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Permit D07-404 - SC-3 RETAIL BUILDING - GARBAGE ENCLOSURES
Ad}tEILLMEDHLLf1OS TOfrLT NKfIfflff IWJ2U E-DS Parcel No.: 2623049120 Address: 17401 SOUTHCENTER PY TUKW Suite No: Tenant: Name: SC -3 RETAIL BUILDING Address: 17401 SOUTHCENTER PY , TUKWILA WA 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 Owner: Name: WINNERS 3 LLC Address: 117 E LOUISA ST #230 , SEATTLE WA 98102 Phone: Contact Person: Name: CHRISTIAN SCHOFIELD Address: 117E LOUISA ST #230 , SEATTLE WA 98102 Phone: 206 - 257 -9921 Contractor: Name: DECKER DEVELOPMENT & CONST INC Address: 117 3 LOUISA ST 230 , SEATTLE WA 98102 Phone: Contractor License No: DECKEDC002C2 Value of Construction: $8,000.00 Type of Fire Protection: Type of Construction: Citf Tukwila DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -404 Issue Date: 01/02/2008 Permit Expires On: 06/30/2008 Expiration Date: 04/10/2009 DESCRIPTION OF WORK: RECONSTRUCT GARBAGE ENCLOSURE SO THAT GARBAGE TRUCKS CAN ENTER & PICK UP GARBAGE CANS Fees Collected: $317.77 International Building Code Edition: 2006 Occupancy per IBC: 0026 doc: IBC-10 /06 D07 -404 Printed: 01 -02 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied The grantin constructio Print Name: City o 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 N permi does no e perfo ce of I �— Permit Number: D07 -404 Issue Date: 01/02/2008 Permit Expires On: 06/30/2008 Private: Public: Profit: N Non - Profit: N Private: Public: Date: 011 OW?) fin this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. give authority to violate or cancel the provisions of any other state or local laws regulating uthorized to sign and obtain this development permit. Signature: j Date: r -- ()2 "off This permit shall become null and void if the work is not commenced within 180 clays from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC -10/06 D07 -404 Printed: 01 -02 -2008 Parcel No.: 2623049120 Address: Suite No: Tenant: 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 17401 SOUTHCENTER PY TUKW SC -3 RETAIL BUILDING 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D07 -404 ISSUED 10/30/2007 01/02/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be required. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Cond -10/06 D07 -404 Printed: 01 -02 -2008 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: _: = J Ai/ 1. Date: 0 2—C X / � Print Name: doc: Cond -10/06 1 D07 -404 Printed: 01 -02 -2008 Tenant Name: Property Owners Name: Mailing Address: 1 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hap: "www. ci. tukwila. Iva us 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 ** SITE LOCATION I {� King Co Assessor's Tax No.: 2- 0 - 30' - Site Address: 11 ScA.AAAN r e vul - v te► v PrW / Suite Number: / New Tenant: Lo m.u. v s A L L L. E Z/t t'S c t � d IS Z CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 0 fii Y evS 6 t v� �► C Mailing Address: � %" — er-- City //�� 11 __-- AA LL I Y City E -Mail Address:l:.l'r�►� � `mil A cgA lG cov re p `� Fax Number: 2...C7Ce GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: De-C- ev DCA D kV'- VS Mailing Address: .5a - CiC dw L4 L' Contact Person: Stec �GG%1 . E -Mail Address:F✓Gcr. e! cg* dottg G ce-,1 /a''1 -'v\'t ' Contractor Registration Number: Pc c tcIc 00 Zc L ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: 4 a,7Ce M ✓ /!v Contact Person: a) Ain Hegerie•td / 3 0 L4ifS de � SUI t Z-CO � /f/e Ct/it 90/ Z City Day Telephone: Fax Number: �wf Ae i' E -Mail Address: net/1Z JMJeilv-cra„i Company Name: Srt.' f/ /er Cpnst/ / /Jt rif,kre,s .T c Mailing Address: / f03 )13e / - Oa (e•td / S vt'/c MO Le /d«/vc City Day Telephone: Fax Number: E -Mail Address: Jatihh ,ShLPHe . to Q 1Applicauons `,forms- Applications On Line\J -2006 • Permit Application. doc Revise 9 -2006 tat Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) w�. State Floor: Yes State Zip W �S�✓ .A J- / �i C.. State Zip 204-3 z r- Zrr? 2oG -3Zg- osry Day Telephone 2U Ce- 'Z � - (41 2 l City State Zip Day Telephone: Z$X. -- ZZ4 — Fax Number: Z4::›Ce / 5 Expiration Date: y1/0 / Zoo 9 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record (A J7.3 SX Oor State Zip CPU"' T° yo 75 y 1 /50 - ya >G Page 1 of 6 •L b w or �•v `. -- Existing rw Interior Remodel -- - - Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC Floor ( / � 1 ►ts t T� �/l/L- ^ V v "- 2 Floor 3 Floor Floors thru Basement Accessory Structure* Zee 2 _ -- 2.5 VIA A - /� Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFOR - 206- 431 -3670 Valuation of Project (contractor's bid price): $ � - e xJV Existing Building Valuation: $ tV � CM. Q°C) Scope of Work (please provide detaile information): 2 e.cc 3. s � ✓ bc � ta r Gt. so �na c\ e tA� s [s•t E e.✓ chi tits k `'� 5 a r Ixc 9`- ec�t -S P Will there be new rack storage? ❑ Yes [�No If yes, a separate permit and plan submittal will be required. 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): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: 2 I Handicap: Number of Parking Stalls Provided: Standard: G O Will there be a change in use? ❑ Yes D No if "yes ", explain: FIRE PRQTECTION /HAZARDOUS MATERIALS: / Sprinklers ❑ Automatic Fire Alarm 1� None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ©"....- No If "yes', attach list of materials and storage locations on a separate 8-1/2" x I I " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On - site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q.'ApplicationsTorms•Appl¢ aeons On Lme13-2006 - Permit Application.doc Revised. ' -2006 bh Page 2 of 6 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. Signature: Print Name: Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O ' E t • R AUT . • RIZED GE %-4 ./ a41rk.5 \-1 1. �dclC\ Mailing Address: I LI 1- Lex& s S Date Application Accepted: 10—S0 0 7 Q Applications \Forms-Applications On Line\3 -2006 - Permit Application.doc Revised. 