me this /17 day of , 20 03 . NOTARY PUBLIC in and for the State of Washington, residing at Name as commissioned: My commission expires: i/L County. 6 4i . l via rem 5 - - lr - a( H -4 • pis +1; 18.27.090 Exemptions. This chapter shall not apply to: 1. An authorized representative of the United States Government, the State of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale or installation of any finished products, materials, or articles of merchandise which are not actually fabricated into and do not become a permanent fixed part of a structure; 6. Any construction, alteration, improvement, or repair of personal property, except this chapter shall apply to all mobile /manufactured housing. A mobile /manufactured home may be installed, set up, or repaired by the registered or legal owner, by a contractor licensed under this chapter, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than $500, such work, or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division AFFCONT 1/13100 of the operation is made into contracts of amounts less than $500 for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he is a contractor, or that he is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11. An owner who contracts for a project with a registered contractor; 12. Any person working on his own property, whether occupied by him or not, and any person working on his residence, whether owned by him or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his own property with the intention and for the purpose of selling the improved property; 13. Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14. A licensed architect or civil or professional engineer acting solely in his professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his license; 15. Any person who engagesin the actiJities herein regulated as an employee of b regi tered contractor with wages as his sole comperisarioril, I r 16. Contractors on highway.proj ts._w.ho have been prequalified as required by-,chapfer 1 of the Laws of 1961, RCW 47.28.070 with the department of transportation to perform highway construction, reconstruction, or maintenance work. F PROPOSED HOUSE ADDITION _ OWNER: RUFlNA OUITCO ADDRESS: 4430- S140TH ST. TUKWILA , WA 98168 CONTENTS RIGHT SIDDE ELEVATION LEFT SIDE ELEVATION FRONT ELEVATION REAR ELEVATION • • _ • 13 sI --- - • _ i r � J • s 7 SHEET NO: ..1 y L--r-- I t I , . .. .. I . t I .-- r - .