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HomeMy WebLinkAboutPermit M14-0029 - SEA-TAC LIGHTING - TENANT IMPROVEMENTSEA-TAC LIGHTING 4439 S 134 PL M14-0029 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT Parcel No: 8700200010 Permit Number: M14-0029 Address: 4439 S 134 PL BLDG E Issue Date: 4/21/2014 Permit Expires On: 10/18/2014 Project Name: SEA-TAC LIGHTING Owner: Name: FOSTORIA PARK ASSOC LLC Address: 15100 SE 38TH ST #792 C/O ESM PROPERTIES INC, BELLEVUE, WA, 98006 Contact Person: Name: SCOTT HACKER Phone: (253) 405-7165 Address: PO BOX 1310 , GRAHAM, WA, 98338 Contractor: Name: SUMNER HEATING INC Address: PO BOX1310, GRAHAM, WA, 98338 License No: SUMNEHI973CC Lender: Name: Address: Ill Phone: (253) 405-7165 Expiration Date: 3/1/2015 DESCRIPTION OF WORK: Valuation of Work: $13,500.00 Type of Work: NEW Fuel type: GAS Fees Collected: $376.54 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: 125 Sewer Distric: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: Permit Center Authorized Signature: 2012 International Fuel Gas Code: 2012 WA Cities Electrical Code: 2012 WA State Energy Code: 2012 2012 2012 2012 Date: -1-oti -( 1 I hearby 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. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature�� Print Name: SC-b tLQ( Date:c(2 f 12 a /(.( This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: Readily accessible access to roof mounted equipment is required. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: 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. 9: ***MECHANICAL PERMIT CONDITIONS*** 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL CITY OF TUKW' Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. M Project No. Date Application Accepted: — (S ( Date Application Expires: f ,S' ( Li v (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: Tenant Name: qq3 9 S (7`'/ A 1 i (_;#1,14 PROPERTY OWNER Name: Address: City: State: Zip: CONTACT PERSON - person receiving all project communication Name: �� Address: 1'l � 3 ( 3 13 l 44A t L $j(U 6\N City: % Gig-' l lck State: �- 1 Zip: 7,g(� t� Phone: Fax: Email: King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes Dlo MECHANICAL CONTRACTOR INFORMATION Company Name: ( ij ( , i j,� J t-4�.� t Address: ()Q ;2 _ 1( ( ( C) ��p.,t 1,1, /r City: , State: Zip: 9,,6? Phone: 2c3, 'mo-: 7(-6s-Fax: Contr Reg No.: S�M L a 29?3CExp Date: a4 0 III 5— Tukwila Business License No.: Sic- ( ,cro Valuation of project (contractor's bid price): $ I -3 epc, Describe the scope of work in detail: u S4-4‘ i( 3 t c 0.es/e-p_c*0 Q. n k 4— - p_er- pc) Use: Residential: New ❑ Replacement ❑ Commercial: New Replacement ❑ Fuel Type: Electric ❑ Gas Et Other: H: Applications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page I of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <l 00k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building 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 OWNER OR AUTHORIZED AGENT: Signature: ---,- Print Name: scot( ( 4C Jayy- Mailing Address: Pa 3G ( ( t O Day Telephone: City Date: 1 / /c72677 7,C3 _ 116 (6� P633'V State Zip H:\Applications\Forms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY I PermitTRAK PAID $304.13 M14-0029 Address: 4439 S 