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Permit D04-167 - MUSEUM OF FLIGHT - TICKET PAVILION
MUSEUM OF FLIGHT TICKET PAVILLION 9404 EAST MARGINAL WY SOUTH D04 -167 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z i• i- i- No.: 3324049019 Permit Number: D04-167 • w Address: 9404 EAST MARGINAL WY S TUKW Issue Date: 07/16/2004 Suite No: Permit Expires On: 01/12/2005 6 v O 0 Tenant: co w 0 Name: MUSEUM OF FLIGHT - TICKET PAVILLION W H Address: 9404 EAST MARGINAL WY S, TUKWILA WA cn O w Owner: 2 Name: KING COUNTY MUSEUM Phone: g5 Address: 9404 E MARGINAL WAY S, SEATTLE WA , D =w Contact Person: z W z Name: JULIE LATON Phone: 206 808 -7877 ? 0 Address: 1201 THIRD AV, STE 2350, SEATTLE WA w w Contractor: v o Name: SELLEN CONSTR CO INC Phone: 206 - 682 -7770 0 N Address: PO BOX 9970, SEATTLE, WA o H Contractor License No: SELLEC *372ND Expiration Date:06 /01/2005 = 0 DESCRIPTION OF WORK: 0 PLACING A TICKET PAVILLION ON SITE. ADDING TWO ADA ACCESSIBLE RESTROOMS AND 2 DOORS TO THE W o PAVILLION. H z PUBLIC WORKS ACTIVITIES INCLUDE: WATER SERVICE LINE WITH BACKFLOW PROTECTION, SANITARY z H SIDE SEWER, AND SAWCUT& REPAIR OF EXISTING ASPHALT PARKING LOT. Value of Construction: $83,318.70 Fees Collected: $2,729.14 Type of Fire Protection: NONE Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 16 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Profit: N Water Main Extension: Water Meter: N N Private: Public: Non - Profit: N Public: doc: Devperm D04 -167 Printed: 07 -16 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. 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 • 1 truction o e pe • manc- •f wor . authorized to sign and obtain this development permit. Sign • ture: = - �� _.G %� Date: 7 49- Print Name: .. _ g, This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm D04 -167 Printed: 07 -16 -2004 �. za�:,. sa ;-dtEi'A:.- :,;i..:.r:r= 4i.+:'u. •..:hVw.V:1+::.Kn:i�i,;;ia'.i City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3324049019 Permit Number: D04 -167 Address: 9404 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 05/20/2004 Tenant: MUSEUM OF FLIGHT - TICKET PAVILLION Issue Date: 07/16/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 8: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 9: 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. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 12: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) 13: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. doc: Conditions D04 -167 4i%<1e.Y Iv Printed: 07 -16 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 14: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 15: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 16: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 17: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 18: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 19: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1900. 20: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72, 5- 1.4.2) 21: Local U.L. central station supervision is required. (City Ordinance #1900) 22: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1900) 23: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 24: Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1900) 25: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 26: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 27: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 28: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 29: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 30: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 31: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 32: Any material spilled onto any street shall be cleaned up immediately. doc: Conditions 747:r 41. D04 -167 Printed: 07 -16 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 33: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. * *continued on next page ** doc: Conditions D04 -167 Printed: 07 -16 -2004 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them 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 regulating construction or the performance of work. Si na i �� /BP 9 Print Name: 1/- as outlined. All provisions cancel the provision of any Date: of law and ordinances other work or local laws doc: Conditions D04 -167 Printed: 07 -16 -2004 CITY OF TUKWIC T Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Site Address: Tenant Name: 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 ** King Co Assessor's Tax No.: .3304 V— ?a/9 Suite Number: r- Floor: ,-- New Tenant: D .... Yes i.No Property Owners Name: /,l /, U7 / /l/f f /17/ //1 //1 Mailing Address: �4 /y f , 4 k4'/ /4 S 1(2/4 4(/ eft City State Zip Name: (k/i/ %/ /41 %�� Day Telep one: 7,GU; .7J 77 Mailing Address: /&<2/ �,, 22" 1/C/ (1517/:;--/ 2r (SZ-2 QS70i. //27 71e; City E -Mail Addres . /4"/ P i?5://2 4,7/ .,74,:<y:/-) Fax Number: GENERAL CONTRACTOR • INFORMATION. State Zip Company Name: ( \S2 /�F/� �%y,2 /�ST��i /��j) Mailing Address: 22_7 0415- L, � AV°/ Contact Person: (57417/6:2 E -Mail Address: CYc Uef.: / G e& /�c /) •��/Al g / / 2 %/(r/ 7 City // State Zip Day Telephone:lo7/ ;2 get.5 ' 7/1 Number: 47 /X' %' ` 7Zz1 Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ENGINEER OF RECORD All plans must be wet stamped by Engineer of Record Company Name: /?) //( /' ' ), Mailing Address: 4 :770 I /� /j1 /ire", t 5 Contact Person: //1/„l/ l/` ce / // d�/-- %-7 //2/4,// City tate Zip Day Telephony :r 7-5.9 C73. /7 E -Mail Address: Fax Numbed �5J) tf"0 \applications \permit application (3.2003) 3/2003 Page 1 Valuation of Project (contractor's bid price): $ ' /7 Z.9Z Scope of Work (please •rovt a d tailedd • form ion): /.mil` ..- /' ' • F.� //� i v �' T Ar Existing Building Valuation: $ Will there be new rack storage? 0 ..Yes .. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 ....Yes 0 ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: //9--- ❑..Sprinklers 0..Automatic Fire Alarm `[]..None 0.Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 ..Yes ❑ ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 3/2003 Page 2 Existing Interior Remodel Addition to Existing Structure New eww Type of Construction UBC Type of Occupancy per UBC 1" Floor eL / \ /prier / V / U ,Q �c-•1 ' 2" Floor 3rd Floor. Floors. thru Basement Accessory Structure* Attached Garage, Detached Garage Attached: Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 ....Yes 0 ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: //9--- ❑..Sprinklers 0..Automatic Fire Alarm `[]..None 0.Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 ..Yes ❑ ..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. \applications \permit application (3.2003) 3/2003 Page 2 Scope of Work (please provide detailed information): Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet W er District ...Tukwila ❑... Water District #I25 ❑ ...Water Availability Provided ❑ .. Highline ❑ ...Renton Seyer District ...Tukwila ❑... Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. �ymitted with Application (mark boxes which apply): ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours Right -of -way Use - No Disturbance ...Construction /Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line )f ,, '1 ❑ ...Permanent Water Meter Size... WO# ❑...Temporary Water Meter Size.. WO# ❑...Water Only Meter Size WO# ❑ ...Sewer Main Extension Public Private ❑...Water Main Extension Public Private ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip \applications \permit application (3.2003) 3/2003 Page 3 MEGIIANICSVCQN;114Cir.OR r■Ir9.111■10101\11,1 14/72-7 Company Name: Mailing Address: Contact Person: E-Mail Address: City State Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: Commercial: New .... 0 Replacement .... 0 New ....0 Replacement .... 0 Fuel Type: Electric Ej Gas ....D Other: indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler/Compressor: Qty Furnace<100K BTU Air Handling Unit >=10,000 CFM Other Mechanical Equipment 0-3 HP/100,000 BTU Furnace>IOOK BTU Evaporator Cooler 3-15 1{P/500,000 BTU Floor Furnace Ventilation Fan 15-30 HP/1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30-50 HP/1,750,000 BTU Appliance Vent Hood 50+ HP/1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <=10,000 CFM Incinerator — Comm/Ind ',PERMITAITLICAT,ION NOTES — Applicable to all permits in this application , Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY 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. 13UIL,IN ly)RU1-11 ED GENT: ) Sinature: " Pr ? nt-Na‘: Mailing Address: /',/ 14721/ A Date: 2%2 Day Teleph 7177 clak City State Zip Date Application Accepted: -2O— fJL71 I Date Application Expires: Staff Initials: 1applications\permit application (3.2003) 3/2003 Page 4 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: Address: Suite No: Applicant: RECEIPT 3324049019 9404 EAST MARGINAL WY S TUKW MUSEUM OF FLIGHT - TICKET PAVILLION Permit Number: Status: Applied Date: Issue Date: D04 -167 APPROVED 05/20/2004 Receipt No.: Initials: User ID: R04 -00889 SKS 1165 Payment Amount: Payment Date: Balance: 1,269.75 07/16/2004 09:09 AM $0.00 Payee: MUSEUM OF FLIGHT TRANSACTION LIST: Type Method Description Amount Payment Check 35459 ACCOUNT ITEM LIST: Description 1,269.75 Account Code Current Pmts BUILDING - NONRES PW BASE APPLICATION FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000/322.100 000/322.100 000/342.400 000/345.830 000/386.904 877.25 250.00 69.00 69.00 4.50 Total: 1,269.75 •:,..2801 07/16 9716 TOTAL 1269.75 doc: Receipt Printed: 07-16-2004 t. City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT H re 2 Parcel No.: 3324049019 Permit Number: D04-167 6 o Address: 9404 EAST MARGINAL WY S TUKW Status: ISSUED rn 0 Suite No: Applied Date: 05/20/2004 u) w LU Applicant: MUSEUM OF FLIGHT - TICKET PAVILLION Issue Date: 07/16/2004 H. N u. w 0 Receipt No.: R04 -01087 Payment Amount: 47.00 u_ u) d Initials: BLH Payment Date: 08/18/2004 12:53 PM H w User ID: ADMIN Balance: $0.00 Z H i— O Zi- w uj Dp U O N. o 1 Ill w H0 Type Method Description Amount LL ~O Payment Cash 47.00 LLiN U= O I— Z Payee: CRAIG PARSONS TRANSACTION LIST: ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 47.00 Total: 47.00 4059 08/19 9716 TOTAL 47.00 doc: Receipt Printed: 08 -18 -2004 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3324049019 Permit Number: D04 -167 Address: 9404 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 05/20/2004 Applicant: MUSEUM OF FLIGHT - TICKET PAVILLION Issue Date: 07/16/2004 Receipt No.: R04 -01115 Payment Amount: 17.25 Initials: LAW Payment Date: 08/23/2004 10:09 AM User ID: 1630 Balance: $0.00 Payee: MCKINSTRY CO TRANSACTION LIST: Type Method Description Amount Payment Check 6953 ACCOUNT ITEM LIST: Description 17.25 Account Code Current Pmts PW ADDL PERMIT /INSP FEE 000/342.400 17.25 Total: 17.25 4100 08/24 9716 TOTAL 17.25 doc: Receipt Printed: 08 -23 -2004 ati: .. �t' L^: i::: l^ dd3i». s.;.''( r'.,,.•. aii.'•;. in+ �i':': i�. �d,: r .�::nkr'`i;ds.i�ik:ai:i;.a. =..' r,� �., ;, rai iuL ,' r• i�.. �" ��na: sr. h•-.:.. r,: frn`+ Y* �ei1t.:.Y:k.i.:Kr «�.y.S;.t:t; City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: Address: Suite No: } Applicant: RECEIPT 3324049019 9404 EAST MARGINAL WY S TUKW MUSEUM OF FLIGHT - TICKET PAVILLION Permit Number: Status: Applied Date: Issue Date: D04 -167 APPROVED 05/20/2004 Receipt No.: Initials: User ID: R04 -00883 SKS 1165 Payment Amount: Payment Date: Balance: 886.25 07/15/2004 11:48 AM $1,269.75 Payee: MUSEUM OF FLIGHT TRANSACTION LIST: Type Method Description Amount Payment Check 34751 ACCOUNT ITEM LIST: Description Account Code 886.25 Current Pmts BUILDING - NONRES 000/322.100 886.25 Total: 886.25 07/16 9716 TOTAL. 886.25 doc: Receipt Printed: 07 -15 -2004 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: Address: Suite No: Applicant: 3324049019 9404 EAST MARGINAL WY S TUKW TICKET PAVILLION RECEIPT Permit Number: Status: Applied Date: Issue Date: D04 -167 PENDING 05/20/2004 Receipt No.: Initials: User ID: R04 -00609 SKS 1165 Payment Amount: Payment Date: Balance: 573.14 05/20/2004 11:13 AM $886.25 Payee: MUSEUM OF FLIGHT TRANSACTION LIST: Type Method Description Amount Payment Check 34529 ACCOUNT ITEM LIST: Description Account Code 573.14 Current Pmts PLAN CHECK - NONRES 000/345.830 573.14 Total: 573.14 .1 1.4 05/20 971.6 TOTAL 573.14 doc: Receipt s'A4.f ..t i1 4y-i vE'S'r7n 14,1;4:1, Printed: 05 -20 -2004 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERM) /pis (206)431 -3670 Pr ' ct: wie�, 14.-'v Type of Inspection: i- 1N o, i %l A1e1 O t Called: , e - Special Instructions: ��� U: Date Want . 1 .m. Z., Z.• 0 Let . . • '� Requester: C��� Ph �ne � - - -No 3 l Approved per applicable codes. COMMENTS: Corrections required prior to approval. v CO wi Inspector Date: 9'd? -UZI 17 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • • _., INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 `INSPECTION RECORD Retain a copy with permit PER (206)431 -3670 Pro'ect: Yl/4:aLfl/t Type of Ins cttb Ad ss: 4- cmi �1 J Date I _Cal ed. (4oq S eciI Instrtions: at Wanted: VIp (�, a.m. Requester: .ivy, r )c) 4 P n-O 9Q 18•(k v _7 1 aApproved per applicable codes. Corrections required prior to approval. COMMENTS: ) T I _ {{, J -i-�1 ���Gt`t'e 1 Wet-- rkr `' Li 1, w- CA+ ,a Uct 4r,�r 1-e 4 111 Stt_V MB f kno4 t r 10,4'i- Irno W15 9 -) 41i , g.-F . v'et.er 4),r-ek, St nce('-D v- \0-E- P .CA r Ou w, 3) .ivy, r )c) 4 rv-7-1 ci lat,v r 61A X Pv 4 fl i r S • ' I1 au•-el 1 '' llr�m -\"hvvv\� ..\ c i \r y\ \ (1 GL ,. to mc� � t A.- f -� j 0{-1 Q0 J r A le, ok ( (P `� v tAA l C',1 p io v m 1 �[��.P 1-P lM pprci Y (�, �K- ) U. G. ' v A i � t�1 y\ • , 0 oVl(-e(!�' � • �1� t Rt 1 ck It �' ` 1 10 C 1� S G r /! -- 1 I loo I i s ( re l)Nn`OrV.o[ vLA',`P c)c,,✓,Di -ed Inspector: - `' Date: Q s � --C Y-f MB $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. 'CITY OF TUKWILA BUILDING DIVISION .6300 Southcenter Blvd., #100, Tukwila, WA 98188 3) t -1 lv 7 Project: I451' L)W\ c)-C-- VI( Address:.. Special Instructions: Approved per :applicable 'codes. COMMENTS::. Irrw,n G4c4 Inspectors (206)431 -3670 Type of Inspection: QPcla Date Called: Date Wanted: Requester: Phone No: Corrections required prior to approval. ∎-e-H e r- tt r e c( C Ovtr ye--o ti Date: (1. t' 3 -0-1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid att300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 1� INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P ect: _ jc (4 ihoGctRA A Typg of Inspectipn: ( a); (-k4,CA-4: Address: D F . �ii�• LAX , I ate C Iled: �J / , g(i t 01 Special Ins'tructions��� J (� Vu P 71414126A-- Date Wanted: Y fi—V 0 q P.m. Requester: ., P� Phone No: 2D ....-7,969....3,a Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: t 1' _, AL L., • f r v - 0 $47.0 • • IN PECTION j • E REQUIRED. Prior to inspection, fee must b- paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. ti Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 7�ii 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Prpj�ct v la r r li, 1 lc Ie of I p(Avi I U � 111 � t", d �K.��i �✓ Address: y l A ' 1 `I J,ate Call d Special Instructions:.2 ( 1/°24 ,p ,1 i Date Wanted: s i n.m. Requester: (% s AIn I J Phone No: .-TQ- 1 Q ^-3 1 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 0 r------a q o “1/4., ., a o p Pd\hc cam` -- A)0 1-if /i', v c `- k✓1(GC L; I J .._J Date: _ a y .00 REINSPECTION EE REQUIRE, . Prior to inspection, fee must be d at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER ( 06)431 -3670 Project / 'ezeof / FL /./12-9 6 f , Inspecti n: 41.11, / Address' G � / !� ` Wry Date Calle . Special Instructions: Date Wanted: -- m D 1 c I Requester: Phone No: 11.11 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector•, Date,.