-' I I - --_ I � - - ' I —1 i t —'i- - I ` I I 1 • 5 EXISTING STRUCTURE /4e - 4X4- P"7- 2X10 erJTt)etn woo° - FLA JDIIT. CT/P) Zit. caves #•100• F,- �a/64/ CTYR) 2x(_ oo7I; al),€ wool) Top '67I ) 2X 2 X4 004/2 DEEK AA/1106 : e 4 N o. c CTh' is e- PROPOSED STRUCTURE FERMIN D03 -279} • 3XGXeg. ` - 6L4ss BGcr/X f• RIGHT SIDE ELEVATION 0 LEFT SIDE ELEVATION scAL1E I4 = = o " • /4 ' —etik spats= ; • /5 _ ... - PROPOSED STRUCTURE (PERMIT # D03 -219 I 111111111111111111111111 11111111111111111111•11111 •1111161111111111111111111111111111111 1 11 No changes shall be made to the scope . of work without prior approval of Tukwila Building Division. NOTE: Revisions wiU require a new plan submittal and may include additional plan review fees. III' • ' e • i - t'' I . i f i 1 1 t I i : I i .L i' i t .• • ; It l ; 1 , 1 • - = t i p � . - 4 - 1 s .,;. 4 _ . J -! _.: :=c �� _ 26 ,es Asp/MiT s11n'G4rLI _ - - 3l) FEL.TpApEiz: , -- 10 ,¢�tg,04-4/6 rip/za2F :31#4; $447[- G .0 C REVISIONS: FfEVI9IOMS PLAId /2 • • I � a /4/ 28 U0STM1G MURK -- --_ i 1 ROOFING AND EXTERIOR SIDING R PERMIT 003 -279) 2 ATTIC FLOOR PLAIT (SEE SO-1/3) 3 RELOCATE MAIN ENTRANCE DOOR(REF131 T 003-219) i I 4L ca c 4 . k- 7 4 VW: ""IICION - - --- r --I- - • opiftmbi email . ow.en. oa.*tag BUILDING DIVISION SEPARATE t REQUIRED PM City af W -3 rya — -•---1 PROPOSED STRUCTURE (PERMITiD03 -2I 4IX6 PECK - M Pew y- �►P • 4► W -2 I - • , - as s • La �a +:' a c � •�i a1 • +a w a�a• j • ♦ �� e�J a a�a 1 �• ,, ��/I/r�! /e4 r _...__ /24 FRONT ELEVATION 3C?tLif 7 �. �! D'' knnt N0. Plan review APPnwal of 11/1(1 011110110ft the .. , , of ' ' does not ameba of Or minute. how '�rn111 %SPA �on°"'e"� 38 -- -- - - PROPOSED STRUCTURE (PEN NI 003 -219} - '- REAR ELEVATION i CINOFTUKWILA MAR 2 O iL66 itilMITGIENTEh — EXISTING STRUCTURE -'--- - • /5.. DIVISION /o-s- 4 o 4 p pi4e iF (+ , s v LT P z 113006,....2...1:1- PROPOSED LOUSE A0M - owI1 : RuriNP% c.QUITc0 AMES,: 44,0S Wi -57- To KW it. WA .98tGO ... =CONTENTS : REVISIOHS -- 2747116 - Rif FRAMI144 1 siffr a 2/4/of TFUIS6 PE:Tis.IL.-5 4 x 4 7-e cox,c/aer. W/4 x' cc:7 ,e0e-ers/ to 4)(f sc.veye.7 2 X6 NA c eze". c. c77/) Ater, ./3E: -s/mpsox/ ST/zetA/Q 7/E feat "-Cop r006.5e/ re> coe-cold AS fixe-cleA/C 4X4 COz. To x ,eocr 71-ass 04 - 13c (7M) A 4x c- c -474 . 74e /0 7 40c44 4t1tie/4 446 (.V - 6/..friPood ‘51%ecix/a Tie itt (MO 1 5 /0e5 - VSN 17v.,&1> c:.(74ezi> — • • WWI? LOAD =.= I .5/ 67 d 4 4 vG 141 F-4 - 2x‘ 24 /0 coe, ••■••••1111. p$ F- . PST 85 MP/1" _ ....ZO•tjg" 14(M Tt... 17-USSe..5 st%41.4.- fle.UP e. . USt • sityirsbq (iaDdc one) .7.14112 sf IM/4. e_6 fizoyttie..51M (Alec.) To surposur 7b3f -re#'3 3 csms. vp-Tiku-s) '/k? G' e. sNiegl met se- 0" %twig . 747:rr-z■VME. - .?1:44 - ye; cc olt4 tAoLo _vvo1k1 •itaskosi t9o4 u ?LA jT c.•se4c.r1i c=e •P • • f: .7.5 • . 8J. REVISED ROOF FRAMING PLAN MOW ommommor. _ .5CtWE 1/4 1 ( 0 0 0 9.1, 4- acAt i ; - r flAr I 4414 . . 