134 PL BLDG E Apn: 8700200010 $304.13 MECHANICAL $289.65 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $257.15 TECHNOLOGY FEE $14.48 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1861 R000.322.900.04.00 $14.48 $304.13 Date Paid: Monday, April 21, 2014 Paid By: SCOTT HACKER SUMNER HEATING IN Pay Method: CREDIT CARD 020401 Printed: Monday, April 21, 2014 10:04 AM 1 of 1 c re WSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $72.41 M14-0029 Address: 4439 S 134 PL 1 Apn: 8700200010 $72.41 MECHANICAL $72.41 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R759 R000.322.102.00.00 $72.41 $72.41 Date Paid: Wednesday, January 15, 2014 Paid By: SUMNER HEATING INC Pay Method: CHECK 6655 Printed: Wednesday, January 15, 2014 12:02 PM 1 of 1 rPfSYSTEMS INSPECTION RECORD Retain a copy with permit 1 INSPECTION N0. PERMIT NO. r�is- IA CITY OF TUKWILA BUILDING DIVISION /s/ 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431-2451 1`1i4-lao2 (206) 431-3670 Project: Se /O-A i , L Gl i_ , n< Type of Inspection: Me c h . E. ,\1 R L Address: Tv.pL Date Called: Special--InS ructions: Date Wanted: — /4 a.m. Requester: Phone//�No: 5 ((jam n Approved per applicable codes. Corrections required prior to approval. COMMENTS: A\ec / /� n , (-9(/`.0 1:.F' /9:Dl^ f)li() _ .-A /'- i-i 4 f ,Jiv‘ LA t 4,r1 \\\i V f F I �, 1A i Inspector: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. aA)c4-1 6 / Date: 1 � l / E INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: _ Type of Inspection: Addreis ') Date Called: Special Instructions: • 1 v Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: l 1 1) d>tC, ki — - ,9 0 t,;,/ .; d :.t s ,Z. i; ,►1 , .tiJ C-7 — 1 7'D/�d>(I .* insp'e,tor: /.t D:- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be `..aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: Date: /NARMSTRONG FILE corn AIR , Submittal Data For Approval SEATAC LIGHTING January 10, 2014 Submitted by: Keller Air REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 3 2014 City of Tukwila BUILDING DIVISION N1I1400251 4LLIED; Printed by Armstrong Submittal Program, version 2013.11.25 Equipment Data Last Updated:11/25/2013 RECEIVED CITY OF TUKWILA JAN 15 2014 PERMIT CENTER /AIZMSTRONG Project: SEATAC LIGHTING --AIR Table of Contents System ID Qty Model No Description Page RTU 1 ZGA036S4BS1Y Package Gas 3 -2- Project: ATAC LIGHTING ALL e!E!iD Model N mEber: ZGA 36S BS1Y ZGA036S4BS1Y Cooling Performance Gross Total Capacity 35,800 btu Gross Sensible Capacity 26,134 btu Efficiency (at ARI) 10.70 EER 13.00 SEER Total Air Supply 1200 cfm Outdoor DB Temp 95.0 °F Entering DB Temp 80.0 °F Entering WB Temp 67.0 °F Leaving DB Temp 59.8 °F Leaving WB Temp 57.7 °F Heating Performance Heating Capacity Input 65,000 btu Heating Capacity Output 52,000 btu AFUE 80.0% Supply Air Performance Total Supply Air 1200 cfm External Static Pressure .50 in. w.g. Wet Coil and Gas Heat Static .02 in. w.g. Pressure Option Static Pressure .05 in. w.g. Blower Type Belt Blower speed 950 RPM Power Input .34 Bhp Motor Rating 1 hp Electrical Data Power Supply 208 volts 3 Phase 60 Hertz Total System Ampacity 17.0 Amps Maximum Fuse Size 25 Amps Cooling and Air Flow adjusted for 208 volt operation Weight Base Unit Weight 484 Ib Weight of options 171 Ib