9 -2006 bh City Date: (643,16* Day Telephone: 7JC3Q (NGt. gX102 State Zip Date Application Expires: -30-o 0 Staff Initials: ( AC Page 6 of 6 ACCOUNT ITEM LIST: Description Payee: 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 ParcelNo.: 2623049120 Permit Number: D07 -404 Address: 17401 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 10/30/2007 Applicant: SC -3 RETAIL BUILDING Issue Date: Receipt No.: R07 -02363 Payment Amount: $317.77 Initials: WER Payment Date: 10/30/2007 01:50 PM User ID: 1655 Balance: $0.00 BRAD DECKER /141 i klin 3 aloge TRANSACTION LIST: Type Method Description Amount Payment Check 7701 317.77 BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 RECEIPT 189.86 123.41 4.50 Total: $317.77 doc: Receipt -06 Printed: 10 -30 -2007 Pm C` r 3 2 T , ( l G e t 1 < '' Type of Inspection: D ,; �� , F�A GLA u , Address: 1 940 1 S - C - PP .rkJAH/ Date Called: I Special Instructions: '7�1 � / 02 c ` - 02 `r ( , s D� _ t1_ ,r G ^ i&Alt 1 4 A/1 Date Wanted: f v r raq -4k P.m. Requester: Phone No: il0CV 2 51 17 . 1 C I Z f INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Inspec,r: INSPECTION RECORD Retain a copy with permit (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. (Date: El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: CP Ai 1 Sp erm` C M ;7 L- (Receipt No.: 'Date: Project: Type of Inspection: Address: I r7' 0 1 S. <_ P. -r-t.J Date Called: Special Instructions: (•) /Lie 6 ' (65_r, A -te_sf A (iS- / Date Wanted: �7 a�m ��� 1' U� "' : Requester: Phone No: Q ' ZS 7' /' Z—( D INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION P- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 CO IGI M ENTS: (VA ek 1,.c1 Approved per applicable codes. J Corrections required prior to approval. n $60.00 R INS EC ION FEE REQUIRED. Prior to inspection, fee must be paid at 6 00 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: (Date: Project: . , n j ( Q : r1. UC Cam, it . l — C Type of Insp � y tion� u . �f Address: 1 /401 5 . C , � IC Date Called: / ,--. Special Instructions: �_,,I (A-n A. .' , e/ N t ` < t-rz l 1, r (.') . , j S ! Date Wanted: '� �� p.m. Requester: Phone No: 57 _ n INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION IL. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. orrections required prior to approval. COMMENTS: (V. Apr' 1At c--or `r° Q J, ( A to r Af Aei&-t 'Inspecto f Date: z(0 ov n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: !Date: ti Project: se - 3 CeIA, I Type of Inspection: 1 fo �` Address: I S4f1V146fti r F L, Date Called: Special Instructions: Date Wan ed: Want e_ � e 3 ;` p.m.. Requester: Phone No 206 -Z ZS - 7 31 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION te• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. El Corrections required prior to approval. COMMENT- :.00 REINSPECTIO FEE REQfJIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. INSPECTION RECORD Retain a copy with permit Receipt No.: 'Date: PERMIT NO. Date: Y Field /Material Report Report Number: 69928 " =OJT A. AR. 7esffrig. Laboratory, 'Inc. .7126180th.AveN.E., Perk 180, Suite 0101, Redmond, WA 98052 Phone 425.881.5812 Fax 425.881.5441 Client Name: Contact: Client Address: Date: Supplier: Material Data: Plant Number: Mix Number: Truck Number: Ticket Number: Number of Samples: Yards placed: 5 Design Strength: 3000 Sample ID Test Date Age Decker Development Mike 117 E. Louisa ST #230 Seattle, WA 98102 3/5/2008 Stoneway Concrete 14 5000 413 916789 4 Inspection Performed: Reinforced Concrete Grid Lines /Location: Remarks: Dumpster Enclosure Footing Size 802262 - 3/12/2008 7 4 X 802263 4/2/2008 28 4 X 8 802264 4/2/2008 28 4 X 8 802265 4/2/2008 28h 4 X 8 Distribution: 5 Client Engineer © Municipality ❑ Architect Inspector3: Area Set # 12.6 1/1 ❑ Contractor ❑ Owner ❑ Distribute Other ❑ Distribute Other 3 Project Number: Permit # Project Name: Address: Air Temperature: Concrete Temperature: Air Content: Slump: Time Sampled: Added Water: Admixtures Samples Tested in Accordance with ASTM: C 1231 C 31 C 172 C 39 Total Load 36920 53190 51480 54170 05 -247 D07 -404 SC3 (Winners) 17401 Southcenter Parkway 55 65 5" Location: Dumpster Footing 11:00:00 AM 5 gal by contractor ASTM C 1064 ASTM C 231 ASTM C 143 Inspected reinforcement prior to pour - found to conform to approved plan and engineers revisions. Concrete placed via chute and consolidated via puddling with shovel handle (17 deep footing). Conforming to approved plans Inspector: Bosma, Rory ID #SI 01550 Inspector2: Reviewed Olson, Chrissy PSI Method Fracture Type 2940 C 1231 - Pad Cap - 4230 C 1231 Pad Cap 4100 C 1231 Pad Cap 4310 C 1231 Pad Cap Date Mailed: Tested By: Mike Holtz Reviewed: Mike Blackwell All tests in accordance with the requirements of ASTM C 31 for casting and curing concrete specimens in the field excluding Section 9.1.2 (required use of a maximum - minimum thermometer). All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full, without the written consent of A.A.R. Testing Laboratory is strictly forbidden. AEI AMIN e NNW MIME SHUTLER CONSULTING ENGINEERS, Inc. 12503 Bel -Red Road, Suite 100 Bellevue, Washington 98005 (425) 450 -4075 FAX (425) 450 -4076 STRUCTURAL CALCULATIONS FOR: CMU WALL FOR DUMPSTER ENCLOSURE -- SC-3 RETAIL BUILDING 17401 SOUTHCENTER PARKWAY TUKWILA, WASHINGTON FILE COPY Permit N0. ARCRITEC : :� .. • LANCE MUELLER &ASSOCIATES - `- 130 LIAKESIDE,S,UIT.250 SEA' TLE, WA 98122 (206)'325 -255 - 3 _ = - _-- DESIGN CRITERIA: CODE ROOF LIVE LOAD WIND LOAD SEISMIC ZONE RECEIVED CITY OF TUKWILA DEC 13 2007 PERMIT CENTER JOB SC-3 Retail Bldg SHEET NO. COVER CALCULATED BY jch CHECKED BY SCALE JOB NUMBER 04 -56.03 ALLOWABLE SOIL BEARING ASSUMED TO BE 1500 PSF. jz•. EXPIRES 11/28/ AM CORRECTION LTR# POI-L-10 OF DATE 12/7/2007 DATE TERNM IO QAL?3UTLDING CODE, 2006 EDITION NA 85 MPH ZONE, EXPOSURE "B ", Iw =1.0 SITE CLASS 'D', Sds= 0.943, ap=2.5, Rp =2.5, Ip =1.0 ®ems SHUTLER Milk II CONSULTING ®MIN ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 I JOB SHEET NO. CALCULATED BY ���+ DATE /�` "f �"'► SCALE —� 7 t1� t t — ;i ce, ,; -�- ®ems SHUTLER Milk II CONSULTING ®MIN ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 I JOB SHEET NO. CALCULATED BY ���+ DATE /�` "f �"'► SCALE - ®- SHUTLER ■® CONSULTING ®® ENGINEERS, INC 12503 Bel -Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB c 5 SHEET NO. CALCULATED BY DATE SCALE OF /MIAMI SHUTLER CONSULTING MIMI ® ENGINEERS, INC 12503 Bel-Red Rd., Suite 100 Bellevue, WA 98005 (425) 450 -4075 FAX (425) 450 -4076 JOB SHEET NO. � -a CALCULATED BY vq 1 � DATE i l/ r d SCALE OF Conterminous 48 States 2006 International Building Code Latitude = 47.45 Longitude = - 122.26 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.415 (Ss, Site Class B) 1.0 0.484 (Si, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 47.45 Longitude = - 122.26 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D Fa = 1.0 ,Fv = 1.516 Period Sa (sec) (g) 0.2 1.415 (SMs, Site Class D) 1.0 0.734 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 47.45 Longitude = - 122.26 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.516 Period Sa (sec) (g) 0.2 0.943 (SDs, Site Class D) 1.0 0.489 (SD1, Site Class D) If 2 Erigiish CORPORATE EXPORT THE MAP STORE AND RETRIEVE DRIVE ME FROM DRIVE ME TO NEW SEARCH ;Country: 1 USA Address, Station, Points Of ]Interest: 1 17401 SOUTHCENTER PKY Pest - Code: — Scat€:- 98188 WA 1 City: (mandatory) 1 TUKWILA Start saving about /mo over digital cable Based on FCC report dated 12/27/06 -: COMPANY I SOLUTIONS I PRODUCTS I TECHNOLOGY I CUSTOMERS NEWS h X2007 Mapori ma, Rt TI NAVTEQ INFORMATIONS 17401 SOUTHCENTER PKY - TUKWILA(98188) - USA Lat -Long: 47.45 (47 °26') I - 122.26 ( 122 °15') WEATHER: WEB SEARCH y°wesed by eurekster ?A „ SPONSORED LINKS O MAPORAMA INTERNATIONAL 2006 COPYRIGHTS - SEND US YOUR COMMENTS ADD TO FAVORITES 0 PERSONALISE YOUR MAP J 500 r. HOLIDAY DEALS ONLINE AT TELETEXT BOOK YOUR HOLIDAY ABROAD AT ULOOKUB00K.COM LA ROSIERE, FRANCE: CATERED SKI CHALET HOLIDAYS CUSTOMERS 1 Amu: 12/6/2007 4:55 PM 07 -29 -2008 CHRISTIAN SCHOFIELD 117E LOUISA ST #230 SEATTLE WA 98102 City of Tukwila RE: Permit No. D07 -404 17401 SOUTHCENTER PY TUKW Dear Permit Holder: Jim Haggerton, Mayor Department of Community Development Jack Pace, 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 Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the 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 issuance, 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 International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 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 09/01/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: fer Marshall it Technician Permit File No. D07 -404 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 November 26, 2007 Christian Schofield 117 E Louisa St #230 Seattle WA 98102 RE: CORRECTION LETTER #1 Development Permit Application Number D07 -404 SC -3 Retail Building —17401 Southcenter Py Dear Mr. Schofield, 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 messenger service. Si cerely, ifer Marshall it Technician encl File No. D07 -404 City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director P:\Pemtit Center\Correction Letters \2007\D07 -404 Correction Ltr #1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: November 8, 2007 Project Name: SC -3 Retail Building Permit #: D07 -404 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The 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. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please provide plans with construction details specific to the garbage enclosure and remove all drawings and details that do not relate to this permit. Include a site plan with the revised set. 2. Drawings submitted reference outdated 2003 building codes. All new drawings submitted after July 1 2007 shall meet the current 2006 International Building codes. Provide code reference on new plans that show plan and design comply with the current 2006 building codes. 3. Plans shall be original stamped and signed by a registered design professional. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ` COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -404 DATE: 12 -13 -07 PROJECT NAME: SC -3 RETAIL BUILDING SITE ADDRESS: 17401 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: (� tt ► j (� �7i' ✓" 1 Bui • ision 1L�J Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ei Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Fire Prevention Structural APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator No further Review Required DATE: DATE: n DUE DATE: 12-18-07 Not Applicable ❑ C DUE DATE: 01-1508 Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Bid Ivlslon ul g Public Works r2�rvt 10.61- d1 TUESJTHURS ROUTING: Please Route Approved Notation: Documents/routing slip.doc 2 -28-02 `PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -404 DATE: 10 -30 -07 PROJECT NAME: SC -3 RETAIL BUILDING SITE ADDRESS: 17401 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued APPROVALS OR CORRECTIONS: 61( 11 14 Fire Prevention Structural Review Required Approved with Conditions l gD i Division 2'01 P XL annin Ivlsl Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -1 -07 Complete Incomplete ❑ Not Applicable ❑ 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 INITIALS: DATE: DUE DATE: 11 -29 -07 Not Approved (attach comments) 1 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 1 Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila lapplications\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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: i v 1 0 Plan Check/Permit Number: D07 -404 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: SC -3 Retail Building Project Address: 17401 Southcenter P (6 y � �,1 Contact Person: �41/C-14- ` Phone Number: 7--C- 7 Summary of Revision — k) e w ec7c).- 6 G, LAP c) .c\,,z- Zook 0._.)Q\-- S t� � e j N G‘ �n.�ele y % — 0 € w 1 �� i l S eJ C-- ,c GG� q ✓ Li & 0S(.