4IP 0 V REVISED TRUSS DETAIL 0 • 5 a $ 0 1- 4w - 51me3od it Cm ponisroes x p‘ylocunt 4osser_ zero (51vie (ly 2-2 X10 T-4 T 1 Tess e.A1 . rq 0 Psywo&o a4uoz, sf• - Roor 'MAT Abta-C /2 ifo• c (7Y/) 2?ef2 .se.t, tzsVis A*TIAt.4.T %WU:La - o.IN - r-et...7 tiyie - - .30 0 647 . rave,. 7/16 O.S. la PLYWOOD , AIL- 4 0-0 iss xr.416_71/v xtriemr TS?MpsC s‘pe 1/2 eLY040 .1 _ 4 . 1 e A .s/E4E.S67,1,.) 2 ) .e.efile. i sse_oc &,execr, 6 ) •t - REVISED TRUSS DETAIL ecAe / -0 axio TLI Jo/s7 .9"4 esz ITA t /1,4i,c/4 4 8' CROSS SECTION B 13-B B' ;. I y2 I TRIC. • peyv000 130(11 scCe S Crir) 4.AS 'E.7 /1 t MTL-ft. epojp si p v z , 727 ;4�:D OF ile 4199Z. 9:- / 71 1 ,. Ettlr CfrYB) - • 12 /#.4.5tic.,47i trift , t REVIMI El) VOR j CODE COMPLIANCE f V:1 • -." V — f i t JUL 1 Uy OIT lukmia of ITLDTixci it sere/met, C 7VA1 REVISED TRUSS DETAIL 6C.64-e. ; 1 " - EXPIRED OCT 30W07 el omm pr. phtl-,GLG- gr. pr. "et ctei.iir t c - 1 . rex 4/4/4 Ti g4i gXree 4.2441- sTaP _Cox 2;F4fz oz ere TopC4100:70 6w4/A5 0 •c/ ST•WA/er We" /e707 Z.. g daerii 6/ oes 7yr. ) 211 /6 411& Co L • STAIRS OPNG. STARS OPNG. ATTIC FLOOR J t I OCCUPIED SP 1ST CE T1ON XI 54 ti ov. 41, c0 • 01 `4 '1" DECK _ _t2 V407 at/Tax'"? 46§20. 6frt -4X41 7-74: 1 co 441 6 2ND FLOOR- 2 izoi ftempa... Am t: ATTIC reg. reikbdei • r-e-4A4/At ATTIC A-e-ocvz. . • =.e•ssesi/A/6 0 TN • 0 Re / i/z-A(1h(16 . f2- p4,0 Cst-C Fere-ic-A/ • REVISED 2ND FLOOR/ATTIC FLOOR FRAMING PLAN • 01 I • TA( LC, x fi za -JO r. tito /MA. TYP) 4 Aw. A _J - • aflaz. _ --- cw;ft - 4276 - ere -- • VatTieletg7;_s 4,9 - 4 - 4EVISIO/4 PkAa -- 4 - X - 4 - sueffiSal_a_s7 7 -4g 4K.-17:44R 74-2(0-coc 12?:• _ .cle:.e.4•7701x: eSg • • Revis4ftv 24 Fiwz /,‘,4At pa 4 PiW 4 6impso4/ / A)) igp • edfz%/-7A257_ • .4f37Z. L. _;Coi (42�I4 se/pit:se 2 .X.4 AWT: • szoc.diecIP kIrtp:E& - • -- ,p_ptz_Oizera _ '(a cw Az o.e..erz Ow:sox. . 40/67 - -X f.2 ---2-1 ,s7e/o.64.7: _ ocg crirame- Wexto • i pAL3f - 2_:414.7:efr= 4)" Rds /ad ••• .QFTg2ie •8T ---74)-e(44----713311.104;E-- _ -- /EXTX'LX 3 A -6- _c! C rm• : - 0* -- 4 - switssaxe szeacta 7pasr:greeAp zixa coz. size_ O'• - - - - - - FOR CODE COO MANCE " i j IR 1 0 a ....... ...■•■ ...... _ •_ _ --___ 1 OW 01 11 Ikwlia ! in Irv: : • S 4 13 pz.>/inicoD (-------) liA bv74,../oz sF - 2. :511&--Ax. WA 44 ec./A/t I = 4-2c_ipt 1, ., # 2 .rx. _ coz...(12.ccir Rol ./tytie) 4 zscf. C ,g -7.1 7 --- - Ere' 40/..1 gi #6°- C (1)'?) FISED111121161f:ADDLT/CY —i- DR_ 07 0/ - t A h a•a 7 -/T4-0 ,.... --- Sala 8 177CONTeiCIT5J... - ____Aziref _ . WET NO: rA S 7/e./SS 42€,S5 5C7/.0. zi xti coo . ":*A 211 • lama 424 07 — /7 /* -----ITTS-Z– fir • P_EAteasvz A77/4_141;p4c,4,5,_ i I r-A evEgY__ (* I 1 • • EXP 4X4 rg2_6 2.A.< g7ec.. crie :(/s7: RED 30 2001 pi. pza . LAI _oirreahme re)..s7 . . • tilLit i• c -‘7,-14.•- _ ‘t-tV4 r - brIc-71-1 RECEIVED CITYOFTlimmuk KA.si 0 oa Petal %f.c• I 1:11: pROPOSED____HOUSE___AMMOAL_ T1Jk fjL - A_.