Total Weight 655 Ib Plan ID: RTU Quantity: 1 Options Selected • 1 hp blower motor with Drive Z01 (678 - 1035 rpm) • Z1CURB10A-1 - Standard 14 in. Height (92W50) • CISNSR64FF1 - Single Enthalpy Control (53W64) • Z1 ECON30A-1 - Economizer - With Barametric relief Dampers and Exhaust Hood (Downflow) (98W09) -3- ,ALL ED Project: SEATAC LIGHTING Model Number: ZGA036S4BS1Y Commercial Gas Package Unit • Quick and Easy Retrofit - Fast installation for replacement of many existing rooftop units - fits high volume competitor's roof curbs • R-410A Refrigerant - Environmentally friendly • Scroll Compressors Single speed scroll compressor • Eco-IastTM Coil System -Condenser coil features lightweight, all aluminum brazed fin construction. • High Pressure Switch Protects compressor • Belt Drive Blower Motor - to maximize air performance • Two Fork Lift Slots on Three Sides - Easy to pick up and transport units from almost any angle • Corrosion -Resistant Drin Pan - Provides application flexibility, durability, improved serviceability and meets ASHRAE 62.1 requirement for drain pan slope. WARRANTY • Limited warranty on aluminized heat exchanger of 10 years • Limited compressor warranty of 5 years • Limited three years on the Eco-IastTM Coil System Plan ID: RTU Quantity: 1 -4- ALL ED Project: SEATAC LIGHTING Commercial Model Number: ZGA036S4BS1Y Plan ID: RTU Quantity: 1 Corner Weights (Ibs. AA -Base AA -Max BB -Base BB -Max CC -Base CC -Max DD-Base DD-Max 124 142 _ 115 146 117 129 127 125 Center of Gravity (in. EE-Base _ EE-Max FF-Base FF-Max 39.5 37.5 23.25 25 Base Unit - The unit with NO OPTIONS. Max. Unit - The unit with ALL OPTIONS Installed. (Economizer, high heat, largest blower motor, etc.). BOTTOM POWER ENTRY Holes required for Optional Bottom Power Entry Kit Threaded Conduit Fittings (Provided in Kit) Wire Use Hole Diameter Required in Unit Base (Max.) A 1/2 ACC 7/8 (23) B 1/2 . 24V 7/8 (23) C 1/2 POWER 1-1/8 (29) 36-7/8 (937) 45-1/4 (1149) 25-5/8 (651) AA I 47 1/4 (1200) BASE 161/8 (4 i 0)13-5/8 jl (346) 1 1 —► (25) (25) 47-1/4 BASE (1200) END VIEW 11-1/8 (283) DD POWER ENTRY 1 (25) Either side 3-1/2 (89) 24-9/16 (624) 44- A H+H B BOTTOM POWER ENTRY (See Table) 75-7/8 CENTER r BOTTOM OF RETURN GRAVITY L AIR OPENING T 1 BOTTOM SUPPLY FF AIR I IOPENINGI L J 5-1/8 BB (130) 10-7/8 —(276) O\O LIFTING HOLES (For rigging) 12- /8 (308) EE (1927) TOP VIEW (Base) FRONT VIEW 3-1/2 (89) TYP. 29 (737) 17-3/4 (451) 5-3/4 (146) CC t-5-1/8 (130) 11 7/8 5-9/16 (141) CONDENSATE / i z (302) OUTLET z E (654)4 \6-1/4 i HORIZONTAL (159) SUPPLY J. 5-3/4 5-3/4 (146 • • (146 8-3/8 (213) 6-1/2 (165) 17-3/8 (441) 27 (686) 31 (787) END VIEW 10-7/8 (276) -5- Project: ATAC LIGHTING ALL ! e!l. i® Model N mEber: ZG 036S BS 1 Y UNIT CLEARANCES - INCHES (MM) UNIT WITH DOWNFLOW ECONOMIZER Plan ID: RTU Quantity: 1 j OUTDOOR AIR HOOD III -4D- — � N��?, :.::�� -o- B—► UNIT WITH HORIZONTAL ECONOMIZER i HORIZONTAL 1/ OUTDOOR AIR HOOD -,l— D —mi• -41— B —0► %ram � ,: ,... ` .0.. �. i ' Unit Clearance A B c Downflow c Horizontal D Top Clearance in. mm in. mm in. mm in. mm in. mm Service Clearance 36 914 36 914 36 914 60 1524 36 914 Unobstructed Clearance to Combustibles 36 914 1 25 1 25 1 25 1 25 Minimum Operation Clearance 36 914 36 914 36 914 60 1524 36 914 NOTE - Entire perimeter of unit base requires support when elevated above the mounting surface. ' Service Clearance - Required for removal of serviceable parts. Minimum Operation Clearance - Required clearance for proper unit operation. -6- Project: SEATAC LIGHTING ALL eEiD M del Number: ZGA 36S BS1Y STANDARD ROOF CURBS - DOUBLE DUCT OPENING 1-3/4 (44) 38-3/4 (984) OPENING INSULATED FILLER PANELS (3) 42-1/4 (1073) 14 (356) BOTTOM POWER ENTRY TYPICAL FLASHING DETAIL FOR ROOF CURB GASKET (Supplied with Curb) PACKAGED UNIT BASE BOTTOM NAILER STRIP (Fumished) ROOF CURB (Extends around entire perimeter of unit) RIGID INSULATION (Field Supplied) COUNTER FLASHING (Field Supplied) CANT STRIP / (Field Supplied) ROOFING /MATERIAL gg° 44 Pal grit ev RETURN OPENING 1-3/4 (44) Plan ID: RTU Quantity: 1 20-114 (514) 14-7/8 (378) 3-5/8 (92) 20-1/4 (514) SUPPLY OPENING'' 13-718 (352) 32-1/16 (814) 70-7/8 (1800) 1-3/4 (44) NOTE - Roof deck may be omitted within confines of curb. DETAIL ROOF CURB 14 (356) 1.3/4 (44) 41 -- i 1 (25) FACTORY INSTALLED PERIMETER WOOD NAILER STRIP -.I 2 (51)14-- -7- Structural Drawings For: Sea Tac Lighting T.I. Client: ECCO Design Inc. 203 N. 36th St. Suite 201 Seattle, WA 98103 Table of Contents: • General Structural Notes • Partial Roof Framing Plan • Details • Calculations 8 January 2014 railSWENSON SAY 'FAG eT A STAUCflIGAL CNGIALTAiNGttOMONATICH: 2124 Third Avenue • Suite too • Seattle • WA 98121 Office 2o6.443.6212 fax 206.443.4870 p. 2-5 p. 6 p.7-8 p.9-10 i PE112 COPY REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 3 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 5 2014 PERMIT CENTER GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2009 EDITION). 2. DESIGN LOADING CRITERIA: ROOF ROOF LIVE LOAD 25 PSF MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER ENVIRONMENTAL LOADS SNOW Ce=1.0, Is=1.0, Ct=1.1, Pg=25 PSF, Pf=25 PSF SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS•NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 8. 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 USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL AND NOTES SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. 9. ALL STRUCTURAL SYSTEMS WHICH, ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. RENOVATION 10. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. 'DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. 11, CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 12. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. WOOD 13. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (4X MEMBERS) DOUGLAS FIR -LARCH NO. 1 AND BEAMS: MINIMUM BASE VALUE, Fb = 1000 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH OR HEM -FIR NO. 2 14. MANUFACTURED LUMBER, PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARDS NUMBER, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC-ES REPORT ESR-1387 USING DOUGLAS FIR VENEER GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: LVL (1.9E) Fb = 2600 PSI, E DESIGN SHOWN ON PLANS FOR PSL, LVL, BY THE WEYERHAEUSER CORPORATION. SUBJECT TO REVIEW AND APPROVAL BY ALTERNATE JOIST HANGERS AND OTHER SHOWN PROVIDED THEY HAVE ICC CAPACITIES. ALL JOIST HANGERS AND SIZE WITH MEMBERS PROVIDED. = 1900 KSI, Fv = 285 PSI AND LSL IS BASED ON LUMBER MANUFACTURED ALTERNATE MANUFACTURERS MAY BE USED THE ARCHITECT AND STRUCTURAL ENGINEER, HARDWARE MAY BE SUBSTITUTED FOR ITEMS APPROVAL FOR EQUAL OR GREATER LOAD OTHER HARDWARE SHALL BE COMPATIBLE IN MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. 15. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD. ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS. 16. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2013. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS CONNECTED. 17. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8d 2-1/2" 0.131" 1od 3" 0.148" 16d BOX 3-1/2" 0.135" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 18. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AF&PA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT. ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4" O.C. EACH SIDE JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO CONCRETE BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS. C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER. UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER UNLESS OTHERWISE NOTED. i c r�... I &44 E rtmSWOFAGET A STRUCTURALENSENGINEERINGNSAY CORPORAT{ON Seattle: 2124 Third Avenue • Suite 100 • Seattle - WA • 98121 Tet: 206.443.6212 Fax: 206.443 4870 Tacoma: 934 Broadway • Suite 100 . Tacoma • WA • 98402 Tel: 253.284.9470 Fax: 253.284.9471 !i4 I f1 ^! a • AKt.' AL• '.� h, /144 Dato Or%fP-10.1FI Praj. No. Design Sheet SWENSON SAY FAGET A STRUCTURAL ENGINEERING CORPORATION Seattle: 2124 Third Avenue Suite 100 • Seattle • WA • 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100 Tacoma • WA • 98402 Tel: 253.284 - 9470 Fax: 253.284.9471 Project �aLa Cia Sao -ZQ r Q Proj. No. Design 7 Sheet T SWOFAGET A STRUCTURENSAL ENGINEERINGNSAY CORPORATION Seattle: 2124 Third Avenue • Suite 100 • Seattle . WA • 98121 Tel: 206.443.6212 Fax: 206 443 •4870 Tacoma: 934 Broadway • Suite 100 • Tacoma • WA . 98402 Tel: 253.284 9470 Fax 253 •284.9471 : ..,.' 11 - Project Proj. No. ` W) Design Sheet raSWOFAGET A STRUCTURAENSL ENGINEERINGNSAY CORPORATION Seattle: 2124 Third Avenue • Suite 100 • Seattle • WA • 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100 • Tacoma WA • 98402 Tel: 253.284.9470 Fax: 253.284 •9471 Profect 5-14/15 Oi�aip-zo"l—A ' Proj, No. Design Sheet Pc 2AD /IA `72D jam =9104 st •L. '11 °Y5-P4, Li'x lln L-VL t y. 411 r/g g Za�tZ•17A ,fhq gAZed �o f� /14: 2 534,3' ` P. . 50" 1,4x, 217/1 t "' Iz 4I.., `�tG4,sD g .l :Zed b`7cd L-tll 1 /'04(Cks' 3-• 44 Flo 151; TfSWOGET A STRUCTURALENSENGINEERINGNSAYFACCORPORATION Seattle: 2124 Third Avenue • Suite 100 • Seattle • WA • 98121 Tel: 206.443.6212 Fax: 206.443.4870 Tacoma: 934 Broadway • Suite 100 • Tacoma • WA • 98402 Tel: 253.284.9470 Fax: 253.284 •9471 Protect bate Proj. No. , JLt(4./ Design Sheet PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0029 PROJECT NAME: SEA-TAC LIGHTING SITE ADDRESS: 4439 S 134 PL X Original Plan Submittal Response to Correction Letter # DATE: 01/15/14 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: A-s L Building Division Public Works n Fire Prevention Structural IN n Planning Division Permit Coordinator 1 PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 01/16/14 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 