+ 62 El $47.10 REINSPECTIOKI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPEC N NO. PE MIT • " CITY OF TUKWILA BUILDING DIVISION *� i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .. _. (206 431 -3670 P • ct: 0,9e 0A J 4 eu-.--454 Qkv'gII. Type of In eectibn: ''''k'+ -- : 0 ,:v�tr .o, d w Date Call d. ,S.. - Special In tructions: TiN& Date Wanted: : ` Requester c P (f--7S -3a--F1 Approved per applicable codes. RICorrections required prior to approval. COMMENTS: j) /4/ 4,14 ' �j r', , .� -�--•. ,,g,,, 12 oz. ) --;ti, 50,i( ‘....) i-rki-b-..--, ; „ 1.— Agi--ZIP i L,1-� ( � .d,.. / ,--,,i,*7c ../ /7 Date: 0�/ \ {�• // ( 1 — 1,S 7 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206)431 -3670 Pro• ct: J "i \A aty\ O% X' / Ic Type of Inspection: p i 1,6 �' v-P. -P"--- �( Address . `M�, , tJc\��9/ Date Called: ,. Special Ins V" A - tions� 1- Q. ��' • sI Date Wanted: ��/ a,m. p.m. Requester: Phone No: 2C6*- -')E-6-3.7 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1`,'(ay.ftS `}- .e.s-L\ I16 0 v‘ s; 4 n" C 0 si- folio b() ro lne l; r vl r Inspector: Date: 7-.3a- OLI El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 206)431 -3670 Project: { s /10Sfuv✓� �l tr_ni ' I �kC l�•P'� Type of Inspection: 'VU�,n(� • Vot-4-k r1 Date: Address: G-0) ' MrA✓c (O Date Called: -1-30`02( Special Instructions: I 1 Date Wanted: -7" 30, O`, a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector: _ j) c"- Date: ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro'ec : Type of Ins O,n:) ,..6 ;I, A d ss. O �- t lit D t. o Ca, lled: O 1/44 Specs I In truc ons: JJJ D to anted: a � Pr m. 3( Io Requester: di Ph ne No (2.a l9 -1 CP -3 ici Approved per applicable codes. Corrections required prior to approval. COMMENTS: `Ih /° Y C/ o/C • tp S/7f -i (a-) GK ,. P y 1/ Po W 92'1 ( i-AA_A/uR Ttc....,-,—. (I ( q 10 (f f = j C (A/4-%. A `r /Vain --r L •67 1 Inspector: Date: q2/.f Ei $47.00 REINSPECTION FEE REQUIRED. Prior to ins p ec ion fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z Z �W IC L JU O 0 CO 13 W = W 0 2 N a =W zl- W° uj U � O 1-- W U• J .. U= O ~ z kv) SS 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 Project: Pi vseL."%. oef 16/7/ Type of Inspection: 5010 .- r' Addre X4/4 q C iv 1J Date Called: �/e /0/ Special Instructions: 0' , f� i\ .L �v Date Wanted: 8136) 6 (-( a. m. Requester: j // (6r-1 (1 de Phone No:. ? 13 - y a �� 6 s 1Ca�- �"�.'L Approved per applicable codes. Corrections required prior to approval. COMMENTS: • 6,14 fd C 44A 17 3 �. 0 / l S o de. ri'Lifii, ,; -iv 1---0-tce crui. i , 1 ,c0,441.2,-", 1 Inspector: Date: ,A''��lQy ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: • SSS INSPECTION RECORD Retain a copy with permit Doy --107 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro)ect� C ���r J q ���`J� / held- Type of Inspection: � S Addr ss: , f Date Called: O/ VOY / Special Instructions: 11 y Date Wanted: VZ SA lV a.m. p.m. Requester: �n�� , /j'/ 411Tcel Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /9• .,.. .4,- i 3 ioVG 54- Mac ° , cv , /bit fro /s" 'r]'�� 11 y 6/C, / 7 /f) C � 5 l_`t w ° —der► /v/ k SaI d oil; 411Tcel j Gila! Di le_9 [/l/i(?D 0 Inspector: Date: /2;570 E] $47.00 REINSPECTION FEE REQUIRED. Prior t inspection, fee must be to schedule reinspection. paid at 6300 Southcenter Blvd., Suite 100. Ca Receipt No.: Dat 1FD 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 DO+ —I67 Project: fit, Museum of light Type of Inspection: hack -flow Preveivl -or Address: 9Date �0 E Ma Jina' Wy Called: S 8 -I8- O f-eL.v-ki-24 evA.ek_F-Icn,-) -1---c2-0- I Ala-it; ot(. Special Instructions: I Pavillion Date Wanted: $_ `l-d a.m. Requester: Coo / { E Phone No: 2D6 -793- • , 0ge Approved per applicable codes. ['Corrections required prior to approval. COMMENTS: eij 9/c) It (C \J Q-c-`( pM.. 17) aPl o4 Q,il (0 1 9/1-U Q r c,r� 0 14 , TA--,� �i., v o C TO `k. Q PA -tom 19, (cil 6f(. f-eL.v-ki-24 evA.ek_F-Icn,-) -1---c2-0- I Ala-it; ot(. Inspector: Date: sfr o� 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: J' '} INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit .) (:' /- /.: 7 Project: „ <, �. ;r' /. x . Type of Inspection: Address: F4 /eV Z.- /Jr>iZ6/ ( s Date Called: 7- /(- - 04/ Special Instructions: Date Wanted: a.m. 7- 19 -oV/ m: Requester:.. 1� /C'tC� A lC- ,.(� -L Phone No: % Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Sin Uort. -Plnnay..Pb( 10 iCI vt 5 Ri° v vv, ; i rt to c, -P v vin j -4. Cr, v 4 he -1 0 i-' ...51 . L. -f j- I, o L'A e Trroi--t- c d?\1 ■ rs, cke ex); k((i1. `,`) c I\ r- orOirA ovn \-P Rr,j d n-,, ,)PV Cavj ot-i Ne\ A (rcy),. /1 1(iv, Inspector^" Date: —7` `oi 02-/ ❑ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: PARTMENT .OF COMMUNITY, DEVE'GOPME! = B,ViLDI1G %rD t SIb7.t(ry�'3'= ��•'(�-.r,�5(:, tficent r d f:S • .�� .: llpTe+rsons ongs nwit , s � premi these ' k. i'�a3q ses Cti010v1 AME, /;TIT , RNING:; ,t is unlawful to'rcmove this notice Failure to comply with the requirements of this order or to cease activity ,,ry r, shall subject the,ofender to. a Civil Infraction Citation: Each civil infraction shall carry with it a monetary penalty of SlOO 00 * , first violation, $175.00 fora second violation;of the same nature or a contmuing;violation, and $250 00 forLa third o� rsubsequ�t , Yr violation of the same nature or a continuing violation: Chapter., 8.ukwila Municipal .Code .. .. .. •r ; it r�, d'h VI City of Tukwila Steven M. Mullet, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. 0041--/C,-? ' Project Name /r +v.5 V1�, Q lfil(111 ,4" 4 t i"R�'� fl►a�. Address Ll 3 0 & blew, 1; . Retain current-inspection schedule • Needs shift inspection Suite # 7/ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: /4 F4 Hood & Duct: Halon: Monitor: A-01- Pre -Fire: Permits: -fN ? Po -1/ s 1 1 Authorized Signature FINALAPP.FRM Rev. 2/19/98 Date T.F.D. Form F.P. 85 Ngadquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575-4404 • Fax: 206 -575-4439 • :1.,:.t.�:.' lug:;; Y. Nrw,. „...;rs.tAi:,alu::•rS:.L•: :•,” . . • FRI /SEP /03/2004 03:08 PM P. 002 SEP --03 -2004 12:14 MAYES TESTING ENGINEERS 4257451737 P.02/02 MAYES TESTING ENGINEERS, INC. rttr me. t. September 3, 2004 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Bill Rambo Re: Museum of Flight Pavilion 9404 East Marginal Way S Tukwila, WA MTE Project No. E3074 FINAL LETTER Permit No. D04.167 Evsnl Office 917.1341h Street SW Sulte A -1 Everett, WA 98204 ph 425,742,938o fax 425.745.1797 Tacoma Officio 10029 S, Tacoma Way Surf© E -2 Tacoma, WA 96499 ph 253.884,3720 fax 2515842707 Portland ONVas 7911 NE 33ta Drive Suite 190 Portland, OR 97211 ph 503.281.7516 fax 503.281,7579 Gentlemen: This Is to inform you that registered special Inspections have been completed for this project as per our reports, copies of which have been sent to you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for. Soil density testing Reinforced concrete We trust that this provides you with the information that you require, Should you have any questions, give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. Michael J. sr P.E. President Cc: Rich Peterson - Sellen Construction MJM.Jah RECEIVED SEP - 3 2004 DEPARTTM NT TnTOt to r;• MAYES TESTING ENGINEERS, INC. September 3, 2004 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Bill Rambo Re: Museum of Flight Pavilion 9404 Fast Marginal !Nay S Tukwila, WA MTE Project No. E3074 Gentlemen: RECEIVED SEP 0'7 2004' COMMUNITY DEVELOPMENT FINAL LETTER Permit No. D04 -167' udc Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent to you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform tq, the city approved drawings, or engineer approved changes. Special inspection was provided for: Soil density testing Reinforced concrete We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. Michael J. President es, P. Cc: Rich Peterson - Sellen Construction MJM:jah Y »: ri'fF�:i.�.'Vw'i+1��KA�i�.i.1.:. .`� �i.ii.: .<:\ie'i�l�%iG 2� f 1•� °�••_ PVC PIPE GRAVITY SEWER Page 1 of 2 < Log In To Download E- Brochure > > SCOPE 1 he specification with which J -N.1 Manufacturing's Rant! -flee _gravity' sear lope is manufactured deisvi t�d ojenks. requirements for Itnplast.icizexl pu1v\ inVl chloride (PVC) plastic pipe kith tntclr:rat b ll and p,, ,.';t i; +, 1t. , domestic SC .'<lize. RECEIVED AUG 202404 • PIPE 1 h pipe is suitable for gravity conveyance ol'sewage \clth Icss than 25 feet of internal head pressure. the corrosion resist. of ['VC.: enables a longer surface hie than most ether piping products. 'fhc bell consists ot'flit irlk .;t at Willi scx:ti(1n 1, itl< a !,. installed. solid cross section clastomcric ring that allows lt.1r expansion and contraction at each joint. :> JOINT DESIGN 'Mc joint design meets AS'I'iN4 1) 3212 performance testing requirements, thereby assuring a watertight joint not to exceed c infiltrationlextiliration of 50 gallons/inch diameter/mile/day. The g,tiskct for this joint assembly is made ()fan c1:;-:tomcric t compliance :with : \S'1'Ivt 1'477 > MATERIALS .TM's gravity sewer pipe meets the requirements or AS I M 1)3034 for pipe sizes 4" through l 5", and ASTM 1679 T -1 IA al thickness for r ize 18" through 27 ". > DEFLECTION CRITERIA When installed per our recomtnendal.ions; .1 -M's gravity sewer pipe will not exceed a long tcnu deflection limit. of 7.5% of cross sectional arca. > FLOW CHARACTERISTICS With a N4anning's "n" coefficient of 0.009, our smooth interior gravity sewer pipe pro\•ide..s the capability of using flatter g during installation or selecting smaller diameter sires than would be needed for other piping materials. > STANDARD LAYING LENGTHS Standard lacing lengths shall be 13 feet ( ±1 ") for all sires. 20 feet lengths also available for 41)1 35.( only select certain p please. call ) DIMENSIONS Nominal Pipe Size Outside Diameter ( OD ) SDR 35 , PS == 46 psi SDR 26 Heavy wall, Ps = I15 psi Min. (Ti) Lbs. /Ft. Min. (T) Lbs. /Ft: 4 4.215 0.120 1.1 0.162 1.4 6 6.2.75 0.180 2.4 0.2.11 3.1 8 8.400 0.240 4.2 0.323 5.6 10 10.500 0.300 6.6 0.404 8.8 12 12.500 0.360 9.5 0.481 12.6 15 15.300 0.437 14.3 0.588 18.9 18 18.701 0.536 21.5 - -- - -- 2.1 22.047 0.632 30.1 - -- - -- II II 0 II I http://www.jmpipe.com/sewer.html :i ';� "Y`F: «.. 8/19/2004 4.-M PVC PIPE GRAVITY SEWER I 24 11 24.803 11 0,711 11 38.2 II 27 27.953 0.801 45.3 Page 2 of 2 Notes: A. All dimensions are in inches unless specified otherwise, B. (SDR ) = Standard Dimension Ratio = OD T min. C. ( PS ) = Pipe Stiffness, ( T ) = Wall Thickness, ( Lbs/Ft ) = approximate Weight. D. Product information effective as of 7/00. Subject to revision at any time. Reference Specifications: A. ASTM F477 : " Elastomeric Seals ( Gaskets ) for joining Plastic Pipe B. ASTM F679 " PVC Lame Diameter Plastic Gravity sewer Pipe and Fittings " C. ASTM D1784 : " Specification for Rigid PVC Compounds and CPVC Compounds " O. ASTM D3034 : " Type PSM PVC Sewer Pipe and Fittings " E. ASTM D3212 : " Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals " http://www.jmpipe.com/sewer.html . • . ,.;', : : . Back to PRODUCTS 8/19/2004 J -M PVC PIPE SEWER FITTINGS Yif Page 1 of' 1 > SCOPE The specification with which J -141 Manufacturing's gravity seeder fittings are manufactured ciesigmacs general rcq tircnient: unplasticized polyvinyl chloride (PVC) plastic fittings with integral hell and :spigot joints for changes in direction and brine pipeline systems or domestic sewerage.. > PRODUCTS J -M provides numerous fitting shapes and configurations. These products range from fees. 4 Wyes. I e /Wc es_ 1)oiible �4 90 Elbows & Bends, 45 Elbows & Bends_ 22.5 l:?lbow &. Bends, increasers, Saddles. Caps & Plugs; and other accessories. > JOINT DESIGN The .joint design meets ri STML'1 1) 3212 performance testing requirements. thereby assuring a watertight joint not to cNcccd ai infiltration /eNfiliration of 50 gallons/inch diameter/mile/day 'File gasket t'ur this assemb1v is made in compitance ith F477. > MATERIALS .1 -M's sewer fittings meet the requirements of the ASTM.1)X0 4 (SI)R 35 controlled) for diameter sixes 4" through > FITTINGS 'these fittings are suitable for gravity conveyance of sewage with less than 25 feet of internal head pressure. The corrosion resistance of PVC enables a longer surface life than most other filing products. fl 11 sections consist of au integral \gall sec. . with a factory installed, solid cross section elastoinerie ring that allows for expansion and contriction at each joint. > FLOW CHARACTERISTICS With a .Manning's "n" coefficient of 0.009 for PVC material, our smooth interior sewer fittings provide higher flow capacity ether fitting Inaterials. • For Dimension inforination, please contact .i -Ivl Product Assurance at ( $00 ) 621 -4404 Back to PRODUCTS http://wwwjmpipe.com/fitting.html 8/19/2004 plastic piping standards ¶IBCa' Many commercial, industrial and governmental standards or specifications are available to assist the design engi- neer in specifying plastic piping systems. Standards most frequently referred to and most commonly called out in plastic piping specifications are ASTM Standards. These standards also often form the basis of other standards in existence. Below is a list and description of those stan- dards most typically applied to industrial plastic piping. ASTM Standard D -1784 This standard covers PVC and CPVC compounds used in the manufacture of plastic pipe, valves and fittings. It provides a means for selecting and identifying com- pounds on the basis of a number of physical and chemi- cal criteria. Conformance to a particular material classifi- cation in this standard requires meeting a number of min- imum physical and chemical properties. ASTM Standards D -2665 and D -3311 These standards provide the material and test require- ments as well as the fitting geometries for PVC -DWV (drain, waste and vent) fittings. These fittings are joined by threading or solvent cementing. ASTM Standard D -2466 This standard covers Schedule 40 PVC threaded and socket pressure fittings. Included in the standard are thread and socket specifications, by length, wall thick- ness, burst, material, quality and identification require- ments. ASTM Standard D -2846 This standard covers plastic hot and cold water distribu- tion system components made in one standard dimen- sion ratio. This includes a series of CTS (copper tube size) CPVC fittings meant for use with SDR 11 tube and plastic -to -metal transition fittings. ASTM Standard D -3309 This standard covers requirements, test methods and markings for polybutylene plastic system components made in one standard dimension ratio (SDR). These components include tube, compression fittings and plas- tic -to -metal transition fittings for use in hot and cold water systems. ASTM Standard D -3965 This standard covers ABS compounds used in the manu- facture of pipe and fittings. It identifies the chemical and physical properties of several ABS compositions based upon impact strength, deflection temperature under load and tensile stress at yield point. These properties identify the polymers or blends of polymers which make up this rigid thermoplastic material. ASTM Standards D -2661 and D -3311 These standards cover ABS -DWV (drain, waste and vent) by material and by physical configuration. These products are threaded or joined by solvent cement. ANSI /ASME B1.20.1 (American National Standards Institute) This specification details the dimensions and tolerances for tapered pipe threads. This standard is referenced in the ASTM standard for threaded fittings mentioned above. ANSI /NSF Standard 14 (National Sanitation Foundation) This standard provides specifications for toxicological and organoleptic levels to determine the suitability of plastic piping for potable water use. It additionally requires adherence to appropriate ASTM Standards and