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Permit PL16-0021 - DALE CURTIS - MIRACLE TEMPLE OF GOD CHURCH ADMINISTRATIVE DESIGN REVIEW
MIRACLE TEMPLE OF GOD CHURCH SITE APN: 3597000445 WITHDRWN CANCEL PARENT PROJECT NO: PL16-0021 PROJECT NO: L16-0024 o TO: FROM: DATE: SUBJECT: MEMORANDUM Laurie Anderson Teri Svedahl for Minnie Dhaliwal April 27, 2016 Miracle Temple Church, 14925 Interurban Ave S, Tukwila File number for credit to be issued against: L16-0024 — see attached original receipt Please issue a refund CHECK in the amount of $2,395.05 (two thousand three hundred ninety five dollars and five cents) Please make the check payable to Miracle Temple Church Of God Customer applied for and paid for a permit application that was later determined not needed. Thank you! Teri Svedahl DCD Planning Approved for refund payment: PZi(9 �Y z 1171P oe ,rf Minnie Dhaliwal, Planning Department Manager Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID ProjectTRAK $2,395.05 L16-0024 Address: 14935 INTERURBAN AVE S Apn: 3597000445 $2,395.05 DESIGN REVIEW $2,281.00 ADMINISTRATIVE R000.345.810.00.00 0.00 $2,281.00 TECHNOLOGY FEE $114.05 TECHNOLOGY FEE R000.322.900.04.00 0.00 $114.05 TOTAL FEES PAID BY RECEIPT: R8153 $2,395.05 a5 �hCetiOvi6A.s- 7114 S Date Paid: Friday, April 08, 2016 Paid By: MIRACLE TEMPLE OF GOD CHURCH Pay Method: CHECK 2778 0 Teri Svedahl From: Valerie Lonneman Sent: Tuesday, April 26, 2016 10:48 AM To: Teri Svedahl Cc: Minnie Dhaliwal Subject: L16-0024 Miracle Temple --CANCELLATION & REFUND Hi Teri, Please refund the fees for permit L16-0024, Miracle Temple Church Administrative Design Review. We have determined that this permit does not require a Design Review permit. Thanks, Valerie Lonneman Assistant Planner, City of Tukwila 1630o Southcenter Blvd, Tukwila WA 98188 20G.433.714o I Valerie_Lonneman@TukwilaWA.gox' Tukwila: The City of opportunity, the community of choice. C Valerie Lonneman From: Valerie Lonneman Sent: Tuesday, April 26, 2016 10:46 AM To: 'dzcurtis@comcast.net' Cc: Minnie Dhaliwal Subject: L16-0024 Miracle Temple Church Design Review --CANCELLED Mr. Curtis, I have left two voicemails over the past two weeks trying to contact you to discuss whether the proposed new roof truss system requires the Administrative Design Review permit that you applied for on April 8, 2016. As I have not heard back from you, I do not know if you spoke with someone on staff who advised you to apply for the permit — please let me know if this is the case. I have consulted with my supervisor, Minnie Dhaliwal, copied here, who has confirmed that the project does not require Design Review as the building is less than 10,000 sq. ft. Accordingly, I have cancelled the permit and requested that the application fees be refunded. I do not see a building permit on file for the project. You will need to apply for a building permit for the proposed work. Please contact our Permit Center staff at (206) 431-3670 or come in to the Permit Center to apply. Please let me know if you have any questions. Regards, Valerie Lonneman Assistant Planner, City of Tukwila 1630o Southcenter Blvd, Tukwila WA 98188 206.433.7140 I Valerie.Lonneman@TukwilaWA.gov. Tukwila: The City of opportunity, the community of choice. 0400 0 TO: RECEIVED City of Tukwila Department of Community DevelopmentAPR 14 2016 TUKWILA PUBLIC WORKS File Number L16-0024 LAND USE PERMIT ROUTING FORM Building Planning `R.tblic Works Fire Dept. Police Dept. lU Parks/Rec Project: Miracle Temple Church: new roof truss system —Administrative Design Review Address: 14925 Interurban Ave S (APNs: 3597000445, 3597000447) Date transmitted: 4/14/2016 Response requested by: 4/28/2016 Staff coordinator: Valerie Lonneman Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: Comments Update date: prepared by: 0400 City of Tukwila Department of Community Development File Number L1 6-0024 LAND USE PERMIT ROUTING FORM TO: .Euilding Planning 'Public Works Fire Dept. Police Dept. UI Parks/Rec Project: Miracle Temple Church: new roof truss system —Administrative Design Review Address: 14925 Interurban Ave S (APNs: 3597000445, 3597000447) Date transmitted: 4/14/2016 Response requested by: 4/28/2016 Staff coordinator: Valerie Lonneman Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted devellopment regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: 7� lf�/� Comments Update date: prepared by: % C City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF COMPLETE APPLICATION April 14, 2016 Dale Curtis Miracle Temple Church 9230 2nd Ave SW #220-C Seattle, WA 98106 DZCurtis@comcast.net Subject: Miracle Temple Church —Administrative Design Review L 16-0024 Dear Mr. Curtis: Your application for Administrative Design Review for a new roof truss system at the Miracle Temple Church, located at 14925 Interurban Ave S (APNs: 3597000445, 3597000447), is considered complete as of April 14, 2016 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permit identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. If you have any questions, please feel free to call me at (206) 433-7140. Sincerely, Valerie Lonneman Assistant Planner I erlarQ improvem eats Phase 2 Miracle Temple Church SNOW ROOF LOAD TABLES flow to Use This Table 1. Calculate total load (neglect beam weight) on the beam or header in pounds per linear foot (plf). 2. Select appropriate Span (center -to -center of bearing). 3. Scan horizontally to find the proper width, and a depth with a capacity that exceeds actual total load. 4. Review bearing length requirements to ensure adequacy. Also see General Notes on page 15. 2.13E Microllan® LVI: Roof —Snow Load Area 115% (PIE) RECEIVED AP 08 2016 Community Development Span Condition 13/4" Width ) C 31/z" Width (2-ply) 51/2" 71/4" 91/2" 111/e" 14" 51/2" 11/4" 91/2 113/4" 6' Total Load Deflection L/240 Min. End/Int. Bearing (in.) 474 877 ` 1,223 = 1,638 ! 1,961 948 ; 1,755 2,446 ; 3,277 458 1 * * * 916 * I * 1.5/3.5 i 2/5 342 _ * 1.5/3.5 i 2.8/7 3.8/9.4 4.5/11.3 1,389 * _ 4.3/10.6 1.5/3.5 ! 2/5 685 * 1.5/3.5 ; 2.8/7 1,682 * 2.6/6.4 I ` 3.8/9.4 8' Total Load Deflection L/240 Min. End/Int. Bearing (in.) 153 841 _* r 2.6/6.4 595 1,126 * 307 , * 2,252 * 3.5416 * —1.5/3.5 ' 3.5/8.6 1.5/3.5 . 9'-6" Total Load Deflection L/240 Min. End/Int. Bearing (in.) 77 * t 174 ! 903 i 1,114 154 ; 349 , 1,190 i 1,807 * , 585 * * * i 1,171 —` *`�` 1.5/3.5 1.5/3.5 , 2.2/5.4 3.3/8.2 . 