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Permit D09-238 - JOHNSON BRAUND DESIGN GROUP - CANOPY
JOHNSON BRAUND 15200 52 AV S, STE 200 D09 -238 Parcel No.: 9844400005 Address: 15200 52 AV S TUKW Suite No: City* Tukwila Tenant: Name: JOHNSON BRAUND DESIGN GROUP, INC Address: 15200 52 AV S, STE 200 , TUKWILA WA Owner: Name: 52ND AVENUE OFFICE LLC Address: 15200 52ND AVE S #100 , TUKWILA WA 98188 Phone: Contact Person: Name: GREG HARTMAN Address: 15200 52 AV S, STE 200 , SEATTLE WA 98188 Phone: 206 766 -8300 Contractor: Name: OWNER AFFIDAVIT - GREG HARTMAN Address: Phone: Contractor License No: Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.u.s $30,000.00 DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D09 -238 Issue Date: 01/11/2010 Permit Expires On: 07/10/2010 Expiration Date: DESCRIPTION OF WORK: ADDITION OF AN EXTERIOR CANOPY TO THE EXISTING JBDG OFFICE BUILDING. THE CANOPY INCLUDES PV PANELS, GLASS SHADING PANELS, AND LANDSCAPE GREEN SCREENS. Fees Collected: $1,040.37 International Building Code Edition: 2006 Occupancy per IBC: 0008 D09 -238 Printed: 01 -11 -2010 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City ofkrukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /wwwci.tukwila.wa.us • Permit Number: D09 - 238 Issue Date: 01/11/2010 Permit Expires On: 07/10/2010 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: Private: Public: Storm Drainage: Street Use: Profit: N Non- Profit: N Water Main Extension: Private: Public: Water Meter: N The granting of t construction or Signature: Print Name: doc: IBC -10/06 Permit Center Authorized Signature: Lj3L. , x . ' Date: ` 1 I -. 1 V I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. ermit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating erformaPce oiy ork. I am authorized to sign and obtain this development permit. Date: /, 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. D09 -238 Printed: 01 -11 -2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • 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 PERMIT CONDITIONS Parcel No.: 9844400005 Permit Number: D09 -238 Address: 15200 52 AV S TUHW Status: ISSUED Suite No: Applied Date: 11/09/2009 Tenant: JOHNSON BRAUND DESIGN GROUP, INC Issue Date: 01/11/2010 2: No changes shall be made to the approved plans unless approved by the design professional m responsible charge and the Building Official. 3: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 4: 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. 5: Manufacturers installation instructions shall be available on the job site at the time of inspection. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: 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. doc: Cond -10/06 * *continued on next page ** D09 -238 Printed: 01 -11 -2010 • 1 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 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 construction or the performance of work. Signature: Print Name: 4/zt, fleizrxita doc: Cond -10/06 D09 -238 Date: ///. l V ordinances governing or local laws regulating Printed: 01 -11 -2010 -4 SITE LOCATION King Co Assessor's Tax No.: / 8y'yavac. r veiti ycw,'r5" Site Address: /5Z00 ' ZND ■AV S 'En/ U Gt/I1 %/S uite Number: 2 Floor: Tenant Name: .JOHNSOAJ S 1uMd Pi /bN ‘gOVP /AJ1. New Tenant: ❑ Yes gr..No Property Owners Name: c)O/•1N50u giz/W#J,t7 - 06 &wa ve, /ill G . Mailing Address: /*ZOO '5Zw47 AVE 5, SvtrE ZOO SE}j1tE City CONTACT PERSON - who do we contact when your permit is ready to be issued Name: ggF4 H *'tm/IAJ Mailing Address: /*ZOO S ZNt7 AVE S SUI/E Z10 E -Mail Address: GENERAL CONTRACTOR INFORMATION (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: JOH NSON 13 1 2 IV N . 1=ESICoM 20U f , I IJ• . Mailing Address: (Z00 52.W AVE S t SUITE Zoo SEF 11L£ (NA gc'Slea City State Zip Day Telephone: Xo • 7t'o ' • 8 ' O Fax Number: 20G • 766. 9080 Contact Person: � � - g'rrYJ/4 E -Mail Address: Glre.c3he3VtiQ • awl ENGINEER OF REC ORD -All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: 6700 COIJ&RFSS AVE t S\111 IZIO f c U$11 IJ City Contact Person: S , tVE pAV ( �I/l1 Day Telephone: E -Mail Address: S IC1Q I (3Q W (' ck " en G ` t triee fs , CQ Fax Number: H:\Applications \Forms Applications On Line\2009 Applications\1-2009 - Permit Application.Aoc Revised: 1 -2009 bh CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 lutp://wwweLtukwila.wa.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 ** DCA EW611JE6res Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use on)) w/R State Day Telephone: sr- 764 6 501tt 1duR X8/88 City State Zip Fax Number: ZOD . 8080 State 7 5 70 1 State Zip 46 /FAS Zip Zip 51Z. 47z.g79 7 SIZ . N7z . 5loft Page 1 of 6 • • - Zitislinu ,InteriorRemodel Addition to R xisting Stiitctui'e'e New ' Type of • :Construction ,per .. _IBC - . • Type of • Qccuitomcy Per 1 • IBC 1' floor' 2 ". Floor 3' fist9r . . IRoofs thru Basement • Accessory Structure' Attached Garage DetachedCarage Attached Carport Detached Carport Covered Deck Uncovered Peck Will there be new rack storage? ❑ Yes BUILDING PERMIT ,INFORMATION ;= 206 -431 -3670 Valuation of Project (contractor's bid price): $ 30 000 Existing Building Valuation: $ Scope of Work (please provide detailed information): AVM tick. OF Pst.l act1621.0 1(Z 6P1t .UP Y ltD 7h ExiSilNC/ 313Pq O1 F c /3V Lot N61 Gf3 1NGLUIDES PV F t; 6�IAss seiftOIY3(-, - PftA S AN IQ LAN PSC/ (2fill..1 SCAB A . No If yes, a separate permit and plan submittal will be required. .Provide AII,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. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ 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 11 "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. H :lApplicationslFomn- Applications On Line \2009 Applications \1.2009- Permit Application.doc Revised' 1 -2009 bh Page 2 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) - Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: H:WpplicationsWorms- Applications On- Line\2009 Applications \1 -2009 Permit Application.doc Revised: 1 -2009 bh Page 5 of 6 Print Name: PERMIT APPLICATION NOTES r 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. 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 0 I I R AUTH I E 1 AGENT: Signature: �',i �_•_ /..� HtIRTMRILi Mailing Address: 1 r7Z441P AJt S 1 51.1111= 200 I Date Application Accepted: itto) H'. 1Apphcation \Forms- Applications On Line12009 Applications 11 -2009 - Permit Application. doc Revised: 1.2009 bh Date: ]t. e,C3 C 1 Day Telephone: 20CD • 8300 StIVITLE ekteel City State Zip Date Application Expires: DS Staff Initials: V ' Page 6 of 6 Parcel No.: 9844400005 Permit Number: D09 -238 Address: 15200 52 AV S TUKW Status: APPROVED Suite No: Applied Date: 11/09/2009 Applicant: JOHNSON BRAUND DESIGN GROUP, INC Issue Date: Receipt No.: R09 -01926 Initials: BLH User ID: ADMIN Payee: JOHNSONBRAUND DESIGN GROUP TRANSACTION LIST: Type Method Descriptio Amount doc: Receiot -06 Payment Check 22795 632.30 Authorization No. ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE • 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 RECEIPT Payment Amount: $632.30 Account Code Current Pmts 000.322.100 627.80 640.237.114 4.50 Total: $632.30 Payment Date: 12/02/2009 12:42 PM Balance: $0.00 Printed: 12 -02 -2009 Receipt No.: R09 -01767 Initials: User ID: Payee: JEM 1165 Payment Credit Crd VISA - Authorization No. 032025 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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 TRANSACTION LIST: Type Method Descriptio Amount RECEIPT Parcel No.: 9844400005 Permit Number: D09 -238 Address: 15200 52 AV S TUKW Status: PENDING Suite No: Applied Date: 11/09/2009 Applicant: JOHNSON BRAUND DESIGN GROUP, INC Issue Date: MELVIN R EASTER - JOHNSON BRAUND DESIGN 408.07 Account Code Current Pmts 000.345.830 408.07 Total: $408.07 Payment Amount: $408.07 Payment Date: 11/09/2009 11:01 AM Balance: $632.30 PAYMENT RECEIVED doc: Receiot -06 Printed: 11 -09 -2009 Braiect: Type of Inspection: Address: Date Called: Speciaai Instructions: ' Date Wanted: Requester: Phone No: --7 44 42' ©) PECTION RECORD Retain a copy with permit INSPE - ION NO. PERMIT NV.._ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIVd., #100, Tukwila. WA 98188 (206) 431 -3670 kU Permit Inspection Request Line (206) 431 -2451 ON11bENTS: V trwN: g1 (-4 Approved per applicable codes. .❑ Corrections required prior to approval. 3 IDate�r� — 4,7) ECTION FEE'REQUIR D. Prior to xt inspection. fee must be • 6300 Southcenter Blvd y Suite 100 to schedule reinspection. Project: \ASO /I . g!'a vAJ D.es1Co Al Type of Inspect*: Address: .., " 15 2_00 J 2 .-. Date Called: Special Instructions: Wref - ,'y r 6A G`1 1 , c ° �—� Date Wanted: ..a.� `( / -- --16) p.m. Requester: Phon No: / �] Z S - -S 02 _ l qp / J0 4:0 GP\ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R "' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval COMMENTS: S . ! A -,As 0 P J .1 e---P pcf Ey et./ Inspectoc_ Date: e_( _ LI $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: • silk ■n enerq Cascade Series PV Module and Installat Grown in Washington Silicon Energy's mission is to manufacture quality PV systems specifically for the US market that advance durability, longevity of performance and aesthetics. The Cascade Series PV Module and Installation System has some unique features that differentiate it from other PV systems presently on the market. IN Module Features: • • High efficiency polycrystalline silicon cells manufactured from silicon locally proce in Washington State • Strong and durable glass on glass construction • '• Double glass module construction allows Tight to pass between cells • Six bypass diodes per module provide im • rov .. - .. 111r. • I 'al shade • Hi • hest fire rating - Class A • 20 -year limited power warranty, 2 -year materials and workmanship Installation System Features: • Cascade design allows water, snow and ice to easily flow off • Increased air flow behind modules increases performance • Mounting system conceals and protects wires for a clean wireless look • Installs . on standard 4 -foot centers — specifically designed for the US market • Aesthetically pleasing modern appearance. Custom colors available (architectural bronze standard) CORRECTION LTR# pV PEfo7o1(o7cyG pfiNEL 1 rw REVIEWED FO E COMP APPROVED 1 1009 Tukwila BUILDING DIVIRinm DO9238 RECEIVED NOV 2 3 2009 PERMIT CENTEh Made in Washington Mechanical Specifications and Ratings Weight (module + mounts) 58 Ibs ( -65 Ibs / -4.1 Ibs/ftr) Cells 49 polycrystalline silicon cells wired in series (7 x 7) Diodes 6 bypass diodes per module Construction Front: 0.125 in. high transmissivity tempered glass Back: 0.125 in. tempered glass / Encapsulant: next generation Frame 0.09in aluminum alloy 5032 H32 - 1/4-20 stainless steel studs with flange nuts Mounting Foot 0.125 in. powder coated aluminum alloy 5032 H32 Slope of Module 1.85° (minimum mounting surface angle 5°) Temperature Range -40 to 194 °F ( -40 to 90°C) Design Load 125 psf Fire Rating Class A Connectors (Wire) Tyco SOLARLOK (14 AWG Solar Wire, length -32 in.) Standard test conditions (STC) at 1000w /m , AM 1.5 spectrum, 77 °F /25 °C cell temp. T 12 5/16 24 21 3/4 24 1118 1 1 46 1/8 Module Width Module Connectors Tyco SolarLok 14AWG Solar Wire Powder Coated Aluminum Mounting Foot (Protects Wire) 1/4 -20 Mounting Studs 4 per Module 1/4 -20 Module Ground Studs 2 per Module 1/4 in. Module Overlap Fastener Slots 3/8 x 1 1/4 51 5/8 silk ■n energytrn 10-32 Ground Stud 48 I 48 cc 1 7/8 in. Base of Mounting Foot *Not to Scale, Units in Inches specifications subject to change without notice. 