specifies minimum quality control programs. To meet this standard a manufacturer must allow third party certifica- tion by NSF to the requirements of this standard. ANSI /NSF Standard el This standard was developed by the National Sanitation Foundation and a consortium of organizations and indi- viduals interested in the control of potential adverse health effects from products added to the water. The actual testing is done by a third party to show compliance with the standard. NIBCO PVC &CPVC fitting products have been tested against and meet the requirements of ANSI /NSF Standard 61. • CSA (Canadian Standards Association) CSA tests piping products against Canadian standards. The standards require the products meet certain require- ments such as dimensions, strength and compatibility with potable water. Most products sold in Canada require the CSA listing. IAPMO (International Assocation of Plumbing and Mechanical Officials) IAPMO is responsible for the Uniform Plumbing Code (UPC). Products listed by IAPMO are tested by third party organizations and /or meet PS (Product Standards) or IS (Installation Standards) which are written by IAPMO. Listed products will contain the UPC or IAPMO- T (11/4" sizes for trailer use) logo. NIBCO INC., ELKHART, INDIANA, U.S.A. Page 5 material selection Thermoplastics and Elastomers ABS (Acrylonitrile- butadiene - styrene) Class 3- 2 -2 -2 -2 con- forming to ASTM D3965 is a time proven material. The smooth inner surface and superior resistance to deposit formation makes ABS drain, waste and vent material ideal for residential and commercial sanitary systems. The residential DWV system can be exposed in service to a wide temperature span. ABS -DWV has proven satis- factory for use from —40 °F to 180 °F. These temperature variations can occur due to ambient temperature or the discharge of hot liquids into the system. ABS -DWV is very resistant to a wide variety of materials ranging from sewage to commercial household chemical formulations. ABS -DWV is joined by solvent cementing or threading and can easily be connected to steel, copper or cast iron through the use of transition fittings. PVC (Polyvinyl Chloride) conforming to ASTM D -1784 Class 12454 -B, Formerly designated Type I, Grade 1, PVC is the most frequently specified of all ther- moplastic materials. It has been used successfully for over 30 years in such areas as chemical processing, industrial plating, chilled water distribution, deionized water lines, chemical drainage, and irrigation systems. PVC is characterized by high physical properties and resistance to corrosion and chemical attack by acids, alkalies, salt solutions and many other chemicals. It is attacked, however, by polar solvents such as ketones, some chlorinated hydrocarbons and aromatics. The max- imum service temperature of PVC is 140 °F. With a design stress of 2,000 psi, PVC has the highest long term hydrostatic strength at 73 °F of any of the major ther- moplastics being used for piping systems. PVC is joined by solvent cementing, threading or flanging. PB (Polybutylene) The newest of the polyolefin materials is excellent for hot and cold water systems. Polybutylene has a hydrostatic design stress rating of 1000 psi at room temperature. Tube is made to the requirements of ASTM D3309, grade PB2110. It is rated at 200 psi at 73 °F for continuous cold water service or 100 psi at 180 °F for hot water. Polybutylene can be joined by heat fusion or by use of wrot copper barbed fittings which allow for easy transition to other materials. CPVC (Chlorinated Polyvinyl Chloride) Class 23447 -B, for- merly designated Type IV, Grade 1 conforming to ASTM D -1784 has physical properties at 73 °F similar to those of PVC, and its chemical resistance is similar to or generally better than that of PVC. CPVC, with a design stress of 2000 psi and maximum service temperature of 210 °F has, over a period of about 30 years, proven to be an excellent material for hot corrosive liquids, hot and cold water distribution and similar applications above the temperature range of PVC. CPVC is joined by solvent cementing, threading or flanging. Polyethylene (PE) Polyethylene is perhaps the most common olefin materi- al. Because it is an olefin it cannot be joined with cements but must be assembled by mechanical means such as barbed insert fittings. PE is light weight, low cost, has excellent chemical resistance, low coefficient of fric- tion and is non - toxic. It is commonly used for the trans- port of cold water. Teflon® PTFE (Polytetrafluoroethylene) has outstanding resis- tance to chemical attack by most chemicals and solvents. PTFE has a temperature rating of —200 °F to + 500 °F. PTFE, a self - lubricating compound, is used as a seat material in NIBCO /Chemtrol ball valves. FPM (Viton® or Fluorel ®) (Fluoroelastomer) FPM is inherently compatible with a broad spectrum of chemicals. Because of this extensive chemical compatibility which spans considerable concen- tration and temperature ranges, fluorocarbons have gained wide acceptance as a material of construction for butterfly valve "O" -rings and seats. Fluorocarbons can be used in most applications involving mineral acids (with the exception of HCI), salt solutions, chlorinated hydro- carbons and petroleum oils. Ethylene - Vinyl Acetate (EVA) EVA is noted for flexibility and toughness even at low tem- perature. Due to the material composition of EVA, products cannot be joined by solvent welding. The fittings offered by NIBCO for use in irrigation systems must be joined by mechanical means such as threading or clamping. EPDM (EPT) EPDM is a terpolymer elastomer made from ethylene — propylene diene monomer. EPDM has good abrasion and tear resistance and offers excellent chemical resis- tance to a variety of acids and alkalines. It is susceptible to attack by hydrocarbons and is not recommended for applications involving petroleum oils, strong acids, or strong alkalines. Fluorel, a ° Reg.Trade Mark — 3M Corp. Viton, a m Reg.Trade Mark — E.I. duPont de Nemours Teflon, a ' Reg.Trade Mark — E.I. duPont de Nemours • Dnnn A AIIGnn IMI" CI VuADT IAIMAAIA II C A Do not use or test the products In this catalog with compressed air or other gasses. See NIBCO Chemtrol Chem•Alre literature for information about shatter - resistant ther- n.nnlontln nlninn cuclam cnaclllcaIIv designed for compressed air and nthnr npscac engineering data 17■118C PVC Schedule 40 Pipe & Pressure Fittings PVC Schedule 40 pipe and fittings are made for use in cold water systems where the temperature does not exceed 140 °F. PVC Schedule 40 fittings are made in compliance with ASTM D2466. Schedule 40 pipe meets the requirements of ASTM D1785. Both the pipe and fittings are manufactured from material conforming to ASTM D1784 and meeting cell Class 12454 -B. (20 ft. lengths) Schedule 40 *PIPE Dimensions and References NOMINAL PIPE SIZE NOM. OUTSIDE - DIAMETER (IN.) NOM. INSIDE DIAMETER (IN.) WALL THICKNESS (IN.) NOM. MIN. CROSSECTIONAL AREA (IN') INTERNAL AREA (IN.') 1' .840 .602 .119 .109 .270 .285 3/4" 1.050 .804 .123 .113 .358 .508 1" 1.315 1.029 .143 .133 .527 .832 1 '/4" 1.660 1.360 .150 .140 .712 1.453 1 1/2" 1.900 1.590 .155 .145 .850 1.986 2" 2.375 2.047 .164 .154 1.139 3.291 2'h" 2.875 2.445 .215 .203 1.797 4.695 3" 3.500 3.042 .229 .216 2.353 7.268 4" 4.500 3.998 .251 .237 3.351 12.554 6" 6.625 6.031 .297 .280 5.904 28.567 8" 8.625 7.942 .341 .322 8.887 49.539 10" 10.750 9.976 .387 .365 12.599 78.164 12" 12.750 11.889 .430 .406 16.662 111.015 'DO NOT THREAD SCHEDULE 40 PIPE. USE APPROPRIATE FITTINGS FOR A THREADED ASSEMBLY. FITTINGS' rr T-� I.D. Eqyuiveient to SCH•80 Pipe NOM. PIPE SIZE NOM. OUTSIDE DIA. SOLVENT SOCKET (HUB) FEMALE THREADS (FIPT) MALE THREADS (MIPT) MALE END (SPIG) WALL THICKNESS A B C' MIN D G MIN E F HMIN J' MIN K'MIN 1/2" .840 .848 .836 .688 .463 .072 .463 .840 .688 .136 .109 3/4" 1.050 1.058 1.046 .719 .482 .079 .482 1.050 .719 .141 .113 1" 1.315 1.325 1.310 .875 .574 .087 .574 1.315 .875 .166 .133 1' /4" 1,660 1.670 1.655 .938 .594 .098 .594 1.660 .938 .175 .140 1 1/2" 1.900 1.912 1.894 1.094 .594 .106 .594 1.900 1.094 .181 .145 2" 2.375 2.387 2.369 1.156 .610 .123 .610 2.375 1.156 .193 .154 2'h" 2,875 2.889 2.868 1.750 .932 .139 .932 2.875 1.750 .254 .203 3" 3.500 3.516 3.492 1.875 1.016 .160 1.016 3.500 1.875 .270 .216 4" 4.500 4.518 4.491 2.000 1,094 .194 1.094 4.500 2.000 .296 .237 6" 6.625 6.647 6.614 3.000 1,208 .280 1.513 6.625 3.000 .350 .280 8" 8.625 8.655 8.610 4.000 1.313 .322 1.723 8.625 4.000 .403 .322 10" 10.750 10.776 10.737 5.375 - - - 10.750 5.375 .487 .402 111" 12.750 12.765 12.700 6.875 - - - 12.750 6.875 .532 .465 'With excep ion of thread lengths, dimensions shown are isted in ASTM 0 -2466 for PVC Schedule 40 Fittings. 'NIBCO fittings may exceed certain minimum ASTM dimensional requirements shown in order to ensure functional satisfaction. MAXIMUM NONSHOCK OPERATING PRESSURE (psi) AT 73'F Nominal Pipe Size Schedule 40 PVC Socket End 'h 600 3/4 480 1 450 1 '/4 370 1 'h 330 2 280 2'h 300 3 260 4 220 6 180 8 160 10 140 12 130 As implied by the preceding, the pressure for PVC thermoplastic piping is a function of temperature. For pipe and fitting applications above 73'F, refer to the table below for Temperature Correction Factors. To deter- mine the maximum nonshock pressure rating at an elevated temperature, simply multiply the base pressure rating obtained from the table above by the correction factor from the table below. Below 73'F the pressure rating will be the same as the base pressure in the table above. Temperature Correction Factors Operating Temperature ('F) PVC 70 1.00 80 0.90 90 0.75 100 0.62 110 0.50 115 0.45 120 0.40 125 0.35 130 0.30 140 0.22 Valves, Flanges and Unions The maximum pressure rating for NIBCO valves, flanges, and unions, regardless of size, is 150 psi at 73'F. As with all other ther- moplastic piping components, the maximum non -shock operating pressure Is related to temperature. Above 100'F refer to the chart below. Maximum Operating Pressure (psi) vs. Temperature Operating Temperature ('F) PVC 100 150 110 135 120 110 130 75 140 50 :.ra..isJ.. tiff ':G4+''!•9::�?iura.iiS „yi.iir' ,pSULfd:,ty NIBCO INC., ELKHART, INDIANA, U.S.A. Page 85 engineering data '�_[oc®f ABS & PVC-DWV Pipe & fittings ABS - NIBCO ABS 5800 series fittings conform to the material and dimensions of American Society for Testing and Materials, ASTM D2661 and D3311. ABS pipe, meets the material requirements of ASTM D3965 and the dimensions of ASTM D2661. PVC -NIBCO PVC 4800 series fittings are manufactured to meet the material and dimensional requirements of ASTM D2665 and D3311. PVC pipe, is produced in compliance with ASTM D2665 and D1784. The above - listed products have been tested and inspected against the specifications listed above. Many of those prod- ucts have been listed by and contain the mark of CSA, IAPMO and NSF. For a current listing contact NIBCO INC. Pipe PIPE DIMENSIONS NOM. SIZE AVERAGE O.D. (IN.) AVERAGE I.D. (IN.) MIN. WALL THICKNESS (IN.) 1 1/4 1.660 1.380 .140 1 1/2 1.900 1.610 .145 2 2.375 2.067 .154 3 3.500 3.068 .216 4 4.500 4.026 .237 6 6.625 6.065 .280 8* 8.625 7.981 .322 10* 10.750 10.020 .365 12* 12.750 11.938 .406 *THESE SIZES ARE NOT COVERED IN ASTM D2661 DIMENSIONS OF NIBCO ABS & PVC DWV FITTING SOCKETS, THREADED ENDS AND MALE ENDS. SIZE 1 1 /a" 1 1/it 2" 3" 4" 6" 8" 10" 12" SOLVENT SOCKET (HUB) FEMALE THREADS (FI PT) AVERAGE A B 1.670 1.910 2.385 3.515 4.515 6.647 8.655 10.776 12.788 1.655 1.895 2.370 3.495 4.495 6.614 8.610 10.737 12.736 C (MIN) .688 .688 .750 1.500 1.750 3.000 4.000 5.000 6.000 D .75 .75 .75 1.20 1.30 1.50 2.00 2.20 2.38 MALE THREADS (MIPT) E .71 .72 .75 1.20 1.30 1.51 1.72 Hi_ F 1.660 1.900 2.375 3.500 4.500 6.625 8.625 10.750 12.750 H MALE END (SPIG) G (MIN) .75 .75 .81 1.56 1.81 3.06 4.06 5.06 6.06 H (MIN) .16 .16 .16 .22 .25 .28 .33 .36 .41 NIBCO INC., ELKHART, INDIANA, U.S.A. Page 83 i 1 1 installation instructions rNlBccr INSTALLATION INSTRUCTIONS INTRODUCTION One of the more important features of thermoplastics is the ease with which they lend themselves to a variety of fabricating tech- niques. This versatility, plus the wide selection of piping compo- nents now available, make possible fast and economical installa- tion, maintenance and modification of plastic piping systems. It is the objective of this section to provide instructions on the techniques of joining, maintaining and handling thermoplastics in order to permit maximum integrity of your piping system. Solvent Welding The generally preferred method of joining rigid thermoplastics such as PVC, CPVC & ABS is solvent welding. This process gives a stronger joint than threading and is also considered faster and simpler. Additionally, solvent welding permits the use of thinner walls when compared to threaded connections for equivalent pressure ratings. Threading Threaded joints are usually preferred when a piping system must be dismantled for occasional cleaning or modifications. Since threading results in a reduction in the effective wall thick- ness of the pipe, the pressure rating of threaded pipe is reduced to one -half that of unthreaded pipe, i.e., pipe joined by solvent cementing. This reduction in wall thickness resulting from threading can seriously affect the pressure carrying capability and mechanical strength of Schedule 40 or lighter pipe and therefore, only Schedule 80 or heavier pipe should be threaded when the pipe is to be used for pressure applications. Also, threading is not recommended for plastic pipe above 4 inches in diameter. STORAGE AND HANDLING OF THERMOPLASTIC PIPING COMPONENTS Thermoplastic piping components are designed and manufac- tured for use in systems involving the transport of aggressive liquids as well as potable water. In order to ensure their integri- ty, they must be handled with reasonable care prior to installa- tion. STORAGE Pipe When pipe is received in standard lifts it should remain in the lift until ready for use. Lifts should not be stacked more than three high and should always be stacked wood on wood. Loose pipe should be stored on racks with a minimum support spacing of three feet. Pipe should be shaded but not covered directly when stored outside in high ambient temperatures. This will provide for free circulation of air and reduce the heat build -up due to direct sunlight exposure. Fittings Fittings should be stored in their original cartons to keep them free of dirt and reduce the possibility of damage. If possible, fit- tings should be stored indoors. Solvent Cements And Primers CAUTION: SOLVENT CEMENTS AND PRIMERS ARE COM- POSED OF VARIOUS SOLVENTS AND AS SUCH REQUIRE SPE- CIAL CONDITIONS FOR STORAGE. BECAUSE OF THEIR FLAM- MABILITY THEY MUST NOT BE STORED IN AN AREA WHERE THEY MIGHT BE EXPOSED TO IGNITION, HEAT, SPARKS OR OPEN FLAMES. Solvent cements have a definite shelf life and each can and car- ton is clearly marked with a date of manufacture. Stock should be rotated to insure that the oldest material is used first. HANDLING Pipe and Fittings Care should be exercised to avoid rough handling of thermo- plastic pipe and fittings. They should not be dragged over sharp projections, dropped or have objects dropped upon them. Pipe ends should be inspected for cracks resulting from such abuse. Transportation by truck or pipe trailer will require that the pipe be continuously supported and all sharp edges on the trailer bed that could come in contact with the pipe must be padded. Solvent Cements and Primers DANGER: Extremely flammable. Vapor harmful. May be harmful if swallowed. May cause skin or eye irritation. Keep containers for solvent cements tightly closed except when in use. Avoid prolonged breathing of solvent vapors, and when pipe and fittings are being joined in partially enclosed areas use a ventilating device to attenuate vapor levels. Keep solvent cements, primers and cleaners away from all sources of igni- tion, heat, sparks and open flames. Avoid repeated contact with the skin by wearing proper gloves impervious to the solvents. Application of the solvents or cements with rags and bare hands is not recommended; natural fiber brushes and other suitable applicators can produce satisfactory results. IMPORTANT FACTS TO KNOW ABOUT ABS, PVC & CPVC SOLVENT CEMENT 1. ABS solvent cement should be used only for joining ABS pipe and fittings. PVC solvent cement should be used only for joining PVC pipe and fittings. CPVC solvent cement should be used only for joining CPVC pipe and fittings. 