4.1/10.2 1.5/3.5 1.5/3.5 2.2/5.4 ; .3.3/(#�1 MULTIPLE -MEMBER CONNECTIONS FOR TOP -LOADED BEAMS I When fasteners are required on both sides, stagger fasteners on the second side so they fall halfway between fasteners on the first side. Load must be applied evenly across entire beam width. Otherwise, use connections for side -loaded beams Multiple pieces can be nailed or bolted together to form a header or beam of the required size, up to a maximum width of 7" Fastener lnstallation Requirements Piece Width Number of Plies Fastener Type Min. Length ff tows I O.C. Spacing I Location 1+4" 2 10d nails 3" 3m One side 12d-16d nails 3'/e" 2(2)12° Screws 33/4° or 3W 2 i 24° 3 10d nails 3" 3m 12" • Both sides 12d-16d nails 3Y4" 2ro Screws 3ys" or 3W 2 24° ; Both sides 5" One side 4 10d nails(3) ! 3° 3rn ! 12" One side (per ply) 12d-16d nailsr3r 1 3'/.° 2ro Screws ; 5° or 6" ! 2 I 24" Both sides 6'Y" ( One side 31/2" 2 Screws 5" or 6" 24" : Both sides__ _ One side 6% 2 (1) 10d nai s are 0.128 diameter; 12d-16d nails are 0.148°-0.162' diameter; screws are SOS, USP WS, TrussLOK-EWP" or SOW. (2) An additional row of nails is required with depths of 14' or greater. (3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2° from rows in the ply below. Trus Joist® Beam. Header and Column Specifier's Guide TJ-9000 I May 2015 38 reriarc2 improvemeats Phase 2 Miracle Temple Church SNOW ROOF LOAD TABLES How to Use This Table 1. Calculate total load (neglect beam weight) on the beam or header in pounds per linear foot(pif). 2. Select appropriate Span (center -to -center of bearing). 3. Scan horizontally to find the proper width, and a depth with a capacity that exceeds actual total load. 4. Review bearing length requirements to ensure adequacy. Also see General Notes on page 15. 2.0E Microllam® LVL: Roof —Snow Load Area 115% (PLF) Span Condition �13/4" Width ) (3rh" Width (2-ply) 51/2" 71/4" 91/2" 11W/e 14" 51h" 71/4" 91/2" WA" 6' Total Load Deflection L/240 Min. End/Int. Bearing (in.) 474 877 i 1,223 1,638 1,961 948 1,755 2,446 3,277 458 * * * * 916 * * ; * 1.5/3.5 i 2/5 i� 342 * I 2.8/7 841 * ; 3.8/9.4 4.5/11.3 1,389 * 4.3/10.6 1.5/3.5 2/5 : 2.8/7 3.8/9.4 8' Total Load Deflection L/240 Min. End/Int. Bearing (in.) 153 * 1.5/3.5 1,126 * 307 *_ 685 _ �_ * 1,682 -* .---_., 2,252 __ ..* _---. • 1.5/3.5 1-2.6/6.4 , 3.5/8.6 1 1.5/3.5 1.5/3.5 -7— 2.6/6.4 3.5/#6' S'-6" Total Load Deflection L/240 Min. End/Int. Bearing (in.) 77 j 174 595 903 1,114 154 349 . 1,190 1,807 * 585 * * * * 1,171 ! *. - 1.5/3.5 i 1.5/3.5 ; 2.2/5.4 3.3/8.2 , 4.1/10.2 1.5/3.5 1.5/3.5 2.2/5.4 i .3.3/$i2 MULTIPLE -MEMBER CONNECTIONS FOR TOP -LOADED BEAMS ii When fasteners are required on both sides, stagger fasteners on the second side so they fall halfway between fasteners on the first side. Load must be applied evenly across entire beam width_ Otherwise, use connections for side -loaded beams Multiple pieces can be nailed or bolted together to form a header or beam of the required size, up to a maximum width of 7" Fastener Installation Requirements Piece Width Number of Plies Fastener Type(1) I Min. Length ff (lows J O.C. Spacing I Location 10d nails i 3" ) 3m 2 12d-16d nails I 3'b" 2(2) 12" • One side Screws 33/4" or 33/4" 2 i 24" ; 10d nails 3° ' 3ar 3 12d-16d nails _ 3'/,° 20) 12" Both sides 135" 31/2° or 31/2"_ + Both sides Screws ~5" 2 24, ^ One side 10d nails(3) i 3" i 3m ' One side 4 12(1-16d nails") 1 31/4" ` 2(2) i 12" (per ply) 5" or 6" Both sides Screws i 63i° - 2 I 24" i One side 5" or 6' Both sides 3'A" 2 Screws _--- _ bolts --- 6Y4° __— 8, _____ —_2 2 24° 24" -- One side ----__ 1) 10d nails are 0.128 diameter; 12d-16d nails are 0.148"-0.162" diameter; screws are SOS, USP WS, TrussLOK-EWP"' or SOW. (2) An additional row of nails is required with depths of 14° or greater. (3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2" from rows in the ply below. Trus Joist® Beam. Header and Column Specifier's Guide TJ-9000 I May 2015 38 C CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 ADMINISTRATIVE Telephone: (206) 431-3670 DESIGN REVIEW - INFORMATION City of Tukwila design review combines specific standards, design criteria and illustrative design guidelines to require that all developments reflect a high level of design quality. Tukwila has two design review processes; one for projects that require a public hearing before the Board of Architectural Review, and one for smaller projects that are approved administratively by the DCD Director. This application packet is for Administrative Design Review. REQUIREMENTS: Administrative approval is required for the following types of development: A. New Development or Redevelopment beyond the Existing Exterior Walls 1. Multi -family or hotel/motel building additions up to 1,500 s.f. 2. All commercial and -industrial -industrial development in various zones, when up to a certain size as follows: • MUO, 0 ands CM zoned buildings between 1,500 and 5,000 s.f • In the Tukwila nT ternational Boulevard corridor RC zoned structures up to 1,500 s.f, outside of the TIB corridor RC zoned structures between 1,500 and 5,000 s.f. • I.n TUC -RC, TUC-TOD, TUC-P, TUC -CC and TUC-WP districts: new non-residential structures between 1,500 and 25,000 s.f; new residential or mixed use building up to 50 dwelling units; and exterior expansions between 1500 and 25,000 s.f. in size. • NCC and RCC zoned developments up to 1.500 s.f. • C/LI and TVS zoned buildings between 1,500 and 10,000 s.f. 3. All development in LI, HI, MIC/L, MIC/H and TVS located within 300' of a residential zone. 4. All development in LI, HI, MIC/L, MIC/H and TVS located within 200 feet of the Green River. Exterior Repair, Reconstruction, Cosmetic Alterations or Improvements 1. Any exterior repairs, alterations or improvements, if the cost of that work is between 10 and 25% of the building's assessed value: • in the MUO, 0, RCC, NCC, RC RC I, and C/LI districts, for sites with more than 10,000 g.s.f of building area and • all sites in the Tukwila International Boulevard corridor zoned NCC, MUO or RC. 2. In TUC -RC, TUC-TOD, TUC-P, and TUC -CC districts: Any exterior repair, reconstruction, or improvements when the cost of that work exceeds 10% of the building's assessed value. 