� ✓r c_ V c1 Sheet Number(s): "Cloud" or highlight all areas of revision including date of r ' ision Received at the City of Tukwila Permit �Center by:( Entered in Permits Plus on (1 —�,1�L r Steven M. Mullet, Mayor Steve Lancaster, Director neetryet0 CRv nF " :KAMA DEC 13 2007 GENTEfi Business Owner Information Name Role Effective Date Expiration Date DECKE, BRAD Cancel Date 01/01/1980 Bond Amount Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #5 OLD REPUBLIC SURETY CO YLI239874 02/07/2002 Until Cancelled $12,000.00 11/05/2001 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License Licensee Name Licensee Type UBI Ind. Ins. Account Id Business Type Address 1 Address 2 City County State Zip Phone Status Specialty 1 Specialty 2 Effective Date Expiration Date Suspend Date Separation Date Parent Company Previous License Next License Associated License DECKEDC002C2 DECKER DEVELOPMENT & CONST INC CONSTRUCTION CONTRACTOR 601704966 CORPORATION 117 E LOUISA ST 230 SEATTLE KING WA 98102 2065454964 ACTIVE • GENERAL UNUSED 2/22/2000 4/10/2009 SIERR00044KS https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= DECKEDC002C2 01/02/2008 CD Q 0 EXIST. PKG. — NOT A PART OF PROPERTY BUT USEABLE MALL ' = \ I w 4 in I\ ►9 I \ w \\ I \ \ o I\ \z 1 \\ 1 'NEW PO \ 1 LIGHT \ -J \\ \ \ \ (0 co 0 F) JOANN FABRIC PEAKS TOP 7 N.Z9 ■ BORDERS BOOKSTORE y yy7 yy 5 i NEW POLE UGHT S 88'51'25" l \ Cl \ EXIST. ASPHALT ELEV. = 31.2' BLDG. SLAB ELEV. = 29.0' I 1 1 I 1 1 1 1 ( I 1 1 \ \ SITE CROSS—SCTION/ A —A NOTE: GROUND AND BUILDING MOUNTED UTILITIES LOCATED AND SCREENED TO MINIMIZE THEIR APPEARANCE IN THE LANDSCAPE. 27 .38' EXIST. PKG. — O° PROPERTY BUT USEABLE ENS-1` PKG T r QF p MN US E9 AREA TO MATCH ADJACENT CENTER 6 FLUSH W/ EXIST. PAVEMENT (3/A1.1) SOUrHCEHTER PRKWY NEW POLE LIGHT ► RE PA PUCE FOR ► ER ■ ► 1 F.H- VICINITY MAP SC -3 RETAIL BUILDJNG SITE AREA: 47,694sf BLDG. AREA: 16,781sf 0 \ SITE PARK! \IG CARS Gl LANDSCAPE AREA: 4,774sf T SITE PLAN 17401 SOOT — CENTER PAR<WAY NOTES: 1. PYLON SIGN SUBJECT TO SIGN CODE. 2. HEIGHT OF PYLON SIGN NOT TO EXCEED 30' A.F.G. 3. SITE LIGHTING 9 BOLLARD LIGHTS @ 1OOW EACH = 900W 7 POLE MOUNTED SHOE BOX LIGHTS @ 400W EACH = 2,800W TOTAL WATTS = 4,100W 4. MAXIMUM ALLOWABLE WATTS © 0.20W /SF = 5,476W LANDSCAPE CALCULATIONS: 15' PERIMETER LS REQUIRED = 2,255s.f. PERIMETER LS SHOWN = 2,576s.f. PARKING LS REQUIRED IN FRONT/SIDE = 72 STALLS x PARKING LS SHOWN = 1,461sf (NOT INCLUDING 15' FRONT YD. LANDSCAPING PARKING LS REQUIRED IN REAR = 18 STALLS x 10s.f. = 180s.f. PARKING LS SHOWN = 737s.f. TOTAL LANDSCAPE REQUIRED = 4,453s.f. TOTAL LANDSCAPE SHOWN = 4,774s.f. LEGEND 0— WALL MTD. UP /DOWN ARCH. PATHWAY UGHT 0-0 SITE POLE UGHT CI TRASH RECEPTICLE M BENCH LANDSCAPE PLANTER BOLLARD UGHT BIKE RACK SEPARATE PERMIT REQUIRED FOR: / Mechanical r$ iectrical � P�,/lumbing i!l'Gas Piping City of Tukwila BUILDING DIVISION ay 1 " = 20' -0 20' 1O' RECEIVED CITY OF TU ?ILA DEC 13 2007 �Ln►v►i► l.ci\siER 0' 20' RUE COPY Permit No Marc review approval is subject to anus and ornissions. the violation otanv of approved City of Tukwila BUILDING DIVISION 15s.f. RE `ISIfNS \--No changes s i be +ria to th^ SCPOP of work without prior approval Of it Tukwila Building Division NOTE: Revisions will require a new n►ar' suhrnittll a m ay include additional plan rrrfiewf f.`'n` 1 CORRECTION LTR# 1 '-1 1,08r!0s.f. ASPHALT PAVING AND BASE PER SOILS ENGINEER 3/4 "0 P.V.G. DRAIN at 10'-0' o.c. PLAN DIM. CONT. E TRUDED CEMENT CONC. CURB w EXP. JTS. at„ 20' ---0 o.c. & SCOR JTS. at 5' -O o.c. 3/4" R. 2" 6» >» PLAN DIM. K FINSHED GRADE • - � II ---- III —I I I . . I I I I ICI I ICI HI F BONDING ASPHALT PAVING (SEE SOILS �co REPORT) EPDXY BONDING AGENT (TYP.) 1 EXTRUDED CURB C CURB PRECAST CONC. WHEEL STOPS PER PLAN ASPHALT PAVING EPDXY BONDING AGENT PLAN DIM. 3/4" R. PLAN DIM. 1" = 1' -0" - CAST -IN -PLACE CONC. SIDEWALK w/ EXP. JTS. at 20' -0 o.c. & SCORE JTS. at 5' -0" o.c. SIDEWALK AT H.C. PARKING Ar LLJ 0_ 0 V 4" CONC. SLAB W/ BROOM FINISH 9 DUMPSTER ENCLOSURE PLAN 3/16" = I -d 1" = 1' -0 PLAN DIM. PLAN DIM. EXTRUDED CONC. CURB 3 /4" R. ) CANE BOLT w/ KEEPER AT EA. GATE f .... • , a. a :; x„111 _, � , �� • ��I ICI I Iii - III =11� 1 =11- 1, I: I I I 11-111=-111 10 DISA PARTING REQUIRED < VAN <� ACCESSIBLE H. C. SIGN 4" CONC. WALK (FINISH PER PLAN) 1 " = 1' -0" WHITE LEI I LRING & SYMBOL ON A BLUE BACKGROUND PER STATE H.C. CODE METAL SIGN BOLT TO POST PER WAC 51- 30- 1107.3 3 33 N GALV. PIPE - PAINTED EMBED IN CONC. 1'--6" FINISH GRADE » 8 "x8 "x16" INT GLAZED TILE DUMPSTER ENCLOSURE ELEVATION 10 ASPHALT PAVING (PER SOILS REPORT) CONC. FOOTING TOOLED EDGE 1/2" - 1 '_ -0 " II - 1 1--I 111 =I 1.1 1 I —I 11-- PLAN DIM. VIEW A VIEW B PLAN DIM. 4" CONC. WALK (FINISH PER PLAN) a , , 1 1 1 ry 1 l 1 -1 I I^ p 7 ::III::::III:L:lII - / 90% COMPACTION PER SOILS ENGR. 01 ) PAVING / CONNCRETE TRANSITION EGRAL COLORED CMU P 3/16" = 1' -0" CHAIN -LINK GATE WITH VERT. SLATES, PAINT 2 - 3/16" x 1 1/2" GAL F.B. WELD TO GATE - PAINT V4" x 4" M.B. WASHER & 1 "N x GALV. PIPE SPACER BTWN.. - PAINT 2 -3/16" x 1 112" GALV. STL. F.B. WELD TO PLATE - PAINT ' = 1 ' - 0 " TOOLED EDGE FINISHED GRADE PLAN DIM. NONE 2 "x4 "x1 8" STL. TUBE FRAME - PAINTED 18 GA. METAL DECKING PAINTED PLAN DIM ii iii� - iif = iii - -0" 11 DUMPSTER ENCLOSURE DETAILS 4" CONC. WALK (FINISH PER PLAN) COMPACTED SOILS PER SOILS REPORT GRADE / CONCRETE WALK TRANSITION Pg1 EI: BICYCLE RACK 6" x 4" x 4' HIGH GALV. STL. ANGLE ANCHORED WITH [ "N x 4" P.B. 1" = 1' ---0" NONE OCT i U Ztjol PERMIT CENTEr t- o cn z LEI U) 0 0 0 0 - D O sheet A1.1 (9) DUMPSTER ENCLOSURE PLAN CHAIN —LINK GATE WITH VERT. SLATES, PAINT 2 — 3/16" x 1 1/2" GALV F.B. WELD TO GATE — PAINT 3/4"0 x 4" M.B. w L WASHER & 1"0 x 3" GALV. PIPE SPACER BTWN. — PAINT 2 —3/16" x 1 112" GALV. STL. F.B. WELD TO PLATE — PAINT „ = 1 , -0 „ 2" x 4" x 1/8" STL. TUBE FRAME — PAINTED E- --- -18 GA. METAL DECKING PAINTED = 1 -0" C 1D1 DUMPSTER ENCLOSURE DETAILS 1/4" = 1' -0" 6" x 4" x 4' HIGH GALV. STL. ANGLE ANCHORED WITH 3/4"0 x 4" P.B. • v 4.. 4 „ = 1 ,_ 0 „ 5" SLAB Val,/ #4'S @ 18 o.c. e. w. 2 — #4'S CONT. 3" = 1 -0" 16' -3 1/2" VIEW B 23' -6 VIEW A DUMPSTER ENCLOSURE ELEVATION 8 "x8 "x16" INTEGRAL COLORED CMU GLAZED TILE W/ ACCENT TILE (TYP.) 2 — #4 HOR Q SLAB, TOP OF CvIU WALL, & 48 "o. c. #5 VERT. © 32" o.c. 12 DU V 8 "x8 "x16" INTEGRAL COLORED CMU GLAZED TILE W/ ACCENT TILE (TYP.) ° • F CANE BOLT w/ KEEPER AT EA. GATE 1' f] • . . .•4 .