2. A good joint is as strong as the pipe, since the solvent chem- ically welds the fitting to the pipe. 3. The solvent cement containers should always be covered when not in use to prevent excessive evaporation. Do not use thinner. Cement that shows signs of thickening and is lumpy should be discarded. 4. PVC solvent cement and primer can be used for both PVC pressure and DWV piping systems. NIBCO INC., ELKHART, INDIANA, U.S.A. Page 89 Pt 1 couplings ABS & PVC-DWV tittungs BC 4800 Series-PVC / 5800 Series-ABS 4801 5801 DWV COUPLING HUB x HUB 1- A 4801 5801 REDUCING DWV COUPLING HUB x HUB A -1 4801-RP 5801-RP DWV REPAIR COUPLING HUB x HUB SIZE APPROX. UNIT NET WT. PACK (Per Piece) DIM. A 1¼" 50 .05 1½" 100 .06 2" 100 .08 3" 50 .34 4 20 .57 6" 10 1.54 1` 8" 4 3.70 l'l 0" 2 6.19 112" 1 10.52 APPROX. UNIT NET WT. SIZE PACK (Per Piece) 14, 1/8 1/8 DIM. A 1 1/2"x1 1/4" 50 .07 2"x1 1/2" 50 .10 3"x1 1/2" 50 .30 3"x2" 50 .29 4"x2" 10 .49 4"x3" 10 .57 1%2 17/32 13/32 1 3/8 'Ms APPROX. UNIT NET WT. SIZE PACK (Per Piece) DIM. A 1½" 20 .06 1 1/2 2" 20 .08 13/4 3" 20 .30 3 4" 10 .53 3½ T6" 5 1.49 • • CONTACT NIBCO FOR THIS INFORMATION tAvailable in PVC only WEIGHTS LISTED ARE FOR ABS. USE 1.4 MULTIPLIER TO OBTAIN PVC WEIGHT. NIBCO INC., ELKHART, INDIANA, U.S.A. .44 Page 19 NIBCO ABS & PVC-DWV fittings 4800 Series -PVC / 5800 Series -ABS 4811 -C 5811 -C DWV 2 -WAY CLEANOUT TEE HUB x HUB x HUB 4811 -V 5811 -V DWV VENT TEE HUB x HUB x HUB 4811 -V 5811 -V REDUCING DWV VENT TEE HUB x HUB x HUB 4811 -2 5811 -2 DWV STREET TEE SPIG x HUB x HUB 4811 -2 5811 -2 REDUCING DWV STREET TEE SPIG x HUB x HUB APPROX. UNIT NET WT. SIZE PACK (Per Piece) DIM. A DIM. B DIM. C Z • 3 10 1.36 81/2 4 4 2 " ~ 4" 5 2.43 9 7/6 4 15/16 4 15/16 1- Z W lx 2 U0UNIT UNIT APPROX. 0 PACK PACK NET WT. SIZE PVC ABS (Per Piece) DIM. A DIM. B DIM. C JF=-. 1 1/2" 50 50 .17 2 % 1 3/16 1 3/16 CO u_ 2" 50 50 .24 3 1 1/2 1 1/2 W 0 3" 10 10 .76 3 % 1 7/6 1 % 2 4" 10 5 1.40 5 21/2 2 1/2 CO =W Z� O Zk-- W W APPROX. D f� U SIZE PACK (Pe P W. DIM. A DIM. B DIM. C 0 H 2 "x2 "x1 1/2" 25 .23 2 3/e 1 3 /Ms 1 1 = W 3 "x3 "x1 1/2" 10 .55 2 3/6 1 3/16 1 �/8 U' 3 "x3 "x2" 10 .60 3 1 1/z 1 �/6 V„• ~O Uln. O APPROX. UNIT WT. SIZE PACK NET (Per Piece) DIM. A DIM. B DIM, C 1 1/2" 50 .21 31/2 21h 1% 2" 20 .31 4 9/16 3 3/16 2 5/16 3" 10 .99 6 3/e 4 9/16 31/46 4" 10 1.75 7% 5% 37/e SIZE APPROX. UNIT NET WT. PACK (Per Piece) DIM. A DIM. B DIM. C 2 "x1 1/2 "x1 1/2' 2 "x1 1/2"x2" 2 "x2 "x1 1/2" 3 "x3 "x1 1 /z" 3 "x3 "x2" t 4 "x4 "x2„ 20 .25 4 2%6 23/16 20 .31 49/16 33/16 25/46 20 .27 4 213%6 2 3/46 10 .59 4 3/,s 31/a 2%6 10 .66 411/4e 35/a 2% 5 1.25 4 15/16 3 13/16 3 5/16 ' Available in PVC only WEIGHTS LISTED ARE FOR ABS. USE 1.4 MULTIPLIER TO OBTAIN PVC WEIGHT. - . w .. • le, vet 1 w 117 16.1111A 1.1 A 1 1 e A Do not use or test the products in this catalog with compressed alr or other gasses. See NIBCO Chemtrol Chem -Aire literature for Information about shatter - resistant ther- • .. ---- u�._u.. r- -t. - -d 1... - ..........nnod ni• and nlhor noccoc z Mbb & NVU -UVV V Tunings ieyu 4800 Series -PVC / 5800 Series -ABS 4810 5810 REDUCING DWV 45° WYE HUB x HUB x HUB 4810 -2 5810 -2 DWV 45° STREET WYE SPIG x HUB x HUB 4810 -2 5810 -2 REDUCING DWV 45° STREET WYE SPIG x HUB x HUB SIZE APPROX. UNIT NET WT. PACK (Per Piece) DIM. A DIM. B DIM. C '1 1/2"x1 1/4"x1 1/4" F 50 .33 4 3/46 1 1/e 3 1 /,e *1 1/2 "x1 1/4"x1 1/2' F 50 .33 4 3/16 1 1/e 2 7/e 2 "x1 1/2"x1 1/2" 50 .34 4 3/e 1 1/16 2 1/e 2 "x2 "x1 1/2' 50 .37 4 3/13 1 1/16 3 7/16 3 "x3 "x1 1/2" 20 .78 41/4 1/2 4 6 /,s 3 "x3 "x2" 20 .83 5 7/e 4 5/e 4 "x4 "x1 1/2' 10 1.35 5 11a % 5 7/e 4 "x4 "x2" 10 1.31 51/16 3/9 5 9 /ie 4 "x4 "x3" 10 1.75 6 % 1 1/16 6 6 "x6 "x4" 5 3.56 71/4 1/4 71/2 6 "x6 "x3" 5 3.95 71/4 1/4 7 3/4 t8 "x8 "x4" F 1 13.94 91/2 1 12 11/16 8 "x8 "x6" 1 7.78 91/2 1 913/,e APPROX. UNIT UNIT NET WT. SIZE PACK PVC PACK ABS (Per Piece) DIM. A DIM. B DIM. C 1 1/2" 50 100 .26 4 11/16 1 13/16 2 7/e 2" 50 50 .41 5 % 2 3 /1e 3 9/16 3" 10 20 1.20 81/8 31/4 5 4" 10 10 2.18 10 3 5/9 6 3/a APPROX. UNIT UNIT NET WT. SIZE PACK PVC PACK ABS (Per Piece) DIM. A DIM. B DIM. C *2"x1 1 /2 "x1 1/2' — 20 .34 51/4 1 15/16 3 716 3 "x3 "x1 1/2" 20 20 .73 5 3/4 2 4 516 3 "x3 "x2" 10 20 .83 61/2 2% 4 % t4 "x4 "x2" 10 — 1.28 61316 21/6 5 9/16 4 "x4 "x3" 10 10 1.68 8 3/9 2 13/16 6 t Available in PVC only F = FABRICATED * Available in ABS only WEIGHTS LISTED ARE FOR ABS. USE 1.4 MULTIPLIER TO OBTAIN PVC WEIGHT. NIBCO INC., ELKHART, INDIANA, U.S.A. Page 35 7 rismBcci' ABS & PVC-DWV fittings 4800 Series -PVC / 5800 Series -ABS elbows 4806 5806 DWV 45 °ELL HUB x HUB (1/8 BEND) 4806 -2 5806 -2 DWV 45° STREET ELL SPIG x HUB (STREET 1/8 BEND) 4807 5807 DWV 90° ELL HUB x HUB (1/4 BEND) 4807 -CL 5807 -CL DWV 90° CLOSET ELL HUB x HUB 4807 -LT 5807 -LT DWV 90° LONG TURN ELL HUB x HUB (LONG TURN 1/4 BEND) SIZE APPROX. UNIT NET WT. PACK (Per Piece) 4)1, DIM. A 1 1/4" 50 .11 1 1 1/2" 100 .13 1 1/2 2" 100 .21 1 1/2 3" 25 .62 1 3/4 4" 10 1.06 2 3/le 6" 5 2.88 3 3/9 f8" 3 4.45 2 1 /,s APPROX. UNIT NET SIZE PACK (Per W. DIM. A DIM. B 1 1/4" 50 .10 1 1 3/4 1 1/2" 100 .13 1 //a 1 1/4 2" 50 .20 1 1/2 2 % 3" 20 .60 1 3/4 3 .1/4 4" 10 1.05 2 3 /,s 315/18 6" 5 2.77 33/6 6 3/8 t 8" 1 4.17 21/18 61/16 APPROX. UNIT UNIT NET WT. SIZE PACK PVC PACK ABS (Per Plece) DIM. A 11 /" 50 50 .12 19As 1 1/2' 100 100 .15 1 3/4 2" 50 100 .25 2 5/1s 3" 25 25 .72 31/16 4" 10 10 1.28 3 7/a 6" 5 5 3.45 5 5/a t 8" 2 — 6.21 6 SIZE APPROX. UNIT NET PACK (Per W. DIM. A DIM. B 4 "x3" 10 1.04 3 3 3/a SIZE APPROX. UNIT NET WT. PACK (Per Piece) DIM. A 1 1/4' 50 .16 21 /a 1 1/2" 50 .21 2 3/4 2" 50 .29 31/4 3" 20 .86 41/46 4" 10 1.54 415/,6 t Available in PVC only WEIGHTS LISTED ARE FOR ABS. USE 1.4 MULTIPLIER TO OBTAIN PVC WEIGHT. Page 20 NIBCO INC., ELKHART, INDIANA, U.S.A. Do not use or test the products in this catalog with compressed air or other gasses. See NIBCO Chemtrol Chem -Aire literature for information about shatter- resistant ther- moplastic piping system specifically designed for compressed air and other gasses. .•*i+Nl;c* y%.YipYteGi +a•°;4!nay.•ikw' ».a.wis6 5. Ak4.'446'►yLiii4+1]cdtWw'Y-4kie ''.}iU:v..J:.e.:-i: • • • ABS &PVC -DWV fittings 'i!■!ec 4800 Series -PVC / 5800 Series -ABS 4837 5837 DWV DOUBLE ELL HUB x HUB x HUB (DOUBLE 1/4 BEND) 4837 5837 REDUCING DWV DOUBLE ELL HUB x HUB x HUB 4860 5860 DWV 60° ELL HUB x HUB (1/6 BEND) 4860 -2 5860 -2 DWV 60° STREET ELL SPIG x HUB (STREET 1/6 BEND) 4861 5861 DWV 90° ELL W /HIGH HEEL INLET HUB x HUB x HUB (1/4 BEND WITH HIGH HEEL) APPROX. UNIT 1 Z if- SIZE PACK (Pe NET P ece) DIM. A DIM. B re 1 1" 50 .23 1 3/4 1 3/4 J0 2" 25 .33 25/16 25/16 0 0 3" 10 1.10 31/16 3 1/16 co O 4" 5 1.88 3 7/8 3 7/8 W = J O W O 2} g J u_ a = d W UNIT APPROX. ' Z NET SIZE PACK (Pe P ece) DIM. A DIM. B ZOO 2 "x1 1/2"x1 1/2' 25 .23 21/6 1 7/8 W W :p U O N D O APPROX. W W SIZE PACK (Per WT. e) DIM.A 1- H 11.. 1— 1 " 50 .13 1 2" 20 .19 15/16 ... Z 3" 10 .56 1 71/46 0 N 4" 10 1.01 21/16 O I Z UNIT APPROX. PACK PACK NET WT. SIZE PVC ABS (Per Piece) DIM. A DIM. B 1 1/2" 50 50 .12 1 1 3/4 2" 20 20 .18 11/4 21/6 3" 20 50 .57 1 11/16 3 3/16 4" 5 5 1.10 21/16 3 13/16 APPROX. UNIT NET SIZE PACK (Per iece) DIM. A DIM. B DIM. C 3 "x3 "x2" 20 3 "x3 "xl 1/" 20 .78 3 1 /is 4 3/4 1 1/4 .80 3 1/16 4 7/6 1 1/4 WEIGHTS LISTED ARE FOR ABS. USE 1.4 MULTIPLIER TO OBTAIN PVC WEIGHT. • NIBCO INC., ELKHART, INDIANA, U.S.A. Page 23 rismcc7 ABS & PVC-DWV fittings 4800 Series -PVC / 5800 Series -ABS 4807 -3 5807 -3 DWV 90° ELL HUB x FIPT (1/4 BEND) t4807 -3 -V DWV 90° VENT ELL HUB x FIPT APPROX. UNIT UNIT NET WT. SIZE PACK PVC PACK ABS (Per Piece) DIM. A DIM. B 11/2" 50 — .18 13/4 21/ .1-2" — — .55 • • 3" 20 20 .80 31/16 4 9/16 SIZE APPROX, UNIT NET WT. PACK (Per Piece) DIM. A DIM. B 1 1/2" — .14 1 3/4 2 1/2 2" — .19 APPROX. UNIT NET WT. 4807 -9 `_ems SIZE 5807 -9 PACK (Per Place) DIM. A DIM. 8 DIM. C DWV 90° ELL W /SIDE INLET HUB x HUB x HUB 3"x3"x1 1/2' 20 .76 (1/4 BEND WITH SIDE INLET) 3 "x3 "x2" 20 78 4808 5808 DWV 221/ ELL HUB x HUB (1/16 BEND) 4808 -2 5808 -2 DWV 221 STREET ELL SPIG x HUB (STREET 1/16 BEND) 3 1 71/16 1 3 1 11/16 1 APPROX. UNIT UNIT NET WT. SIZE PACK PVC PACK ABS (Per Piece) DIM. A 11/2' 50 50 .10 1/2 2" 50 50 .16 11/16 3" 20 20 .45 13/16 4" 10 10 .79 1 6" 5 5 2.17 • APPROX. UNIT UNIT NET WT. SIZE PACK PVC PACK ABS (Per Piece) DIM. A DIM. B 11/2' 50 50 .09 7/16 13/16 2" 50 50 .15 5/6 1 1/2 3" 20 20 .44 13/16 2 5/l6 4" 10 10 .77 1 23/4 • CONTACT NIBCO FOR THIS INFORMATION t Available in PVC only WEIGHTS LISTED ARE FOR ABS. USE 1.4 MULTIPLIER TO OBTAIN PVC WEIGHT. •••••• -•■•• •••■.• rte• • , I I A I % r IUInI A RIA 11 C A Do not use or test the products In this catalog with compressed air or other gasses. See NIBCO Chemtrol Chem -Aire literature for information about shatter-resistant 'her- . _.._4._ ...su...l i.. anntnnnd Inr nmmnroccod ,Ir and nthor noecac WEIL Submersible 2" Sewage Pump 2426 27 7/8 Lir= 1 1/2 !Wt. FEMALE p I� G 2 15 DISCH MINIMUM BASIN SIMPLEX DUPLEX ABOVE GRADE 24" 36 BELOW 200 512 GRADE 24" 36" CURVE HP Wr 600 1.5 204 550 '1 200 512 0.75 194 480 0.5 190 11q>T SNT 24263u1y 1,2000 i i PUMP TYPE DISCH SIZE DISCH TYPE MOUNTING STYLE SOLIDS MAX SEAL Carbon — Ceramic PUMP Case — Cast Iron impeller— Cast Iron - Standard Bronze - Optional Stainless Steel Hardware SEWAGE 2 INCH NPT FLOOR 21NCH MOTOR Air Filled Hermetically Sealed Shen -316 Stainless Steel Motor Shell —Cast iron insulation — Class F Ball Bearings —2 Double Sealed Power Cord Length — 20 R Single Phase Motors have: - Automatic Reset Thermal and Overload Protection - Capecttor and Start Relay In Motor .OPTIONS , • High temp motor — Max 1 HP • Stainless Steel Lifting Cable • Additional power cable lengths 111TAL HEAD VTR P51 FT 18 17 15 14 12 1t 9 8 8 5 3 2 28 24 22 19 17 13 13 11 9 8 4 2 1750 RPM 80 55 50 43 40- 35- 30- 25- 20- 15- 10 5 NUMBER: OK 2425 -1750 JMP Sl2E: 2 INCH NM IMPW.ER: P3101 LE8 TYPE: SEMI —OPEN SPHERE: 2 INCH CASES P15847 P15868 r 1S-3041i 600 550 512 480 PER MINUTE 20 40 50 80 100 120 140 160 180 t METERs PER FOUR 4 9 14 18 23 27 32 35 41 Impeller curves are Non -- Overloading at any point on curve. These are standard impeller trims, Other trims are available as options. 5N -2426 JULY 1,2001 WRX 2426 Z _1- • W ~ ' O 0 0 w= H-. W O u_ Q co Z� t- O Z I— UJ Dc' O - O I- wW H- U. 0 LLJ Z U= O I- Z WEIL Duplex Alternating Pump Control Panel 8131 115, 208.230 Volts - NEMA Type 4X Enclosure Duplex Tamper-Proof Design - UIL Label • The 8131 Duplex alt.mafng panel controls two pumps. • ♦ The standard model Is the bulk control panet. • ♦ The custom model includes hvo power to pump lights, • control per light, and high water alarm system. ♦ The Merging reinforced polyester endosuro is rated NEMA 1,pe 4X and provides protection agelnafaHMg ♦ Al, rain, abet, snow, wind blown dust, apishing water, hose directed wafer, and corrosion. Can be used where • NEiVIA Type 1.3, 32, 4, 4X and 12 enclosures am specified. 4 overat size L5-1/2 11x 13-1/2 W 2220 8230 Panel can be operated on 50 or 60 Hertz power, The atandard panel is a dead front design. The custom panel Is a tamperproof design. No operable avttches on cover, only lndicstcr Iiphtc. Mesta California requirements. Use for single phase or three -phase motors with built -M dreamt overload protection. Select Level controls • 8713 Lever • 8120 Pressure Diaphragm • 3230 Tethered =NENvaviDf' memo maceIJ<iE Melt %MdofctRTallBialoa le 1• ., f. fl �eiat� cira y Type Order Number Standard B131•1, Standard 8131 -D Standards 8131-T APPS Phase Volts Mex. HP Wt. Lbs. 1 W 2 15 1 208 or230 3 15 3 203ra230 3 15 Custom Custom Custom 8131 -CL 8131 -a) 8131 -CT 1 113 1• 20B or230 3 208or230 2 20 3 20 3 20 Option MK10Z1. 11o1shaeBelmar May Swamis Hew► Type 4Xenotesure, includes mays. tndluEry 113h% and test lesson. —11S VAC Standard Panellnclodss: ♦ Gestic Alternator. ♦ Two, 3 -pole 30 -amp. motor contactors. ♦ Control System — 115V with 100 VA control transformer, fused primary and fused secondary. Single-phase 115-volt has alined control circuit ♦ Pump test switches —one per pump. Three position TOA Oast-off-automatic) with spring return b off from teat, mounted inside panel, ♦ Control terminal board, numbered and wired. ♦ leyoutand schematic CAD diagrams are provided. Installer connections are clearly marked. Custom Perot Includes Standard Panel with the Following: • Green light on the door Indicates power to pump motor. One light per pump. • Amber light on the door Indicates contra) power is on. light la rated for 100,000 hours, • High water alarm system, NEMA Type 4X • HWA TestAuto - Silence switch With spring return from test and silence position, mounted inside panel. • Red HWA light on the door. ♦ Horn on the door, 95 dB. ♦ Isolated contact for remote monitoring and / or telephone connection. . How to Order. Specify Order Number; System Voltage. F.O.S. Cedarburg (Milwaukee), Wisconsin olivine, California IWl Replaces PL -8100, February 1, 2002 Replaces SN -8131, October 1, 2002 D-35 SN -8131 DECEMBER 1, 2002 8131 O 0 09 WEIL Tethered - Switch Use on intrinsically Safe Circuits Each tethered Switch includes a cord grip and strap mount for mounting 10 a one -inch diameter pipe. The 8234 switch is required when intrinsically safe relays are used for pump contort or high water alarm dreuits. Switches are rated I amp. An Intrinsically safe circuit operates at a low DC voltage end current - typicaily 9- volts, 10 mifiampa. A small Mount of oxddation on the switch contacts can cause unreliable circuit operation.' The contacts in the hermetically sealed mercury switch compartment or the gold plated contacts of the 8234 float switch remain corrosion free. This Insures trouble free operation. Level Control Mounting Hardware Option Descri ion 314.399.000 Mounting Brackett - For sidewall, suspends one inch pipe from basin wall, No holes for level control cables. Pipe not included. 315.445.001 Mounting Plate - Round 8 Inch diameter with four holes for level control cable cord grips with locking nut. Fastens to basin cover with fasteners. Suspends 1 inch pipe from basin cover. Pipe not included 315.447.001 Cover Plate - Round's inch diameter with four slots with grommets for passage of level control cables. No pipe support. 303935.103 Mounting Pipe - Onelnch, schedule 40,10 ft long, threaded on one end. Simplex System with Three Duplex System with Four Level Control switches Level Control Switches Cover Mounted Cover Mounted 82234 Single Pole Cold Plated Contact 8234 Tethered Order Number Cord New Number Old Number Length 8234K10040 205,588.004E 20 823011006E 285.588.006E 40 823451008E 205588,848E 60 2 wire cad - Black/ Mlle 8234 Single Pole AAerary Switch Order Number Cord New Number Oki Number t,�errpth 82341C10061 205588,004M 20 82341C1006M 205.588.006M 40 5234 t10011M 205.581008M 60 2 wire cord -SW 1W to 8234 Double Pole Mercury t itrh Order Number New Number 82341:2002 823=004 40 4 wire cord- t3tadc /INhtte and Red/ Blue Old Number 205.589002 205.589.004 , Cord Length 20 Level Control Mountie Plate HWA/ FBph Wete FSA Lead! Start FS2 off! Stop FS1 Cord Grip Level Control Mounting P Wet Well Covet Hwntwnt►var FSA �o r Standby, Cord Grip F82 Oft! Slop FS1 How to Orden Specify Order Number and Options. F.O.B. Cedarburg (Milwaukee), Wisconsin or Irvine, California PL -8234 Replaces W101.847.03, September 1, 1996 Replaces SN -8234 October 1, 2002 D -35 SN -8234 DECEMBER. 