- I& 4 - - - -- -- -- - _ . -- _ _ — .. . 98/-68_ - `OAtTEJ T: - . - - -_ - T7 C_- 5L_ 2: PIIA// - _.. SHEET NO Brizyd. cl'_. 16, a GVe-c -LoSET ATTIC FLOOR AIWA: BEpecr 4 15•Ev¢.omM *C. I3ED acbtrt *7 r o o m : • 4 i5A711 R M $9 OATtuRecc 4 1V!o HALL WAY R1✓T 'TDTAL Sft- VT- / D° Itz.Ml'T f Doi ��R ..._ _- • II 12 14 = 144-tA 14 = o�X 15`- 5 x t3` - s y - s- = G41 10 d 5-- x WI 4 X 13 gg x1Z ONE i 171.14 sF t '.too csF 164.37sF- 74.25 SF 42.16 s� 70.3s s4 r,O. oo SF Go•, Sf 1b. 40 2 G.35SF 91-x.37 WDTi- te1e;1 Ill) _03 - 279 - AP/ OVED /'A// - Q-' p. t.E77 _ISA. fT �(f ca4 F �z6:37: sc T- : Arm /c W a Use. pLA)(/ pEiQMi7 $SUANclf (st E S0 -4) 1A0 ;5_1r/L,0`iiC�e '�ti7,fijlQlt/_1i L :,BF X140 /FIED &Rt_.? &v/s /oN PL4/4f _SD- 1 3 /1i/c7aRAL suppaer) -EMT- a - to OE. frAls4 D USED AS a L .1,01TiO iA R°Oivi Akt 1•wiao1.4 EXISTING ATTIC FLOOR PLAN . 23- SCALE _.!l4 - OA lfl • 2� w yet -ss ` _' S _eA . 7 o L- T par« 4.4 _5? x 13 ` WNAL1t -114 C14 5° I up - .- _N a Yat1: - r PAlli s 5 - ti g m t SP 1310 -X tll j bM , /1/e!h Jig i JJ S C u s - i 3 7 (/'v -) /0 a -- • • B SD • L SD .t - SITE INFORMATION IBC Occupancy: Category 1; ASCE Equivatent - Category it WIND: ASCE -7 98 General analytic method for all buildings Design wind speed = 100mph; Exposure C; Enclosed building SEISMIC: ASC E -, 9d Equivalent Lateral tcrce !'roceoure Use Group I; Seismic Design Category D; Site profile class D Spectral response accelerations S1 = 0.400g, Ss = 0.750g Fundamental period T: T used = 0.118s; Approximate Ta = U_118 , Reliabiliy factor rho = 1.00; Response N m Y = U_3Ujs ponse modification factor R = 6_0O G MAATERIALS by WALL GROUP Wall Sneathing iinj Fasteners: Grp Surf Material Thickness Or Size ? Edgeiregildj Ext SS incl. OSB 7/16 Vert Pd Nail Ed 6e Field 6 ye y sq Me em Fi -Fir Both Gyp r 3 Both SS inci. 068 7/16 Vert 8d Nail 6 1G yes O.Fir -L d Y Ext SS incl. OSB ? Vert ? Nail ? 6 yes Heart yes Hem -Fir Framing_Meeae ers iin) G Spacing 0.43 24 0_50 16 0_43 24 1 0.43 1. Capacity has been reduced according to IBC specific gravity adjustment. Apply Notes 1 AA. 131:v1ZO•M *co 14 ° )( let • • 1 SO- G • - ---lf ,4VO. SD / -- - 7••S.v y �I °0 ,a te — rzfr/i- o COVE -ti • - -' - 7 1 yiCNrrr' 1 tqo1 10 scALt. i k 4e V & ,so ! - _.ice r 1 - Pic 1410 OCT 30 2001 a. � ! ' -�: .. f '; HI 1!« �c � 2GM I S • • RECEIVED CRYOFTHNKIA nAR 2 02e* PERPSITcusiEh • PROPOSED HOUSE ADDITION owul1 : Rung& QUITG4 A 3 ESs : 443o- S 1 404 ST. - - -- TUKWILA , vvA °)8I 6.S Got Boars - T r.g _Ss - er+c-rI tza-1 .A.- ,a _ __ _TI M rt. Qe IL_ 1 SD- 5 • vigt "p040,00 -- C-e:› - ,E3o - P O. ez--- 80-- .4ascI AT /DAf £iyP 2�_2�C6 ; •iqe ;BTU 7aps/L,z - - - -- �,�-naro�. -,�4f3 - -- - 44/0 AZS _.Z.