• • 4 4• 10' • • 4• 4 1 8 "x8 "x16" CV 2' VIEW C 7 ' VIEW D #4'S © 24" o.c. U, GROUT SOLID 4 ' • 4 • . 0 ° 0 6 ; Os O 0• 1 ,5 4 PSTER WALL SECTION 12" •• 4 000 41-0 • O • 064111. 10' 18" 4" CO\C. SLAB 2 — #5'S COST. 8 "x8 "x16" INTEGRAL COLORED CMU 1' DO 1/4" = 1' -0" 3/4" = 1 -0" RECEIVED CITY OF TUK inL4 DEC 132007 S arum 1 t.•al■1 1 tR STEEL STUD & FINISH PER ARCH. SIDEWALK PER ARCH. (PER PLAN 2 - #4 HORIZ. #4x1' -0" 16 "o.c. #g FULL DEPTH CENTER BAR AUGERCAST PILE PER PLAN w /4- #6x27' -0" VERT. & #3 SPIRAL TIES C4) 2 o.c. TOP 80" & 6 "o.c. BALANCE R 5 - #7 �l� I L.W., TOP & BOTTOM PLAN 1TQ " 3 -# FACE OF CMU BEYOND CMU PIER BEYOND SIDEWALK PER ARCH. 11 4(PER PLAN HSS COLUMN PER PLAN CONC. SLAB PER PLAN - PER ARCH. SECTION A -1.0 SCALE: 3 /4 " =1' -0" • A. d • -_4 1 �- Ib i • II • 1- SCALE: 1 /2 " =1' --O" ,-2" CLR. TYP. • PILE & GRADE BEAM .T 2)2" CLR. 1 1 U5111 IL 1 x1 Ox1' -2" w /4- 3 /4 "0 A.B. (EMBED 5" MIN.) BALANCE PER SECTION C -1.0 4- SECTION E -1.0 CONCRETE SLAB PER PLAN 5' -0* #4N 0 12 "o.c. #4 HORIZ. ® 12 "o.c. EACH FACE 12" CIP STEM WALL #4 HORIZ. Cc? 1 12"o.c. EACH FACE 1' -0" GRADE BEAM PER PLAN SECTION J -1.0 SCALE: 1 /2 " =1' --0" CMU WALL PER PLAN #4 - - © 12 "o.c. V -0' CONC. SLAB PER PLAN ROUGHEN SURFACE & REMOVE LAITANCE) 3'- O "x2' ---2" GRADE BM. w/7 - #7 TOP & BOTTOM w / #4 STIRRUPS Cc? 10 "o.c. PILE CAP 6 - #6 Ij Ij S.W., TOP & BOTTOM " IPER PLAN) N E5 0 AUGERCAST PILE PER PLAN (SEE SECTION A -1.0 FOR PILE REINF.) FINISH PER ARCH. CMU WALL PER PLAN DOWEL TO MATCH VERT. REINF. (TYP.) #4 HORIZ. +� 12 "o.c. 4(PER PLAN GRADE BM. PER PLAN FACE OF CMU STUCCO FINISH PER ARCH. . GLAZING PER ARCH. SIDEWALK PER ARCH. $ (PER PLAN) I71--, 1 j 1 111 0 6 - #5 1' - o" 1c 1' -6" HSS COLUMN PER PLAN CONC. SLAB PER PLAN SCALE: 1 /2 " =1' -0" i PER - ARCH. SECTION B -1.0 SCALE: 3/4"=1 SECTION F SCALE: 1 " =1' -0" PER PLAN A • ,• • 1 11 - 111 - 2' -0" N HSS COLUMN PER PLAN IL 1x11 x1' -2" w /4- 3 /4 "0 EXP. BOLTS (EMBED 5 ") 1" LEVELING GROUT CONCRETE SLAB PER PLAN 1' -3" SECTION K -1.0 • • 1x10x1' -2" w /4- 3 /4 "0 A.B. (EMBED 5" MIN.) 11 1.0 CMU WALL PER PLAN CONCRETE SLAB PER PLAN 4 PILE CAP 12" STEM WALL w / #4 ® 12 "o.c. EACH WAY EACH FACE ZIAI,TI ■1111111Will W V ■I-_IINkIk71 4M WLl 5 - #6 @ 6 "o.c. TOP & BOTTOM (TYP.) PER PLANI REINFORCING PER SECT. E-1.0 AUGERCAST PILE PER PLAN (SEE SECTION A-1.0 FOR PILE REINF.) BALANCE PER SECTION A -1.0 1y2" TYP 10" PER PLAN AUGERCAST PILE PER PLAN (SEE SECTION A -1.0 FOR PILE REINF.) $ (PER PLAN) CMU WALL PER PLAN 4 MATCH GRADE BEAM REBAR (TYP) 2' -0" 2' -O" FACE OF CMU BEYOND CMU PIER BEYOND SIDEWALK PER ARCH AUGERCAST PILE PER PLAN 4 44 . ' -3" 0 PER ARCH. • 4 • - T I - 111 - 1 I - j 1 4 SECTION C -1.0 4 SCALE: 1 /2 " =1' -0" SCALE: 3 /a. " =1 ' - O " 4 ' 2' -6" 4- `1 4 ° t_b b1r 1 • SCALE: 3 /4 " =1' -O" v 2' -6" GRADE BEAM STEP AT NORTH WALL BALANCE PER SECTION A -1.0 I 1 1- 11 1 CONCRETE SLAB PER PLAN o� # 4 12 "o.c. GRADE BEAM PER PLAN SECTION G -1.0 CMU WALL PER PLAN SEE ELEV. FOR REINF. CONCRETE SLAB PER PLAN 4• 2'- 6 "x2' -2" GRADE BM. w/7 - #7 TOP & BOTTOM & #3 STIRRUPS @ 10 "o.c. 12" CIP STEM WALL GRADE BM. PER PLAN (TYP.) (PER PLAN) AUGERCAST PILE PER PLAN (SEE SECTION A -1.0 FOR PILE REINF.) (PER PLAN) 3" PENETRATION OF PILE INTO PILE CAP 71 FACE OF CMU BEYOND CMU PIER BEYOND +(PER PLAN) MATCH GRADE BEAM REBAR (TYP) 2' -0" vol .1� 2' -6 Ell PILE CAP SECTION D -1.0 SCALE: 3 /4"=1'-0" SIDEWALK PER ARCH. -\ 4 PER ARCH. 1 III • "v- v I SECTION H -1.0 SCALE: 3/4" =1' -O" Qa 4 ' -3" • • • -4 v 1' -3" SCALE: 1 /2 " =1' -0" 7 4 4 PILE PER PLAN - i 1 - 1 1 1 11 4 '• CONC. SLAB PER PLAN 0'. 4 GRADE BEAM STEP AT EAST WALL AUGERCAST PILE PER PLAN BALANCE PER SECTION C -1.0 6" CIP STEM WALL w / #4 16 "o.c. EACH WAY CONCRETE SLAB PER PLAN 4 0 5' -0• #4 Nr- 12 "o.c. GRADE BEAM PER PLAN STEM WALL PER PLAN (P PLAN) GRADE BM. PER PLAN MECHANICAL, FIRE PROTECTION AND FT.r SYSTEMS: IT SHALL BE THE GENERAL CONTRACTOR AND /OR SUB - CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY ENGINEERING AND CONSTRUCTION DOCUMENTS FOR THEIR SCOPE OF WORK. THIS SHALL INCLUDE THE DESIGN OF THEIR SYSTEM AND ANY REVIEW AND MODIFICATIONS OF THE BASIC STRUCTURAL SYSTEM SHOWN ON THESE CONSTRUCTION DOCUMENTS AS WELL AS ANY ADDITIONAL STRUCTURAL SUPPORT REQUIRED BY THEIR SYSTEM. STEEL JOIST SUPPLIERS NOTE CONTINUED: IF A DIFFERENT SYSTEM IS PROPOSED THAT REQUIRES REVISIONS TO PRESENT STRUCTURAL FRAMING OR DETAILS, SUCH SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF THE OWNER, ARCHITECT AND ENGINEER IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND JOIST MANUFACTURER TO VERIFY THE WEIGHT AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWINGS. IT SHALL BE NOTED IN THE JOIST MANUFACTURER'S BID WHETHER OR NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS. TRUSSES: TRUSSES ARE TO BE LIGHT GAUGE STEEL TRUSSES, FABRICATED IN ACCORDANCE WITH IBC SECTION 2210. TRUSSES ARE TO BE MANUFACTURED IN A FACILITY APPROVED BY THE BUILDING OFFICIAL AND MEETING THE REQUIREMENTS OF IBC SECTION 1704. TRUSS FABRICATOR TO PROVIDE ALL REQUIRED BRIDGING AND BLOCKING, BOTH PERMANENT AND ERECTION. DESIGN CRITERIA SHALL MEET OR EXCEED THE FOLLOWING: ROOF TRUSSES LOADING - TOP CHORD 25 PSF L.L. PLUS 10 PSF D.L. - BOTTOM CHORD 5 PSF D.L. ROOF TRUSSES DEFLECTION - LIVE LOAD L/360 -- TOTAL LOAD L/240 TRUSS SUPPLIERS NOTE: THE TRUSS CONFIGURATIONS, INCLUDING DEPTHS AND MEMBER SIZES, SHOWN ON THE DRAWINGS INDICATE THE DESIRED TRUSS CONFIGURATION AND ARE TO BE COMPLIED WITH WHEREVER POSSIBLE. IF A TRUSS MANUFACTURER IS UNABLE TO MEET THE LOAD REQUIREMENTS SPECIFIED WITH THE TRUSS CONFIGURATION INDICATED, HE IS TO SUBMIT WRITTEN NOTICE TO THAT AFFECT TO THE ARCHITECT PRIOR TO SUBMITTING A COST PROPOSAL OR BID. IF A DIFFERENT SYSTEM IS PROPOSED THAT REQUIRES REVISIONS TO PRESENT STRUCTURAL FRAMING OR DETAILS, SUCH SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF THE OWNER, ARCHITECT AND ENGINEER. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND TRUSS MANUFACTURER TO VERIFY THE WEIGHT AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PRIOR TO SUBMITTING SHOP DRAWINGS. IT SHALL BE NOTED IN THE TRUSS MANUFACTURER'S BID WHETHER OR NOT AN ALLOWANCE HAS BEEN MADE FOR MECHANICAL UNITS. TRUSS SHOP DRAWINGS WILL NOT BE REVIEWED WITHOUT CALCULATIONS STAMPED BY A LICENSED STRUCTURAL ENGINEER. MASONRY: HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO IBC SECTION 2103.1 AND ASTM STANDARD C90, GRADE N. DESIGN fm = 2000 psi AT SOLID GROUT WALLS. MORTAR SHALL BE TYPE S, fm =1800 psi AT 28 DAYS. MORTAR PARTS BY VOLUME EQUAL 1 PART PORTLAND CEMENT, 1/4 - 1/2 PARTS LIME PUTTY AND DAMP LOOSE AGGREGATE NOT LESS THAN 2 -1/4 NOR MORE THAN 3 TIMES THE SUM OF THE VOLUME OF THE CEMENT AND LIME. PLASTIC TYPE CEMENT IS NOT TO BE USED. GROUT STRENGTH 2000 psi AT 28 DAYS. GROUT PARTS BY VOLUME EQUAL 1 PART PORTLAND CEMENT, MAXIMUM ONE -TENTH PARTS LIME PUTTY, 2 1/4 - 3 PARTS SAND, AND MAXIMUM 2 PARTS PEA GRAVEL. GROUT ALL CAVITIES CONTAINING REINFORCEMENT IN LIFTS NOT TO EXCEED 4' -0" UNLESS CLEANOUTS ARE PROVIDED PER IBC REQUIREMENTS. SEE SHEET S -6.0 FOR REINFORCEMENT LAP REQUIREMENT. SEE BELOW FOR INSPECTIONS. INSPECTIONS: A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING DEPARTMENT SHALL ALSO BE PERFORMED JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. SOILS ENGINEER TO TAKE COMPACTION TESTS WITHIN BUILDING AREA IN ALL FILL AREAS. COMPACTION TO BE AS REQUIRED BY SOILS REPORT. FOUNDATION - SOILS ENGINEER TO INSPECT FOUNDATION EXCAVATIONS PRIOR TO POURING FOOTINGS. AN INDEPENDENT TESTING LAB APPROVED BY THE ARCHITECT SHALL INSPECT CONCRETE, REBAR, MASONRY AND HIGH SHEAR DIAPHRAGMS AS FOLLOWS. MASONRY -- PROVIDE SPECIAL INSPECTION PER TABLE 1704.5.1. CONTINUOUS SPECIAL INSPECTION IS REQUIRED DURING THE PREPARATION OF MASONRY WALL PRISMS AND DURING ALL GROUTING OPERATIONS IN ACCORDANCE WITH SECTION 1704.5 OF THE IBC. FIVE (5) MASONRY PRISMS SHALL BE BUILT 28 DAYS PRIOR TO THE START OF CONSTRUCTION AND TESTED PRIOR TO THE START OF CONSTRUCTION. ADDITIONALLY, THREE (3) MASONRY PRISMS SHALL BE BUILT FOR EACH 5000 SQUARE FEET OF WALL AREA, BUT NOT LESS THAN THREE (3) PRISMS FOR THE PROJECT. PRISMS TO BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH ASTM C1314. TEST PRISMS AT 7 AND 28 DAYS. HOLD THIRD PRISM FOR FURTHER TESTING, IF REQUIRED. CONCRETE - INSPECT REBAR PLACEMENT PRIOR TO POURING. TAKE 3 CYLINDERS FOR EACH CONCRETE POUR, BUT NOT LESS THAN ONCE FOR EACH 150 CUBIC YARDS OF CONCRE'T'E, NOR LESS THAN ONCE FOR EACH 5000 SQUARE FEET OF SURFACE AREA FOR SLABS OR WALLS. TEST ONE CYLINDER AT 7 DAYS. TEST REMAINING CYLINDERS AT 28 DAYS. SLUMP, Alit CONTENT AND CYLINDERS PER IBC SECTION 1905.6. SPECIAL INSPECTION SHALL ALSO BE PROVIDED FOR ALL FIELD WELDING, HIGH STRENGTH BOLTING, AND EXPANSION BOLT AND EPDXY BOLT INSTALLATION AS REQUIRED BY IBC SECTION 1704. SPRINKLER SUPPORT NOTES: 1A. ALL SPRINKLER PIPE LARGER THAN 3" NOMINAL DIAMETER IS TO BE CONSIDERED A "MAIN" FOR THE PURPOSE OF THESE NOTES. B. THE BIDS FOR BOTH THE SPRINKLER AND JOISTS ARE TO INCLUDE ALL HANGERS, BRACES, ETC -, AND ACCOUNT FOR THE LOADS INDICATED. 2A. ALL MAINS RUNNING PERPENDICULAR TO THE JOISTS ARE TO BE VERTICALLY SUPPORTED NO FARTHER APART THAN AT EVERY OTHER JOIST. B. EACH JOIST THAT IS CROSSED BY A MAIN IS TO BE DESIGNED FOR THE VERTICAL SUPPORT LOAD BASED ON SUPPORTS AT EVERY OTHER JOIST. 3. ALL MAINS RUNNING PARALLEL TO THE JOISTS MUST BE: A. PLACED MID-WAY BETWEEN TWO JOISTS AND BE TRAPEZED SO EACH JOIST SUPPORTS HALF THE LOAD. B. SUPPORTED AT 10` -0" ON CENTER MAXIMUM. 4. USE THE FOLLOWING WEIGHTS FOR SPRINKLER VERTICAL SUPPORT DESIGN: PIPE SU2'F. WT PER FOOT HANGER VERTICAL LOAD EXAMPLE: 8" 51# GIVEN: 8" DIAMETER MAIN- - SUPPORTS AT 5' ON CENTER 6" 32# FIND: HANGER DESIGN LOAD 5" 24# SOLN: 51 #/FT X 10' = 510# 4" 17# ADDN'L PER NFPA #13 = 250# 3 -1/2" 14# TOTAL SUPPORT DESIGN LOAD = 760 # /HGR ALL HANGERS TO BE DESIGNED, SUPPLIED AND INSTALLED BY THE SPRINKLER SUPPLIER. 5. SPRINKLER LATERAL SWAY BRACING (AT 90 DEGREES TO MAIN) TO BE: A. SPACED A MAXIMUM OF TWICE THE VERTICAL SUPPORT SPACING. B. BRACED FROM THE MAIN TO A ROOF STRUCTURAL MEMBER WITH CONNECTIONS DESIGNED AND INSTALLED BY THE SPRINKLER SUPPLIER C. DESIGNED FOR A LATERAL LOAD OF THE WEIGHT PER FOOT OF HALF THE WATER FILLED PIPE WEIGHT TIMES THE SWAY BRACE SPACING. 6. THE SPRINKLER DESIGNER IS TO PROVIDE THE CONTRACTOR, ARCHITECT AND JOIST MANUFACTURER WITH DETAILS OF HANGER AND SWAY BRACE ATTACHMENTS WITH DESIGN LOADS, SO THESE LOADS CAN BE DESIGNED INTO THE JOISTS, ETC. 7. THE ROOF JOIST DESIGNER TO PROVIDE AND INSTALL ADDITIONAL BRACES TO TAKE THE SWAY BRACE LOAD FROM THE SWAY BRACE INTO THE ROOF DIAPHRAGM. SHOP DRAWINGS: SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS CONSISTING OF REPRODUCTIONS OR COPIES OF ANY PORTIONS OF THE STRUCTURAL DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY THE STRUCTURAL ENGINEER AS SUCH. 1) REINFORCING STEEL a)structural concrete elements i.e. beams, walls, col, figs, etc. b)masonry 2) STRUCTURAL STEEL ITEMS 3) STEEL JOISTS & GIRDERS THE ENGINEER OF RECORD WILL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. VERIFICATION OF DIMENSIONS AND QUANTI'T'IES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE NOT GUARANTEED BY THE ENGINEER OF RECORD. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY THE MANUFACTURER SHALL BEAR THE STAMP OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER AND BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR A CURSORY REVIEW FOR COMPLIANCE WITH THE INTENT OF THE STRUCTURAL DRAWINGS AND FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SUBMISSIONS SHALL INCLUDE A REPRODUCIBLE AND TWO COPIES; REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. SPECIAL CONDITIONS: DURING CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND WALL FINISHES, ETC. (GENERAL NOTES CONTINUED AT LEFT) GENERAL NOTES CODE: INTERNATIONAL BUILDING CODE, 2003 EDITION LIVE LOADS: ROOF ..25 PSF SNOW LOAD pg'"20 PSF, Ce= 1.0,IS= 1.0,Ct =1.0 WIND ..85 MPH ZONE, EXPOSURE "B ", IW = 1.0 SLAB LIVE LOAD ...100 PSF SEISMIC DESIGN INFORMATION: SS- 141.23% SDS =0.94 S1= 48.31% SD1 =0.49 CS = 0.188 R =5.0 -SRMSW S2o =2.5 EE, =1.0 SITE SOIL CLASS = D SEISMIC DESIGN