1, 2002 w `•.ate w1:.1, a+ Wet Well Cover 8234 O • • CAST IRON CAULKING HUBS HUB KIT INCLUDES: 5 1 G "x1 1/4" STf�INLESS STEEL BOLTS, WASHERS, NUTS AND 3/4 x1/4 CLOSED CELL FOAM ADHESIVE GASKET MATERIAL. r6-150,. -l!:ti:bJ�:Y1ra: r7Y.411,n3111:Luis 6 1/4" 7 1/16" $CnoN 0 —p T adOTI IT:ItLTa 1:7:1;1111:101111:1:1,1•N AIOCAiE PIP 0 SCERTER. 2. APPLY 0 T 1Ni�l1l. 100 1H m 8 OR O9 1M CH FYJB TO bASW *0 DRILL HOLES FOR ROUTL i ; P0'I P000 *IW PM SALIM +:Al:(.11ffrI•TIT01213:1 D CAST IRON HUBS px :'amaD DAM >ir 9-12-94 11 1009a rato'W 03 ]3/96 PCAlZ NONE °°:_ `6 -150 ANEW 1 FIBERGLASS BASIN COVERS & ACCESSORIES . 1 ^7:7 • • ‘. • 1 r t I . . Cr. • A:c, Inspection Plats* (Includes gasket niehafel and hardware) Electric Cord Grips Polyethylene Baffles for directing the Dow of InIkeht oreffluent In a bask/ 12 gauge x 10" Blank inspection Plate IND0-12 agetijo;Thclionlin- 1111 .Coribr: —SE .2. 12 gauge x10" inspection Plate, with (2) 10 Cord Grip 1NO2-12 iii-RPOIIMATZED.P70400..itt:#100143 12 gauge x ICY' inspection Plata, wtth (4) 1/2" Cord Grip IND4-12 DWYIWO".§1.tglis13W.fka*rtgi-F7Kg0=.L'EJIit.idd 114" Thkkx 10" inspection Plate, with (1) 1/2" Cord Gdp 11•101 114" Thick x 1O Inspection Plate, with (3) 112" Cord Gdp IN03 ,.gfri*Arifoitift1Wf Steel Float Polo Couping FP100E Welded Under inspection Plate Ilinfl..71s.005.145MO7OMPA-firiCtia:RIP 314" NPT, seals cords from 0.450" to 0.709" OD GRP075 Rtm711,1Bfifili tro09;5907.4.,WPW7 rfrtr- inlet Bafile,8" wide x4" deep x 12" long Eileir-BaRlrivid-TrAgg011-1F-7xn' ;TR • • . inlet Baffle, 8" vAda x4" deep x 24" long rifkkl#S4702/0FilifTWIlLcifOT:"7. inlet Balk 8" wide x 4" deep x 48 long t 471, MUM' mai 2 1;1113 P1B24 ifrfls.zpOrati:Mi..ta=22,11 P11348 Fiberglass Etaeln Polyethylene Shipping Skld Reduce the alibpIng dalln990 017 ONO= basins or °Noncom W6-sr*iii• /4.444.4414.4.4.1■■ Cover PedoraSon Adder Ooco 'Gasket Packs trdi=eipz,hardratisck3 co:dm:met haniners and gasket mEdefiat Perforate any lie th1ck Steel Cover with 1/2" ID Hcies PERI 05 (10 holes nandanly placed) F-KakiNeil:PfOilittiOcookilP*q? 1-4i1*I1 GOKIAanlall Li.*IfYaiv,TAting.i.,42:CLO - i'14-1:t1+1.11 Let Gasket Pack for Soid Steel Cover FGPWS (1) Rol Gasket Material (1) Hankers Padc." Spec& coVal pad numberwhan enlacing T):11:706170-115 7435C.—StRFAUF1171773-17". 114 150SiVfilkib), ". col; .47jr IF '.1;- -• • 1:11X•2:31nrial:ii...' (34;ket Pack tor Slinpict Sieal Cover, FGPSSA wtth (1) Pump Access Plate, (1) Vent & (1) Discharge Range (1) Electric Card Grommet, Gasket Material & l-Midwam Peek Spec* ewer pen number when ordalIng NjelOcic: ."1;60tia-71:111; R.M.V.:711q RePDS.61,4:17,1ftt111116- ",..W.111i12it'ilmF ti — " -11-2 1"; ,Wg ceverpen riurilda-r:ivhs;viirdeiiiiii.:pl::"'rirr.:1.4 m, 14 . ..• .• • • 1. F: 77% .7,4 etiv.,. Gasket Material Replacement ewer gasket Metelie firgeed411t awl wow ifght seat • 1/0"x 3/4"x 100' Cover Gasket Material CGM100F 1Wbx 75—'1 D.foorStaaTesTe.iiiter 0,410,71i/rWat3-3,17031:::,p-1.:4 g* Bolts and Washer Packs 0 Replacement hanietwe pecks terrapin (nduisfries covers. iber rtr/4:264'.1f1/417.13ritS.(U/4420 6/16-18x 1-1/4' Bolts (8), 5/16-18 Washers (5) HP1510 1-10310F:44-;Ztj:k.qi:ifiNi * olive ant inrille• ninon male la rsagrot -4;`,1=1:=4,=-Zraltitt==..strIttrzt.:$2,?...Z.77.7311,!..vrt.tI=7171,',4","r.wrtrtrtr ' ...Z.51=1,a,:11114tA FIBERGLASS BASINS & COVERS :nstrie .c.locroass LilH - ' • - •-• • F1338X036 159 64 F936X048 21/ - 78 nr:4 ;1.41" Taisxtise * Jr; • Y' • --I ;1: • • • :.7f: _ t•Ti. - 103 195 1117:r..:11' 118 210 "pet F03E00072 317 188 0.3.82r.011 n'ih:7:17/7.1rD B34064 370 z21.-§Ziai.tiVg FB36X096 423 F536X108 F 476 araqiitiR F13343X120 629 ETERTAMMMI 111, FB35X132F 582 186 Af;i1 205 5l' IJI 207 299 228 318 244 336 .:12p 241 281 373 • 260 298 391 .44,! a* 1. va. - FE31:9(144 F 634 281 argew/CM11-...Mial;44rWEIT-2,irr F536X156 F 687 304 EEB30(162.taiL' 471 *-1 C • ;fttili 14.4 F13369(188 F 740 rt. •.I. .f-,:31111•1151.700 tatfit-V: ti241:thrg 320 412 41.417-Eq-MRS 344 4316 ff-T.FtWarr t-R7r I.: Z1 FIEMMTA . 328 367 459 1104k1022MNI1r.riWINEWLMAT.41-7-ARUITHR;i--ia:t FB36X1130 F 79.3 352 391 E-WP-8F17i,62-CM:2-1—A:LOIttictgAgEiPii1244[;;.-4,7144 F1335X192 F 846 376 415 L.3•1 483 P6*.(1—PRINI 9M:1 R335X2D4 F 889 L...ffiggtaria. FB313)(218 F 962 F838)(228 F VL111.30.5011_ .F1335)5240 F 507 74 4 • 71171t.3 4 41414a, ". • •,■• ' • I 1 iliatIMPSiqj iig a r4;tattrl: VAN 399 438 530 Wizi7.471-51517417.17.4.1/07:MFEM 423 462 554 kg. 11igTMat,...2=-Mk,,i.7. 498 - 588 77,112T11201,13MER1321.11QM 492 531 823 lEttin ta;:-.9,7atariNICInt;tiiZA4,0t,,,,iftv:44x-t=t4tioIre• 1,005 457 fItrg.M. .E2) 1,057 • - • " . - • 36" DrA .7L-7ER • Standard Round Covers For 36^ ID Basins • • • I • 4 " Pliii2JEVORtit.0019Wg4fateit-irliarggitittlgilkigini 12 gauge Simplex Slack Epoxy Steel Cover with C36-128SA (1) Access Plate and (1) Rank Inspection Plate - 70 lbs. • • • • 1.114- 1/4" thick Solid Steel Cover - BD lba. ipti*Ek%-i-np—i*Epabiptxxl 21,11-AciAlsokto....... 64: VIV.f33:74-CIIS—A771777 rh197.t,' •,. :'•&4‘1 C36VV5 1T7117-1"-r,4 • 11J 1/4" thick Duplex Slack Epoxy Steel Cove r with C36DSA (2) Access Fiala and (1) Blank Irkspection Plate - 100 lbs. EirOn9i7; _get( • 67,TP,7,..7.1.;:.itif.4V'E-T-777claKti7:5755:13 D o Alumum in Single Hatch Door -45 Ibs. c381isA F FaKene Bathe Mere Fad Deep. PatySloirl PacbglregAtither -mato •••••■••■■••....••• ..""Pa1;49c, - • ' 4..t4-060i44,4+.40,3041«t 4thlas.,4454,11AVADP.4,..34.14,4/14,01.41Aat. INDUSTRIES (APP 1 \ < (' It P () It .\ 1 r I) Fiberglass Basin Installation Reference Guide PURPOSE The purpose of this guide is to provide a brief reference to the recommended methods and procedures for installing Topp Industries, Inc. underground sump and sewage basins to ensure that damage or premature failure of the basin do not occur. Studies conducted by both environmental regulatory agencies and trade organizations demonstrate that the most significant source of leaks and failures in underground storage systems is improper handling and installation. Proper handling and installation requires practical experience combined with strict adherence to proven methods and procedures. This guide is not intended to serve as a basic instructional manual. The installation of our sump and sewage basins is a specialized skill, and is assumed that the individuals who install our products and refer to this guide will have basic understanding of such procedures as excavating, backfilling, pipefitting, and electrical work. No amount of written instruction by a manufacture or a regulatory agency will convert an inexperienced, under - supervised laborer into a skilled, experienced mechanic. The ability to recognize and correctly respond to abnormal conditions during a basin installation requires field experience as well as mechanical aptitude. In addition to proper system engineering and competent manufacturing, the use of basin installers who have both practical experience and integrity to assist that the basin be installed properly constitutes the greatest protection from catastrophic basin failure and liability exposure. DISCLAIMER Every reasonable effort has been put forth by Topp Industries, Inc. and its agents to ensure the accuracy and reliability on the information contained in this reference guide. However, neither Topp Industries, Inc., its agents, nor its consultant make any representation, warranty, or guarantee in connection with the publication of these recommended methods and procedures. Topp Industries, Inc. hereby disclaims any liability for loss or damage resulting from their use; for the violation of any federal, state, county, or municipal regulations with which these recommended methods and procedures may conflict; or for the infringement of any patent resulting from the use of recommended methods and procedures. MATERIAL HANDLING D GENERAL HANDLING Although the exterior surfaces of our fiberglass reinforced plastic (FRP) sump and sewage basins are designed, to withstand normal handling, they can be damaged during transportation and installation. Basins must not be dropped, dragged, or handled with sharp objects and with the exception of the minimal movement involved in a visual inspection, should not be rolled. If the basin or its shell is damaged, installation should be suspended until Topp Industries, Inc. or its agent can make a determination of the extent of damage. Any repairs must be first authorized in writing by Topp Industries, Inc. and than be done in accordance with Topp Industries, Inc. instructions. D UNLOADING, LIFTING, AND LOWERING The proper way of moving a basin is by lifting it, using chains or cables with the optional lifting lugs (not more than 30* included angle) or by using a non - marring sling around the basin. Before any attempt is made to move a basin, it should be established that all of the equipment and accessories have sufficient capacity and reach to lift and lower the basins without dragging and/or dropping. Basins should be maneuvered with guide ropes attached to the sides. WARNING !! Under NO, circumstances are the use of chains or cables around the basin shell permitted. D STORAGE Basins should be stored in a secure, controlled area where the potential for accidental damage or vandalism will be minimized. The storage area should be free from sharp objects, rocks and any other foreign solutions or materials that could cause damage to the basins. Chock the basins until they are needed for installation and if windy conditions are possible, secure the basins with non - marring restraints of a size and number adequate for securing the basin. D PRE - INSTALLATION INSPECTION Basins, vales, equipment, and piping materials should be physically and visually inspected before installation. Adherence to the project's specifications should also be confirmed before installation. If the basin or any of its internal components are damaged, installation should be suspended until a determination of the extent of damage can be made by Topp Industries, Inc. or its agent. Any repairs must be first authorized in writing by Topp Industries, Inc. and then be done in accordance with Topp Industries, Inc. instructions. P.O. Box 420 ♦ 420 N State Rd 25 ♦ Rochester, IN 46975 ♦ Toll Free (800) 354 -4534 ♦ (219) 223 -3681 ♦ Fax (219) 223 -6106 E -mail: toppindustriesPtoppindustries.com ♦ Web -site: www.toppindusiries.com OTINDUSTRIES PP Fiberglass Basin Installation Reference Guide EXCAVATING ➢ EXCAVATING The excavation should provide adequate space for the basin, piping, and other buried equipment and for the replacement and compaction of backfill materials particularly around the basin walls. The size, shape and wall slope of the excavation should be determined by soil conditions, depth of excavation, shoring requirements, and if workers are required to enter the excavation, safety considerations and federal, sate, county, and municipal regulations. WARNING !! Locate all overhead and underground utilities before excavating ➢ LOCATION OF EXCAVATING Excavation for an underground basin should be made with due care to avoid undermining foundations of existing structures and contact with underground utilities. In the absence of building codes or regulations, maintain a minimum distance of five feet plus a slope or 45* from the bottom of the compacted sub -base to the bottom of the adjacent structures, foundations, footings, and property lines (as shown in the attached illustration). Additional distances may be required to assure that any loading carried or created by the foundations and supports cannot be transferred to the basins. ➢ MAXIMUM BURIAL DEPTH If burial depth is greater than the basin height, contact Topp Industries, Inc. to determine if additional wall reinforcement is required and secure written authorization. ➢ HANDLING OF EXCAVATED MATERIALS Excavated materials, which cannot be removed from the jobsite, should be carefully stored as far from the edge of the basin excavation as possible. Unless approved for use as backfill, excavation materials should be securely stored separate from the approved backfill materials. ➢ WORK AREA SAFETY Safe installation procedures shall be the sole responsibility of the basin installer. Work safety requirements are defined in U.S. Department of Labor 29 CFR part 1926, subpart P, Excavations. BACKFILLING ➢ GENERAL Careful selection, placement, and compaction of approved backfill material is critical to a successful basin installation. Among the common problems associated with basin leaks and premature failures are: • Use of incorrect backfill material • Inadequate or improper placement or compaction • Rocks, clods, or debris left in the excavation or basin • Voids under or around the perimeter of the basin • Failure to prevent the migration of backfill materials ➢ PLACEMENT OF BASIN The bottom of the basin excavation should be covered with suitably with graded, leveled, and compacted backfill material to a depth of at least 12 inches (compacted sub - base). If a concrete hold - down/anti- flotation pad is required, this bedding can be reduced to a depth of at least 6 inches. The carefully lower the basin into the excavation and centered on the compacted backfill or concrete pad (see attached). WARNING !! Placement of a basin on a concrete pad or compacted sub -base smaller than the total basin bottom area or on intermediate supports (saddles) will cause uneven distribution of loads. This may contribute to structural failure, and is never permitted. ➢ BACKFILL MATERIAL Back fill material should be clean, well granulated, free flowing, non - corrosive, and inert. It should be free of ice, snow, debris, rock, or organic material, all of which could damage the tank and interfere with the compaction of the backfill material. The largest particles should not be larger than 3/4 ". Not more than 3% (by weight) should pass through a # 8 sieve, and the backfill material should conform to ASTM C -33, Paragraph 9.1 requirements. Approved backfill materials include: • Pea Gravel, naturally rounded particles with a minimum diameter of 1/8" and a maximum diameter of 3/4 ". • Crushed rock, washed and free - flowing angular particles between q /8" and 1/2" in size. P.O. Box 420 • 420 N State Rd 25 • Rochester, IN 46975 • Toll Free (800) 354 -4534 • (219) 223 -3681 • Fax (219) 223 -6106 E -mail: tonnindustries a?tonnindustries.com • Web -site: www.topnindustries.com Topp t 1 1 1) Fiberglass Basin Installation Reference Guide BACKFILLING (continued) D PLACEMENT AND COMPACTION OF BACKFILL Compaction of backfill materials should be adequate to ensure the support of the tank, and to prevent movement or settlement. Backfill materials should be placed in 12" lifts and compacted to a minimum soil modulus of 700 pounds per square inch (psi) D SUPPORTING PIPING, EQUIPMENT AND ACCESSORIES Support for piping, equipment and other accessories must be provided during backfilling. Using the basin to support piping, equipment, cribbing, bracing, or blocking is never permitted. During backfilling, temporary supporting materials must be carefully installed and removed to prevent damage to the basin, piping, or equipment. WARNING 1! Using the basin to support any loading carried or created by piping, equipment, cribbing, bracing, or blocking is never permitted. ANCHORAGE D GENERAL When basin installations are located in areas subject to high water tables or flooding, provisions should be made to prevent the basins, either empty or filled, from floating. The buoyancy force to be