3 3/4 H 8 47 1/2 45 3/4 E10. 2 1/2 FI H 3 3/4 6209 192nd Street NE Arlington, WA 98223 USA Tel: 360.618.6500 • Fax: 360.539.1851 www.silicon- energy.com (V4) SiE160 SiE165 SiE170 SiE175 . cr (Pmax) Watts 160 165 170 175 ..dximum Power Voltage (Vmp) 24.7 24.8 24.8 24.9 Maximum Power Current (Imp) 6.5 6.7 6.9 7.0 Open Circuit Voltage (Voc) 29.9 30 30 30.1 Short Circuit Current (Isc) 7.6 7.7 7.8 7.8 Maximum System Voltage 600 600 600 600 Series Fuse Rating Amps 15 15 15 15 Temperature Coefficient of Pmax ( ° /%PC) -0.566 -0.566 -0.566 -0.566 Temperature Coefficient ofVoc ( %PC) -0.389 -0.389 -0.389 -0.389 Temperature Coefficient of Isc ( %PC) 0.109 0.109 0.109 0.109 Standard test conditions (STC) at 1000w /m , AM 1.5 spectrum, 77 °F /25 °C cell temp. T 12 5/16 24 21 3/4 24 1118 1 1 46 1/8 Module Width Module Connectors Tyco SolarLok 14AWG Solar Wire Powder Coated Aluminum Mounting Foot (Protects Wire) 1/4 -20 Mounting Studs 4 per Module 1/4 -20 Module Ground Studs 2 per Module 1/4 in. Module Overlap Fastener Slots 3/8 x 1 1/4 51 5/8 silk ■n energytrn 10-32 Ground Stud 48 I 48 cc 1 7/8 in. Base of Mounting Foot *Not to Scale, Units in Inches specifications subject to change without notice. 3 3/4 H 8 47 1/2 45 3/4 E10. 2 1/2 FI H 3 3/4 6209 192nd Street NE Arlington, WA 98223 USA Tel: 360.618.6500 • Fax: 360.539.1851 www.silicon- energy.com (V4) GREG HARTMAN 15200 52 AV S, STE 200 SEATTLE WA 98188 RE: Permit No. D09 -238 15200 52 AV S TUKW Dear Permit Holder: Sincerely, -or- Bill Rambo Permit Technician File: Permit File No. D09 -238 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 Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/18/2010. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period. 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 10/18/2010, 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. — 1,:,19 qc„,1__ 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 o Phone: 206 - 431 -3670 ® Fax: 206 - 431 -3665 November 16, 2009 Johnson Braund Design Group Greg Hartman 15200 52 Ave S Suite 200 Seattle, WA 98188 RE: CORRECTION LETTER #1 Development Permit Application Number D09 -238 Johnson Braund Design Group —15200 52" Ave S Dear Mr. Hartman, 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 and Fire Departments. At this time the Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached memo. Fire Department: Al Metzler at 206 -575 -4407 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) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D09 -232 • City of Tukwila Department of Community Development W:\Permit Center \Correction Letters\2009\D09 -238 Correction Letter #1.DOC wer Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 a Tukwila, Washington 98188 • Phone: 206 - 431 -3670 e Fax: 206 - 431 -3665 Building Division Review Memo • • Date: November 16, 2009 Project Name: Johnson Braund Design Group, Inc. Permit #: D09 -238 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. All structural designs provided by an engineer shall be wet stamped and signed by that engineer. Please provide structural plan sheets and engineers' calculations wet stamped and signed by the engineer. 2. Provide concrete specifications for the footings. In addition identify method of special inspections for the structural welding and if applicable, the concrete. (IBC Chapter 17) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Fire Prevention Bureau Review Memo • • Date: November 10, 2009 Project Name: Johnson Braund Design Group Address: 15200 52 Ave S Permit #: D09 -238 Plan Reviewer: Al Metzler, Fire Project Coordinator Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator The Fire Prevention Bureau 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. 1. The fire protection features section of the permit application is not filled out. Is the building sprinklered and is there a fire alarm system? 2. What is the length of the horizontal projection of the canopy from the building? 3. Please provide data sheets for the "PV" material, i.e. Is the material combustible? Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 575 -4407. No further comments at this time. ACTIVITY NUMBER: D09 -238 DATE: 11 -23 -09 PROJECT NAME: JOHNSON BRAUND DESIGN GROUP INC SITE ADDRESS: 15200 52 AV S Original Plan Submittal X Response to Correction Letter # 1 Revision # Response to Incomplete Letter # After Permit Issued DEPARTMENTS: Buildin Division El Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -24 -09 Complete Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS RO TING: Please Route REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Structural Structural Review Required Approved � _ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 • • A -111 NO- k\ -) L 7 re Preven ion pi No further Review Required n DATE: DATE: Planning Division Permit Coordinator Not Applicable DUE DATE: 12 -22 -09 Not Approved (attach comments) u n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENT : wke ' B ul ding visio PAT Wbr 4tl‘t Complete Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PIT COO COPY. PLAN REVIEW /ROUTING SLIP Structural Incomplete n ACTIVITY NUMBER: D09 -238 DATE: 11 -09 -09 PROJECT NAME: JOHNSON BRAUND DESIGN GROUP, INC. SITE ADDRESS: 15200 52 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued j k c .e.)1 cm I ire Prevention Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-10-09 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ DATE: DUE DATE: 12-07-09 Approved U Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Not Applicable Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 1' -110 Bldg— Fire Ping ❑ PW ❑ Staff Initials: 1l` Date: 6/. ? • 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 ❑ 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: Johnson Braund Design Group Sheet Number(s): et/O/ l // 5002, ,500 "Cloud" or highlight all areas of revision including date of re Received at the City of Tukwila Permit Center by: Entered in Permits Plus on C' \applications\forms - applications on Iine\revision submittal . Created: 8 -13 -2004 Revised: Steve Lancaster, Director Steven M. Mullet, Mayor . e ra, • • r '''''It.' 7 VI�s ® �TTAL • RE I N UBMI 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: D09-238 Project Address: 15200 52 Av S Contact Person: i Phone Number: - 20a . • 59260 Summary of Revision: • A 9O fit. N° I To A to I /kJ , SFON s E In 4-L "77L2 �S p /!Z ? Vz 7v77eAJ F3 lam) • AVOW "SOz /A 1/v5,e2 (oAi " /VOA 70 SGcJ /N RFSPOMCC 70 tale M JOHANN rsOV 'S REIT/ k Gorrlirt rs_ ,gt w' S NI 1b '/t/ 77//e htCIIVED CITY OF l'ukwgiA NOV 2 3 2009 PERMIT CENTER STATE OF WASHINGTON) COUNTY OF KING • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E - mail: tukplanPci.tukwila.wa.us AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION s s. , states as follows: to engage an unregistered contractor to perform constru io work. Owner /Owne [please print name] 1. I have made application for a 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 of 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 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 permit to be exempt under number , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under st law in any decision PERMIT NO: ci)Qq e ent* Permit Center /Building Division 206 431 -3670 Public Works Department 206 433 - 0179 Planning Division 206 431 -3670 Signed and sworn to before me this / day of . /A1, , 20 /O . N • T ' Y PUBLIC in and for the State of Washington k l 1)6 j -- Name as commissioned: )-a ,tk1 -P A-41.. c✓ ( My commission expires: 65 6 Residing at , County 18.27.090 Exemptions, The regisl'ration provisions of this 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 of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs 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 five hundred dollars, 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 of the operation is made into contracts of amounts less than five hundred dollars 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 or she is a contractor, or that he or she 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 chapter do not apply to: by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12. Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision 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 person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in -kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and /or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. • Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. SITE PLAN: N 5'2o5' 5 15 i s� . 4°6)01:1: SITE ADDRESS: 15200 52ND AVE S, SUITE 200 SEATTLE, WA 98188 LEGAL DESCRIPTION: PARCEL A: TRACTS 1 AND 2, YOUNGS HALF ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 16 OF PLATS PAGE(S) 37, IN KING COUNTY, WASHINGTON; EXCEPT THAT THE PORTION THEROF CONDEMNED IN KING COUNTY SUPERIOR COURT CASE NUMBER 596633 FOR PRIMARY STATE HIGHWAY NO 1, TOGETHER WITH THAT PORTION OF VACATED SOUTH 151 ND STREET ADJOINING ON THE SOUTH AS VACATED ON DECEMBER 4, 1967 BY CITY OF TUKWILA ORDINANCE NUMBER 502, WHICH ATTACHED THERETO BY OPERATION OF LAW; AND: TOGETHER WITH THAT PORTION OF VACATED SOUTH 152ND STREET ADJOINING ON THE NORTH AS VACATED ON NOVEMBER 13, 1985 BY THE CITY OF TUKWILA ORDINANCE NUMBER 1371 (RECORDED UNDER RECORDING NUMBER 8703190469), WHICH ATTACHED THERETO BY OPERATION OF LAW. PARCEL B: TRACTS 3 AND 4, YOUNG'S HALF ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS PAGE(S) 37, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CASE NUMBER 594284 FOR PRIMARY STATE HIGHWAY NO 1, TOGETHER WITH THAT PORTION OF VACATED SOUTH 152ND STREET ADJOINING ON THE SOUTH AS VACATED ON DECEMBER 4, 1967 BY CITY OF TUKWILA ORDINANCE NUMBER 502, WHICH ATTACHED THERETO BY OPERATION OF LAW; AND TOGETHER WITH THAT PORTION OF VACATED SOUTH 151ST STREET ADJOINING ON THE NORTH AS VACATED ON NOVEMBER 13, 1985 BY CITY OF TUKWILA ORDINANCE NUMBER 1371 (RECORDED UNDER RECORDING NUMBER 8703190469), WHICH ATTACHED THERETO BY OPERATION OF LAW. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON ACCESSOR'S PARCEL NO.: 9844400005 & 9844400015 PROJECT DESCRIPTION: THE PROJECT CONSISTS OF A EXTERIOR CANOPY ADDITION TO THE EXISTING JOHNSON BRAUND DESIGN GROUP OFFICE BUILDING. THE CANOPY INCLUDES PHOTOVOLTAIC PANELS, GLASS PANELS FOR SOLAR SHADING AND LANDSCAPE SCREENS. VICINITY MAP: No changes shall b l e IQNS made to the scope of work without prior approval of Tukwila Building Division. NOTE: � I r Revisions will require a new plan submittal may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: n Mechanical M Electrical g'..4 Plumbing Gas Piping City of Tukwila 13UIL.DING DIVISION COVER SHEET A001 FLOOR PLAN / ELEVATION A101 BUILDING SECTIONS A300 STRUCTURAL CALCULATIONS 5001 STRUCTURAL CALCULATIONS 5002 STRUCTURAL CALCULATIONS S003 LT R# REVIEWED CODE COMP, A PPRO ED DEC 0 1 2009 City of milli BUILDING DIVISION Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authoriz the violation of any adopted code or ordinance. Receipt . of approved Field Copy • U, , is acknowledged: RECEIVED NOV 2 3 2009 PERMIT CENTER Johnson Brallll I)I� :sic ;>N clump, INc;. Architecture Landscape Architecture Interior Design 15200 52nd Avenue South Suite 200 Seattle, Wa 98188 Phone 206.766.8300 Fax 206.766.8080 w j wwbdg.com Greg L. Aliwine, AIA Melvin R. Easter, ASLA 3380 REGISTERED ARCHIT CT • O G L. ALLWINE OF WASHINGTON A PERMIT REVISION - 11.20.09 PROJECT #: 0000 FILE NAME: C : \REVIT projects\L-jbdg office building_GH.rvt DRAWN BY: Author COVER SHEET A001,c PERMIT SET - REVISION 1 11/20/09 SITE PLAN: N 5'2o5' 5 15 i s� . 4°6)01:1: SITE ADDRESS: 15200 52ND AVE S, SUITE 200 SEATTLE, WA 98188 LEGAL DESCRIPTION: PARCEL A: TRACTS 1 AND 2, YOUNGS HALF ACRE TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 16 OF PLATS PAGE(S) 37, IN KING COUNTY, WASHINGTON; EXCEPT THAT THE PORTION THEROF CONDEMNED IN KING COUNTY SUPERIOR COURT CASE NUMBER 596633 FOR PRIMARY STATE HIGHWAY NO 1, TOGETHER WITH THAT PORTION OF VACATED SOUTH 151 ND STREET ADJOINING ON THE SOUTH AS VACATED ON DECEMBER 4, 1967 BY CITY OF TUKWILA ORDINANCE NUMBER 502, WHICH ATTACHED THERETO BY OPERATION OF LAW; AND: TOGETHER WITH THAT PORTION OF VACATED SOUTH 152ND STREET ADJOINING ON THE NORTH AS VACATED ON NOVEMBER 13, 1985 BY THE CITY OF TUKWILA ORDINANCE NUMBER 1371 (RECORDED UNDER RECORDING NUMBER 8703190469), WHICH ATTACHED THERETO BY OPERATION OF LAW. PARCEL B: TRACTS 3 AND 4, YOUNG'S HALF ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS PAGE(S) 37, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION THEREOF CONDEMNED IN KING COUNTY SUPERIOR COURT CASE NUMBER 594284 FOR PRIMARY STATE HIGHWAY NO 1, TOGETHER WITH THAT PORTION OF VACATED SOUTH 152ND STREET ADJOINING ON THE SOUTH AS VACATED ON DECEMBER 4, 1967 BY CITY OF TUKWILA ORDINANCE NUMBER 502, WHICH ATTACHED THERETO BY OPERATION OF LAW; AND TOGETHER WITH THAT PORTION OF VACATED SOUTH 151ST STREET ADJOINING ON THE NORTH AS VACATED ON NOVEMBER 13, 1985 BY CITY OF TUKWILA ORDINANCE NUMBER 1371 (RECORDED UNDER RECORDING NUMBER 8703190469), WHICH ATTACHED THERETO BY OPERATION OF LAW. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON ACCESSOR'S PARCEL NO.: 9844400005 & 9844400015 PROJECT DESCRIPTION: THE PROJECT CONSISTS OF A EXTERIOR CANOPY ADDITION TO THE EXISTING JOHNSON BRAUND DESIGN GROUP OFFICE BUILDING. THE CANOPY INCLUDES PHOTOVOLTAIC PANELS, GLASS PANELS FOR SOLAR SHADING AND LANDSCAPE SCREENS. VICINITY MAP: No changes shall b l e IQNS made to the scope of work without prior approval of Tukwila Building Division. NOTE: � I r Revisions will require a new plan submittal may include additional plan review fees. SEPARATE PERMIT REQUIRED FOR: n Mechanical M Electrical g'..4 Plumbing Gas Piping City of Tukwila 13UIL.DING DIVISION COVER SHEET A001 FLOOR PLAN / ELEVATION A101 BUILDING SECTIONS A300 STRUCTURAL CALCULATIONS 5001 STRUCTURAL CALCULATIONS 5002 STRUCTURAL CALCULATIONS S003 LT R# REVIEWED CODE COMP, A PPRO ED DEC 0 1 2009 City of milli BUILDING DIVISION Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authoriz the violation of any adopted code or ordinance. Receipt . of approved Field Copy • U, , is acknowledged: RECEIVED NOV 2 3 2009 PERMIT CENTER 161 DESIGN Landscape 15200 Greg Melvin 3380 \-"'"---,„) ,r 1J r ti r h ` i 5x1 k nso 1 131'RUnd cilouI', IN(i. Architecture Architecture Interior Design 52nd Avenue South Suite 200 Seattle, Wa 98188 Phone 206.766.8300 Fax 206.766.8080 www jbdg.com L. Aliwine, AIA R. Easter, ASLA REGISTERED ARC ITECT G L. ALLWINE OF WASHINGTON A PERMIT REVISION - 11.20.09 JBDG OFFICE - EXTERIOR CANOPY ADDITION JOHNSON BRAUND DESIGN GROUP, INC. 15200 52ND AVE S. SUITE 200 SEATTLE, WA 98188 206.766.8300 THESE DRAWINGS WERE PREPARED FOR THE JOHNSON BRAUND DESIGN GROUP. INC. © JOHNSON BRAUND DESIGN GROUP. INC. PROJECT #: 0000 FILE NAME: C: \REVIT projects\L-jbdg office building_GH.rvt DRAWN BY: Author FLOOR PLAN / ELEVATION Al 01 PERMIT SET - REVISION 1 11/20/09 GENERAL NOTES: 1. OFFICE BUILDING IS SPRINKLERED WITH FIRE ALARM SYSTEM. 2. PV (PHOTO VOLTAIC) PANELS ARE CLASS A FIRE RATED AND COMPLY WITH UL1703. THE PANELS ARE CONSTRUCTED OF NON COMBUSTIBLE MATERIALS: ALUMINUM SIDE SUPPORTS, LAMINATED GLASS PANELS. PV PANEL SYSTEM AT 45 DEGREE TILT STEEL CHANNEL BEAM - PAINTED GALVANIZED STEEL ANGLE COLUMN GALVANIZED STEEL ANGLE SUPPORT 4'X4' METAL LANDSCAPE SCREEN 12" DIA. CONCRETE COLUMN FOUNDATION STEEL ANGLE BEAM BOLTED TO BUILDING. LOCATION OF BEAMS IS +/- 8" FROM GRID LINES DEPENDING ON LOCATION OF EXISTING WOOD STUDS. 