CATEGORY = D SEISMIC USE GROUP = I EQUIVALENT LATERAL LOAD PROCEDURE V (NORTH - SOUTH) = 85.8 kips V (EAST -WEST) = 146 kips FOUNDATIONS: FOUNDATION DESIGN PER REPORT #4A107 DATED JUNE 9, 2004, AND ADDENDUM DATED FEBUARY 28 2005, BY LIU & ASSOCIATES, INC. ALL FOUNDATION WORK PER TIES REPORT. CONCRETE SLAB AND GRADE BEAMS TO BE SUPPORTED ON AUGERCAST PTE.FS. CONTRACTOR TO VERIFY WITH SOILS ENGINEER THAT SUBGRADE HAS SUFFICIENT STRENGTH TO SUPPORT WEIGHT OF WET CONCRETE UNTIL THE CONCRETE HAS REACHED DESIGN STRENGTH. PILES: PILES ARE TO BE 16 INCH DIAMETER AUGERCAST CONCRETE. PILE DESIGN CAPACITY EQUALS 70 KIPS. THE SOILS ENGINEER IS TO INSPECT PILE PLACEMENT TO VERIFY PILE PENETRATION INTO COMPETENT SOILS SUFFICIENT TO SUPPORT THE DESIGN LOAD. GROUT MIX DESIGN SHALL BE SUBMITTED TO THE ARCHITECT AND SHUTLER CONSULTING ENGINEERS FOR. APPROVAL PRIOR TO POURING. PILE GROUT TO HAVE A 28 DAY STRENGTH OF fc = 4000 PSI. MINIMUM 9 -1/2 SACKS PER CUBIC YARD. CONCRETE: ALL CONCRETE SHALL BE STONE - AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 145 POUNDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: fc = 3000 psi FOR ALL CONCRETE CONCRETE IN ALL EXTERIOR SLABS TO BE AIR ENTRAINED 6% PLUS OR MINUS 1 %. CONCRETE SUBMITTALS SHALL CONFORM TO SECTION 1905 OF THE IBC. MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE IBC AND ACT CODE 318 -02. PROPORTION OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX, WITH A MAXIMUM SLUMP OF 4 INCHES, WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER 3/4" CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. GROUT FOR COLUMN BASES SHALL BE "EMBECO" MASTER FLOW #713 BY MASTER BUILDERS, INC. OR APPROVED EQUAL. EPDXY: EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRETE AND MASONRY TO BE HTT HYI50 INJECTION ADHESIVE AS MANUFACTURED BY HILTI. ANCHOR BOLTS AND REBAR TO BE INSTALLED IN DRILLED HOLES PREPARED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND ICC REPORT #5193. REINFORCING STEEL: ALL REINFORCEMENT SHALL CONFORM TO ASTM A615 -00. (SEE BELOW FOR WELDED REBAR) ALL REINFORCING SHALL BE GRADE 60 (Fy = 60,000 psi; Fs = 24,000 psi). LAP CONTINUOUS REINFORCING BARS IN CONCRETE AS INDICATED BELOW, SEE, MASONRY SECTION OF STRUCTURAL NOTES FOR LAP LENGTH IN MASONRY, 1' -7" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -7" BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES. WELDED WIRE FABRIC TO CONFORM TO ASTM A -82 AND A -185. WELDED HEAD STUDS SHALL CONFORM TO ASTM A -108 (Fy= 55,000 psi). MINIMUM LAP SPLICE LENGTHS BAR SIZE fc-3000 #4 #5 #6 #7 #8 #9 29" 36" 43" 63" 72" 80" THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT (UNLESS INDICATED OTHERWISE ON DRAWINGS): A) CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH. 3" EARTH FACE B) CONCRETE EXPOSED TO EARTH OR WEATHER (CAST IN FORMS) #6 THROUGH #18 BARS 2" #S BARS & SMALLER 1 -1/2" C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS & JOIST - #11 BAR & SMALLER 3/4" BEAMS & COLUMNS 1 -1/2" WELDED REBAR: WELDED REBAR TO BE GRADE 60 CONFORMING TO ASTM A706. (PREHEAT ALL GRADE 60 REBAR PRIOR TO WELDING.) USE FRESH E90XX LOW HYDOGEN ELECTRODES TO WELD GRADE 60 REINFORCING; CONFORM TO PROCEDURES OF AWS D1.4 -98, RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL. REINFORCING TO BE WELDED SHALL NOT HAVE CARBON CONTENT IN EXCESS OF .35%. ALL WELDS TO BE BY WABO CERTIFIED WELDERS. STRUCTURAL STEEL: TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B (Fy = 46,000 psi). STRUCTURAL STEEL FOR WIDE FLANGE BEAMS SECTIONS SHALL CONFORM TO ASTM A -992, GRADE 50 (Fy = 50,000 psi). ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A -36 (Fy 36,000 psi) OR ASTM A -992 GRADE 50 (Fy = 50,000 psi). APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS. WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE WITH AWS D1.1 -2004 AND BY WABO CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN ELECTRODES. HIGH STRENGTH BOLTS FOR STEEL TO STEEL CONNECTIONS SHALL BE ASTM A325N BEARING TYPE BOLTS, TIGHTENED SNUG TIGHT; EXPANSION BOLTS INTO CONCRETE SHALL BE HILTI "KWIK BOLTS -II" (MANUFACTURED AND INSTALLED PER ICC REPORT #4627 DATED FEB 2001) OR APPROVED EQUAL. ANCHOR RODS INTO CONCRETE AND /OR MASONRY SHALL BE GRADE 36 MANUFACTURED AND INSTALLED PER ASTM F1554. MINIMUM EMBEDMENT FOR ANCHOR BOLTS IN CONCRETE SHALL BE PER IBC TABLE 1912.2, UNLESS INDICATED OTHERWISE. ALL ANCHOR BOLTS FOR SILL PLATES SHALL BE PROVIDED WITH 2" X 2" X 3/16" THICK (MIN) PLATE WASHERS. LIGHT GAGE STEEL FRAMING: LIGHT GAGE FRAMING TO HAVE MINIMUM SECTION PROPERTIES AS SHOWN ON SHEET S -3.0. ALL GALVANIZED 97, 68 AND 54 MIL. STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CONFORMS TO ASTM A653, GRADE D WITH A MINIMUM YIELD OF 50,000 PSI. ALL GALVANIZED 42 AND 33 MIL. STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A653, GRADE A WITH A MINIMUM YIELD OF 33,000 PSI. ALL GALVANIZE] STUDS, TRACK, BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G -60 GALVANIZED COATING MEETING THE REQUIREMENTS OF ASTM 525. STEEL ROOF DECKING: ROOF DECKING SHALL BE 22 GAGE, HSB -36 -SS DECK AS MANUFACTURED BY VERCO OR EQUIVALENT AS APPROVED BY THE ARCHITECT AND ENGINEER OF RECORD. DECKING TO HAVE THE FOLLOWING MINIMUM SECTION PROPERTIES: I 22 GA. .175 IN4 .187 IN3 .198 IN3 MINIMUM Sn SHEAR CAPACITY 428 it/FOOT THE DECK AND ACCESSORIES SHALL BE FORMED FROM SHEETS CONFORMING TO ASTM A1008, GRADE C, OR ASTM A653, GRADE A SPECIFICATIONS. THE DECK SHALL BE PLACED ON THE SUPPORTING FRAMEWORK WITH MINIMUM END LAP OF 2" CENTERED OVER THE SUPPORTS. THE DECK. SHALL BE ATTACHED TO ALL SUPPORTS AS INDICATED IN ROOF DECK ATTACHMENT PLAN ON SHEET S -2.2. STEEL JOISTS AND JOIST GIRDERS: STEEL JOISTS ARE TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS, 911-1 EDITION AND STANDARD SPECIFICATIONS FOR STEEL JOISTS AS ADOPTED BY THE STEEL JOIST INSTITUTE. JOIST MANUFACTURER TO PROVIDE ALL BRIDGING AND BLOCKING, BOTH PERMANENT AND ERECTION. SHOP DRAWINGS AND DESIGN CALCULATIONS, STAMPED BY A LICENSED WASHINGTON STRUCTURAL ENGINEER, ARE TO BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS WILL NOT BE