offset is determined primarily by the volume of the basin. The principle offsetting factors include: • Backfill materials • Concrete hold -down pad • Friction between the tank, backfill materials and the surrounding soil D METHODS OF ANCHORAGE All methods of anchoring basins use the weight of the backfill materials to offset the buoyancy forces. The use of supplemental mechanical anchoring methods (a concrete hold -down pad) increases the amount of backfill ballast, which is mechnically, attached to the basin. The recommended method of attachment is to pour concrete grout over the basin's anti - floatation flange and concrete grout over the basin's anti - floatation flange and concrete hold -down pad (see attached illustration) D ANCHORAGE REQUIREMENTS Requirements of anchorage, thickness of concrete hold -down pads, as well as the size of anchors and reinforcement must be calculated for each installation based on the environmental conditions of that specific installation. WARNING !! Use "submerged" material weights when calculating anchorage requirements. Example: weight of concrete (150 ponds per cubic foot) minus the weight of the water (62.4 pounds per cubic foot) equals a "submerged" weight of 87.6 pounds per cubic foot. FOR ADDITIONAL INFORMATION PLEASE CONTACT: Topp Industries, Inc. P.O. Box 420 - 420 N. State Rd 25 - Rochester, IN 46975 Toll Free (800) 354 -4534 / (219) 223 -3681 / Fax (219) 223 -6106 E -mail: toppindustries a,toppindustries.com / Web -site: www.toppindustries.com P.O. Box 420 ♦ 420 N State Rd 25 ♦ Rochester, IN 46975 • Toll Free (800) 354 -4534 ♦ (219) 223 -3681 • Fax (219) 223 -6106 E -mail: toppindustries (a?toppindustries.com • Web -site: www.toppindustries.com INDUSTRIES INCORPORATED FIBERGLASS BASIN INSTALLATION REFERENCE GUIDE 30" MAXIM LIFTING CABLE OR CHAIN SPREADER BAR FINISH GRADE {{I{{E-{{{{I{ ,. CAUTION: HANDLE WITH CARE DO NOT DROP DO NOT IMPACT DO NOT ROLL DO NOT WRAP CABLE OR CHAIN AROUND BASIN r COMPACTED SUB -BASE MINIMUM 12" OR 6" WHEN USED WITH CONCRETE HOLD -DOWN PAD • ADJACENT STRUCTURE, FOUNDATION, FOOTING OR PROPERTY LINE MINIMUM 4 6:'0• MINIMUM \ IN THE ABSENCE OF BUILDING CODES, OR REGULATIONS, MAINTAIN A MINIMUM DISTANCE OF FIVE FEET PLUS A SLOPE OF 45" FROM ,'\ THE BOTTOM OF THE COMPACTED SUB -BASE TO THE BOTTOM OF THE ADJACENT STRUCTURE'S �\ FOUNDATION, FOOTING OR PROPERTY LINE. 1" 3/4" 1/2" 1/4" PEA GRAVEL CRUSHED ROCK BACKFILL MATERIAL REQUIREMENTS .,{{{III0{{I{ OPTIONAL LIFTING LUGS SLOPE AND SIZE OF EXCAVATION AS PER OSHA AND ENGINEER'S SPECIFICATION. IN THE ABSENCE OF THESE, CONSIDER CONDITION OF SOIL, DEPTH OF EXCAVATION AND SAFETY CONSIDERATIONS. BASIN ANTI- FLOATATION FLANGE COMPACTED SUB -BASE AND /OR CONCRETE SLAB AS PER ENGINEER'S SPECIFICATION. -- 12" MINIMUM BACKFILL COMPACTED TO A MINIMUM SOIL MODULUS OF 700 PSI FIBERGLASS BASIN AS REQUIRED PER ENGINEER'S SPECIFICATION BACKFILL MATERIAL CONCRETE GROUT AS REQUIRED PER ENGINEER'S SPECIFICATION NOTE: The intent of these installation instructions and illustrations is to ensure that damage or premature failure to the basin will not occur. These installation instructions and illustrations are NOT intended to preclude normal safety procedures which should be followed to prevent injury to personnel. SAFE INSTALLATION PROCEDURES SHALL BE ENTIRELY THE RESPONSIBILITY OF THE INSTALLER. 7 -130 10078 REV.1 050802 Z }Z- Z a,W QQ � JU 00 W= F- U) W W0} gJ u. u =W F- _ Z f. F- 0 Z W W U� 0- 0 I- WW H LL O W.. co Z Tope I :\ ( I'? I■ A I Fiberglass Basin Installation Reference Guide FIBERGLASS BASIN INSTALLATION REFERENCE GUIDE CAUTION: DO NOT 00SIP Mt DDO OVOY MOmgL� D0 Mt MAP Cif= DM MAIN COMPACTD 8112 -ems tni is' o= O° MIN MID !1YE COMM' 101.0—DOWN PLC among BTNOCIUM, POU} OMON, J ann 02 mortar ors III- IIII -IIII III -IIII -III III -III III�III- IIII -IIII -III - SUNUFAI \, �a m TER mom or ttarnaoec woos. ota 120LILLTIONS, OMAN A MINUWY DURUM MI NEAT NMI A. =IFS oT a.ol• ME Mined DP MI COMPICUM 202-LiDE TO ' � -r COMM &OR 1TZ SR K EA ME AMMON BTETUDD INI MUDDLED MUM I2 POoprile' LtEig •\ �� .r: tr :�: ��:. Etcsa,�hl UPEND GOO oMEN PPMADER KAP'a AND OP EITAVATLON AB P8 CTRL AND 107004120lP FPECIUCLTION. ]N TM MOM EA TEE cn i COOXTW W EMU OE EXCAY&?ION AND RUMMY' COIiNMMINID. Hl&51N ANl:— i'LWTTTDON NUNN 00011510/70 Bo® -ease =AM owicBZTB BIM a$ I NCIRIDrr'B BrecOra:aISCIN. it' IWiWIDI NM= SOIL 1001M121 OF TOO FM 11-1111.=.11177_ .III ill YOWL SPECIFIELTIOR NOM Ma Want of tbeaa ior+ta]]ation iaalunbuo■ and i]lvrieiioo■ la to encore that ammo or premature failure to the basin will. not occur. Thaw inelkallation iartroctiona and I]LuatraIioma are NOT iatio ded to prealuda normal safety Km:mam a■ which eheuid be followed to pTevart inhkrytapozeionnaL 9AF8 ENSTLILA7JON PAOOIDU E0-2 eBALL FY =4 4.11 TlI2 KESPORSIDIIUTY OU THE C TALLEY. Nib OPATSL tally 11001 BACEPO:L X4T LLL ]CBQIiUEIlY 11096 1112R1 IldiDVIZI P.O. Box 420 • 420 N State Rd 25 • Rochester, IN 46975 • Toll Free (800) 354 -4534 • (219) 223 -3681 • Fax (219) 223 -6106 E -mail: tonnindustries Ptonpindustries.com • Web -site: www.tonninduslries.com ova •, , «.n* r 9, �--- PANEL ,-T --STAY F-R,ETURNS Foow/c0P--A 6) REVISIO\ NO. 1 BATH A102I RECEIVED clrl OF TUKWILA -;, AUG .. 1 2004 PERMIT CENTER niev City Of Tukwila BUILDING D PIKE' 47�w reocenE FIRE i V t� . ()) Lehi Vac- -> Foie- M ,NE11 cokyror CEMo Floor. Ram (w /e Aigiaz power layout) Scale:' /4" = 14 -0" Note: Transaction counter shown forscale: Location andHayout•TBD. c 1V +1=0416,:ff fd•:!vr.S'�!.f ".5:::^!SV" y;.. '4.F; v.. {.: -•. ti [W'cia .,•, • • . : 7t PANEL T-STAT —RETURNS Fir\irr-t FlakfQ. MDF ex-V6- mcp- ITM- RE WED FOR CODE COMPLIANCE RECENED E,v7- Orr? OF Vul(WitA — IANG i• • 2(104 PE IT cENTER City Of Tukwila BUILDING DIVISI EN '.1" tsfi FLAK) . Fib o.r Maw (wittgigliaz power layout) Scale? 1/411. = 1-0' Note: Transaction countershown forscale Location anci'layout.TF3D. Ammintwern . F-PANEL -STAT RETURNS Li &i-rn m&/1-ivAc Ftat4.3 . 11ME- X/ T RECEIVED CITY OF TUKWILA Reffectext Cei F9 (w/exi sti ng. I i ng an dillialayo.ut) Scale 1/41' = -07' • • • VISSER ENGINEERING June 30, 2004 Patrick Allen Williams Scottsman, Inc. 14407 Smokey,Point Blvd. Marysville, WA 98271 Re: 28x32 Building for the Museum of Flight Plan Check Comments ofJune 21, 2004 Visser Engineering Project #WSM133488 Dear Patrick: PILE C REVIEWMP� FOR CODE CO APPROVED JUG. 1 2 2004 City of Tukwila BUILDING DIVISION The following comprises our response to the above referenced plan check comments: 2. The modular building is not a deferred submittal, it is approved through Labor and Industries. 3. The attached calculations include the partition loading. 4. The plans and details have been revised to show a permanent foundation. The wood portion of the foundation that is within 6- inches of grade is to be pressure treated in accordance with the provisions of UBC Section 2306.8. 5. The plans and details have been revised to show a permanent foundation. 6. Detail 6 /S-1 has been revised. 7. Details 3 and 5 have been revised. 8. The detail has been revised. Shear capacity of panels is per IBCO Report ER-2403 (a portion of which is attached), actual capacity is 0.82 *230 = 189 plf. Shear capacity of the top plate nailing is 4/3 * 122# * 12 "/8" spacing = 244 plf. Anchor bolt capacity is 4/3 * 570 / 4 ft = 190 plf. Please call if you have any additional questions. N Aa ii iS E S o a w g g Foundations Modular Buildin 0 0 q. fi .0 ti op y o re4 C'5 .� N N Y N o LS y y h 4 C r W u cz F 9 utAs 0 0 n N N N e v 0 N 00 N N so 0 u 0 N 0 0 N 00 0 X CO i �44 W W =: ..JU UO U. W= J W0 J IL Z d. z O W 0 I- w IL W co U= 0 I— Z Calculation Sheet Title: Modula OCT. 21. Zv o5 Foundations Modular Buildin 4 4.1* ti N 4 4 M V b N A. a • b k C 1L C 0 8 m G 3 3141s 1852.813 725.1367 79.65517 1174.602 101.3793 1174.602 101.3793 N N 8 0 M M v CC h ° ° rn cp N t�1 C.1 vi h 0 O O •■ 00 N N CO N i 0 N N N VS o 0 00 00 01 oo 0 ▪ m '0a r • N • N a o e r(-1 nV r4 N 0000 O el 00 X X N 00 Z W 6 i0 O 0 N O w0 2 gQ N� I— W Z� F- 0 Z r • E 0 1— I UJ. IL I- - Z U_ cl)T r L Z Page 19 of 43 ER -2403 TABLE 18 ALLOWABLE SHEAR '1 FOR WIND OR SEISMIC LOADING (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS -FIR, LARCH OR SOUTHERN PINE 2 FOR 3/8" THICK RATED SHEATHING 3,4,10,11,13 NOMINAL NAIL 6 DIAMETER Inches) OR STAPLE s GAG fin MINIMUM NOMINAL FASTENER LENGTH 7 (In Inches) ALLOWABLE WALL SHEAR VALUES Panels Applied Directly to Framing Panels Applied Over 11 2' or 51a" Gypsum Sheathing Fastener Spacing at Panel Edges s (in Inches) 6 4 3 2 s 0.131 smooth or deformed 1 -7/8 or 2 -1/2 - 220 320 410 530 0.148 smooth 12 3 0.148 smooth 12 - 2 -53 or 255 385 510 650 0.120 smooth 3 - 180 270 365 465 3 170 255 330 430 0.113 smooth or deformed 1 -5/8 or 2 or 2 -3/8 - 165 245 325 415 - 2 -3/8 165 245 325 415 2 120 180 240 305 0.099 smooth or deformed 2-1/4 - 130 195 265 335 - 2 -1/4 120 175 230 300 0.092 smooth 2 -1/4 - 115 170 230 295 - 2 -1/4 115 170 230 295 14 gage 3 - 2 -1/4 or 1/4 2 - 205 305 410 520 15 gage 2 -1/2 2-1/4 1 -3/4 - 175 260 350 445 16 gage 2 1 -3/4 or 1 -1/2 - 140 210 280 360 14 gage - 3 - 2 -1/4 or 1/4 2 205 305 405 520 15 gage - 2 -1/2 2 -1/4 or 2 175 260 345 445 16 gage - 2 140 210 280 360 See footnote explanations and typical panel layouts following Table 21. Page 20 of 43 ER -2403 TABLE 19 ALLOWABLE SHEAR 1 FOR WIND OR SEISMIC LOADING (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS -FIR, LARCH OR SOUTHERN PINE 2 FOR 7116" THICK RATED SHEATHING 3,4,10,11, 13 NOMINAL NAIL a DIAMETER (In Inches) OR STAPLE a GAG MINIMUM NOMINAL FASTENER LENGTH 1 (In Inches) ALLOWABLE WALL SHEAR VALUES Panels Applied Directly to Framing Panels Applied Over 1/2" or 5/8" Gypsum Sheathing Fastener Spacing at Panel Edges a (In Inches) 8 4 3 2 s 0.131 smooth or deformed 2 or 2 -I/2 - 240 350 450 585 0.148 smooth 12 3 0.148 smooth 12 _ 2 -3/34 or 255 385 510 650 0.120 smooth 3 - 200 300 400 510 - 3 180 270 365 460 0.113 smooth or deformed 2 -3/8 or 2 - 180 270 360 460 - 2 -3/8 165 245 325 415 2 125 185 245 315 0.099 smooth or deformed 2 -1/4 - 145 215 285 365 2-1/4 130 195 260 330 0.092 smooth 2 -1/4 - 125 190 255 325 - 2 -1/4 115 170 230 295 14 gage 3 2-1/2 2-1/4 or 2 - 225 335 450 570 15 gage 2 -1/2 or 2'or 1 -3/4 - 190 285 380 490 16 gage 2 1 -3/4 or 1 -1/2 - 155 230 310 395 14 gage - 3 2 -1/2 or 2 -1/4 . 205 305 405 520 15 gage - 2 -1/2 or 2 -1/4 175 260 345 445 16 gage t4 _ . 2 140 210 280 360 See footnote explanations and typical panel layouts following Table 21. ``r.44440,4,- 1 • Page 21 of 43 ER -2403 TABLE 20 ALLOWABLE SHEAR 1 FOR WIND OR SEISMIC LOADING (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS -FIR, LARCH OR SOUTHERN PINE 2 FOR 15/32" THICK RATED SHEATHING 3,4,10,13 NOMINAL NAIL s DIAMETER (In Inches) OR STAPLE s GAGE MINIMUM NOMINAL. FASTENER LENGTH r (In inches) ALLOWABLE WALL. SHEAR VALUES Panels Applied Directly to Framing Panels Applied Over 1/2" or 5/8" Gypsum Sheathing Fastene Spacing at Panel Edges a (In Inches) g 6 4 3 2 a 0.148 smooth 12 2 -1/8 or 3 - 310 460 600 770 - 2 -3/4 or 3 255 385 510 650 0.131 smooth or deformed 2 or 2 -1/2 3 255 385 510 650 - 2 -1/2 215 320 425 545 0.120 smooth 3 - 220 325 435 555 - 3 180 270 365 465 0.113 smooth or deformed 2-3/8 or 2 2 - 195 295 390 500 - 2 -3/8 165 245 325 415 2 120 150 240 305 0.099 smooth or deformed 2 -1/4 - 155 235 310 395 - 2 -1/4 130 190 245 320 0,092 smooth 2 -1/4 - 140 205 275 350 - 2 -1/4 120 170 220 290 14 gage 3 -2 2 -11/4 4 or 2 - 245 365 490 620 15 gage 2 -1/2 21or 1 -3/4 - 210 310 415 530 16 gage 2 1 -3/4 or 1 -1/2 - 170 255 335 430 14 gage - 3 2 -1/2 or 2 -1/4 205 305 405 520 15 gage - 2 or 2 -1 2-1 /4 175 260 345 445 16 gage 14 - 2 140 210 280 360 See footnote explanations and typical panel layouts following Table 21. TABLE 21 ALLOWABLE SHEAR 1 FOR WIND OR SEISMIC LOADING (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS -FIR, LARCH OR SOUTHERN PINE 2 FOR 19/32" THICK RATED SHEATHING 3,4,10,13 NOMINAL NAIL 5 DIAMETER (in Inches) OR STAPLE s GAGE MINIMUM NOMINAL FASTENER LENGTH 7 (In Inches) ALLOWABLE WALL SHEAR VALUES Panels Applied Directly to Framing Panels Applied Over 112" or 518" Gypsum Sheathing Fastener Spacing at Panel Edges s on Inches) 6 4 3 2 a 0.148 smooth 12 2 -13 or - 340 510 665 870 0.131 smooth or deformed 2 -1/2 - 285 430 575 730 0.120 smooth 3 - 245 370 495 630 O.l 13 smooth or deformed 2-3/28 or - 225 335 445 570 0.099 smooth or deformed 2 -1/4 - 180 270 360 460 0.092 smooth 2 -1/4 - 160 245 325 415 14 gage 3 - 2 -1/4 or 1 /a 2 - 270 405 540 690 15 gage 2 -1/2 2 o4 1 -3/4 - 230 345 465 590 16 gage 2 3�4 - 185 280 375 475 See footnote explanations on the next page. 1 • Page 22 of 43 ER -2403 Load Framing Panel Layouts for Shear Walls Described in Tables 13 - 21 Shear wall boundary 1 r- Foundation resistance Footnote Explanations for Shear Wall Tables 13 - 21 'Tabulated values are for short-term loading due to wind or earthquake and shall be reduced by 25 percent for normal loading based on a duration of load factor of 1.33 and a diaphragm factor of 1.3. For diaphragm deflection analysis, deflections in Appendix Table B or C are used. 2Framing members: All panel edges shall be backed by framing members. Tabulated values are for 2 -inch nominal or wider framing members of Douglas -Fir, Larch, Southern Pine or wood species having specific gravities greater than 0.51. For other species: (1) Find specific gravity for species in Appendix. (2) Multiply the value tabulated above by 0.82 for species with a specific gravity of 0.42 or greater, and by 0.65 for species with lower specific gravities. 3Panel layout: Install panels either horizontally or vertically. 4Fastener spacing - intermediate: Space fasteners maximum 6 inches o.c. along intermediate framing members for 3/8" and 7/16" panels installed on studs spaced 24" o.c. For other conditions and panel thicknesses, space fasteners maximum 12" o.c. 5Nails with "T ", brad, finish or casing heads are not permitted. A deformed shank nail shall have either a helical (screw) shank or an annular (ring) shank. 6Staples shall have a minimum crown width of 7/16 ", outside dimension. 7Changes to fastener type, size or spacing shall be considered ifdiaphragms are required to withstand negative pressures of high winds or where prescribed in the applicable model code. Prescriptive fastener schedules are summarized in Tables 29 to 37. 8Where panels are applied on both faces of a wall and nail spacing is Tess than 6 inches on center on either side, panel joints shall be offset to fall on different framing members, or framtng shall be 3 -inch nominal or thicker and nails on each side shall be staggered. 9Framing at adjoining panel edges shall be 3" nominal or wider, and nails shall be staggered where nails are spaced 2" o.c. 18C-D, C -C Exterior Sheathing and other panel grades covered in PS 1 or PS 2. 11 The values for 3/8" and 7/16" panels applied directly to framing may be increased to values shown in tables for 15/32" thick panels of the same panel grade, provided studs are spaced a maximum of 16 inches on center or panels are applied with long dimension across studs. 12Framing at adjacent panel edges shall be 3 -inch nominal or wider, and fasteners shall be staggered where nails with shank diameters of 0.148" or greater and penetration of 1 -5/8 inches or greater are placed 3 inches on center or closer. 