02/13/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials: 12/18/2013 SUMNER HEATING INC Page 1 of 2 Washington State Depattnttent of Lab©r & industries SUMNER HEATING INC Owner or tradesperson HACKER, SCOTT MATTHEW Principals HACKER, SCOTT MATTHEW HACKER,MELISSA PATTERSON, RICK (End: 03/01/2011) Doing business as SUMNER HEATING INC WA UBI No. 603 090 564 PO BOX 1310 GRAHAM, WA98338 253-405-7165 PIERCE County Business type Corporation Governing persons MELISSA ANN HACKER SCOTT MATTHEW HACKER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties HeatingNent/Air-Conditioning and Refrig (HVAC/R) License no. SUMNEHI973CC Effective — expiration 02/03/2003 — 03/01/2015 Bond United States Fire Insurance Co Bond account no. 615981644 $6,000.00 Received by L&I Effective date 01/28/2013 01/24/2013 Insurance Western Heritage Ins Co $1,000,000.00 Policy no. SCP0888923 Received by L&I Effective date 02/21/2014 02/21/2012 Expiration date 02/21/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603090564&LIC=SUMNEHI973CC&SAW= 04/21/2014 8'-0" EXISTING RAMP 39'-8 1 /2" A.GRAM SEPARATE PERMIT REQUIRED FOR: 0 Mechanical REtectrical Plumbing Gas Piping 4G DIVISION 1 INSTALL EXIT SIGN INSTALL EXIT SIGN POWER Et LOW VOLTAGE PLAN 1 /4" = 1-0" REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. CT 18 22 23 22 20 18 18 24 27 30 32 33 33 34 3 35 5 35 36 36 6 38 39 37 33 28 29 32 36 40 41 40 42 4 43 44 47 51 46 :2 37 31 34 29 34 25 32 39 45 40 46 46 45 50 51 48 5 53 5 50 54 48 3 52 9 49 1 49 52 47 50 57 52 55 51 48 43 39 46 51 55 57 5 57 57 55 52 48 45 45 47 45 42 37 24 30 19 25 31 21 28 33 23 30 33 19 25 28 37 45 39 45 51 55 51 55 57 5 57 5 58 57 7 54 141, 0 45 6 54 49 41 38 38 34 38 32 38 36 31 29 28 24 34 29 26 22 21 18 40 46 40 45 37 42 32 34 50 52 47 47 43 42 36 35 54 5 4 37 3 54 53 52 45 37 2 47 42 6 35 8 44 7 43 3 40 5 33 38 33 34 33 30 28 $f LUMENS DIAGRAM 1/4" = 1-0" 28 22 29 21 NOTES: 1. SEE REFLECTED CEILING PLAN ON SHEET A5 FOR FIXTURE LAYOUT it SCHEDULE. 2. EGRESS LUMENS FOR AREA OF WORK SHOWN. EGRESS LUMENS FOR REMAINDER OF BUILDING PERMITTED PREVIOUSLY. 18 15 16 13 15 12 10 POWER & LOW VOLTAGE GENERAL NOTES 1. CIRCUITING OF RECEPTACLES SHALL BE NO MORE THAN TWO FOURPLEX RFECEPTACLES PER CIRCUIT AND FOUR DUPLEX RECEPTACLES PER CIRCUIT, UNLESS NOTED OTHERWISE. CIRCUITING OF FOURPLEX RECEPTACLES TO BE SEPARATE FROM DUPLEX RECEPTACLES, AND DESIGNATED AS A "COMPUER RECEPTACLE" CIRCUIT. RECEPTACLES NOTED WITH HEIGHT INDICATE HEIGHT ABOVE FINISHED FLOOR. UNLESS NOTED OTHERWISE, INSTALL ALL RECEPTACLES/DEVICES AT +18". 3. RECEPTACLES NOTED WITH "D" ARE TO BE ON A DEDICATED CIRCUIT. 4. AT ALL COMMUNICATIONS OUTLETS SHOWN, WHERE TWO JACKS ARE SHOWN, CONNECT ONE TO DATA AND ONE TO PHONE SYSTEM. WHERE ONE JACK SHOWN AT FAX MACHINE, CONNECT TO PHONE ONLY. WHERE ONE JACK SHOWN AT ALL OTHER LOCATIONS, CONNECT TO DATA ONLY. LEGEND 0 DUPLEX RECEPTACLE. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 23 014 City of ila BUILDING ' ISION FILE COPY Permit No. AO'1 Plan review approval Is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ounce. Receipt of approved Aoki Copy and ocn ions isadcnowledged: Date ri2f(2a/y City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 5 2014 PERMIT CENTER UMENS DATE: 12/162013 REVISIONS: