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HomeMy WebLinkAboutPermit M07-175 - RIVERTON APARTMENTSRIVERTON APARTMENTS 14410 41 AV S M07 -175 Parcel No.: 0040000205 Address: Suite No: Tenant: Name: Address: Owner: Name: Address: 14410 41 AV S TUKW Contact Person: Name: KELVIN BATLE Address: 25500 74 AV S , KENT WA Contractor: Name: PERFORMANCE HEATING Address: 7649 S 180 ST , KENT WA Contractor License No: PERFOHA15ORT Value of Mechanical: $31,260.00 Type of Fire Protection: Cityf Tukwila RIVERTON APARTMENTS 14410 41ST AVE S , KING CO HOUSING AUTHORITY 600 ANDOVER PARK W , SEATTLE WA DESCRIPTION OF WORK: MECHANICAL UPGRADES ASSOCIATED WITH RENNOVATION OF EXISTING 3- STORY, 30 UNIT APARTMENT BUILDING. Furnace: <100K BTU > 100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial doc: IMC-10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us MECHANICAL PERMIT EOUIPMENT TYPE AND OUANTITY 0 0 0 0 0 0 1 0 0 30 0 0 0 0 * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 425 251 -0356 Phone: 425 251 -0356 Expiration Date: 04/30/2009 M07 -175 08/16/2007 02/12/2008 Fees Collected: $523.13 International Mechanical Code Edition: 2006 Boiler Compressor: 0-3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15-30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 1 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 M07 -175 Printed: 08 -16 -2007 Permit Center Authorized Signatur Print Name: doc: IMC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: M07 -175 Issue Date: 08/16/2007 Permit Expires On: 02/12/2008 Date: Ott 1(o,1/01 I hereby certify that I have read an ex. f►'L ' permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be compile • er specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: . e Date: r/` "42 7 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 suspende( or abandoned for a period of 180 days from the last inspection. M07 - 175 Printed: 08 -16 -2007 Parcel No.: 0040000205 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond - 10/06 14410 41 AV S TUKW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RIVERTON APARTMENTS 5: Readily accessible access to roof mounted equipment is required. PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: M07 -175 ISSUED 08/07/2007 08/16/2007 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 4: 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. 6: All construction shall be done m conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 13: 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. M07 -175 Printed: 08 -16 -2007 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: - . Date: C ;4 4'0 0 '7 Print Name: 7 ''' % g 'Wt. doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us M07 -175 Printed: 08 -16 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hyp://www.ci.lukwila.wa.us SITE LOCATION Site Address: 14410 41st Ave S Tukwila, Wa 98168 Tenant Name: Name: Kelvin Battle Mailing Address:25500 74th Ave S Mailing Address: 25500 74th Ave S Company Name: ORB Architects, Inc Riverton Apt. Property Owners Name: King County Housing Authority Mailing Address: 625 Andover Park West Suite 107 E -Mail Address: kelvin(dperformanceheating.com Company Name: Performance Heating & Air Conditioning Contact Person: Kelvin Battle E -Mail Address: kelvin (a�performanceheatinig.com Contractor Registration Number: PERFOHA15ORT Mailing Address: 607 SW Grady Way, suite 210 Contact Person: Geoff E. Anderson, AIA Company Name: BCE Engineers, Inc Mailing Address: 6021 12th Street E. suite 200 Contact Person: Scott Zimbelaman 0 \Applications \Forms - Applications On Line\3 -2(K) - Permit Application.doc Revised: 9 - 2(N)(, bb Building Permit No. Mechanical Permit No. in ' 0 7' /75 Plumbing /Gas Permit No. Public Works Permit No. Project No. (For office use only) 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.: 0223400010 Suite Number: Floor:lst 2nd Tukwila City E -Mail Address: Fax Number: New Tenant: ❑ Yes ❑..No Kent, City Fax Number:253- 867 -5775 Expiration Date: 4/30/09 Wa State 98188 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Day Telephone: 425- 251 -0356 WA State 98032 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) 98032 Kent, WA City State Day Telephone: 425- 251 -0356 Fax Number: 253- 867 -5775 Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Renton Wa City State Day Telephone:425- 226 -0446 Tacoma Wa City State Zip Day Telephone: 253- 922 -0446 98057 Zip E -Mail Address: Fax Number: ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record 98424 Page 1 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended /WalUFloor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM 1 Incinerator— Comm/Ind r. MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Performance Heating and Air Conditioning Mailing Address: 25500 74th Ave S Contact Person: Kelvin Battle E -Mail Address: kelvin(a,performanceheating.com Contractor Registration Number:PERFOHA 15ORT Valuation of Mechanical work (contractor's bid price): $ 31,260 Scope of Work (please provide detailed information): Mechanical upgrades per attached plans associated with the renovation of an existing three story, 30 unit apertment building. Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... [✓1 Fuel Type: Electric ❑ Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Q :Applicaions \Forms - Applications On Line\.3 -2(06 - Permit Application.doc Revised: 9 bh Kent City Day Telephone: WA State 425- 2581 -0356 Fax Number: 253- 867 -5775 Expiration Date: 4/30/09 98032 Zip Page 4 of 6 • Print Name: Kelvin Battle Mailing Address: 25500 74th Ave S BUILDING OWNE R AUTHORIZED AGENT: Signature: 0: \Applications \Forms - Applications On Line13- 2(06 - Permit Application.doc Rev ised: 4.2006 bh Kent City PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: g/ Day Telephone: 425- 251 -0356 WA 98032 State Zip Date Application Acc pted: Date Application Expires: Staff Initials: Dg /o7/0 Did -(07lo �t/ 1 Page 6 of 6 Receipt No.: R07 -01716 ACCOUNT ITEM LIST: Description MECHANICAL - RES PLAN CHECK - NONRES PLAN CHECK - RES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0040000205 Permit Number: M07 -175 Address: 14410 41 AV S TUKW Status: APPROVED Suite No: Applied Date: 08/07/2007 Applicant: RIVERTON APARTMENTS Issue Date: Initials: JEM Payment Date: 08/16/2007 09:48 AM User ID: 1165 Balance: $0.00 Payee: PERFORMANCE HEATING & AIR CONDITIONING, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 50725 424.50 Account Code Current Pmts 000/322.100 000/345.830 000/345.830 Payment Amount: $424.50 424.50 -98.63 98.63 Total: $424.50 1643 08/16 9710 TOTAL 42.4.50 doc: Receipt -06 Printed: 08 -16 -2007 Parcel No.: 0040000205 Address: 14410 41 AV S TUKW Suite No: Applicant: RIVERTON APARTMENTS Receipt No.: R07 -01620 TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Initials: LAW Payment Date: 08/07/2007 02:24 PM User ID: 1632 Balance: 5424.50 Payee: PERFORMANCE HEATING & AIR CONDITIONING INC Amount Payment Check 50715 98.63 Account Code Current Pmts 000/345.830 98.63 Total: $98.63 Permit Number: M07 - 175 Status: PENDING Applied Date: 08/07/2007 Issue Date: Payment Amount: 598.63 1205 08/07 0710 TOTAL 98.5 doc: Receiot -06 Printed: 08 -07 -2007 Proje ■ /*- < ld /ifa Jai r/7Ae Type of Inspection: ,riiv / Address: / 4 / 4/ /o 4'4z Date Called: Special Instructions: Date Wanted: 2 �/ 0 7 m. Requester: Phone No .2l9 4-70e- S 49a/ INSPECTION RECORD Retain a copy with permit M 7 INS ION NO. PERMIT IT NO. CITY OF TUKWILA BUILDING DIVISION �. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: itL-7- /r;itift/ eipt No.: 'Date: Date c, / .00 REINSPECTION FEE R ' UIRE ' . - rior to inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Pr ect: V. i e e (.p.4 . Type of Inspection: Fr 1%.) A Address: iL/ur.) \-tln,,S Date Called: Special Instructions: 1 rq, 1 _ , r<- V 10 6 ' " 1 Date Want - d: X.rii." Requester. Ph No: - 2 �� _ U () �— I c ( CITY OF TUKWILA BUILDING DIVISION y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 'B.,Corrections required prior to approval. COMMENTS: ■J A( — CcO INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. ec r: 58 00 REINSPECTION FEE 'Receipt No.: EQU Date: )1 ED. Prior to inspection. fee must be at 6300 Southcenter.Blvd., S 100. Call the schedule reinspection. 'Date: 3 (07 COMMENTS: ype of Inspection: �(y�IJ�� j ry DQ fr^r. / / "' r / • Address: /' /S/ /Q Z / / Az.. 5 Date Called: 5 v--••■•■c `/ 1 2.5- OP-v- Ps2c, V P ti Requester: ^- - 0 CA %----C ■ , z,..S, ° K- GAPS — 6 ieN-v ft- ■ , E C c Project: t/ /pal' / / 1 t i - / vH • 17/ <! ( ype of Inspection: �(y�IJ�� j ry DQ fr^r. / / "' r / • Address: /' /S/ /Q Z / / Az.. 5 Date Called: Special Instructions: Date Wanted: // — 3 0 —0-7 C. st p.m. Requester: Phone No: 2D6 -70Y 9f10 / / x INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 63 00 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 'Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Pro ct; ),/ / i aUN i�,Ia / ni5 Type of l spectio : � I) -i,,../ 1 dress , y/ ,9 0 Date Called: Special Instructions: �_ D ate Wanted: Cj - Z 7- 67 c a Requester: Phone 6 - 26 3 - 9&. 1 / ECTION NO. -- I NSPECTION RECORD a copy with permit PY mit / p PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. jJ Corrections required prior to approval. COMMENTS: nspect 00 EINSPECTION E REQUIR . Prior to inspection. fee must be aid 6300 Southcente Blvd., Su' a 100. Call the schedule reinspection. 'Date: fox c° perrra Gravity Load & Seismic Calculation For KCH RIVERTON 14410 41 Ave S. T1119,yila, Wa 98168 Prepared By RFA Structural Engineers 2013 4 Ave Suite 202 Seattle, Wa 98121 206.315.9700 Ext 106 f3 63 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 5 2007 ty Of ila japisVI ION RECEIVED CITY OF TUKuvILA AUG 07 2007 PERMIT CENTER AA A - Rev: 580004 User: KW-0600732, Ver 5.8.0. 1-Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Description mech unit joist General Information Section Name 2x12 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Length Uniform Loads Center Left Cantilever Right Cantilever Point Loads Dead Load 500.0 lbs Live Load Ibs ...distance 4.000 ft Summary DL DL DL 1.500 in 11.250 in Sawn 1.150 Pin -Pin Span= 8.00ft, Beam Width = 1.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 540.07 psi Fb 1,322.50 psi Deflections Center Span... Deflection , ...Location ...Length/Defl Dead Load -0.037 in 4.000 ft 2,626.5 Camber ( using 1.5 * D.L. Defl) ... @ Center 0.055 in @ Left 0.000 in @ Right 0.000 in Ibs Ibs 0.000 ft 1.42 k -ft 0.00 k -ft General Timber Beam Title : Dsgnr: Description : Scope : Job # Date: 3:41PM, 20 JUL 07 Page 1 rt.ecw:Calculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined 20.00 #/ft #/ft #/ft Depth = 11.25in, Ends are Pin -Pin 0.408 : 1 1.4 k -ft 3.5 k -ft at 4.000 ft at 8.000 ft 0.00 k -ft 0.00 k -ft 3.49 fv 36.69 psi Fv 207.00 psi Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.1 Fb Base Allow Fv Allow Fc Allow E Ibs Ibs 0.000 ft Total Load -0.047 in 4.000 ft 2,059.98 LL LL LL lbs Ibs 0.000 ft Reactions... Left DL Right DL 8.00 ft ft ft 1,000.0 psi 180.0 psi 625.0 psi 1,700.0 ksi 33.00 #/ft #/ft #/ft Maximum Shear Allowable Shear: Camber: 0.33 k 0.33 k Lu Lu Lu Ibs Ibs 0.000 ft * 1.5 @ Left @ Right @ Left @ Center @ Right Max Max Ibs Ibs 0.000 ft 0.00 ft 0.00 ft 0.00 ft Repetitive Member Beam Design OK 0.6 k 3.5 k 0.46 k 0.46 k 0.000 in 0.055 in 0.000 in 0.46 k 0.46 k Ibs Ibs 0.000 ft :;A -. , Left Cantilever... Dead Load Total Load Ef F � 3 Deflection 0.000 in 0.000 in ..Length /Defl 0.0 0.0 Right Cantilever... Deflection 0.000 in 0.000 in ..Length /Defl 0.0 0.0 �� . r , -.... N x N X W MU PROVIDE ADDITIONAL JOIST EACH SIDE OF MECH UNIT N TS r UNIT PARALLEL TO JOISTS EXISTING 1512 © 16�9c EXISTING JOISTS: 2x12 @ 16" o.c. 3x6 UNDER EDGES W/ SIMP A35 AT EACH END, TYP UNIT ATTACHMENT: #10 WOOD SCREWS AT 12" oc ALL SIDES 3x6 BLKG UNDER EDGES W/ SIMP A35 AT EACH END, TYP EXISTING JOISTS UNIT ATTACHMENT: #10 WOOD SCREWS AT 12" oc ALL SIDES UNIT PERPENDICULAR TO JOISTS TYP. MECHANICAL EQUIPMENT SUPPORT AT EXISTING ROOF SIMP U210-2 HANGER OR PAIRED SIMP A35 (E) 2x12 @ 16 " "oc, TYP. ,-- SIMP U210 HANGER MECH UNIT (2)12 OR 3x12 EACH SIDE OF OPENING MU MECH UNIT WITH HEADERED JOIST NTS #10 x 2 SCREWS C 12 " "oc ALL AROUND MECH DUCT: TO BREAK 1 JOIST MAX. 4 • rfa structural engineers . ..i- 1.._. ... ' I ( , f i -1 i �_� { ! 1 r � j PRO roso-d/ RF ATE S TNO. CLIENT DESIGN DEPARTMENTS: 'vision Complete Comments: Documents/routing sfip.doc 2 -28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: M07 -175 DATE: 08 -07 -07 PROJECT NAME: RIVERTON APARTMENTS SITE ADDRESS: 14410 41 AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued Sit RIk ofrr- Fir e Prevention Public Works ❑ Structural ❑ Permit Coordinator DETERMINAT ON OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DATE: Planning Division No further Review Required DUE DATE: 08-09-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 09-06-07 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License PERFOHA1SORT Licensee Name PERFORMANCE HEATING & A/C INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600601386 Ind. Ins. Account Id 49459900 Business Type CORPORATION Address 1 25500 74TH AVE S Address 2 City KENT County KING State WA Zip 98032 Phone 4252510356 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 12/30/1985 Expiration Date 4/30/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date GOWIN, RICHARD L Cancel Date 01/01/1980 Bond Amount GOWIN, CONSTANCE F #9 01/01/1980 853803C Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #9 DEVELOPERS SURETY & INDEM CO 853803C 04/28/2002 Until Cancelled $12,000.00 04/23 /2002 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= PERFOHA15ORT 08/16/2007 tn I • • • 122'-1D 1/2" 128.05' EAST It HEST It SCALE: 3/32"="1'-O" 415T AVE S. SITE PLAN RTU-I 44-1 1/2" 11111711g. • 14LI 1/2° Plan review rpprovat is subject b en and mission Approval cl ccr,:truction documents does not authrize) the violatIon code or ordinance. Receipt opprc•cJ J amiltions is =knot viedged: Ey Date: City of Tukwila BUILDING DIVISION VICINITY MAP NO SCALE KIN G GOUNTY PARCEL NO.: 0040000210 LEGAL DESCRIPTION: ADAMS HOME IRS LOT 17 LESS E 2q FT OF N 1/2 TGIAI JAI 11.10 FT OF S 60 FT OF LOT 18 TGIAI fr1 11.10 FT OF N 10 FT OF LOT Id - AKA PARCEL A OF GITY OF TUKIAIILA BOUNDARY LINE ADJUSTMENT NO Lq6-0056 RECORDING NO q611141416 SEPARATE PERMIT REQUIRED FOR: 0 mechanical ' "Electrical O urnbing us Gas Piping City of Tukwila BUL niNG DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new Wan submittal and may include additional plan review fees. RECEIVED CITY OF TUKWILA AUG 07 2007 PERMIT CENTER 2 I to t 2q 0 0. NEM 0 1 z k z 8 0 c , 3 co t S 4i•Laiw c 2 n LI a 3 0 - x , 0 CO CD CO CI DATE: 8/07/07 DRAWN: KB ENGR: MS APPVD: JOB NUMBER: 3062-07 MI SHEET 1 OF 1 . • . 