3. In TUC-WP district: Any exterior repair, reconstruction, or improvements to buildings over 10,000 square feet when the cost of that work exceeds 10% of the building's assessed value Developments with a previous approved design (within last 10 years) may make minor changes with Department approval. All other changes require new design review. C. Proposed Development Standard Waivers The DCD Director may reduce landscape and building setbacks for Projects in the Tukwila International Boulevard corridor in the MUO, NCC, and RC zones. D. Minor Modification to an approved Board of Architectural Review decision PROCEDURES: At the time you submit your application you must have all of the items listed on the attached "Complete Application Checklist." You may request a waiver from items on the checklist that are not applicable to your project. Please discuss this waiver request with City staff either at a pre -application meeting or at the time of application submittal. Within 28 days of receiving your application, City staff will determine it is complete based on the attached checklist. If not complete City staff will mail you a letter outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. Staff will meet with you as needed to help achieve project goals, and formulate a recommendation to the Director. Once all design issues have been resolved we will issue a Notice of Decision. This approval will expire unless construction begins within three years of the decision. COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin untill it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: r 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (5 copies)..--- 3. One set of all plans reduced to 8 1/2" x 11" or 11" x 17". {--- 11 4. Application Fee: See Land Use Fee Schedule online. 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). VA 6. SEPA Environmental Checklist if required (see SEPA Application Packet) PUBLIC NOTICE MATERIALS: 7. If the project requires SEPA review: Payment of notice board fee (see Land Use Fee Schedule) to Fast Signs Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). Mailed notice is not requuired. L PROJECT DESCRIPTION AND ANALYSIS: 8. Concurrency test notices for water, sewer, surface water and traffic unless the project is exempt from SEPA (see SEPA Application Packet). A 9. Sewer and water availability letters are required from the provider district if additional plumbing fixtures are proposed and the area is not serviced by the City of Tukwila. Forms are available at the DCD office. Mr ti/A 10. A written discussion of project consistency with decision criteria. (See Application) IrA- 11. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. Check items submitted with application Information Requ red. May be waived in unusual cases, upon pproval of both Public Works and Planning SITE PLAN: 12 (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36". (b) Existing and proposed building footprints. (c) Dash in required setback distances from all parcel lot lines. (d) Fire access lanes and turn-arounds per Fire Department standards. (e) Parking lots with dimensioned stalls and drive aisles. (f) Loading and service areas. (g) Fences, rockeries and retaining walls with called out colors and materials. (h) Street furniture such as benches and bike racks. (i) Pedestrian connections between the building entrance(s) and the sidewalk/public street. (j) In MDR and HHDR zones provide a development coverage calculation (maximum 50%). "VI (k) Show all existing and proposed easements. (1) Vicinity Map with site location does not have to be to scale. LANDSCAPE PLAN: 13 (a) If the landscaping will be altered or the existing landscaping does not meet current standards (TMC 18.52; or if located in the TUC districts see TMC 18.28) provide a landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). ISN SENSITIVE AREAS PLAN (If the project will affect any sensitive areas): 14 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum size 24" x 36". WA WA (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. tYA [�] (d) Existing and proposed building footprints. Check items submitted with application Information Required. May be waived in unusual cases, upo approval of both Public Works and Planning CIVIL PLANS (If utility or site work is proposed): 15 (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36". HAI (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. RE A (c) Existing (dashed) and proposed (solid) topography at 2' intervals. A (d) Total expected cut and fill. (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. eVAI (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (11R) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to PERMIT CENTER. h�/,N W(g) Locate the nearest existing hydrant and all proposed hydrants. K/I (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. K/a (i) Plan, profile and cross-section for any right-of-way improvements. INZAI (j) Show planned access to buildings, driveways, fire access lanes and turn-arounds. OTHER: 16. Dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. Maximum size 24" x 36". 11. n 17. Color and materials board accurately representing the proposed project. 18. A rendering or photo montage showing the project in context is suggested. If submitted it must accurately show the project and be from a realistic perspective (5 to 6 feet above the sidewalk). W 19. Luminaire plan including location and type of street and site lighting if any changes to the existing fixtures are proposed. Include proposed fixture cut sheets, site light levels (foot-candles), and measures to shield adjacent properties from glare. 1-7 20. All existing and proposed signage with sign designs and locations. Ir CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 DESIGN REVIEW - ADMINISTRATIVE RECEIVED APR 08 2016 APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-DR Planner: File Number: / Ls? - O Q c: Application Complete Date: Project File Number: 7! L (i ) Application Incomplete Date: Other File Numbers: f7�` L/ — Ge.3 .. NAME OF PROJECT/DEVELOPMENT:/6/.6La—ZQj�c BRIEF DESCRIPTION OF PROJECT E .J Rocg 77 f 5 (?,t1F-afroriaio)r7-44)-- LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. IAl25 V1/41TE4uR,my i4v�,, sow , Tv�.u>,C�, uJf� CI$ig5 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 3597000 445, 5T 704%.) 