=2Xyl•74 S.i 2 X /C' 1 w)6;//1 L 4E:'' O, 7rp -,X /.S-r .1 -OOM �_-- /2 a . 4X 4 ze.eiss 5 t+/tr! • • n 2) GL4. ,J0/67'd /( G -- 5/n �s Q�s/_. £:T '• /Y� Jp/e7 4 I - ¢x4 pcs ZO n i c � j �'yP SdPPvaer - peopo9 ": 2 /c - 4 -- A/E W A77 /4 G•gg›,2 J0,f.cr ,D ;#2orL; e4 a p•C C /) - 2 -- ex 6 7 e WO 1 •720.5S 40$SET IA /G Co G' . I? T# G1*--1Gizu 17F s�o5s C?YP� 4. TAG 1 /V /NG / 0 - 42777i 0..c/ /G / O•G :(8pL)/14/0uno.-f7nP 'Z'X4Z - 0/ f- 2o/L.6r/e p paM,�v c/G 1/.41.2 eH01/4P 2-2 . - 2W2_. TiP.�/S5014 E) -• " 4ay (We. T -/ - G1S 4A4(/ 77eac -Aier,4 - t b 74 7 7 &7YP • v� z7 p4PE et :75/x /4 • ,=,4yww l7yP� - - -- - _ svP/90.C7 . 17? . t2 -402 -A e- (7y/9 -T/ ... ea 4- 'Kl/1u_ 4 fo -iz LAT c/7 /1/ry nit (e%". r ,e c u r-atr 07)1 e 463 "o. c. - KIST• to jr .,D .8M s� RSo d - 2Zo vs 77E :.. pos7 COX/r7: ) � -IX /s7; 4N,41,5 1 /7 (4 Nso em) X S774 ?caP f'rasf 571/ G WALL 42. CROSS SECTION A -- A • 7/ii/i. %# 4 ;2• ,P,,4 2/02 th goof= va.a7 0 p, // S/0 S TAt ppy•vooC j00711 OES A/A/G Q 4"o �G CPYP • fw lci7 O • , , N�iL ee. /o•c� To osr-cq�?x car" "•, . j 1 o 4'?Q//G. 644.5 4 - 77 - C - 0;(07: - 4;01,407 - . I k ,-,L 04E147 a7# i _WAY r_. :T7'? . .. .- - I k • STAIR DETAIL 1 Sc4Le 3, • • • •- - EXPI :" ED OCT 30 ZOO1 J , 'R': �` 3 •:. S e() 211 • &.-; t: :1 RECEIVED CRYOFTutavim MR 20 2C06 PEMTCENREtt - e •■ •x._•00: SW■Y■•••M - - p i I t . 4- g-4/46e./4, e 4"' 0 • . CAP - 4 X /2 Jr, . 4G ?OGb2 14/4040 P.eessc./ze T.t g47'7D s #mps©.c s?/P-dn/G 7/e Z 4c. C =44x.6 Sr• a 17 Do4e Mme. giM/:so c/ s7,eo c/Q . -r7 ' s? 8 7/t C?Yp- ) • 3 ' .Zx`� - QF#2 Q:e;3T,e r. wa a / /.'ve (II?) • • !g ° X6ca4. 4 x8' 741a ,opt z 01.0Es • /z n F)q 1 G coz, 7R.77y;e, 4 P. eTao.t./ovAez •t3M. W V P..) _ .oIQ ITUD *I M- S cTI oiI - - -- �;�- t$_ -= i ' -o" -- -_ -- 111. 11111r - Ara.67.11 - C7z2ilve_ 47 E1 It' � 6 f • • • . -..- -- rY = PZYlt/40a0 OnlC7 r !2 3 • 01 41 01 i o4 rI • vg • ///4/// 1 :AThc. a ti Load PO/dr A Mc cL.6• G .c/ EXPIRED OCT 3 0 2007 .i • - ' c L . anforrunomA ('P NCR 2 0 2CQS PERAIIICENTrsi [ E; • dT i fce 71• 4A/ • _.Rur1 . 4A - 4 - T Ts.o • w - .r. -•.. • • • _r .v a • • 1 i a • f alb Bruce ,zeti tKt>cA.4 dare ..343" d1 reoF(y �F.xwmi C - - = - tea► L • 4/i(/6 r 1srp4G. La/ G,rer/.c/d c.-#A/ 1G � G?ric) I GLc'61T (t) 13E/2 /wait 01 x ��T• TwQ.4;012 - - = : lul' 101 4u. s - t-0 i co . a -: Lukt �S� t r�l b l c-e. - I O :2 S _ vino. • t„ i$MtL 11 -t5 ; 1 coal . cover erg L« ; vj k+err� r 0 3 Ps�rh (4 4 - b nul t Per L�� G; io�e✓ ��5- -� • / ST Plat PLAA/ A i -e krace w(4(5 w4os4- 03e_ pljt6I, / G 8.6 i - 2 / o 10 ° I o Cp•p • . O o � � 0 a A e_.. 4 ° 0 1. 