1/4" = 1' -0" 8' -51/2" 8' -51/2" 0'- 61/2" // EXISTING BUILDING 9' -11 9' -11" PV PANEL SYSTEM AT 15 DEGREE TILT TEMPERED GLASS - PANEL ATTACHED WITH PV SYSTEM SUPPORTS AT 30 DEGREE TILT TEMPERED GLASS PANEL ATTACHED WITH PV SYSTEM SUPPORTS AT 45 DEGREE TILT TEMPERED GLASS PANEL ON STEEL ANGLE SUPPORTS 11' - 11 3/16" 11 11 3/16" 9'- 11" 0' -61/2" STEEL ANGLE BEAM BOLTED TO BUILDING. LOCATION OF BEAMS IS •} /- 8" FROM GRID LINES DEPENDING ON LOCATION OF EXISTING WOOD STUDS. 0' _ 7 1/2" 4'- 23/4" 8' -31/2" 8' -3112" RECEIVED NOV 2 3 2009 PERMIT CENTER jOlin DESIGN Landscape 15200 Greg Melvin 3380 N I 1 yy� }? 0 SOn B ]"au11 (l. (,ItOt1I', INC. Architecture Architecture Interior Design 52nd Avenue South Suite 200 Seattle, Wa 98188 Phone 206.766.8300 Fax 206.766.8080 www jbdg.com L. Allwine, AIA R. Easter, ASLA REGISTERED ARCHITECT W G L. ALLWINE l E OF WASHINGTON A PERMIT REVISION - 11.20.09 JBDG OFFICE - EXTERIOR CANOPY ADDITION JOHNSON BRAUND DESIGN GROUP, INC. 15200 52ND AVE S. SUITE 200 SEATTLE, WA 98188 206.766.8300 THESE DRAWINGS WERE PREPARED FOR THE JOHNSON BRAUND DESIGN GROUP, INC. 0 JOHNSON BRAUND DESIGN GROUP, INC. PROJECT #: 0000 FILE NAME: C: \REVIT projects\L-jbdg office building_GH.rvt DRAWN BY: Author BUILDING SECTIONS A300 PERMIT SET - REVISION 1 11/20/09 OF STEEL 108' 7 5/8" MAIN LEVEL 97' 0 5/8" COLUMN TO BEAM DETAIL I OPP. 300 3 � •N 3 2 \ 300 1/4" =1 A300 1/4" = 1' -0" 3' -71/2' .A300 'A300 REVIEWED FOR CODE PLI B DEC 0 1 2009 City of Tu iI 1 JL O I N G DIVISION ROOF LEVEL PLAN 115' 3" PV PANEL SYSTEM BOLTED TO STEEL SUPPORTS TEMPERED GLASS PANEL ATTACHED TO STEEL ANGLE SUPPORT WELDED TO STEEL BEAM STEEL CHANNEL BEAM BOTTOM OF STEEL GALVANIZED STEEL ANGLE COLUMN 108' -75/8" MAIN LEVEL 97' - 0 5/8" k-4 • � � 1 3' - 7 1/2" PV PANEL SYSTEM BOLTED TO STEEL SUPPORTS STEEL ANGLE SUPPORT WELDED TO STEEL BEAM STEEL CHANNEL BEAM GALVANIZED STEEL ANGLE COLUMN RECEIVED NOV 2 3 2009 PERMIT CENTER lw wm \wab, mt t, fttt tml =1 M. mmt 'XII Ei n c.:5 t n El E5 IR 5 JI3DG Solar Canopy Seattle, WA Structural Detailing and Calculations For Permit 600 Congress, Avenue, Suite 1210 Prepared For: Johnson Braund Design Group 15200 52nd Avenue South Seattle, WA, 98188 (206) 766-8300 11/6/2009 Austin, Texas 78701 Phone (612) 472-9797 Service Innovation Value glr.■:.`,S72§72:W{KTKR,VP:a Ateivirsti tig NN 311 kVt Mrld Ud014.1nlio c m\mmT.1 mm.mal Immui ' ricilneen!:3 600 Congress Avenue, Suite 1210 JBDG Solar Canopy Seattle, WA Structural Detailing SPECIAL INSPECTIONS: (IBC CHAPTER 17). CONCRETE: THE COMPRESSIVE STRENGTH OF THE CONCRETE FOUNDATIONS IS LESS THAN 2,500 PSI. SPECIAL INPECTIONS FOR CONCRETE ARE NOT REQUIRED. STEEL: WELDING IS TO BE PERFORMED BY WELDER CERTIFIED BY THE STATE OF WASHINGTON. SPECIAL INPECTIONS ARE NOT REQUIRED. 11/6/2009 Austin, Texas 78701 Phone. (512) 4724)797 Services Innovation Vau e L,..-vaiDC 1.11,NC INFF RS rP4-74 D 'AMATO CONN/I:RSA. NO INC Project --, .54jeel. c • 1 1 ) 911 PS t pep.. 2 t:( typ Pv - PAN !..„ REVIEWED FOR \_.. • 1 E COMPLIANCE APPROVED DEC 0 1 2009 City of Tukwila BUILDING DIVISION ....._ nt' I ..1.0tWill t 4i aOtbaiSItt r— -- • .■.•:;41k1 , $7.0i 4411 .4 SeA•rvio *f.n*A:. suiraloyAE4,.. eiNfry,V0pi ttAla• SNOUOBS ONIaltritl EP) 0 0 GI 'DCITN FFRS . N Project No. vied No. D'AMATO CONVEIISANO INC. S211 (....A..1AMI .k.f.?.P (0 C C, (; 5 4, " tj Lbe., t• (=i) ,t4 t".:111 (..1161)1A'' e?, t\) P. tf SA) t':‘ 1 0 e Y•• Ito kt Pate . iolmson Braund DESIGN GROUP, INC. Architecture Landscape Architecture Interior Design 1 5200 52nd Avenue South Suite 200 Seattle, Wa 98188 Phone 206.766.8300 Fax 206.766.8080 www.jbdg.com Greg L. Allwine, AIA Melvin R. Easter, ASLA REGISTERED v....„ \ ARCHITECT GREG L. ALLIVINE STATE OF WASHINGTON ..40 A. Ni ,,.. ,vViASII ° G, ( 44 * T - ■7; ° r 7■ ) '';1 38941 0 Zci OA *07 ssiVAt t ' - e , :57 0NAL 04— JBDG OFFICE- EXTERIOR CANOPY ADDITION JOHNSON BRAUND DESIGN GROUP, INC. 15200 52ND AVE S, SUITE 200 SEATTLE, WA 98188 206.766.8300 THESE DRAWINGS WERE PREPARED FOR THE JOHNSON BRAUND DESIGN GROUP, INC. © JOHNSON BRAUND DESIGN GROUP, INC. PROJECT #: 0000 FILE NAME: C:\REVIT projects\L-jbdg office building_GH.rvt DRAWN BY: Author STRUCTURAL CALCULATIONS S 0 0 1 PERMIT SET - REVISION 1 11/20/09 lw wm \wab, mt t, fttt tml =1 M. mmt 'XII Ei n c.:5 t n El E5 IR 5 JI3DG Solar Canopy Seattle, WA Structural Detailing and Calculations For Permit 600 Congress, Avenue, Suite 1210 Prepared For: Johnson Braund Design Group 15200 52nd Avenue South Seattle, WA, 98188 (206) 766-8300 11/6/2009 Austin, Texas 78701 Phone (612) 472-9797 Service Innovation Value glr.■:.`,S72§72:W{KTKR,VP:a Ateivirsti tig NN 311 kVt Mrld Ud014.1nlio c m\mmT.1 mm.mal Immui ' ricilneen!:3 600 Congress Avenue, Suite 1210 JBDG Solar Canopy Seattle, WA Structural Detailing SPECIAL INSPECTIONS: (IBC CHAPTER 17). CONCRETE: THE COMPRESSIVE STRENGTH OF THE CONCRETE FOUNDATIONS IS LESS THAN 2,500 PSI. SPECIAL INPECTIONS FOR CONCRETE ARE NOT REQUIRED. STEEL: WELDING IS TO BE PERFORMED BY WELDER CERTIFIED BY THE STATE OF WASHINGTON. SPECIAL INPECTIONS ARE NOT REQUIRED. 11/6/2009 Austin, Texas 78701 Phone. (512) 4724)797 Services Innovation Vau e L,..-vaiDC 1.11,NC INFF RS rP4-74 D 'AMATO CONN/I:RSA. NO INC Project --, .54jeel. c • 1 1 ) 911 PS t pep.. 2 t:( typ Pv - PAN !..