13In addition to requirements presented above for fastening of shear walls, all other requirements of the applicable model code pertaining to shear wall design and construc- tion shall be met. "Two-inch-long staples have insufficient penetration when wood structural sheathing is applied over 5/8" gypsum sheathing and shall only be used if wood structural sheathing is applied directly to framing or over gypsum sheathing having a maximum thickness of 1/2 ". TABLE 22 ALLOWABLE SHEAR 1 FOR WIND OR SEISMIC LOADING (POUNDS PER FOOT) FOR 5/16" and 3/8" PLYWOOD PANEL SIDING SHEAR WALLS WITH FRAMING OF DOUGLAS -FIR, LARCH OR SOUTHERN PINE 1,2,6,7,8,9 NOMINAL NAIL DIAMETER 3 (In Inches) MINIMUM NOMINAL FASTENER LENGTH 4 (In Inches) ALLOWABLE WALL SHEAR VALUES Panels Applied Direct to Framing Panels Applied Over 112 "or 518" Gypsum Sheathing Fastener Spacing at Panel Edges (In Inches) 6 4 3 2 S 5/16 "Thick Panel Siding 0.099" casing nail (6d casing) 2 - 140 210 275 360 0.099" finish nail 0.099" smooth 0.113 casing nail (8d casing) - 2 -1/2 0.113" finish nail 0.113" smooth 3/8" Thick Panel Siding 0.113" casing nail (8d casing) 1 -5/8 - 130 200 260 340 0.113" finish nail 0.113" smooth 0.128" casing nail (10d casing) - 2 -3/8 160 240 310 410 0.128" finish nail 0.128" smooth See top of this page for typical panel layouts. 'All panel edges backed with 2 -inch nominal or wider framing. Panels are oriented either horizontally or vertically. Space fasteners maximum 6 inches o.c. along intermedi- ate framing members for 3/8" panels installed with face grain parallel to studs spaced 24" o.c., and 12 inches o.c. for other conditions and panel thicknesses. These values are for short-term loading due to wind or earthquake, and must be reduced by 25 percent for normal loading. 2The tabulated values are for fasteners installed in Douglas Fir, Larch or Southern Pine (Group II species). Species groupings are described in Table A, Appendix A. To determine the allowable values for Groups 1,111 and IV species, as shown in the Appendix, multiply the value tabulated for the Group 11 species by the following factors: I -1.00, 1I1 -0.82, 1V -0.65. 3Steel wire fasteners exposed to the weather in service shall be zinc - coated by a hot -dip mechanical- deposition or electro- deposition, galvanizing process. 4The tabulated penetrations are for fasteners installed in species with a specific gravity of 0.50 or greater. Penetration shall be increased to 13 diameters for species with a specific gravity of 0.42 to less than 0.50, and 14 diameters for species with a specific gravity less than 0.42. 5Framing at adjoining panel edges shall be 3" nominal or wider, and nails shall be staggered where nails are spaced 2" o.c., and where nails 0.148" diameter or more, having penetration into framing of more than 1 -5/8 inches, are placed 3 inches on center. 6Panel thickness is measured at fastener locations. 7Changes to fastener type, size or spacing shall be considered if diaphragms are required to withstand negative pressures of high winds. See Tables 29 through 37. 81n addition to requirements presented above for fastening of shear walls, all other requirements of the applicable model code pertaining to shear wall design and construc- tion shall be met. WILLIAMS SCOTSMAN Mobile Offices • Storage Products And More Fax To: Fax: 206 623 -5206 Phone: 206 682 -7770 Re: Steve Thompson WILLIAMr c:,OTSMAN, INC. 14407 Smokey Point Blvd Marysville, WA 98271 Phone: 360 651 -1800 Fax: 360 651 -8849 Toll free: 800 - 782 -1500 From: Patrick Allen Pages: 2 Date: Steve, sorry, it must have not gone through the first time Thanks Patrick Allen Sales Representative Fu's REVIEWED FOR CODE COMPLIANCE APPROVED JUL'i 2 2004 PAP City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN. 1 201)4 PERMIT CENTER O a A O 0 Pthl W Style y li N N 14 N 00 00 00 00 x x x x N 0A0 . N N N N N N 00 CO CO CO CO lb O LA 00 CO LA J N W LA LA N L W N • C A .o / a O f' P tri Loa A /� / J 0 0 0 a O. H // T H u, / U N N O /tra N 0�0 0 J �Ap 0 14. O N B a u A A IN N a O 0 0 G a b 8 0 oo O LA 0 0 0 t 0 sr .�J 1 0 O 8 CO O N a 00 oa NO a V N ha N 0 to iO Style Pa• a 0 W L1 O' P toa U N 0 A 0, 10 COA 7O1' 0 V N -1 14 N 00 0 11,• , A O U AAo Tr• P J 1 A 1. 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MINIMUM 630 CFMs OUTSIDE AIR REOUIRED PER WS VIAOC CHAPTER 3 AND TABLE 3-4 AND OSSC CHAPTER 12. 5. 10- OR 8' DIFFUSERS WITH NO MANUAL DAMPERS. TYPICAL AS NOTED ON PLAN. A. USE ISOLATION SLEEVES AT LINE CONNECTIONS TO PLENUMS PER UMC CHAPTER 6 AND IUC CHAPTER 6. 3. SEAL TRANSVERSE JOINTS IN ACCORDANCE WITH UMC CHAPTER 6 AND IMC CHAPTER 6. 00 c 4 2 0 2 t r m x Z a 0 2 E • p V 2 r?, = _9 /I N�Id ONI1I3O G J 3 1d H 0 0 0 0180 0NF93D 030634606 —1 co 0 0 0 b 0 0 0 r t. ct It t , , 44—.4 ,,,,,,L4.4.444.4„..,4....x4.4444,44.4404.1444744.144)4u,414;i44.44444:4)41.4.2■.:144i.i.",i,")>X':•i4) • • -- IOl..P1n1 O1[1 Ill .MI NOI\,I,.O.1n1111O 11 ,,, ., .,., —, S. 1111 AR trimoilllly I14 l)\A CIRRIiiiiiI O'iS0V61T1 H011.1S1111i 1000/1.17/1 iH itNi M. 11VIlONV .IN1''- 1IHISIIIINI H41l1H Ill A IH 4u1M4.11S111J \44111 CI 1VI714 I VIC SII I I 'i?t,1 UN! '.VrPTTC1911,1•.n :VP :Or r • .)NI S1IHLS1IGNI Hi /V1H'11O 111!11HA.111) '.71 1r,1.l run, tvviavi i I: C:i'Y17..1'. =..1 '� 1 1C"'c :H+ea+la -r.als m+AC1 °` or,- ':bri •yec -a P'.v. 1 1 1 ..s ?.. .700 Q E �w El D •r LT, VA '8 0 La 3 ;4o Co 0 N ti Pn 1 r m r 0 2 9 ti) N7jLly NVX31 T'GNVr z n c 3 D 2 0 27 O tI011dldOS31] w t 17)1®5[5em eee 1tloj04ypes INOTE ALL CONDUCTORS COPPER. I 100 AUP PANEL SINGLE PHASE 1 PANEL SCHEDULE I _ 1QUL'. I i 1 I11 g ELECTRICAL SYMBOLS R p 73 '1) ) ) ) ) , ) ' I I) n 1 Z � 2 R A Q i m '} ( % F DUPLEX P.ECEPT. HEATHER PROOT RECEPT. i i DESCRIPTION S'N E POLE SWTCH 1 ' < c • Elh 1 1 < < t . t 1111111111! 'CONNECTED LOAD C.M.C. LOAD TOTAL KVA CALCULA'ED AMPS LCAD K 1 $ a N K 8,1 I.Y z Y,zin i.,!: C 3 °,9 o 2 nn % N i ; N„> 2 Q �r" N g i i k G g 2 4 4 0c D'4 Ac lib aT Nip x U, w t Ieeaem eee 6R. INOTE ALL CONDUCTORS COPPER. I 100 AUP PANEL SINGLE PHASE 1 PANEL SCHEDULE I _ 1QUL'. I i 1 I11 VOLTAGE 120/240 PHASE: 1 0 "WI OM '1) ) ) ) ) , ) ' I I) ,),)))1)))))))y 11111 1:17 < < > > 1111111® 1 ' < c • 1 ! < < t t 1 1 < < t . t 1111111111! 'CONNECTED LOAD C.M.C. LOAD TOTAL KVA CALCULA'ED AMPS LCAD K :t .t $ a N K g it K g K K ;w''.uVV, K K K K liir AEMBee®eee©AE NOD731OHd 1N]HHf3AAO flfrl of 2 dO11S 1V3N 2 a 30v110A NONVA3d0 0 v z 0' N 9 U D w X 0 2 A . 0 2. ALL CONDUCTORS ARE COPPER. TYPE THHN If TOTAL KVA CONNECTED LOAD AMPS y r f 0 tot Dmy MOTORS, COMPR. TOTAL ' LARGEST to m 8l' gi ty+ O O Ij UGHTING EXTERIOR INTERIOR EXIT EMERGENCY TIME QOCK EXHAUST FANS VOLTAGE 120/240 PHASE: 1 0 ELECTRICAL PLAN REVIEW LOAD CALCULATIONS m 0 X 'r I < . < < 1 1 c > 1:17 < < > > < < > 1 ' < c • 1 ! < < t t 1 1 < < t . t < < t . 'CONNECTED LOAD C.M.C. LOAD TOTAL KVA CALCULA'ED AMPS LCAD K :t .t $ a N K g it K ti. a K K g K K ;w''.uVV, K K K K K K 1 iOc I llilxti IS 1 IIdu 0 • 0 13N '15313— Y4VNOVIO- 3NI1-3NO (3 ' v) snvM ,zc „d„ sNr+mc3 lIV13a 9NILOO1 NWn1OD QN3 c". 0 '111 7‘.111 al11\ 10 TV. • (.4 9NILOOd 3Ni1 39VI W4 1, s. 0 0 0 A 0 NVII NOI1VaN(lO1 .bee,414f.":434, -4.4■447,4..c.A.` • 0, ... `.....' ....," [] ri i EJ/ r--' . 1 •., -Nr-• -N-- ,, El T .• 0. Ca .... . g ,.... ,,.. _,..r.— ...._.0 T. a rvi .. " —6 7. f 0. • ....-N ] .bee,414f.":434, -4.4■447,4..c.A.` • • „,.. " : ; ' ti io re 0 (0 CI W 11.1 x o. u. w g !Q 0 w Z I-- 0 Z LU w 2 D 0 0 - 1.- W ul I b cd to J- o Reid iddleton July 7, 2004 File No. 262004.005/00402 Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Museum of Flight Ticket Pavilion (D04 -167) Dear Mr. Benedicto: RECEIVED 'JUL' 0 2 2004 COMMUNITY DEVELOPMENT We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. Enclosed are two copies of the revised structural drawings. One copy is bound with the originally submitted site plan. We are also forwarding the structural calculations and correspondence from the structural engineer for your records. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. Kyli K. amatsuka, P.E. Seni r Engineer Enclosures cc: Julie Lawton ehw\ 26se\ planrevw \tukwila \04 \t004r2.doc\kky Engineers Planners Surveyors Washington Oregon Alaska Reid Middleton, Inc. 128 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Reid iddleton June 21, 2004 File No. 262004.005/00401 Mr. ken Nelsen City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal Museum of Flight Ticket Pavilion (D04 -167) Dear Mr. Nelsen: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The permit applicant should address the following comments. A copy of this letter has been forwarded to the project contact for your convenience. 1. The following list of comments should be responded to in itemized letter form. The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All information should be submitted directly to Reid Middleton, Inca The modular building is considered a deferred submittal per UBC Section 106.3.4.2. Deferred submittal requirements should be noted on Sheet S -1. 3. A 20 psf partition load is noted on Sheet S -1; however, no partition load was considered in the design of the foundations per the submitted calculations. Where a partition load is used in the floor design, a load of not less than 10 psf should be included in the seismic weight per UBC Section 1630.1.1. 4. Precast concrete bearing pads, 16 inches square by 4 inches thick, are proposed to support the wood -frame modular building. The bearing pads are set on existing grade per Detail 2 /S -1. The following comments should be addressed: a) Footings should have a minimum thickness of 6 inches and be founded a minimum of 12 inches below undisturbed ground surface per UBC Table 18 -I -C. b) Footings supporting wood should extend at least 6 inches above the adjacent finish grade per UBC Section 1806.1. 5. Wood plates or sills should be bolted to the foundation of the foundation wall using a minimum of 1/2 inch diameter bolts. The bolts shall be embedded at least? inches into the concrete or masonry and shall be spaced not more than 6 feet apart. There shall be a minimum of two bolts per piece, with one bolt located not more than 12 inches (or less than seven bolt diameters) from each end of the piece. Refer to UBC Section 1806.6 and Detail 6 /S -1. Engineers Planners Surveyors Washington Oregon Alaska Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Ken Nelsen City of Tukwila June 21, 2004 File No. 262004.005/00401 Page 2 6. Plate washers a minimum of 2 inches by 2 inches by 3/16 inch thick should be used on each sill plate anchor bolt per UBC Section 1806.6.1. 7. The note regarding the beam -to -post connection should be clarified in Details 3 and 5 /S -1. It appears plywood gussets are required on each side of the beam/post. 8. The plywood thickness, grade, and pressure treatment should be specified in Detail 6 /S -1. Calculations qualifying the 180 plf shear capacity of the shear panel section should be submitted for our review. In addition, calculations verifying adequate capacity of the specified connections to transfer lateral loads from the modular building to the shear panel section should be provided. The review comments listed above should be responded to in itemized letter form. We recommend the permit applicant have the Engineer of Record respond and resubmit two copies of the revised set of structural drawings and one copy of the supplemental calculations directly to our office. Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. K ie K. Yamatsuka, P.E. Se for Engineer cc: Julie Lawton ehw \26se \planrevw \tukwila \04 \t004r 1.doc\kky Reid iddleton June 16, 2004 KylieYamatsuka, PE 728 134th Street SW Suite 200 Everett, WA 98204 RE: Structural Review — D04 -167 Museum of Flight — Ticket Pavillion — 9404 East 1Vjarginal Way South Dear Mr. Yamatsuka: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code per your earlier conversation with Ken Nelsen, Senior Plans Examiner.. If you should have any questions, please feel free to contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: Permit File No. D04 -167 J�Lw.t_�a.:.' PLAN REVIBIV/ROUTING SUP ACTIVITY NUMBER: D04 -167 PRO.ECT NAME Museum of Flight DATE 08/18/04 SITEADDREM 9404 E Marginal Way S Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 2 After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention ❑ Structural ri Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete I 1 Comments Incomplete ri DUEDATE 08/19/04 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAI LID: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials LETTER OF CO PLETEN FSS MAI L®: TUESITHURSROUTING: Please Route Structural Review Required No further Review Required REVIEWERS INITIALS DATE APPROVALS OR CORRECTIONS DUEDATE 09/16/04 Approved Approved with Conditions❑ Not Approved (attach comments) Notation: REVIEWERS INITIALS DATE Permit Center Use Only CORRI.11 ON LETTER MAI LID: Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials Documenlslrouling dip.doc 2 -28 -02 PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D04 -167 DATE: 8 -11 -04 PROJECT NAME: MUSEUM OF FLIGHT - TICKET BOOTH SITE ADDRESS: 9404 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: Af 9-IZ Building Division Public Works u Fire Prevention Structural n Planning Division Permit Coordinator • DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-1204 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required E No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 9-9-04 Approved ❑ Approved with Conditions _ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slIp.doc 2-28-02 �idv8'h.:i�e t6 PERMIT COORD COPT: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -167 DATE: 05 -20 -04 PROJECT NAME: MUSEUM OF FLIGHT — TICKET PAVILLION SITE ADDRESS: 9404 EAST MARGINAL WAY SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision #_afters permit is issued DEPARTMENTS: igt)G 1-4 Building it vision E] Fire Prevention [� PublMs 406 S,41,19/, Structural rl DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Pi 616-C4 Planning Division Permit Coordinator DUE DATE: 05 -25 -04 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO TING: Please Route Al Structural Review Required PINo further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06 -22 -04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY Documents /routing slIp.doc 2-28-02 PROJECT NAME: i1 u �''� Tl�i 14 �L� PERMIT�"'O :. I I 14o Site Address:'L/UL/ ti/ 47 - etztjefi Original Issue Date: _I/22_0.- REVISION LOG Revision No. Date Received 1 i 1 Staff Initials I Date Issued / /I f. ; ••Staff Initials / 1 01/ ‘"f/ 5f 1,10) S I C ft in - i i Summary of Revision: I. 4 / 4/4 44 / ( ' ,di' 4, ,. Received By: G -►c_vG ?61-7—:.,•3 g, 16 -a' f tplease print) Revision No. Date Received Staff Initials 1 i Staff Initials Date Staff Issued Initials A 1 f -1 ic 'd' / /I f. I )Lv Je / ;3 /6 (-j 1 44.1 65 4"46i 4avo1 p ✓ICS..` 0'1 / 0 &was Summary of Revision: C /.i Ued ‘"f/ 5f 1,10) S I C ft in - Received By: r r I */oc k (please print) Revision No.. • Date Received Staff Initials ( Date I Staff Issued I Initials I I Summary of Revision: Received By: (please print) Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Received By: (please print) Revision No. 1 Date Received Staff Initials Date Staff Issued Initials Summary of Revision: Received By: (please print) 4'� " "�7''✓ -,fit City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: ?-1/*-- T Plan Check/Permit Number:O 9'-- / (a % ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: I%l UCScini 71 Project Address: 9''2 f/ „/mot Contact Person: 4r/ Jich Summary of Revision: (eivve'r7 cre,.,y, 1 /Dr'cS',S. E;(1\ 4, s cCovv\ oPomne codNi /e s,5. -1-1„;s is c i- r (2' 0-,o hone Number: ae v - %93 - /0 ire 747/ t !'); •J L */ e s lni, Ps RECEIVED ."ITV CW TI IKWII A 7)/Lic-s AUG 1 8 2004 PERMIT C6NTEP Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 321' Entered in Permits Plus on noa y jLJ 08/06/03 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 13 ' // • CI Plan Check/Permit Number: D Q /6, 7 El Response to Incomplete Letter # 0 Response to Correction Letter # Revision # i after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner N! (.airy) Project Name: A) R2 K- Pc Project Address: Contact Person: C/ <f� Summary of Revision:ptv,�� Phone Number: 20&' '53P2. 