242 ' /b ?eapp° C P,2c'P4=6■S,.o) 54 0 /o cr y ,1 3? G `_ plsce Dao2 2 4 (pi2o/1, 0) LEFT SIDE ELEVAWOd - - 1 /4 % / • 0 a CEX /S'j. sreac7C f €f-, -td6 mirk. 21111 .qcC5o0 4kiCtIog t'OUts uF G e •) _ /63 ° C x/$r) I Cs JcTuit4 s) r VI ■ MATERIALS by WALL GROUP Wall Sheathing Iin] Fasteners: Grp Surf Material Thickness Or Size Type r Ext SS incl. OSB 7/16 Vert 8d Nail 6 6 Both Gyp WB 1 -ply 1/2 Horz 5d Nail 7 10 Both SS incl. OSB 7/16 Vert 8d Nail 6 6 v Ext SS incl. OSB ? Vert ? Nail ? ? Notes: 1. Capacity has been reduced according to IBC specific t. • rig CIA • °I tsd • ooAx CTYP k ExIST CAC La . CT0 WI) b G2a/'!O I. • • Spacinglinl Framing.Members lin) Apply Edge Field Blkg Species G Spacing Motes yes Hem -Fir 0.43 24 1 yes D.Fir -L 0.50 16 yes Hem -Fir 0.43 24 1 yes Hem -Fir 0.43 ? SEPARATE P }7 R QUIRED ;FOR: MECHANICAL - ELECTRICAL LUMBING GAS PIPING - CITY OF TUKWILA -- BUILDING DIVISION gravity adjustment. ELEVA7/0X1 / -40 HQ, tialmio:•:si KO CIINIOE8 SHALL BE TIDE TO re SCOPE OF WORK MOUT PR ;071 /.+'ROYAL OF TUKWILA WILDING DIV SIG'1. EarE , WWI MK OW yam sissowa. (WE - M(1sT R••crF .Toy pcttoeo - -0("I � A / Q i t-1-s - 4 '$$ox - a f _ - 1/4 �.i1 A Ttfl_ -P� o � P p� +Tr —Immo u3sra"- me-10 Teti sI S A I _ .mil earo v Aoogi otI • Qoc I/ • 38i r. ; Xoposo£ ) ) ALEIA13i,LELEVATIOA/ 1/4„; „.., _ - • !7% «. • 0 '' f• a' /A)/ t• Poc-'N S r, /L /4 ilsr 37 pit P 4 , Owner : Address: • Ii ‘N- `'' %9 r 1 - + /2 6 . BUILDERS COPY PERMIT NO THIS SiT OF APPROVED PIANS MUST BE ON THE JOB AT'ALL TIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO RE OCCUPIED UNTIL AFTER FINAL INSPECTION AJROVAL BY THE TUKWILA BUILDING DIVISION DEPARTMENT OF COMMUNITY DLNELOPMENT 'r arr of DEC - a 213 ton Rufina C. Quitco 4430 S. 140 St. Tukwila WA 98168 e-vci:grof - r ass. TO he!' Tail ..pair Flbnmo R-oo: 4r -plit_gluvAtts-vo-rntr T1onr19 M ATet leoposo- o ,6.001 i l0 -IT- C ry spsy) • I - 1 • ■ • '.� • f ■ P 2 Fuc. * E0-- Li + P (SAL PElwp I ,t,. PROPOSED HOUSE ADDITION CORRECTION LTRf. ... E E 7il.Y NOV 0 4 2003 lOs••62. 40 u Contents: 1` Floor Plan , Left Side Elevation Front 0F HAR2 Elevation , Rear Elevation Faiir Sheet No: lof 7 f 9. i 1 pRDPOISED_HOUSE 4DDirr _. -- ._- - - - - -- ��vv . /NA C Q 11/TCz, - _aUF Lomt - - - - - - -_ - Tfm c4... A. - , - _ . :_c_orars.gr -- - . .--...__ : l, GTIL /c L. P t,% - - - -- . . l lc Ivo/Gaws s1F.0 /P 4.47 /D/J /GA G £ Et E//O SHEET ft o (4C f ie • EP-1 1 F • • •••••• - -- • • • ELEc T , e /CA 4 G 6'I//D : ii'y'rS cw�/. cx/TL.ET (9sp S410 /4 OETECTO/z 'f/ oare.ffr . ExM aSTFAA/ CSocF ,q) - .9. .5///aeZ Peee S K!/TcN 5 3 - WA?' SW17Cii • 4 .4 • • ATTIC ELECTRICAL PLAN 1/4., / • • ATTIC WINDOWS SPECIFICATION : , r i4Qa , vp !/-- P.atc .36 . 3¢ • 3# •34 .3G . $G .mil sbG NEAT C0.E{f/C/O/- .34 . 