„ REVIEWED FOR \_.. • 1 E COMPLIANCE APPROVED DEC 0 1 2009 City of Tukwila BUILDING DIVISION ....._ nt' I ..1.0tWill t 4i aOtbaiSItt r— -- • .■.•:;41k1 , $7.0i 4411 .4 SeA•rvio *f.n*A:. suiraloyAE4,.. eiNfry,V0pi ttAla• SNOUOBS ONIaltritl EP) 0 0 GI 'DCITN FFRS . N Project No. vied No. D'AMATO CONVEIISANO INC. S211 (....A..1AMI .k.f.?.P (0 C C, (; 5 4, " tj Lbe., t• (=i) ,t4 t".:111 (..1161)1A'' e?, t\) P. tf SA) t':‘ 1 0 e Y•• Ito kt Pate h D _ E T .¢ .� I) : AMrl't'C) CONVERSANO INC. t)ject Subject Project No Sheet No. Date vAS•SSzT:' `• tom &I &ammo .. I# JEDG Solar Canopy Seattle, WA Struct (300 Cpeciress Av nta €r, State 1210 rat Calculations 11/6/2009 Austin, Texas 7E1701; Phone (512) 472-9797 Set Innovation Value KUI -M Jl -� E E E , S D 'A'M ?ATO CQNVERSAiNO INC. Ptojecl r . t. Subject t'et r!) (IA t..S ?v: r / s co) y,a/ . t•i ?t:r 'rtc it) ub t" 'i• • (t ? (• t.19 t- l pj (110,1 Cat. (? ft. PlAt\,l . .., (j') 31; / c ?'• CIO. Sheet o ' a r• cA 'E. t Nov 9, 2009 at 10 :47 AM .IBOG SOLAR CANOPY 11•6.09.6d i t6LtM: EAi B.VM ino :�°rtasl 114$ Project : No. RECEIVED NOV 2 3 2009 PERMIT CENTE Nov 9, 2009 at 10 :47 AM JBDQSOLAR CANOPY 114004d D A:4IAT0 CONVIzRSANO INC, I Subject /-1 r::CQE; (); t..5.'E ;I t t,JA!t `:; t #1bs /. \r Sheet Date REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 1 2U09 City of Tukwila BUILDING DIVISION �C•1"Cti i:: � a C) t S01 Braund DESIGN GROUP, INC, Architecture Landscape Architecture Interior Design 15200 52nd Avenue South Suite 200 Seattle, Wa 98188 Phone 206.766.8300 Fax 206.766.8080 www.jbdg.com Greg L. Allwine, AIA Melvin R. Easter, ASLA 3380 N REGISTERED ARCHITECT cam; I,. AI,I'1'INE STATE OF WASHINGTON % _A.Dg V 1 e S' o o WAS / r;10 3; , 0 .p R FR /STr.0" ty�V 64s ' r ioNA1, f ,0- JBDG OFFICE - EXTERIOR CANOPY ADDITION JOHNSON BRAUND DESIGN GROUP, INC. 15200 52ND AVE S, SUITE 200 SEATTLE, WA 98188 206.766.8300 THESE DRAWINGS WERE PREPARED FOR THE JOHNSON BRAUND DESIGN GROUP, INC. © JOHNSON BRAUND DESIGN GROUP, INC. PROJECT #: 0000 FILE NAME: C: \REVIT projects \L -jbdg office building_GH.rvt DRAWN BY: Author STRUCTURAL CALCULATIONS S002 PERMIT SET - REVISION 1 11/20/09 h D _ E T .¢ .� I) : AMrl't'C) CONVERSANO INC. t)ject Subject Project No Sheet No. Date vAS•SSzT:' `• tom &I &ammo .. I# JEDG Solar Canopy Seattle, WA Struct (300 Cpeciress Av nta €r, State 1210 rat Calculations 11/6/2009 Austin, Texas 7E1701; Phone (512) 472-9797 Set Innovation Value KUI -M Jl -� E E E , S D 'A'M ?ATO CQNVERSAiNO INC. Ptojecl r . t. Subject t'et r!) (IA t..S ?v: r / s co) y,a/ . t•i ?t:r 'rtc it) ub t" 'i• • (t ? (• t.19 t- l pj (110,1 Cat. (? ft. PlAt\,l . .., (j') 31; / c ?'• CIO. Sheet o ' a r• cA 'E. t Nov 9, 2009 at 10 :47 AM .IBOG SOLAR CANOPY 11•6.09.6d i t6LtM: EAi B.VM ino :�°rtasl 114$ Project : No. RECEIVED NOV 2 3 2009 PERMIT CENTE Nov 9, 2009 at 10 :47 AM JBDQSOLAR CANOPY 114004d D A:4IAT0 CONVIzRSANO INC, I Subject /-1 r::CQE; (); t..5.'E ;I t t,JA!t `:; t #1bs /. \r Sheet Date REVIEWED FOR CODE COMPLIANCE APPROVED DEC 0 1 2U09 City of Tukwila BUILDING DIVISION 1 Design Method Allowable Stress oesiljn (Aso) . Connectlan Type Lateral loading 71 Fastener Type Lag Screw 118It 3s, .w_- ,._.......-.w....._..._ 1 [j i� aa.ciing Scenario rin lE ar ,.1n9 She . r.-_...__... Im k [889 Ibs> ] L Is 1F1782 Ibs. 1. ti 118It 3s, .w_- ,._.......-.w....._..._ 1 1 !Ifni 11391 lbs. L.. . „ I s ______. 1[ ... 4 ! M14 11.4X4,,. IV jL 70 lbs. r w t.1A11@.,_.... kaue?.4.:aleCK :4,z.... .. near: !-o,„ on .:, ra lxsi]: Ft tK�iilitg_ .�yAsti F.02- - 1) (> Cn1k (irnz ASD Eqn -1 1 1 '1 v.4 ry . Cu641 1 2 3 } M9 ;(6X1.. s CbX1., M 4 ab {31 iC6X1.. :: ... 278 _ .2::..._ 0 1 .021 1 0 I vi2 ., 02 t ! 0 j x >015 i 0 I i1 1 4,126..? c 14.126 1 . 27 12 . _ _ < 2 . � 2.1.6 27 21.. x.75.: � I t . ■ 47 Id41 ..6 , H2 H2-1 11 , B .... . .2 1 4 ! M14 11.4X4,,. .178 �� 1 ` .0.3'' 0 1 .5.3 1, >- Code ch.. 1.76 .6 _ _....:. 1:.584 ;; 2 1,298 ,3 1.673 _.t1 e .t ...M.3a. .171 -- z0.ta • c 2 4.1. ; ?1.6j 27 6 Cede ch. 21.61 23.76 21,E ;28276 .: > . 5 : MB 14X40. 049 .. .024 �..��,�_6�< G2..:2i .149_ .11.1___K. 1.O: 1114.252 7 M HSS6.. >189 33 .J_ - M14At►s$tl .1263 :114::'..11. , q...; L=6 :2676.- i 2a.76 t Ogdg ch J R'' code ci i 21.6I 23,76 126 76 ....:.._ i M30 (1$X4... 0 J .002' 0 i'I .. ::M2 . L4X4... .060 O lb. . 023' . o {.3 C1 chi (\3 4 .5 11 i i2 2.25i. , "i1 17.435 _i.1 . _ M...1 zA Js I ,06efL_...:._....: 4..i i M22 tL4X4 ' .00,1. . .414a • 17' 7 25 Y Ii 0 >01,u: 21 61- Code ch ..16... M2J_1t .. ,001 2.5 1 023..I0 ]y. ,8.554 0.- f1_17 >74a.21.1irCodsch: 21.6'r codach ..F .1 - -1 _ 2 -1.:,. -1 4.1 <M4 ,t 8 001 t 15 M1 ilex >00t 16 M20 I. 00 i 19X4,J _ .,50 017 '48-11/ 0131..4_1y. II 4 °I v- M t [ii CC!C 1 17.745 17.745 .1 ... 17.745 45 21.6 -Code ch. • cads clr,1 21.6 - Ccdo ch, j .. ._ 2 1:G - coda 0..r 1 . Cade ch t 21.$ I Coda al3 21.G t code Oa 2 . �'" Code 0'4 : ' _._ -- �� 1. _ . >09.9 n 18 i : M7 11 - 9X4 . 01 - 0 ^� (116: 3 ' H H 19 1 M20 ,Lgk1 r .000 • Q. {t.. t� 1 4 r 02 l 4 1 y '1...1.7.74 I i 1 4 . y.1 1 .745 ' 008 3 .S. , i.Y.. 1. 12.745 ? `• .8 I.6x4, T (080 . 2 t tv11 i1 1.9X4 .. 00g,.. 2 i M j • 4; 2� _ >. �4 .. ........:.•000 1 61 1.::::....._008 I 4..4 1 1 7.7 � 5 -„anaigie . !_ QA : .90001 Code i ...... ...............,... :1 =1.... 26 r In .ii .,._I O.._a_ J ._..... ._:l�43f L niumn 171 ...WI3 t ttall tarare 4 !. _M83 i ..brace 12 gat a1 ft eel ine / e rrtefer . 1. V # _. Length.- t.by74ti1 _. .azif1l 44.11ft3.IQ.. L 1Syy Kzz Cm Yy 2r .. Oil. 2 L $i wtlta - - - M? trait bravo 4 lie 4 tin 9 . ciutttn _...1.t . ivaIl 0 : 'ilta . h.1i4 .. ?.I. JDr1 11 Ce 19..: t ny. F'unclion Later] Mara l 1.1110.01. Lltlera Latoia.. Lgjera Litre itt Lgtarq Lrs Lrttora. Latera LF'itoraa LatoM Laura W 141a14._ Caton 1 - aura t stiera . Lauri j H1SA - 3D Version 8.0.0 fC :\..:1...\Deskttip \J8DG - Solar Danopy\JBDG SOLAR CANOPY 11 .6- 09<r3d1 Page 3 Connection Calculator Am don knot Paprt /mot:ta t Etti: en trvt ;lii4 . .a>12tlra,11'natectc Temperature Factor Main Member Type Man Member Thickness Main Member: Anglo ro of Load to Grain Side Member Type steel` Side Member Thickness Side Member: Angle of Load to Grain Washa hIc1(ra,ess Nominal lain or Longtii Load Duraticm Factor We Ser'vloo Factor End C3ra Facto' Adjusted ASD ` ..._ _. Capacity Douglas Fir -Lerch 1/4 1n. 5/16 tri: 2.51n< €: D x.1.0 :s .1 0 Connection Yield MViode 270 tbs. CU Itc` [r Page 1 of 2 htip: /lwww. awe. orgicalca' latorsleonnectionstcestyle .pap?dealgn_metho : SD &conneelio >.. 11 /5 /2009 Connection Calouiatc r o Lag Screw bending yield strength of 60000 psi is assumed. 6 The Adjusted ASD Capacity Is only applicable, for lag screws with adequate end distance, edge distance and spacing per NDS chapter 11. • ASTM A36 Steel is assumed for steel side members 1/4 In thick, and ASTM A653 Grade 33 Steel is assumed for steel side members less than 1/4 In, thick. While every effort has been made to Insure the accuracy of the Information presented; and special effort has been made to assure that the information reflects the state -of- the -art, neither the American Forest & Paper Association nor Its members assume any responsibility for any particular design prepared from this on -line Connection :Calculator, Those using this on -line Connection Calculator assume all liability from its use The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by AF8€PA's American Wood Council. Page 2 of 2 hap://www.awo,or teals Motorstconnections kestyle.asp`idesigt Inethod-ASD&conneetio..: 11/5/2009 R EVIEWED FOR •`E COMPLIANCE A D 0 1 2009 City of Tukwila BUILDING DIVISION RECEIVE NOV 2. 3 2009 PERMIT CENTEF0 l) . if . S(.lfrt r find * DESIGN Gl(:)1.l1: INC. Architecture Landscape Architecture Interior Design 15200 52nd Avenue South Suite 200 Seattle, Wa 98188 Phone 206.766.8300 Fax 206.766.8080 www jbdg.com Greg L. Allwine, AIA Melvin R. Easter, ASLA 3380 V REGISTERED ARCEGIHITECT GREG L. ALLA%INE STATE OF WASHINGTON ty A. DA 1,A. X 4 . (0 v WAsi1 0 1 R 38 I 4 ,`, q0, NsTv.0 4 . Ns ' r7 0NAl.0N G` JBDG OFFICE - EXTERIOR CANOPY ADDITION JOHNSON BRAUND DESIGN GROUP, INC. 15200 52ND AVE S, SUITE 200 SEATTLE, WA 98188 206.766.8300 THESE DRAWINGS WERE PREPARED FOR THE JOHNSON BRAUND DESIGN GROUP, INC. ©JOHNSON BRAUND DESIGN GROUP, INC. PROJECT #: 0000 FILE NAME: C : \REVIT projects \L -jbdg office building_GH.rvt DRAWN BY: Author STRUCTURAL CALCULATIONS S 0 03 PERMIT SET - REVISION 1 11/20/09 -„anaigie . !_ QA : .90001 Code i ...... ...............,... :1 =1.... 26 r In .ii .,._I O.._a_ J ._..... ._:l�43f L niumn 171 ...WI3 t ttall tarare 4 !. _M83 i ..brace 12 gat a1 ft eel ine / e rrtefer . 1. V # _. Length.- t.by74ti1 _. .azif1l 44.11ft3.IQ.. L 1Syy Kzz Cm Yy 2r .. Oil. 2 L $i wtlta - - - M? trait bravo 4 lie 4 tin 9 . ciutttn _...1.t . ivaIl 0 : 'ilta . h.1i4 .. ?.I. JDr1 11 Ce 19..: t ny. F'unclion Later] Mara l 1.1110.01. Lltlera Latoia.. Lgjera Litre itt Lgtarq Lrs Lrttora. Latera LF'itoraa LatoM Laura W 141a14._ Caton 1 - aura t stiera . Lauri j H1SA - 3D Version 8.0.0 fC :\..:1...\Deskttip \J8DG - Solar Danopy\JBDG SOLAR CANOPY 11 .6- 09<r3d1 Page 3 Connection Calculator Am don knot Paprt /mot:ta t Etti: en trvt ;lii4 . .a>12tlra,11'natectc Temperature Factor Main Member Type Man Member Thickness Main Member: Anglo ro of Load to Grain Side Member Type steel` Side Member Thickness Side Member: Angle of Load to Grain Washa hIc1(ra,ess Nominal lain or Longtii Load Duraticm Factor We Ser'vloo Factor End C3ra Facto' Adjusted ASD ` ..._ _. Capacity Douglas Fir -Lerch 1/4 1n. 5/16 tri: 2.51n< €: D x.1.0 :s .1 0 Connection Yield MViode 270 tbs. CU Itc` [r Page 1 of 2 htip: /lwww. awe. orgicalca' latorsleonnectionstcestyle .pap?dealgn_metho : SD &conneelio >.. 11 /5 /2009 Connection Calouiatc r o Lag Screw bending yield strength of 60000 psi is assumed. 6 The Adjusted ASD Capacity Is only applicable, for lag screws with adequate end distance, edge distance and spacing per NDS chapter 11. • ASTM A36 Steel is assumed for steel side members 1/4 In thick, and ASTM A653 Grade 33 Steel is assumed for steel side members less than 1/4 In, thick. While every effort has been made to Insure the accuracy of the Information presented; and special effort has been made to assure that the information reflects the state -of- the -art, neither the American Forest & Paper Association nor Its members assume any responsibility for any particular design prepared from this on -line Connection :Calculator, Those using this on -line Connection Calculator assume all liability from its use The Connection Calculator was designed and created by Cameron Knudson, Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by AF8€PA's American Wood Council. Page 2 of 2 hap://www.awo,or teals Motorstconnections kestyle.asp`idesigt Inethod-ASD&conneetio..: 11/5/2009 R EVIEWED FOR •`E COMPLIANCE A D 0 1 2009 City of Tukwila BUILDING DIVISION RECEIVE NOV 2. 3 2009 PERMIT CENTEF0