444 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: AC 6.4.2%JS ,, j/ l Address: '1Z30 2 1t%t)<. SW c ////L�/ 6f> T / Jog Ap 220-c Phone: (2 63) 31t " 2.05 FAX: N/A- E-mail: DZ 5 & actor jjee% Signature`Date: 3< 2 7! 20/ 6 ® r, CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. ss EXECUTED at I = �j ( LNity), ``1%1111111o/ \`‘ GAL I G poj i, : ��gSION kw.if0 ECEIVED APR 08 2016 Community Development (state), on 1 GC( , 20 j (Prin` Name L l N-442a ,.. r1 (Addre :.�/ VL g(6,6 021 5 `) i NOTARY N s• PUBLIC 12 ,''/ OF WASN%�%`'% "f1/11111oA% On this day personally appeared before me %A4 w' ),i inS to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed a same as his/her voluntary act and deed for the uses and purposes mentioned therein. (Pho e Number) � SUBSCRIBED AND SWORN TO BEFORE ME ON THIS %nature DAY OF OTARY PUBLIC in and for the State of Washington residing at U '1AW I. I i My Commission expires on Q_ 1 / 07 )'lO (< 20 t �Q 4 . 8 9 32700# 338.64 0 s • -AO • 0 y •—• CO 01 0 SURVEY 22/113 22500 SF • 0445 525 0 SF 180025 4.13 AC 0422 '0";;;.b.3 \ Its 2.9/000e1d1.1 %5\ \LIT, S97.00044'6 1^ 420 V't , .L.--- ---- _______ .51.22/0013 it4,,, V, 'II 5 1 6. \i %, \ • • 5 V . .1111' 1 Area Map Parcel Map and Data 3597600006 c.fz "\\ :3500,0,06/, 'totc40 Map It gwpooth 3597.00005 3597000057N 3597009089 5911300079, ‘;•I' S 14TH r P 3497000011 3.50/000040 359 70000i1 .0932°°°." 359700002D • 2597000005 3547000101 11.1 - . . 1, 3597000040 . ,,„,„,,,,',..'"'`.111. 359700000 35°7". 359100042 , 3591009405 _ • "37 1"i.: .. '1"1""- Pi.' Tukwila • '1. "4 • $' 3597000120 3597o00/22 ; • - , '35517000422 - a I : . 34. 1.7 OW. - If"! .2131.;1111 -1 3591000409 . . , . . . ., • 1 . . . .,. 3597000120• \.‘ 35970001211. • 3507000022. %. 95.97000440, .3597000 , . Vrk.. 2097000142 • 5/ 22100/40 , 35970.05401 350%000143 1,5121"21 22/("13q 6.12/6131/39. 151ST PL " • (a) 2•15e922Y ,;'2 fitl, • ; 0 92-11- 1: Mechanical (Heating Calculations included) 2: Plumbing 3: Electrical/lighting Fire Sprinkler System 2323047-rYDR 1, Phase #1 permit D13-127 (Southern Grill) Separate Permits for Phase 2 ••••• eXlG-111•16- MIL • LJ l Ds Apt,f544Iad./2-s - - 5144-t-t-F65. ADDesp 4, __panic Exit Device, An. Panic Rated, ANSI 1, 32 In. Wide w..1,10111,0"04 Doop.t. I3y i-J14 izII _ -FrALP' 1-15.-Ern Rti m6.114 COT—''Ar-A101‘. boom:: ot-01.1E-2. 4I-d 1 •Msre:15 .-14446-cii;-1-Ciouf E) Lrys.r.s.41.4 64..Ass 11.1sE.M1 ST c4.1Hele— 0 —r Scope of Project: Phase -2: (Building permit) for church area/Roof Replace existing truss roof system, Install sprinkler system, Tenant Improvement for sanctuary & lobby Address: 14935 Interurban Ave South, Tukwila WA. 98178 Owner: Pastor Jenkins 5732 South Ryan Street, Seattle WA. 98178 (206) 265-0815 Contractor: Owner above Project manager: Dale Curtis 9230 2nd Ave SW Seattle WA 98106 (2530 394-2105 E-mail dzcurtis@comcast.net Tax ID: 3597000445 Tax ID:3597000447 Legall PARCEL Parcel Number 3597°4'445 Name MIRACLE TEMPLE OF GOD IN CH Slte Address 14935 INTERURBAN AVE S 98)88 , 1'9' INTERURBAN ADD TO SEATTLE PORS OF TRS 22-23 & POR OF VAC ST LY BET SD TRS DAF BEG NXN OF ELY PROD OF NLY LW OF TR 22 & SWLY LN OF INTERURBAN AVE TH SELY 220 FT TO TPOB TH SELY 150 FT TH SWLY AT RYA TO AVE 150 FT TH NWLY AT R/A & PLT SD AVE 150 FT TH NELY AT RYA TO TPOB PARCEL Parcel I . 359700-0447 Number !Name 1MIRACLE TEMPLE OE GOD IN CH i! sit. 114935 INTERURBAN AVE S 98188 1. Address INTERURBAN ADD TO SEATTLE POR OF TR 23 & VAC RIVER ST OAF BAAP 220 I: T SELY OF NLY 1Legal PROD LN OF TR 22 WITH NXN OF INTERURBAN AVE TH SWLY AT R'A TO SD AVE 125 FT TH _INWLY AT RYA 30 FT EH NELY AT R/A 125 FT TH SELY 30 FT TO POB Zone: RMC OCC: Sandwich shop is A2 & B Occupancy Year Built: 1966 Masonry Heat Pump Public Sewer and Water Code IBC 2012 Edition, IMC 2012 Edition UPC 2012 Edition, IFGC, State Energy Code )12 Site: 27,750 Sq. Ft. Building Area: 4,472.52 Sq. Ft. Restaurant 700 Sq. Ft. Permit # D13-127 Church 3,772528 Sq. Ft. (Phase 2) Parking: 55 stalls + 3 ADA= 58 stalls (Weekday church services are after sandwich shop working hours/Sandwich shop closed on Sunday) s=1 0 a) Contractor: Miracle temple Church Owner/Contractor shill provide temporary bracing for all construction GENERAL NOTES: FRAMING All Framing Construction work Shall conform to WLSHA and OSHA and Shall conform to all local Building Department Regulations and Codes. No work may be Subcontracted to outside Framing Companies or Crews without written authorization from the Architect and/or the Structural Engineer. The Framing Contractor Shall Submit a Written Company Safrty Program prior to beginning any on -site work. All Work Areas Shall be Broom Swept at the end of each work Day. All Safety Barricades and Handrails required shall be installed when required and shall be maintained at all times. All Douglas Fir and Hem/Fir Shall be Graded in Accordance with West Coast Lumber Inspection Rule #16. Moisture Content Shall not Exceed 16%. Minimum Specifications Shall be as follows: 4x,6x Beams and Post DF #1, Fv35psi, Ftr=1200psi. Joists: Hem/Fir #2, F1:1000psi Headers: DF #2 Studs: Hem/Fir Stud Grade or Better All wood in contact with Concrete Shall be Preservative Treated with 1/2" minimum air space all around. All Deck Surfaces Shall be Preservative Treated or Composite Wood manufactured items with a minimum of 16"o.c. Treated Joist Supports. WALL FRAMING: All Walls Shall have a Single Sill Plate wispacer blocking and a Double Header Plate. End nail head Plate to each Stud with 2-16d Nails Face Nail and Toenail or End Nail Each Stud to the sill Plate with 2-16d Nails. Face Nail Double Header Plate with 16d - 112o.c. and lap a minimum of , 4' at Joists and provide 16d Nailing © 4" o.c. When Installing the Sill Plate the Building Shall be Square to 1 /4"+k - Comer Posts Shall be Constructed of not less than 3 Studs Nailed together to form a Single Unit and set so as to receive interior finishes per plans and notes. Build -Up Posts Shall be Nailed to each other with 16d Nails @ 12'o.c.. Nail Sill Plate from Stud Wall above to Wood Framing Below with 16d Nails @ 12"o.c.. Install All Shimming at minimum space at joists where necessary to Level the Sill Plate or Pony Wall up to 1/4"+/-. Exterior Sheathing Panels Shall Be as noted (5/8" or 1/2") OSB Exposure 1 or CDX Plywood C)ART G66.5minimum, Sheath with 30# Asphalt Building paper or Tyvek, or approved equal. e 