3e/ .34 .5a 4 )(0'11 0 x 4 6. x *AA/ Eve 4 &¢ ; x 2 # 4°14 x 3 9- 11 07 /7rfA.p o n :c : , .Z _.!. f 1 OCT 30 2001 • EXPIRED RECENED CRYOFMANIA Ka20tali PTCEN;Efi 1 i i a P S • 01 t f i JD i - M12 -MIT 4 903 =z 7R /,. f/ - // /•. r , ., /. / / / / z J : � } ' , . . /. . / •2 • / •/, • TOILET AND BATH& 9 PLUMBING RISER DIAGRAM AO SG 4Ga 2 3� .:s • • . 1 . / 3 �cod/r /FG7 Td 0X /ST 4 10 14 eLs P//p i • ; • / r f • - »/ • • / _ . f/• S / . /• ' „..././ / �/ / '/ - / - i :. , _ , ` ," - f P9 • //' /./ / ; // `' r_ = . x •T4P) it 1 , i , 2G . 04',49 '4 0 /7/ '•, i I Ta i eT 4 Parse - 4 _5 • t 3�. T '• A C142 3 5e PLUMBING PLAN 7.7.10-1111.001 1 - 15T. A l TIc - to oe. . Fg,A,tvm .._ . AKO (.15E17 AS i•QDi rttoiP L a fl t'k tflVe M • :; (TloCJP►L Pit y ,XisT g s7- . /20/1 • A i s =. o � 1% F • r I -I : t :R60.1 -: +_» _. : -.. -. -T- .x_t4� - -- • - .0.0.0.0. m SD 5 11%, A SD 3 SP • • 5 9 ' ••• s TOILET AND BATH # 5 PLUMBING RISER DIAGRAM No sc,4 TOILET AND BATH* 6 TO KITCHEN SINK PLUMBING RISER DIAGRAM 's -- itla SCA • e f) 2:11 • • • OCT CIIYOF TU I A KIR2 c0::: PERAITC Nrui a cl l:_ - _ - -- pgcPb9EI,HOUSE - ADDI770 170 E9s_45' ?S ? - : -- - - - - - -- _ EA - -- . .AlA. ge - -. - -- - -- - .68= -- - :4-41. TSL- .. _- ' . - -- - - - pulti/E4/W P4,4y - - 'PitmeidevA1F .e /sail 2 '46,e -441 — SHEET III MP -1 P S • 01 t f i JD i - M12 -MIT 4 903 =z 7R /,. f/ - // /•. r , ., /. / / / / z J : � } ' , . . /. . / •2 • / •/, • TOILET AND BATH& 9 PLUMBING RISER DIAGRAM AO SG 4Ga 2 3� .:s • • . 1 . / 3 �cod/r /FG7 Td 0X /ST 4 10 14 eLs P//p i • ; • / r f • - »/ • • / _ . f/• S / . /• ' „..././ / �/ / '/ - / - i :. , _ , ` ," - f P9 • //' /./ / ; // `' r_ = . x •T4P) it 1 , i , 2G . 04',49 '4 0 /7/ '•, i I Ta i eT 4 Parse - 4 _5 • t 3�. T '• A C142 3 5e PLUMBING PLAN 7.7.10-1111.001 1 - 15T. A l TIc - to oe. . Fg,A,tvm .._ . 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O.c. 7/if B07/11&AVS .. _444 /2e-li4/LS (' T /e'er /A/f) C? 2-4V 0,C 719? o to Q'- 4 p 0 0 o qL L 1 ' • sack/3 //tsv44770dc/ MAIL VAPOR 1P•64,e+e/07, • • XN • QN ' ,a' O. 4( SECTION 6 - I 7/ z - ir vIc1N11 nLaN MIL er MOT jo sC/S.L_t_ 20 2 *1 • ! Contents: a Vicinity Plan 4;3 v, , so I & �S nNd2cN �I 6 t R-S I2 EXPIRED CCT 30 Inn 2" STIQOfONM Tat . 11,1WL41ic;1 Cr) r . • a CoiJC. St. '' _ •? MIL VAtort. f PROPOSED HOUSE ADDITION Owner : Rufina C. Quitco Address : 4430 S. 140 St. Tukwila WA 98168 { s=UUUUdIIWI Plan , Section A -A , Section B-B 1 i =3 Of 7 1 I Chaat Ain. '2.ke Ft 1 s • • -; 4X4 4) ( ?°°T 0 � ■ flP w 2o a 44 (4 :x s . F - sy a77//t 7G c :Jo /sTWA/4/ /�,�_cryp•) 0070 4xfry cf/ZO, op_ z. 437Z. z PasT sj� i� cz) .) -- - 2 X /0 �/.✓ /G/.(lf e 4•�O..c pia) 4)4 4 9:Dsp 2diel -4X¢ pasj OFA . o_ zzam : r _ 142 - JoiS 7 0 E7. • f '< - 7 - -- 7e/e7 fe.ee N1OAS7. _______ _ I ,# z evz .e77L. _ RM . DJ I : =4 It?IV (TIP TO Au= T. WALLS 71-11 WALL _ .1M1-p.1 C-r - pAC1 - r MT _ a 6 R 2)00 I 6r . G1'YP) ,1 4-74 V-ss��5 t umis ,VJ1z�. - Ho ttxt. . Cl/P) 412.004JO 3# 4s t c-yP) 7 l a • 2X( t301. s I LL 1 R-4), S, ' 4 OO /T /Od a-143 04 LA_ t) suLA —r 2X x e WALL- %Yuo e 16 CVO 20 Elir ?M tL riw ?osO_ v15 A A1VP IZ % t Wows 3 L sirr6. J 2x� exYt? 2ioc � %c, e de C-r[ p ) 1Z-3o Vtv,Tra. atA9S ikisdusmoNi sit- NA to - 2 ort:e . t�o� 4015 - Ott -essu ate. ,,� � � T � � T '1'c re o ITV - to • 0. LTA �� - ACL.ZLQMeiErLJt cot4Ac Lo! esms 4rPR % 40 CEA tO L � �e►c . _ AR gf VIZ L° 2``T Y. 6 tZAUML_ 4s n 0 tip) e (c 4 DAIS as 4a o -c mt KVTCttiJ Ipii4uk Roots cRosSsf:c1lot1 C -C • - O� ,---)Ws 6-0 srA)e) tom! Vet X10 i.L.e96m. 1-1AlLuo ` earliv Co/ J2."P ,P oc.Ts CC - t� �X IsT€ 24 c �w i w . ` � J { PP . - It ST 'T� r - { L VvL EKI sT, Jatst° six?) : g1 ou,sottt (Jo stP?) 1UST Vts!5 SL\1Litivz EXPREI CCT .) r2 PROPOSED HOU - T 1 Owner : s A � rc�� T Ruf ina C. Quitco Address : 4430 S. 140 St. i Tukwila WA i 98168 Contents: 2°d Floor Framing Plan Column to Girder to Floor Joist Connection Detail i t [Sheet No: 4of 7 I • PROPOSED HOUSE ADDITION Owner : Rufina C. Quitco Address : 4430 S. 140 St. , Tukwila WA 98168 Contents: Roof Framing Plan , Roof Truss Detail , Cross Section Detail Sheet loo: 5of 7 F ii I i l 1 • • 4 Coo �7YR��1�� �- 22 3 • .97 • /9 6 __SPF/AtAmoto 6 PtA� ��¢ p " -a" Row= TRUSS PETAIi. A v g 0 x/ S , AM -STRAP (rip) 2>e4 7oi v ceelo.coCr77 __ ._.asp1 t LT s4 :tJG 3Q4J rzsapee. • -c3o a r L = ., ;adt,a r'0M .0 am I 1 I 4 16F - Sgaz ' ,I • g44 -r t�r�4sC l 44' s I ego crii0 t I - Stel 104 A -A, %ye g 1 - 0 x a 17.-oop sNe-NTiac -, r- - 27( d TaP - v p-r a{ib 0 2 01Z. t -so efocr r dsci(Aiwa a mi t: TrIaortaisivi 1431Jt47td yf x'2 s1 4 G psuM•i oAeo C ii' pz.'i /O 120 s - . --\,..........____________,. W1.. _ _ 12. 7. 4 , t "d 2.0 6773?) mss% �o:r..2. •04sTG' 2d ' 2.cC7 -ffe ge & ■. z - 2 )ea, /DP s //� C71,> bF .0 2 eze: d77 -. - - - - --- .2 , tom , 14GG STtZ9 - _ 2 ' :ST2 - - £44:. //J& /e,47/c ' -0 � y A4 -. io cr,' ;. - 4)c _i ite ie ,444S - . . - EXP I ED --�. 54 Lic.doR pot-TS Ca 4g'a .c! &y 2 V6 0607744f ‘S/Z.Z. Z oe ,STrz 2Xa i= ,.e7E' 67YR 4LG cwtsiw /.S/cd, %447 e.c.l-o •c•& • pe.e2z2 2' ae/G�'7ic ) / .RiwIL ' %W'/Z F 6 Z- - 44- Zeiws @ 24d se e oIl1 WAYS 670 44 - f • •, r $ 1 PROPOSED HOUSE ADDITION Owner : Rufina C. Quitco Address: 4430 S. 140 St. Tukwila WA 98168 i ��CE‘E" - Ce.-P t Contents: 1s` Floor Electrical Lay -out I Sheet No: 6of 7 p • • • • P/&STPL t Rf /¢ w OS • itV ci c ,O • • • EXPIRE • • OCT 30 2301 T;054-211 % r : y -SECOAr'D 1 /¢ = / 1_ O h • C .0 • • • • • .r • ..1— • i • • N. • oI ro1 0 10. /T • • 4.3 /o' 4 •57. 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