REVIEWED UNLESS THEY BEAR THE STAMP OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER AND CALCULATIONS STAMPED BY THE SAME ENGINEER ARE SUBMITTED ALONG WITH THE SHOP DRAWINGS. DESIGN CRITERIA SHALL MEET OR EXCEED THE FOLLOWING: ROOF JOIST. LOADING -- TOP CHORD 25 PSF L.L. PLUS 10 PSF D.L. BOTTOM CHORD 5 PSF D.L. ROOF JOIST DEFLECTION -- LIVE LOAD L/360 -- TOTAL LOAD L/240 STEEL JOIST SUPPLIERS NOTE: THE JOIST CONFIGURATIONS, INCLUDING DEPTHS AND SPACING, SHOWN ON THE DRAWINGS INDICATE THE DESIRED JOIST CONFIGURATION AND ARE TO BE COMPLIED WITH WHEREVER POSSIBLE. IF A JOIST MANUFACTURER IS UNABLE TO MEET THE LOAD REQUIREMENTS SPECIFIED WITH THE JOIST CONFIGURATION INDICATED, HE IS TO SUBMIT WRITTEN NOTICE TO THAT AFFECT TO THE ARCHITECT PRIOR TO SUBMITTING A COST PROPOSAL OR BID. IF A DIFFERENT SYSTEM IS PROPOSED THAT REQUIRES REVISIONS TO PRESENT STRUCTURAL FRAMING OR DETAILS, SUCH SYSTEM SHALL BE CONSIDERED SUBJECT TO THE APPROVAL OF THE OWNER, ARCHITECT AND ENGINEER. (STEEL JOIST SUPPIERS NOTE CONTINUED ABOVE LEFT) cD cn W 0 z 1 cc z w z 0 1- W cn 0 1 N n z 0 a 0 0 t- 0 z 7 w t) 0 ( co N co rn z 0 7 w J nr w w N. co 0 0 10 L0 0 1n • EL CD t D 0 0) C� Z RECEIVE1 OCT S 0 ZOU7 sheet 5 -1.0 1 OF 8 I f r 1 I— a ria 1 011i 2 — #5 VERT. @ 8 "o.c. I j I ' c 3' -4" —ll t ►11 <PER PLAN> 18' --8" 4<PER PLANS 5' -0" IV IVII 1 1111 19' -2" 5' -0" 19' -2" I�,,I 7' -0" 5' -0" 12 "CMU PIER WEST CMU WALL ELEV. O' --11" EAST OF GRID Q (8" THICK) I 111- 1 I 1 qER ARCH. <PER PLAN> 0= +(PER PLAN) r NORTH CMU WALL ELEV. AT GRID QC (12" THICK) #5 VERT. @ 48 "o.c. 2 — #4 HORIZ. @ 48 "o.c. WEST CMU WALL ELEV. AT GRID ® (8" THICK U.N.O.) ekr #6 VERT. @ 16" o.c. 2 — #4 HORIZ. AT TOP OF WALL & @ 48 "o.c. 6 E. F.___ 8 Ts • L) 4 <PER PLAN> 4 <PER PLAN> 11 II' 5' -0" 12 "CMU PIER WEST CMU WALL ELEV. AT GRID Q (8" THICK U.N.0.) 41' -7" 5' -0" 12"CMU PIER STEEL STUD FRAMING STEEL STUD FRAMING PER ARCH. 32' -0" r STEEL FRAMING STUD 22' -6" 1 i�� l i I r 5' —O" 5' -0" 1 5' -0" 12 "CMU PIER 4' -0" 12 "CM PIER LIGHT GA. STEEL TRUSSES PER MFR. NORTHEAST CMU WALL ELEVATION (12" THICK) 21 1 2 4, [PER PLAN: SOUTH CMU WALL ELEV. AT GRID (8" THICK) <PER PLAN> 4<PER PLANS 16' -0" 0' -0" (PER PLAN) #6 VERT. @ 16 "o.c.) 2 — #4 HORIZ. AT TOP OF WALL & @ 48 "o.c. ii -- STEEL STUD @ 24 "o.c. 7— ' E.F. 7 : 5 E.F. (14 TO 14 TOTAL) 11 —12" CMU LINTEL BEAM <PER PLAN> (PE 5' -0" t 4' -0" 12 "CML PIER 3' -4" M.O. L 1I - 111 b I 1 - 12'_8" 17-6" STEEL STUD `�- FRAMING -�- 21' -6" 5' -0" 21'-6" 12 "CMU PIER EAST CMU WALL ELEV. AT GRID 07 (8" THICK U.N.0.) STEEL STUD @ 24 "o.c. 2 — #5 HORIZ. M.O. 5' -0" WEST CMU WALL ELEV. AT GRID ©2 (8" THICK) 5'--0" 12 "CMU PIER 2 — #5 VERT. @ 8 "o.c. J L 16' -8" 7 — #5 (14 •TAL) 5' -0" 12 "CMU PIER <PER PLAN>l <PER PLAN> [PER PLAN] 7 — #5 E.F. (14 TOTAL) #5 VERT. @ 24 "o.cm 2 — #4 HORIZ. @ 48"o.c. 2 — #4 HORIZ. OVER OPNG (TYP.) 3' —4' M.O. #6 VERT. @ 4 — #6 E.F. TOTAL) 22' -8" SOUTH CMU WALL ELEV. AT GRID ® (8" THICK U.N.D.) CMU SHEAR WALL ELEVATION AT GRID® (12" THICK) T 20' -6" - 11_ 1 17 r 1 1 IF F 1 1 16' -0" `--DOWEL TO MATCH VERT. REINF. STEEL STUD FRAMING 1 7' - 4" f 1 1 5' -0" 12 "CMU PIER 5' -0" 12 "CMU PIER #5 VERT. @ 24 "o.c. #6 HORIZ. @ 16 "o.c. J -5.0 DRAG STRUT PER PLAN p 5-- #7 ■ DOWEL TO MATCH VERT. REINF. Q 2 — #4 HORIZ. AT TOP OF WALL & @ 48"o.c.� 5 E.F. 14 TOTAL 22' -8" CAULK (TYP.) BOTH SIDES - -5 E.F. 12 TAL) - 11_ 1 1.711 I 32' -0" PVC WATERSTOP 2 — #4 CORNER BARS TO MATCH HORIZ. REINF. 2' -0" N SOUTHWEST CMU WALL ELEV. (8" THICK) STEEL STUD @ 24 "o.c. ( 4' -0 12 "CML PIER PER ARCH.. 7 — #5 E.F. (14 TOTAL) 18' -0" 4 <PER PLAN> PER ARCH. 12" CMU LINTEL BEAM 0' -0" (PER PLAN) r - 111 .11171 - 1- I 5' -0" 12 "CMU PIER CONTINUE BOND BM @ ROOF THRU JT. STOP ALL OTHER BOND BMS EA. SIDE OF JT. MASONRY EXPANSION JOINT TYPICAL MASONRY CORNER DETAIL 4' -0" 12 "CMU PIER LIGHT GA. STEEL TRUSSES PER MFR. PER ARCH. EXPANSION JOINT PER FOUNDATION PLAN CPE PLANT PER ' GROUT END CELL SOLID EA. SIDE OF JOINT w / #5 VERT. #5 VERT. BAR IN FULLY GROUTED CORNER CELL HORIZ. REINF. PER WALL ELEVATIONS + r4 #5 VERT. @ 24 "o.c. 2 — #4 HORIZ. AT SLAB, TOP OF WALL Sc 48"o.c: WEST CMU WALL ELEV. AT GRID 5a (8" THICK) # VERT. @ 16 "o.c. t 2 — #4 HORIZ. @ 48 "o.c. L 12" CMU LINTEL BEAM #5 VERT. GROUT CELL "—DOWEL TO MATCH VERT. REINF. STEEL STUD FRAMING 12 "CMU PIER EAST CMU WALL ELEV. AT GRID (8" THICK U.N.0.) 187—O" POA1 w TYPICAL CMU WALL CONS RUCTION NOTES: 1) LAP VERTICAL BARS 48 BAR DIAMETERS MINIMUM. 2) LAP HORIZONTAL BARS 48 BAR DIAMETERS (U.N.0.). 3) LAY UNITS IN RUNNING BOND. OVERLAP UNITS ONE —HALF BLOCK LENGTH. 4) GROUT ALL CELLS SOLID. 5) WHEREVER GROUT IS POURED IN A WALL WHICH HAS BEEN BUILT TO A HEIGHT OF 5'—O" OR MORE ABOVE THE BOTTOM OF THE POUR, CLEAN —OUTS ARE REQUIRED. THESE CLEAN— OUTS SHALL BE LOCATED AT EACH REINFORCED CELL & AT 32 "o.c. MAXIMUM. 6) GROUT IS TO BE CONSOLIDATED IN LIFTS NOT EXCEEDING 6' -0" IN HEIGHT. 7) SEE GENERAL NOTES FOR MORE MATERIAL AND INSPECTION INFORMATION. EM rAPrri7:1rss�rf ��i� 41 :111-. =ri.�i TYPICAL MASONRY END_ WALL D ETAI L NORTH CMU WALL ELEV. AT GRID (8" THICK) 7 — #5 E (14 •TAL) 8" BOND BEAM w/2 — #4 CONT. @ 48 "o.c. 22' -8" #5 VERT. IN FULLY GROUTED CELL. (SEE WALL ELEVATIONS FOR SPACING.) 7 — #5 E.F. 4 TOTAL) I I 1 -111 1 1 l - r I — I WEST CMU WALL ELEV. AT GRID ® (8" THICK) J. I I t l- i II I C 22' -8" 5' -0" 5'--0" 12 "CMU PIER 2 — #4 HORIZ. @ SLAB TOP OF WALL & @ 48 "o.c. `srJ,4∎ -∎ a r,�,,�/rr�r.ariOlP it `iori f STUCCO FINISH PER ARCH. GLAZING PER ARCH. #6 HORIZ. @ 16 "o.c. BOWEL TO MATCH VERT. REINF. NORTH CMU SHEAR WALL ELEV. AT GRID (12" THICK) #3 TIES @ 8"o.c. 7 — #5 E.F. (14 TOTAL) 12 "x2' -8" LINTEL w/8 — #6 Sc #3 STIRRUPS @ 16 "o.c. #6 HORIZ. @ 16 "o.c. 4 — #7 EACH END OF WALL RECEWV E OCT :5 U 2007 PERMIT CENT I N z 0 w 0 0 0 F 0 z W tx u� 0 1 co N 0 z W Q: J Id z 0 co J 1- 1— co cn W 1— E ce w a U) 0 0 u7 1— W z 0 a a re) 0 1 m t 0 0 0 (0 L 0 c u) 0 I u� m r + 0 0 z W F.4 E CID Z C� D JQ Dz m �0 W N 0 Q Q W SJ (X 0 No r- h- O 1 5 0 N � M m E 5 o ° � o a N mm 0 A N th al a d 1 v 0 b to 4 g 0 O m w a Z dm m q N m �. a 0 d - �...... 7 - -- - - -