6v l vt'7 cITY OF TI IKWII A AUG 1. 1. !iJl)rX PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 5 --n-bq 08/06/03 •'i,u. .P1. :.'� .. 1.t.k.., A 1 Vr 2 :tiirA.cl,U.t. <fiv ' i'.:lL^.1 ".:t. 4f'fwYt•F'+•. . " City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: jfj •a,% � Plan Check/Permit Number: V9,I.V Response to Incomplete Letter # Response to Corre ti n Letter # re. Revision # / Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: 44th/ 4' e Project Address: 1 Contact Person: Summary of Revision: n7 /au nri Aivd ,.. / PI .nP Num U1 / Pl . ne Number: ANIVAIM 6'77‘ RECEIVED JUN ti 2 4 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: J Entered in Permits Plus on w DECEIVED JUN 0 2 2004 PUBLIC WORKS 08/06/03 Sent By: SELLEN; 2065219288; Oct -17 -03 11:18AM; Page 2/2 • 'V 171525 052.00 (8197) DEPARTMENT Or LABOR AND INDUSTRIES 'REGISTERED AS PROVIDED BY LAW AS CONS!: CQI4r QENER.AL' ty �l,rti;. %L riV *'I '�f�''�:ik 1141fiJ,CY ; i,:!tr'41{�,!ir fir' :a I- • •li i.St'! ''. .0,. '' _ . 't r. , � fir• • �� . (I 3.1.11 • .•..4,.:•.d`.l�o,r`1,;'. ,.` .iv ili. •'r ..,.:.0`,,: .t1 •y�'�o'\'�:, • SELLEN CONSTR CO% INC ' : ' • PO .BOX'' 9970 SEATTLE'•WA 98109 1 11 11 1 1 5 1 1 • 1 1 certify that the above registration number is true and accurate as a sworn notary in the City of Seattle, State of Washington, County of King. By: 64w.1..0 - G , , Catherine D. Eperson SEMEN CONSTRUCTION 227 W..+111114 Avr,. N. pr,,) 6.,,n 41970 Srvulr., WA 911109 June 1, 2003 Date Tel (206) 612.7770 Fur ()A61 623.5106 www,seIIcn rnnl (ft IiF �i r.0 N'NA1.1 111 I,i�NSTR11t IIUN MANAC.FMFN: 1"u.Tt7U,Ft 5L vl:.t t'tR Jl.P rr'P TWO LOCATIONS: REMOVE PORTION OF EX. WALL. CREATE NEW ENTRY RECESS W/ FLOOR SLOPED SLIGHTLY TO DRAIN T)WARD-1DE P. ROVIDE NE 6' -0' -0` HIGH LASS DOORSI ROVIDE RECESSED UHTS IN SOFFIT VE FILL b rrwb, AND CONSTRUCJ ' S WALLS W/ GWB ON 5.5 METAL STUDS W/ R19 INSUL VB TO INSIDE, BLDG PAPER, METAL SIDING EXTERIOR. INSTALL TWO ACCESSIBLE RESTROOMS WITH 3' -0" X 7' -0' DOORS, HC LAYS, GRAB BARS, DIMS AS SHOWN. EXISTING AUTO PARKING FURR OUT WALL TO MATCH EXIS11NG UTILI1Y PANEL EXISTING AIRPLANE PARKING LANDSCAPING, PAVING, ANA FENCING UNDER PREVIOUS PERMIT VERIFY LOCATION OF EXISTING FENCES BEFORE FINALLY LOCATING BUILDING. EXISriwc CONCRETE SIDEWALK RUNS nbbj MUSEUM OF FUGHT DPNON MUM NMI PROVIDE PRE -GUILT MODULAR BUILDING, 2r- 8 1/2" WIDE BY 32' LONG, WITH REVISION NOTED, FF 2'- 4' MAX ABOVE ADJACENT GRADE. blue Modular 13100 Plecomed 1 Modiketions Date 5/1W04 /04 jII.PiitPiii PAWL SITE Draw SATE 3 ,SCdr /10' _ 11_0s kb No. 24144.00 10 0 seg Doc{ vawl .117 .• w..••• LINE OF EDGE OF MODULAR BUILDING BEYOND NEW ENTRY RECESS IN MODULAR BLDG BEYOND DETAIL SIMILAR EXCEPT USE DIMENSIONS SHOWN ON THIS SECTION AND PROVIDE NO 55 CABLES. • 7 1/2* OD PIPE, GALV. HT. DIN. 15 TO CENTERLINE. MOUNT 1 1/2" AWAY FROM UPRIGHTS. RETURN 70P END TO WALL RETURN BOTTOM END TO UPRIGHT. 3/4" X 2 1/2* STL FLAT GALV BAR FOR TOP RAIL AND UPRIGHTS. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 12 2004 City BUILDING DIVISION LINE of EQUAL SPACE TOP & BOUOU SECTION AT RAMP 1/4- = 1.-o- sthb � OF FLIGHT EPANION hie Modular eldg Plummiest & r.aficollon. Date 5/11/04 11b sEC11oM Al AMP town 11 Mgt( ElFWf1O1 Al AMP WOK *AV( • 1 -0* .lob Net 21944+,00 28ON VERIFY FOR 1 IN 12 SLOPE BOTTOM OF RAMP. CURB AND RAIL EXTENSION DIMENSION. Q A err MAY 2 0 2004 �•r fillAY 0 :;; PERMIT CENTER .�•. a�i.S 1441- 1 t. 0 • 9 .a.• T tow 0 0 N6+ —J 2 fr tr 4i h • S /26 /2004 • ••■•r.r• WATER AND SANITAR`! SEWER NOTES 1. ALL WATER L INES SHALL HAVE A MINIMA OF 3 FEET OF COVER OVER THE TOP OF PIPE . MAINTAIN A WIN 11A1M OF 12 INCHES CLEAR AT CROSSINGS WITH UTILITIES OTHER THAN SANITARY SEWER LINES. MATER LINE SHALL PASS UNDER THE OTHER UTILITY IF THE MINIMUM SPECIFIED COVER CANNOT 6E OBTAINED l E. MAINTAIN A MINIMUM OF 18 INCHES CLEAR BETWEEN CROSSINGS OF WATER LINE PIPE AND SANITARY SEWER LINES. WATER LINES SHALL CROSS ABOVE SAN; TARY SEALR LINES. 3. COORDINATE POINTS SHOWN FOR ALL SURFACE FEATURES ARE TO THE CENTER 4F THE ITEM, UNLESS NOTED OTFERWI SE . 4. WHERE THERE IS 12 INCHES OR LESS OF VERTICA.. SEPARATION BETWEEN CROSSING UTILITIES, PROVIDE ETHAFOAM CUSHION OR APPROVED EQUAL. • r • •M• •1. A 4 • li • • •:, , • i A. :i ;. $ •• • i • . • -4; ••• !' ..f • •f t• 9 • r ,r F'• �`' • • • i • • 1 1 • CIE VARIES H 8" •' ` RAILING PER ARCH _ r M4 0 18M � M4 1 " 80T ♦1 .�. 0 2 .�— •4 N9OKED DWL 12,TYP 05 . 15h EW EXIST PVMT \-(3) 115 CONT, TYP SACRIFICIAL FORMWORK, AS READ TYPICAL RAMP SECTION NTS CONN' TO BLDG W, COORD ,W/ MECH : • INSTALL "•.S$NJT • 4 OFF VALVE & PROVIDE rr.VALVE•.BOX TO FIN GRADE': •.:CONK TO EXIST .. ' 1 r • • t om 25 LF TYPE K COPPER WATER • • .•• Y_•., • :.* v • • »fir. s,. • • • • • 0 NMA/ "t" • SEE ARCH BLDG.. r y • :• y ••�lyyy L - ••••■• • y .. • •1� i •. 1' •; • • j f • • t • • • 11 .1 40 4 • "a • ••11' - r .4,', =':.. : .. '1.1 t' - ..,... ' • ...I/J.1 • ' i } . '.,....i.'1•,.. . e / }= •.. . • r Si . • . `. - • ;' • i ` ` • 1 • "' ►�'� x ' ....• . : a • ..4. • •' .. •1� i .i, •.• '. •i : ...... . vi'. '. .rl 1 #ter . . .1 1 :... .,, k; - N 193,071.38 t •• •.. ' ' :, >t r E ..1,638,152.38 . • 255 LF 6" SS • 2% MIN SLOPE & Pi/ 2.5' MIN COVER CO N 192 998.42 E 1,638,182.41 -' • r CONN TO BLDG SS, .! • • • ... • • ,.. OOORD wi MECH •,.,:• ._•.. --• .._ -.... � :'• ` �:� -• �,,,; - _ : `. �" �_ - "' _ ... �F' ..', .. - .,� t ,�!' ,.# TUKWILA_ STD � , i•' • ��o - .�. . ..:,,� -: ..... ..... •,a.. . • i ' .. �,' '• �• ;PLAN SS 2, TYP ~_ 1 :0.4...;..ift...'..i . ,• ti _ N 192.1.74-4 92759 - '1 ': -_ ' . ,•' - >N 1929 59 -rr _ .� _ ,� �•••• , -,:. •...1 ►,. '. r. � � ..• :. 1, 4., . , ...... . _ 1 • .. ~ •' it r •.e = � .,..♦1 :. '1�.• �:�'.�,,r yam•! 7a: �`r� i /. • .""'`• -••�.� ._� +; ,r r. «'�T w'.J•,�•r. . +�': _ � .:11.....r4:- • 1 "�... '.c, •� 1 1j• ••'-' 7 • . -- w • • ►:.• ._.fi r?' . w'i� �• • ••. -'+tv ft: ..-11113/* ' • •• - 1; '` • • •�S�.r : '_" *•' a f. .mss, •h, • CO PER CITY OF r• • • ' I • •} '• 3 • • r• • •4. :;.. I ./ ' • :• i ` i .c j"7.-. -- • /. 601•4•4••••••• • - • , • • • •.; , -• • .; ?•1;. • • t•. •_• • .. Y • •r .• . • • r • • • EAST :,: _._._ WAC-S'OUti-i J 1 ggilllOgOgggilB01111 gilgigggilfigfiggligg0 •4_ a • • • • ■ r. • • • • • • t. • • • 1 • ' CONTRACTOR SHALL VERIFY AU. EXIST UTIL LOCATIONS 19(1004 ‘10 ul ,iN.1_4 193,146.20 Tf:S. 4s4 • • • • • . • 7771 • • • • ••••;•:, .• • • ft•-:•■• • • • .1771.::: ;141. -* • • t • ... •ar:... ••• •... . • 1 t7. f •'• /i.4 • •• • r .• 7 • 7 7:fr. • ./. . ar „ •' 20 0 20 stale 1" • 20' - -f nbbj 111 South Jackson Street Seattle. Washington 98104 (206)123.5555 Fax (206) 621 -2300 Magnusson Klement Associates Structural 4 Civil Engineers 13015th Avenue, Suite 3200 Seattle, WA 98101 Weisman Design Group Landscape Architecture 2329 East Madison St Seattle, WA 98112 The Greenbusch Group Acoustical Consurting 1900 West Nickerson Saeet, Suite 201 Seattle, WA 981:9 THE MUSEUM OF 40 teat • S";;Pi:" P. • At974■09 • • Se's 2 • •;. • • • • • .MUSEUM OF FLIGHT EXPANSION Seattle, Washington ! ; SITE 3 DESIGN CONCEPTS • • • • • • 1. • • • REVISIONS 4111114110 0 1114..414..4*. • • • • • RECEIVED CITY OF TUIONILA ? 2'3 eft PERMIT CENTER RECEIVED JUN 0 2 Z004 TUKWILA PUBLIC WORKS REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 2 2004 City Of Tukwila BUILDING DIVISION These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the .designer. Addition% deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. - Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: - By: 4•44.4.1.14 4111111.4.1141014444. 414.0.44.4.4.44•4144411.1111.114. 4.00.4.4440100.01 SIM 4.1111444.• • IM REVISION NO..L. 401•40.41114 4111. •••■•4441114111•111111.4.4 bc-fore isSLA UTILITY PLAN RECEIVED MAY 21 MA THE SENECA GSM' • C102 /47 • S•01104 Ptd SLG (SWMB. (lice tCv$$3 FS Wt tdono.pt 1) j siorLobbycv6t, e3*C102.dgn • WATER AND SANITARY SEWER NOTES 1. Al WA'! R L I FES SHALL HAVE A M I N I MA( if 3 FEE T OF CUYEA OVCR THE TOP OF ::PE. MAINTAIN A MINIMA OF I..:,iS CLEr.? AT CROSSINGS WITH L'' JITIES OTHER THAN SANITAP' 5:.11 LIt:S. nATER LIFE SHALL PASS UN' ER THE OTHER UTILITY IF Tn£ .:•.:.;. SPECIFIED COVER CANNOT BE OBTA.\ED. 2. MAINTAIN A 4 ;N11AJY OF 18 DICKS CLEAR 8:T..7N CR:n!SINGS OF WATER LiNE PI -E AND SANITARY SEAR LINES. 4a:....1i LIt.ES SnAI.L CROSS ABOVE SANITARY SEVER LINES. 3. "OORD;KATE POINTS SHOWN FOR C. SURFACE FEATURES ARE TO Tif CENTER OF THE : TEM, UNLESS NOTED OTF£Rol 4. MERE T•ERE IS 12 INCHES OR LESS OF V'"RT!. ,1 SEPARATION BET'EEN CROSSIN_ UTILITIES, PROVIDE EINAFO:-. GIT A ri\OVEO EOOAL. !1 re • r. _ . :'••�•` •`t .• 1 f -.1• • ii: .still 1 1! • • r IQ • '.. • I • �• , • • • • • .,1 '^ •M•''i1'l�:• '•Are:'; '• r • J • `1 I,. :7! .,„„,, . • «/?Lt►-.1% -... ;, • 1�a . J •.. • • ' •'r rte' 1•:!. ; \2'i,i -44 wr• VARIES, SEE ARC, ..1-� RAILING PER AR;,� 'M 0 10.---\ •� le I 'M 0 12' BOT -\ •r ts Lpe or] j EXIST PV4T `C3) +5 CON T, TIP SACRIFICIAL FC:...,.:kRK, AS RE,.J f *4 N9OKED DWI s12,TYP *5 0 15' EM TYPICAL RAMP SECTI( )N •NTS II;_t L:1't.. f • 3 •:. `• r�� , tOrNN1 To BLDG rr,' i COORD W/ TECH OFF VALVE el PROVIDE r.VALVE-BOX TO FIN WOE-- • T3 Ex: sr 2 N. 7. .:rY? ' :4 r i5 E -R \ COPPER MATER — � :s. /.'_ .z' ` .11-1, om `s'- ... - S • V r.t. \ • // r.- / •. 1 . • r' 11 • 1 • :;i 1• • p+ • • • • A • • 1 • •:, • i1 / • 1 : 1!;,, •y. *•:...:. ,•,- ire- .i- •.t,.�••.. / 4• \ •% • .PRE- ENGINEERED'64D3,. SEE ARCH r--- 1 �►► coves' �" 0102 C1O2 1 ; 1,. : I • / • 1 I. • 1. ! s :: 1 i :, l . r. l i 14 1 • 1 • i •. i r , � t • -!` -Are , : :// .1,3,..... \ 1.,49.. 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A 1- ^•'•JL� -• •�. `Y•f t �,• 'i �' .�: •1!. -..� ••-•• ••� •-'-. �� «a �.•.. \,1�,h " J •11r- _ -- -.I': a • - ='. . • Y.•.,} ..... •-.. •• -..___ • .-.. ...�1..,,,�,� • .fti _ V �i ...•�L� �.` - -• •. !•1‘ at :IY*SA •+r ^� .!�i -1 � •) a '�% • „'�... `V~ 1 711IY1 ^�r •r' ��r • • �'!•��iw ...� • J.. -•i: �w.a ti1M1 I• • •`, • - ► )•• _ - !.. • • .. ?i j 13r.J '•.-.} i r 1 - a.. ►,:�.' " +.ate.. _ ., - � �. r..�:•v• .� �.'.... � 1•r�•� � •Es�J,�f• .1� .'.k.......- �nR�- �..�.�..� -tip .....•. : • �. �.�..:�..�..1�s�. .,►. !�.L.•�' =�•.� : ; .� w _� f�=•_ '� ... :r•�'r1 ♦ Ztlrt \I,'�1 / .• _ - A'I•• ,. . +``•`•► ••�- .- .. .: •% Y e - -• •..- `!. ' � , •r'• �s',� •- • � 1• '♦r L1• - _ .w! J,,.• }.K!'«i • _ / -J ►{•• _.. .,,- `� _. .. ��T..;IS;,.t>.^ -• : ; .••• _ �•_�. �••.. ... };:` i'• �.t •. _ w• _» • rV/ ■r^, \�• \�� K�\ Q- �• �'• ! -. -... • 1•�• -•FiD Y- �_ -y - �i �•• = e1i /Lf :. ���jT•�v .1�i ^ia•,��_} .�K _•'. -•• -~ •`•'` -'��'i -' -•�.♦ •v - ' ;, \ '� \ \� \��� \ \`.'t�r\a�.6� /�-- '�'•r�...� - '• /` •"-•r. •� it�. » . `7 -i• • _ 7 __ "�'•�7r:: • •,;••y�� •'- =�.a1y • • nbbj 111 Sotto Adam Me sue, wsstinpn 116104 555 2329 East Manson St Fay (201) 621-2300 Met WA 20112 Ma rwsston lbw* Assoder's •c 1301 *Owe, Sure 3290 Swat VIA 90101 Weisman Deer G• W Aithool-40 ro 0 $c.t 20 40 ' • zO' t1�r ReOIwnoisch Cute Am•letal Consulting 1 W1* lickerstor, SINK Suit 201 Srr.� 90119 THE MUSEUM OF li MUSEUM OF FLIGHT EXPANSION Seattle, Washington SITE 3 DESIGN CONCEPTS • x The plant have been reviewed by the Public Voris Department for conformance with current Cif stassdards. Acatotasts b subject to errnre and omission whisk sot sulsodss vioktions of adapted stride de ere collmooi The responsibility for the adorimoirof the dodo crate totally with the designer. ,Y or to these - drawls. slat lb an wig void t lad will ttglitf t of reload drawitp for siblaquest tppmel. final acceptance k to ko to field inspecton by the Pablo Voris utilities inspector. REVISION NOIfi D WY O AUG 18 pT CENTER R£V1 �..: �r/y1 1 - k� 73\A r 111• • A mot /• • • • AMNIA •••••••••••■ — ■ M E•••1 w io ate— mein& UTILITY PLAN 1j0y- /G7 City Of1%kwls JILDING DIVISION • 82888 32'-0" FOUNDATION SCHEDULE a PERIMETER POSTS AT 51-6' MAXIMJM SPAGIN6, PER DETAIL 2 a 44 MIDSPAN SUPPORT WITH POSTS OR STANDS AT 5' -' MAXIMUM SPKON6, PER DETAIL 3 @ NOT USED ( MARRIAGE LIFE SUPPORT'S AT 51-4' MAX SPACING, PER DETAIL 5 • PER ETER SFEAR PAWL PER DETAIL 6 C NOT USED ( , (2) 4x4 HF*2 POSTS AT ROOF BEARING POINT 21248 DESIGN LOAD 51606 SFEAR PNEL CAPACITY 2450• FRICTIONAL BASE GAPAGITY 21248 DESI6N LOAD 5160° SHEAR PANEL GAPAGIT' 24508 FRICTIONAL BASE CAPACITY PRO.ECT CRITERIA: 2000 P5F ASSUMED ALLOWABLE BEARING ASSfreD ROOF DEAD LOAD: FLOOR DEAD LOAD: DESIGN ROOF 91011 LOAD: DESIGN FLOOR LIVE LOAD: DESIGN r P ? SPEED: 4WIND BASE SEAR: SEISMIC ZONE: SEISMIC. Y'EIGHT: SEISMIC BASE SHEAR: 12 PSF 10 PSF + 20 PSF PARTITION 25 PSF 50 P5F 80 MPH EXPOSURE B 4gs08 TRANS. / 41008 LONG. 3, R s 55, Gas 036 (144'1 UBC) 56,52* 424848 (A5D) 66' 1i-co FOUNDATION FLAN - Museum e F I ieht, '14O4 East Mare ina 1 Nay South, Seattle, hA MARRIAGE LINE RIMS PER BUILDING MANUFACTURER FOOTING PER I/SI JAGKSTAND W/ 4000# MINIMUM CAPACITY, INSTALL PER MANUFACTURER'S INSTRUCTIONS 1 POST PER PLAN eEAR1NS Pic HAS 35006 CAPACITY IN 2000 PSF sou. FLOOR SUPPORT BEARING PADS Vi ssER ENCINEER!NC 3455 SOUTH 344' WAY SUITE 230 FEDERAL WAY, WA. g800I VOICE: (253) 835 -0810 FAX: (253) 835 -0813 4x8 HF*2 MIDSPAN- SUPPORT BEAM TOENAIL TO FRAMING ABOVE WI/ (2) 8d COMMON 48 "oc FOOTING PER 1/51 JACKSTAND W/ 4000* MINIMJM CAPACITY, INSTALL PER MANUFACTURER'S INSTRUCTIONS MARRIAGE LINE RIMS PER BUILDING MANUFACTURER 4 FOOTING PER 1/51 ---- -/ 4x4 HF*2 POST SET ON ASPHALT SHINGLE AND ATTACHED TO BEAM WITH EITHER A SIMPSON H2.5 OR 16" PLYWOOD GUSSETS ON EACH SIDE, NAILED TO BEAM AND POST W/ (4) Sd EACH BEARING PADS ACcOMODATE 6-3 SPACING MARRIAGE LINE SUPPORTS - EXCEPT AT ROOF BEARING POINTS Ibd COMMON 0 8 "oc ---- -\ FROM 2x TOP PLATE TO ;BUILDING RIM JOIST 2x4 P.T. HF *2 Fur's. 24 "oc P.T. 2x M DSILL ANCHOR TO FOUNDATION ,W/ 161 ANCHORS ®4' oc WITH NO LESS THAN TWO ANCHORS PER PIECE AND A MAXIMUM END DISTANCE OF 12 ". EACH ANCHOR SHALL HAVE A 2 -INCH 50., " THICK PLATE WASHER 4x8 HF*2 MIDSPAN -- SUPPORT BEAM TOENAIL TO FRAMING ABOVE W/ (2) 8d COMMON 48 "oc FOOTING PER 1/51 4x4 HF*2 POST 77v--- SET ON ASPHALT SHINGLE AND ATTACHED TO BEAM WITH EITHER A SIMPSON H2.5 OR 16" PLYWOOD GUSSETS ON EACH SIDE, NAILED TO BEAM AND POST W/ (4) 8d EACH BEARING PADS AGt oMODATF 6'-3', N1175PAN BEAMS AGGOMODATE 54' SPACING M I DSPAN SUPPORTS ;-.) i i• MODULAR BUILDING BY BUILDING MANUFACTURER 14" P.T. PLYWOOD SHEAR WALL, FASTEN NV GALV. 166A x I" STAPLES ® 4 "oc AT ALL PLYWOOD PANEL EDGES, AND 12 "oc AT ALL INTERMEDIATE STUDS. NTI NUOUS PERIMETER FOOTING III I1 I1E1III (2) *4 CONT. 7774 PA18 WW CAN RESIST IDO PLF OF NW OR 5EI94IG SCAR SHEAR PANEL SECTION PION mho approval is subject 0o ems and on ce. /wool of construction door wits does not autholte the violation of any adopted code or oninenoe. Irk d approved Field aty at Wads BUILDING DIVISION :. t allYMNI Ns - dud M suds is the sops � t work wake* prier sporrlwsl ad Tolman MMus ',IPA' n NOTE: ANliione will nobs a now pin AM IN ORd Row Include addIllami pion miss III & • O REVIEWED This NM was ,renewed Ibr geoeiai amlbasams wi■ as bilowlag Serwanal Pariahs at toe Mikan lkildlog Cab Nooareawal ravishes at ike Unless Ode 0 warms sun sanlw Resdadons filer SI -30 1VA :) 0 waskiagoss tine amp Cola liar *141 w tfs pool "Also Is L OrwsOnsissw w c "mow of +post sad pools wow• sddso is r Iij L . os sM t+Mwpwsoisa r/ •s prsswly solodip. Ai PIMA ww - Mors w. ARUM M Wm" 4:also/ rf M w*sMlk s wtw is sirsolisA ebb do 1■iw d joiediolss Was sump .t IrciNi.s. OF 'M�w1U D_D4-10 io "0113 • T mu • GLASSR)M FONATQN WSM133488 is �o� WSW um,. MDV MONO MDV %iClIj 01 -12-04 •ww1 MOM 5-el ..,. k -�."�'�. 4w { " • •c �,}. fir• ., �-. .. . ,..r .. j ...• • :All► 'R'• A► w... . •..4► :... w...... �.. •4.r.... .s+i�..�Y..aw W +.+r.r +�+Yfi�M.r .: ...� vwr i.w- w+... w► r .. 4. • �" - • . a •YAP • . or4P0 a