5ANctuA.R.y General Notes Cont. A-9 C C a) CN1 CO —C CL Cover Sheet A- 1 0 2. ct be, 0 3 it Future Church Phase #2J Truss overhang over walk wayira, 23 REVIEWED FOR CODE COMPLIANCE APPROVED APR ii 2014 City of Taikatt BUIL ING DIVISION 14925 Interurban Ave South' 185'-c3 " Existing curb I; '59 47 +5° Heat Pum. Existing Rockery 20(-307-00C)MCI rOrDCOM 41 Side Walk 1 10 2 Loi 51 Sandwich Shop Phase tft ADA Van 12 ADA 56 57 Compact Compact 5e) Tax ID: 3597000445= 22,500 sq. ft. \ 13 Existing Fire Hydrant -11 Site Plan North 11- 2 0 8'-0" Chain Link fence/gate Wood or plastic slats in fence Contractor: Miracle temple Church mprovements U .c U a) E a) F— a) U CO I— (N1 siu co (41) Tax ID 3597000447 3,750 sq. ft.1 °1/48 , 'c'0 a c:N g gz • 2 2 a) •••• ICI; in • II IzII_ 011 iZZ'`O' Ridge Venti- , Second phase of Truss installation B over restrooms! phase#1'Roof System and Southern Grill] 5 r Pre-engineered Trusses @ 24" OC 1 7/161" or 'A" CDX sheathing Existing roof lively 30# felt 235# 1 hour comp l 5� 2'x 4' sky lights 1"x12"Fascia/Gutter: Existing CMUWall Cross'' yi!o' 9 4,0 0 West Elevation Crosse, 7 Sky It's @ pulpit Phase#1Roof System Pre-engineered Trussed @ 24" OC 7/16" or %" CDX sheathing 30# felt' 235# 1 hour corm' 1.0 0 Existing CMU Wall=© tzaad Lobby Sky It.l This side only] It- 51 Stop Truss line for truss installation #11` Existing Roof Iinejy i r- 8" recess doori -Fill inwlndow I 1"x12" Fascia/Gutter iz Truss installation phase #2J Phase one (Sandwich Shop) Lcii I>• Front 14935 Interurban Ave. Southl East Elevation) l`d Concrete Walk M ® . ` \ ` \ \` �� \ \, \ \ 1 \� tit , 0\�4,4, (� OfficegPersonO (-'tJ Lim ADA Unisex! EIec.Rm.j \ \ \`'t' ��� \ \\\\ \ ,�` \ 'Rm. Media Rm.l Not ADA' [) � ` .\ Dish Wash l — — Pastor _ Wonlenj' \ Men ADA \ \�`�� \ •• y ADA I, ; \ \, A Hood `\ Q 0 ADA DF, \ �\ \ ,. \ \ \\ ` ` ,� , , �a, \ . Kitchen F co•, • Rail \ \` I . OP � .Jan. I Lobby 4 \ ` _ \`,\ \\ \ ! --�I 560 ft.112 " \ ` \ A-3 Sanctuary 1,488 sq. ft.=212 sq. persons \�� ;�` \` ``' 1 person s s h ft. (Standing)1 . \ \',\\�'\ ``\\ \\ ; \r`\• (Unconcentrated Chairs only) \ 4s-& Truss_line for truss installation #11 ` \ \* Sandwich Shop I \� platform `°1\ A 2 Restaura\ �\ \' \ IL. 1 © Ri-fold Dr.� A-3 Meeting Rm.448 sq. ft. = 30 persons ; ��'\ '\\\ \ \` \ l \ ` ` iSsq.ft.l N. \ \. \\\\\ \ ., \\ \ ti \ ��\ �` 4,-b .. (Unconcentrated table & chairs)] \\ ` Coat Rm_l Ent ry� ,. �' v 8 „ 8^O 8—V �`: , \ _, � .. , . �. •%-O x 6" HF#E2-tom 16" OC I _ ' '6 �SprinklerRMi -» ,. _.�1—f} Ga'O .i•O .:+I .--Concrete Walk h 5 A.j Fill-in window, !Phase one (Sandwich Shop)_ :,!..,.. 5'-0"- Roof overhang •. , . •, •.•••••• •:- ' hang cars 2-0 over ha � .�: ..; 4 . r l •Note: (Sprinkler instillation time frame as per Fire Marshall and building; .1 Permit D13-127 (Southern Grill)1 or Plan 0 6�Eq 4 Cos) ik — U a) C2. E o a) 4.. a-+ 1. 4.1 C s_ U 2 U L V a) W ) ca. 11 0 0 L w 00 go0 o, g H .41 .1 et i9 1I (Pastors Office t Coat Closet I7 Sanctuary Lobbyer 11"x12" fascia/Gutter T 1"x12" Fascia/Gutter' !Parking Stalls T1 N T1-11• Siding iz -i3 ' Existing CMU Wall . (36"Dia. Gabl'e Vent 5I-- 1 235# 1 hour comp roofing Barge l2"x2" Ridge Vent 36" Dia. Gable Vent 235#-1 hour comp roofing "x—12" Barge 2"x 2" Barge Trim \�5 Stained Glass Window (inset) Design by owner, 'Fixed Dbl. Paine low "E" -RidgeNireTt • lace Temporary 12" x 12" 26 Ga. Flashing/Cant strip \T1-11 siding @ roof and gable wall, Hot mop roofing patch (Phase 1 sandwich shop [.-Gas Meter fas-421 (Dash line) Existing Truss System shall stay until phase #2 for truss instillation, _'Existing CMU Wall evation North Elevation if _0 O m Miracle temple Churc cn 0 +J CO A cu o . `t "gg x�00 4 N a lA _A 1 u Pastors Bath Rm. Elevations 411. Replace Existing Truss System jfruss "B" Flat Bottom (Gables 31f MIu L russ "A" (Scissor) @ Sanctuary -- IB-4` .t 0 ►2 FRR)-50 Batt insulation (� I Y 1lh( 7f LS 1 r5/8" GWB "X;' Lobby Sky It. Light Well !HD Flat Screen TV Truss Profile B IZ --Profile A beyond. Existing CMU Wall-1— New 2"x6" @ 16" OC. wall- - II (Crown Molding ►� Coats WD. Ba Flat Ceiling . 2 layers of 5/8" GWB "X'. 'Pastor WC [Blot ADA Sanctuary doors;__ Art Glass by owner . Corner sink & vanity !f u Wood veneer paneling Areas [Sanctuary South Elevation 12, 51 R-50 Batt insulation Crown Molding 15/8" GWB "X" 12 layers of 5/8" GWB "X" I WD: Base.. / ill Sanctuary Sky Lt. Light Well Ftx [Portable Podium Stag 1z 5 Truss Profile A Flat Ceiling - 'Media Rm. SG SG fi/ if*t Ik_ (lobby Section/South Elev. E. oen 0 r Contractor: -- -C U L -c U a1 c. a) 4-0 a, U t0 2 m provements U U' W B U 03 N co CD tU 06 C 10 T V a) (f) Typical Truss Profiles A-S •-H a 12" x 6" HF#2 @ 16" OC II 1I I— _� l ( l �I SanctuaryI I Exposed 16"spread footing: 8" CMU Wall SW t ir- 51-- K.= Typical Concrete Floor Slab 51/2"with 4x4wwrn TYTTTC)(PcIT- L I IL �l11 36' Gable end vent Close after installation of phase 2 over Southern Grill @ trusses DBL "B' Trusses @ Lobby/GI rill Area- llayer 5/8" GWB "X" 15/8" T1-11 plywd. siding from r dge to bottom cold b. 'I D50 Pastor Office Fix N i I II i, -ADA Fountai WD Base.y nni R-50 Batt rown Molding Uni-sex EIec.Rm. valkr I Exit hallway Olrr►O 1 ;Existing 51/2" concrete slab ;Clean/add two coats sealer 2"x 6" HF#2 @ 16" OCI, 1116" x 6" Post 2 44 e I a 0.C' !new footing here. cvr.F,o?INGIGu1564.1(s' r2 y' Lev sMoN,ur/R n RiI . I Rsulekmatu RQC.FSsapLAAT Ex 151IN& SiZcoNc s1�8 Stop new footing here j Lobby r Phase 2 7- " Coop. 4x4-W1Jly ciods-14 rt TING 1J&C1. j5a rcp.E.. NEWff.,utZ R-I© RID 04.gr. cc4 "I Saocotip. Sanctuary new footin I Pastor office beyond detail {Foundation Plan 1 6"x 6" Posts -a ► Phase 1 Dbl. Plate under beam area • —Q `Sanctuary scissor trusses "A" @•24" OC. I Crown Molding- W D Base �zK-2�ix l 5i. ';1• A SCUh� T3Ls K o Q �s►►t l�.- I•�� ; —�5zs-5 !6 j Existi ng Footing Detai , fin 1L 0 Z= Coat closet beyond ES-o 4.2.O 1 Curb override I tin 0 l C Co Miracle temple Church U L � U ^ W cu E L Q � � N c6 a) co CL in ▪ co a-.+ 0 . o 0 U- U) 0 U cr) tip 't3 c [Lobby Section [Sanctuary North Elevation (Scissor Trusses "A" r(2) 5/8" GWB "X" l H10A-2 (DbI) of _pl.A• To O Cif Sancturay A-7 (Home Depot or Equal) 'Crown Molding Profiles I !'/:"x 34" Cove molding Fire &Smoke barrier 'Trusses "B". II" CDX 5/8" GWB "X" ,Runup to underside of roof sheathing DBL "B" Truss R 0 ATT 12" x 2" Smooth Crown Molding • 12 Volt Rope Lighting r � [1" x 10" Pre -finished back board— . [5/8' x 4" MDF Profile • MSTC78@ Partition/both ends @ top plates 'Simpson H10A, I (2) 5/8" GWB "X" rown Molding/Rope Lighting Lobby 2"x6" hf#2 @ 16"0C ! R-19 batt '/:" CDX sheathing (2) 5/8" GWB "x" 91- .Ili\� °.. e- r n n I sip+ •�� ���� Lobby Wall Partition Blocking Existing Slump Stone CMU 51/2" x 71/2" x 31/2" #4RBvert@4'-0"OC #4 RB horz. @ 4'-0" OC Titen HD5/8" x 5" THDB62500H 1@ 36" OC „ _ll cam` -(2) 2" x 12" Trt'd HF #2 top plates (2 beads sealant) 2" x 12" Fascia /Gutters Existing Y=" Dia. Bolts @ 4'-0" OC 1 "Z" Flashing as req'd Replace nuts and add new 3" Glaz. Washers MSTC78@ Partition/both ends @ top plates D1� .f'y9 P d C • a • s� • P OIe I(2)5/8" WB X"✓ 5D525500 3/8" Hex x 5" @ 36" OC (one ft. from corners) Typical Soffit (2) 5/8" GBW "X„ 34" RS CDX 28 vent strip coat Typical Beam: (1) 13/4" x 111/8"+ (1) 31/2" x 113/4"= 51/4" x 111/8" BEAM See: Multiple -member connections note for top -loaded beams Typical Roofing 235# 1 hour comp 304 Felt _ iZ CDX or 7/16 Part. Bd. Sheathing 5 I Pre -Engineered Truss @ 24" OC `36" Ice & Water shield cont. Typical _ 15impson ECC66/CC66 iPOst: 6" x 6" DF#2 @ 8'-0" OC Max 2"x6"HF#2@16"OC Blocking between studs along post & beam area !Existing CMU wall 90# Felt 2"x 6" HF#2 @ 16" OC R-21 Batt 5/8" GWB "X" 1-DQ8-SDS3 C2) 7/8" x 10" "J" Bolt _. • t �� (2) 2" x 6" HF#2 (1-trtd) under beam L 2 ,G �a+w 1ijliihi' :i Existing Slump Stone CMU 51/2" x 71/2" x 31/2" 1-A A-7 o • NSDS25500 3/8" Hex x 5" • xisting CMU wall 12 —15 134" CDX sheathing 2" x 12" Fascia/trim "Z" Flashing as req'e Blocking • 4 11. 904 Felt R 21 Batt 5/8" GWB "X" !(2 beeds sealant). 4 • • 6 • • • Typical Soffit 2" vent strip cont. Existing Slump Stone WU 51/2" x 71/2" x 31/2" A-7 0 Contractor: Miracle temple Chur a) a) 7.5 CN a) 0 CO \Beam & Post Detail Typical Wall Sections n, N AIR VENT INC. 96-in L White Aluminum Soffit Vent Item 6: 171111 Model it 64302 Description 96-in L White Aluminum Soffit Vent • Retrofit design for standard rafter or manufactured truss construction • 9 square Inches net free area per linear foot [CertainTeed Ridge Vent-12" Filtered I18 square inches per lin. Foot Designed with internal weather filter and external baffles, CertainTeed® Ridge Vent filtered proves that outstanding beauty and performance can be combined. Less than an inch in height, this molded, high -Impact copolymer shingle -over ridge vent permits capping of the ridge wills shingles like the rest of the roof. CertainTeed Ridge Vents combined with sufficient intake vents, such as CertainTeed Intake Vent, are the most efficient and effective systems you can install. • Available with and without nails • Works year-round to ventilate the attic • Provides evenly distributed ventilation along the entire underside of the roof • Slim design for visual appeal • Provides a higher volume of airflow per square foot of attic area than any other fixed -vent system • Design maximizes airflow across the entire underside of roof sheathing • Changes in wind direction have no significant effect on vent performance • Wind driven rain resistant to 110 MPH White Specifications y. '' �• • Dimensions: 16•, 22•, 36' • Venting Area: 26 sq. In., 54 sq. In., 140 sq. In. • Rough Air Opening: 5• x 6•, 7• x 6•, 12' x 12• • Locking Position: 16• vent e•, .25•, .5•, .75•, • 1400 CFM ventilates up to a 2000 sq. ft. attic L_ Ventamatic ; Model P CxzooIAM13LUPS Internet a 202913756 1400 CFM Black Galvanized Steel Power Gable end Truss :Q. Attic Roof Ventilator 12� 22 c," 36"Gabte end vent] Note: Connect new down spouts to existing storm drains system 'Downspouts @ 20'-0" OC (max) 042'x 4' sky lights Cross 7 ushrootn vends (1400 CFM Attic Fans r23t# 1 hour comp roofing I30# Felt VA" CDX or 7/16" part. Brd. sheathing Trusses @ ;skylights —Ridge Vents J36"Gable end vent ( Close off when trusses installed over bathrooms and southern grill area) I Mushroom Vents (1) layer 5/8" GWB "X" 5/8"T1-11 plywd. siding from ridge to bottom corms 74-0 741-0 a 6�3 co c cE r� E o > ow U0 CO Contractor: Miracle temple Church pI 0 T First phase of truss installation 1.Trusses°A & B"to North Wall of Lobby/Restrooms 2. Second phase of Truss installation°B'over restrooms and Southern Grill Note: (Sprinkler instillation time frame as per Fire Marshall and building occupancy time frame of completion) Truss installation phase # 1 Scissor trusses "A" @ sanctuary BL "B" Trusses @ Sanctuary/Lobby Z 4t=v I it 4v-o Tress installation phase #2 Phase 1 Sandwich shop (Trusses "B" (Roof Plan I, t1 /;rlI� ' Aini fr�i(C>, tl; lrI �1— 2' Soffit vents-"v — t t �, • 1t .t 1_It—t—'tl�i�miliel -I t. 1 1�1 C rlCI ttl>•t l��tl�'CI ILI 1� t�l_I�, 1� I� _1�, i'�� I l=1 I 1_I �t 1I I �l .1-1 1 w 1� _U!II1 _ tp i 1�1 I 11:aI 1I .1I 1I _/_ �I f:, 2"x6' HF@16 OC 1.lit IP II _r1�.�—_rr_rtf�Nr— ( BL' B" Trusses @ Lobby/Grill Area NI • Pig! x 4 sky lights T. II 1l 1 ,i gil II ` I ' tdge Vents Ad It ii I�i.L 124' x 30" Attic hatc ' I 1400 tt_ICI CFM l 1 i�i�•I� i c. II .I ( ILL9l1 » . 1400 Mushroom Vents; 1400 CFM with phase #2 trusses) _ shroom vents CFM il ri CZ lZ ---PS \Ni_! MI FA '24" x 30" Attic L hatch. 1 lthour comp roofing) 235#30#Fe A" „ CDX or 7/16" part. Brd. Trusses @ 24' OC R-50 Batt sheathing . ' M � �� I , (2) layers 5/8' GWB Type 'X" @ ce ling/skylight wells 2" x 6" HF#2 @ 16' O N (: i � !_I fit! °tB�n111�1 �! t_Iill _111.rt1l •tit s+^/_ �1iIE Ittt fill 2" Soffit, Li vents 1 I Gable End Truss 6 Dia. fi able Vent -- 1 00 CFM Exhaust Fans !Roof Truss Plan U V V W E a) a) co 2 c (3 as c CL CU � CO 11. 0 0 CL E co U- A-R 10 Crown Molding/Rope Lighting. [50 BATT -Trusses IL 2':CIGO I;F42: �1 u x..101417 I _,r —Cts/FR RICK Wall. W/, 6L )I ? .a..D3 2 •ic4 Frall Ceiling Framing Plans F`"g"Mt' Lobby 4';LO (CoatRm. Same (Lobby;; it FF WC's Sections Scissor Trusses "A" venerai Notes: _ -1 14 1-1-1r 2ict'TR,pti� 2 to-1`16 i' r- uBx' WC. --T4 ra T oIzu- 1Nr r -fxIC3 t 1CJ l -sg r+-1$4;„ Id'16 ;Crown Molding/Rope Lighting ISancturay [Pastor Office Section 6.5-- Roof; Floor and Wall Sheathieg shall be APA Rateel,Bxtedor or Exposure 1 Plywood or OSB.. Sheathing • shall be Manufactured under the pmvisions•of Vohmtary:Product Standards DOC PS-i or DOC PS-2, or APA PRP-108 Performance Standards and Policies for Withheld -Use Panels. . See Drawings for .Thickness, Span Rating and Nailing Requirements. Unless': otherwise noted; Wall. Sheathing .shall be 1/2" (noni'vial).. with a Span Rating of24/0: Glue Floor Sheathing to all supporting :member- with Adhesive Conforming to APA Specification AFG-01. .6.6. All Wood Plates in direct contact. with Concrete or Masonry shall be Pressure -Treated with an Approved Preservative. Provide 2 Layers or'301b: • Asphalt-IImpregnated Bolding( Paper. between untreated Ledgers, • Blocking, Etc., and Concrete or Masonry: 6.7 - Timber Connectors shall. be "Strong -Tie" by Simpson Company, as specified in their Catalog No. C-2007.- Provide Number and Size of Fasteners as specified bythe Manufacturer. ` • Where Connector Straps connect Two •Members, Center Strap on Joints and Provide Number and size ofFastpners as specified by Manufacturer, with Equal.ICunber and.Size ofFasteners in Each Member. Timber Connectors in Contact with Treated Wood shall be ZNIAX/HDG or Stainless Steel and the fasteners shall -be Galvanized in Accordance with ASTM A153 or Stainless Steel Wool Treated with Zinc Borate is Exempt.) . Provide Number and Size of Fasteners'as specified by the Manufacturer. Where Connector Straps connect Two Members, Center Strap on Joints and Provide Number and size of Fasteners as specified by Manufacturer, with Equal -Number and Size of Fasteners in Each- Memmber. Timber Connectors in Contact with Treated Wood shall be ZMAX/HDG or Stainless Steel and the fasteners shall be Galvanized in Accordance with ASTM A153 or Stainless Steel. (Wood Treated 'with Zinc Borate is Exempt) . 6.8 Bolts and Lag Screws in Wood Members Shall Conform to ASTM A307. • Threaded Rods Shall Conform to ASTM A36. Provide Washers. under the Heads ad Nuts of All Bolts, Rods rind Lag Screws Bearing on Wood installation of Botts shall conform to 2001 NDS Section 11.1.2; and installation of Lag Screws. Shall Conform to2001 NDS Section 11.1.3. a: Nailing All Nails specified on the Drawings Shall be as Follows: 1: Framing Nails: . • 0.131 "• t is 3-1/4" 2: Sheathing Nails: . 0.131" d x 21/2" 3: Decking Nails: . 0.162" $ x 31/2" • b: All Metal Fasteners in Contact with Treated' Wood Shall be Galvanized in Accordance with ASTM 4153 • nr Stainless Steel (Wood Treated with Zinc Borate is Exempt) 6.4 I— {fitL'fl jtj t oto HER. L 1 AU Materials, workmanship design and construction shall conform to the drawings, specifications, and shall. conform to the International Building Code(IBC), the International Residential Code(11LC), the International • Mechanical Code(IMC), and/or the International Electrical Code(IEC) as applicable. 1.2 Design Loading Criteria: a: Flat -Roof Snow Load, Pf I: Snow Exposure Factor, 2: Snow Importance Factor 3: Thermal Factor c Floor Live Load(Residential) d: Floor Live Load(Residemial Decks) e: Deck HandranlsBalcony Rails/Stair Rails 1.2a Wind Design Criteria a: Basic Wind Speed (3-SEC Gust) 1: Exposure Factor 2: Wind Speed Factor 1.2b b: Camber all Glue Laminated Beam Members to a 3,500' radius, unless otherwise noted. Glue. Laminated Members Exposed to Weather or Moisture shall be treated with an Approved Preservative. 6.3 . Engineered Wood Shall be Manufactured under a process approved by the National Researdi Board. Each p' shall bear a stamp or stampsnoting the name and plant number of Manufacture, the Grade,•the NER Number, and the Quality Control Agency All Engineered Wood shall be Manufactured in accordance with the National Evaluation Service, Inc.; Report No. NER-081. All members shall be Manufitctured with a W Adhesive meeting the Requirements of ASTM D2559 with all strands oriented parallel with the Length of the Member. Furnish to the Following Minimum Standards: a Beams: 1: Laminated Strand Lumber(LSL) Fb=2250psi, Fv= 285psi, E=1700ksf ' 2 Laminated VeneerLumber(LVL)' Fb=2600psi,Fv=285psi;I900ksi 3: Parallel Strand Lumber(PSL) Fb=2900psi, Ev=290psi, E-2000ksi b: Design Indicated on the drawings is based ea Lumber Manufactured by Tres -Joist 11 acMillian Alternate Manufactures may be used subject to:'reviewr.and approval by the Architect and the Structural Engineer. All Hangers and other hardware nor shown shall be designed and supplied by the Joist Manufacturer. , Prefabricated Connector Plate Wood Roof shall bo designed by the Manufacturerin accordance with ANSI/MPII-1995 for the spans and condi sirs non the drawings unless :wise noted. Loading shall bees follows: a. Top Chord Live Load in Accordance with Criteria Section (Roo) b: Bottom Chord Live Load in Accordance with Criteria Section (Attic) • 1: Top Chord Dead Load, ' 7psf 2; Bottom Chord Dead Load ' 5psf. 3: Wind Uplift (Top Chord) 15psf 1.3 1.4 1.5 1.6 L7 1.8 c: Wood Trusses shall rfiG7e approved CrirmectorPlates (Gang -nail or equal). Submit Shop Drawings and Design Calculations to the Architect and the Structural Engineer for review prior. to Fabrication. Submitted Documents shall bear the Stamp and Signature of a Registered Professional Engineer, State of Washington. Provide for Shapes, Beating Points, Jntersectfont, flips, Valleys, Ridges, Etc., shown on the drawings. Exact Composition of Step -Down Trusses, etc., shall be determined by the Manufacturer unless otherwise noted on the drawings. Provide all Truss-to-Tmss and Truss -to -Beam Connection Details andRequired Connections Materials. Provide Details for all Temporary and Permanent Truss Bracing and Bridging: 25psf Ce=1.0 Is=1.0 Ct=1.I 50psf 60psf 20psf 85mph "B" Kzt=1.67 Seismic Design Criteria a: Seismic Use Group 1 Seismic Importance Factor le=l.0 b: Mapped Spectral Acceleration short period Ss-1.44 Mapped Spectral Acceleration 1-Second period Si=0.49 c: Site Class D d Spectral Response Coefficient, Short Period Sds=0.96 Spectral Response Coefficient, 1-second period Sdi=0.49 e: Seismic Design Cstngory D I Basic Seismic -Force -Resistance System Plywood Shear Walls g: Basic Base Shear V=13.74kips h: Seismic Response Coefficient Cs=0.15 is Response Modification Factor - R=6.5 j: Analysis Procedure Employed Equivalent Lateral Force (ASCE 9.5.5) NOTE: See Drawings for any designated loading criteria All Drawings shall be employed in conjunction with all other Project Documents for Bidding and Construction. Contractor Shall. Verify all dimensions and conditions for compatibility and shall notify the Architect of all Discrepancies prior to any construction work. The