8/S3.3 0 en cro 4 teJ 4 SCALE: 1 /8":4-0" c7 ROOF PLAN SEE 1O/S3.2 FOR MECHANI AL UNITS OVER TIIIS AREA, a M [!7 PLAN L .1 52.6 . szt t i zi U � RECEIVED CITY OF TUKWILA AUG 07 ZO01 PERMIT CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax [ EXPIRES: SEPTEMUER 17. 2007 I EGIS Housing Unlimited Partnership co Lu co e= 0 ;7 � u Lil W 111 Z Z W _.. CD > J O I 1 CC .1 I-- LLI ISSUE: CONSTRUCTION DOCUMENTS DATE: 18 MAY 2007 SHEET TITLE: ROOF PLAN SHEET: 2628 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1• IN LENGTH R A 1 EXISTING BASEMENT (FIRST FLOOR) SLAB- ON -GRA E EX. 1' -8" FOOTING PER • DETAIL 19/S3:1 11/S3.3 • SCALE: 1/2 1 EXISTING 8" BASEMENT WALL HSS. 6x2x% W10x12 6�. • 4)4 • •.•.S FLOG SCALE: 1/2 " =i' -O" FIRST F L 0 °O :.PARTIAL PLAN EXISTING ELEVATOR PIT FOOTING . ARTIAL PLAN PLAN PI AN EX, B" CONCRETE BASEMENT WA11_ -BELOW EXISTING 4" SLAB -ON -GRADE REPLACE WITH NEW 4" SLAB -ON -GRADE w/ 6x6 W1.4x1,4 WELDED ME FABRIC F2.0 J —\\ "---EXISTING 8" CONCRETE BASEMENT WALL BELOW SCALE: 1/2 "4-0" 6 .? SW -33 r J J r EXISTIN 8" CONCRETE BASEM NT WALL BELOW SECCNI] FLOOR PART! ..a L PLAN NOTES: 1. SW -X NOTES A SHEAR WALL PER 6/S3.2.& 4/S3.3. 2. HDUX NOTES A HOLDGWN PER 3 & a /s3.2. 3. SEE 12/S3.2 FOR SLAB -ON- GRADE. 4, SEE'3 & 6/53.3 FOR INTERIOR WALL FRAMING, 5, SEE 6/S3.3 FOR FRAMING AT EXTERIOR OPENINGS. NOTE THAT THE EXTERIOR WALLS ARE BALLOON FRAMED WALLS, NOT SHOWN AS IN 6/S3.3. 6. F2.0 INDICATES A COLUMN FOOTING PER 1/S3.2. 11 h PLAN L NEW EXTER PER ARCH. --- - �---- EXISTING 8" CONCRETE BASEMENT WALL BELOW 0 � NEW CONCRETE STAIRS REINF. w/ 1 14 0 12" oc TOP & BOT, EA. WAY - 1 PAVEMENT 1- 14/53.2 F2.0 RECEIVED CITY OF TUKIA/ILA AUG 0 7 2007 PERMIT CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax [ EXPIRES: SEPTEMBER 17, 2007 EGIS Housing Unlimited Partnership c i=12 z 0 =, I.= 0 E. Cr �c) oz 111 W OCtwE 7 LLI F W o -I Z ro 0 F- LU ISSUE: CONSTRUCTION DOCUMENTS DATE: 18 MAY 2007 SHEET TITLE: FIRST AND SEC . t ! FLOOR PLANS SHEET; 2628 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE ?IEASURES 1' IN LENGTH 17/S3.s • THIRD SCALE 4/2".- . P 5J49 ". PLYWOOD SHEATHING PER 2/S3.3 . 15/53:2 2x10 O:16" oc- F :FRAME WINDOW PER "12/53.3. A 18/S3.2 MP, HUCQ612 HANGER O.R. •.FL_AN NOTES: • 1. SEE 19/S3.2. AND 1/S3.3 FOR TYPICAL:HEADERS; 2. SW —X INDICATES A SHEAR WALL PER 8/S3.2 AND 4/S3:3, . SIMP. HUCQB12 HANGER . PO51' Iw SIMP E CC CD PLAN PER DETAIL 19/S3.1 2x10 . 04 16'` oc POST .BELOW w/' SlMP..EC 07.1 -6 POST CAP PER DETAIL 19/S3,1 A 18/S3.2 'SHEATH SIMP. PER SW--6 U210-2 HANGER O r W10x12 . 