Contractor shall verify all dimensions, member sizes and conditions prior to commencing any • work. Dimensions of existing conditions shown on the drawings shall be verified prior to any work. If the existing conditions- do not -closely match the assumed conditions shown• on the drawings, or if the existing conditions do no closely match the assumed conditions shown on the drawings, or if the existing materials are of questionable Orsubslandard quality, notify the Architect prior to commencing any work The Contractor shall provide temporary bracing for the structure and the structural components until all final connections have been completed in accordance with the drawings. _ The Contractor shall lee Responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work. Drawings indicate general and typical details_ of construction. Where conditions are not specifically indicated. but are of similar character to details shown, similar details of construction shall be employed, subject to review: shall be submitted in writing for approval by the Architect Special Inspections: Concrete construction, Precast concrete erection, Masonry construction. Shear Wall nailing' and Hold Downs installation, Structural Steel Fabrication and erection (field welding and high -strength field. bolting), Metal Decking installation (Including field Welding), Cold -formed metal framing, Anchor Bolts,' Expansion Bolts, Expansion Insert, Epoxy Grouted Installations, Epoxy Airgerc ast Pile installation, -Caisson. installation and Driven Pile installation shall be supervised in accordance with -Section 1704 of the IBC,. Manufactures Specifications, and the project Specifications by a qualified field testing agency designated by the. Architect The Architect shall be furnished with copies of all inspections reports and all test results. Continuous inspection is required during placement of reinforcing and concrete 'e montent resisting concrete. frames and during welding of moment -resisting steel frames. See Section 1703 of the IfIC for nondestructive, testing requirements of moment -resisting frames. WOOD 6.1 Framing Lumber shall be kiln dried or MC-19, graded and marked in conformance with W.C.L. Standard Grading rules for West Coast Lumber No. 17. Famish the following minimum Standards: a: Joist, Beams, Stringers and Ledgers: ti 1: (2X Members) '6.2 2: (3XMembers) 3: (4X Members) 4: (6X Members) b: Posts, Columns: 1: (4X Members) 2: (6X & Larger Members) Hem -Fir No. 2 Fb= 850 psi, Fv=1S0psi, Fcp= 405, E=1300ksf Hem -Fir No. 2 Fb= 850 psi, Fv=150psi, Fcp=405, E=1300ksi. Douglas 'Fir -Lars hNo 2 Fb= 900psi, Fv=180psi, Fee. 625, E=1600ksi• Douglas Fir-LarchNo.2 Fb= 875psi, Ft 170psi, Pep= 625, E=1300ksi Douglas Fir -Larch No. 2 Fe=1350psi, Fb= 900psi,E=1600ksi Douglas Fir- Larch No.2 • Fc= 700psi, Fb= 750psi, Fr- 1300ksi c: Studs, Plates and Misc. Framing. Spruce -Pine -Fir Stud Grade Fc 635psi, Fb= 600psi, E=1000ksi - Glue Laminated Members shall be fabricated in conformance with ASTM and A.LT.C. Standards. Each Member shalt bear an Aa.T_C. Identification Mark and shall be Accompanied by an A.I.T.C. Certificate of Conformance. - The Certificate of Conformance shall be made available to The Building Inspector upon demand. City, Building Department Inspections is required prior to covering Glue Laminated Members. Furnish Glue'Lamtnated Members to the following Minimum Standards: a: Simple Span Beams: Douglas Fir Combination 24F-V4 Fb=2400/1800psi, Fv=240psi, E=1800ksi .rllf-6 C .E E CD LL aJ E o is 06 [A-9 Heat Pump location by vendor +-- Media/Storage] 2x2 Sky lights ., 2 • Sky light 8F-T6 dD 110 V wall out lets upon wall as per owner for screens, TV etc. • Phase 2 Church] l l 2" x 6" HF#2 @ 16" OC, Zx2 f2"x 6" HF#2 @16" OC 2x2 S a_n ct u a ry l 2x2 Pastor Office! 12 V Rope lighting around Sanctuary @ crown molding (ID . E — — z 4 lcCoat Closet] 1 l maim WC 1-4r[ 1 Uni-sec WC Electrical Notes: All noted products shall be & or equal/Vendor & owner shall verify 4 ft. Lithonia #SB4321201/4GESB Energy star Fluorescent surface mount T-8, 32W 2 ft. x 2 ft. PIXI #FLT edge -lit LED flat luminaire SSW WAC low -voltage surface mounted halogen 808 series,50W Brown: ZB1101 Ultra 110 cfm with ultra green incan.36W Lithonia # OLWP11PEBZM4 Dusk -to Dawn wall mounted LED wall pack 20W Sconces Portfollio 5.52-in W!#FBo8-034 60W Pastor Office: 4 ft. t-8 Energy star Portfollio Fluorescent surface mount #W HC:M432R8128W (Sky-Lt. wells) Up and down wall light Possini #4C899 35W Exit LED Emergency lights Lithonia # LHQMSW1RREDM4 8W (210) Lineal feet of rope lighting kit 2-wire #GLV20000OKIT-Clear 12 volt 3 watt per foot Kichler 8881NI Compact Fluorescent 23W ( Sprinkler Rm., Uni-sex WC, Elec. Rm.) Indoor selectable output horns and strobes lights SpectrAlert or equal Hardwired smoked Alarm with battery, carbon monoxide combo BRK#SC9120B or equal (wire to fire department) Ceiling fans Nutone commercial series #CFC56BR 56-inch (Remote control optional) (2) Gable end attic fans Broan #35316 1600/1160 CFM Thermostat controls (1) Ceiling ventilator, Dayton #5AE801410 CFM 786W Note: All 110 V wall out lets, Pa, projector systems, , speakers computer, CCTV, Telephone, TV, security/motion sensor as per owner/vendor -Switch: Single throw -J Z -- Switch: Dbl. throw Switch: Motion sensor/timers Switch (Solar cells) 110 V out lets located by owner �I 2XZ tact Elec. Rm.l z,1 Sky light ,'/ (4_\11 Lobbyl,� [I] CC • Sprinkler RM I Phase 1 (Southern Grill) Women e 0 Ui 0 2xZ Soffit lighting @ entry only! — — -12 Volt Rope lighting at crown molding around Sanctuary (210 lin. Feet) 10 Surface mounted HD fish eyes over platform area (2) Gable end attic ventilators (hook to thermostats) 110 V GFI 110 V out lets on top of office, media, coat closet for sound, speakers, projectors etc. 'I Ceiling light/exhaust fans Nutone or equal Horn & strobe lights I Fire pull stations 110/DC smoke Det. & carbon monoxide Recessed soffit lights Solar cell 75 W WC light bar LED @ WCS 75W LED @ sky light wells 75W LED surface mount lights 75 W LED Scones Thermostats for heat pump and Attic fans i ---- Office 2'x4' lighting Ceiling Fans Ceiling Ventilator Exterior motion sensors (locate as per owner) 1400 CFM Attic Fans; Electrical Plan/layout Z$z 5 Ia Meeting Rmj ;Tenant Improvements s i U a) Q E U CD 2 N CU CO CL CO CO 4-▪ ' a▪ ), uJ A-1(