1i 7/53.1 • f MCIOx8.4 2x10 @ 1i oc 17 PER DETAIL 19/S3.1 TYP 11 PER DETAIL 19/S3.1 ' \ � 1 PER DETAIL 19/S3.1 TYP. ARC 1 NEW ADDITION EXISIING BUILDING NEW STEEL /GLASS CANOPY —GLASS INFILLS PER ARCH. 20/S3.1 - COORD. SUPPORT L. W/ ARCH. ELEVA11O 6/S3.1 l 1O/S3.1 Crl 4x10 ROOF PLAN SCALE: 1/2 "Y1' —O" -4 (1) PLAN EXIS11NG HIGH ROOF OVER ELEVATOR. ADD SHEATHING PER 1/S3.1 1/S3.1 10/S3,1 v RECEIVED CITY OF TUKW!L.A AUG 0 7 2007 PERMIT CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax 1 MIRES: SEPTEMBER 17, 2007 EGIS Housing Unlimited Partnership bd 1 3=3 1 Z co I= 0 F. Et Er o) < EL 0 z aa (0 0 0 W w IX © I (75 0I� J r ISSUE: CONSTRUCTION DOCUMENTS DATE: 18 MAY 2007 SHEET TITLE: THIRD AND ROOF FLOOR PLANS SHEET: r 2628 2. f' S SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES r IN LENGTH R >, W PLYWOOD 2x4 0 24 00 (2) #1Ox SCREWS @ 12" oc NO HORIZONTAL JOINTS IN PLY. UNTIL AT LEAST 12 BELOW DBL TOP it SHORT PARAPET NTS (2) SIMP- CS18 C518 x 20' -O" ALONG t, OF NEW BLKG (CONTINUOUS BEHIND FIN, TO BLDG CORNER)' NEW BLKG CONTINUOUS NEW 24416" oc FOR PARAPET. SEE 9/S3.1. NEW BLKG CONTINUOUS EXISTING JOISTS 0 16" oc SIMP. HDU2 2x12 0 16" oc LONG FIN: ANCHORAGE AT ROOF NTS T FOOTING PER PLAN NEW W' SHEATHING NAILED 8d r oc EDGES AND • 8d 0 12" oc FIELD' . EXISTING WALLS :(2) SIMP. A35,. FIRST 4 BAYS,. THEN (1) SIMP, A35; REMAINING BAYS: PLAN VIEW: AT 6' -O" FIN., AT ROOF `LEVEL • PLAN GRA r�s " PLYWOOD, NAIL AT Ad . 4) 6" AT.EDGES •®12" oc FIELD • ' EXISTING T&G. ADD " PLYWOOD RdQF, NAILED 8d..@ 6 oc AT EDG °AND (3) ROWS OF 8d .012 oc FIELD . EXISTING ;HIGH ROOF EXISTING TOP PLATE DEMO • EXISTING SHEATHING AB V. PER NOTE ABV. " ANCHOR 'BOLT .2x8, FACE NAIL (2) 16d. 0.24" oc 'EX. CONCRETE LEDGE BELOW (2) #4 TOP & BOT. OF FLAT BLKG CONT. FAm NAIL (4j ROWS OF . (4) 10d TO OUTER 2x12 :FACE-NAIL (5) ROWS OF• �6) .16d - (24. TOTAL • #4 16" oc VERT. (2) #4 EMBED w/. SIMP. SET EXISTING CONCRETE WALL • CONTINUOUS •TO BASEMENT ALLOON FRAMED WALL SECTION LARGE FIN E XTENSION FOUNDATION NTS EXISTING JOISTS 0 oc ROOF EDGE NAILING TO LEDGER • • • • • ' END JOIST w/ (5) 16d 'NAILS TO EA. STUD • BLOCK (2) BAYS (2)' SIMP: A34 EA. END,. ALT, OR U210 HANGERS NTS SIMP. HTSM16 STRAP 2x12 FLAT • UNDER 2x12 STUDS SIMP (2) A35 LONG FIN AT LOBBY ROOF (3RD FLOOR) G AT DECK � NTS NO 'EX. RIM BOARD ADD BLOCKING CONT, SEE 6/S3.1 SIMP A35 PER. 6/S3.1 (2) 2x12 14 ii --ONTINUOUS BOCK w/ SIMP CS18 ES. p NAIL PER 6/S3.1. (3) ROWS TO BLKG. • NAIL PER 6/53.1. (2) ROWS TO DBL TOP PL LINE OF EX. FIN. (DOOR) TO 3RD BALLOON FRAMED WALL GOING PERPENDICULAR AT CORNER EXISTING CONCRETE FOOTING TOP OF LONG :FIN NTS , TOTAL 1 , • Ox10" DOWEL. AT 1' -O" FROM END OF EXISTING FOOTING. EMBED/ MIN. 5" • WITH SIMP. SET EPDXY. 6/S3.1 v JOISTS: PARALLEL FIN. AT END OF 2x6 BALLOON FRAMING AT LOW ROOF GUARDRAIL 4x6 BLOCKING AT STRAP EX. FIN BELOW LOBBY ROOF JOIST PER PLAN ( #4 B EXTEND 1i" PLYWOOD SHEATHING TO TOP OF PARAPET SIMP. H2,5 FLAT @ 4' -O" oc AT STUD 2x6 CONT. BLKG SIMP. CS18 CONTINUOUS WHERE APPLICABLE, STEEL (3 (PER PLAN) BOLTED TO ) 2x10 BLOCKING w/ SIMP. A35 TOP & BOT. EA. END. SEE CANOPY DETAIL 20/53.1 12) 16d NAILS � (2 ROWS OF 6) EXISTING RIM BOARD AT FLOOR NEW 2x12 (2) ROWS OF NAILS 2x12 FLAT Y" CAP It w/ 1 "o THREADED x 3" THREADED STUD 2x12 FLAT - (4)10d E.S. 4' -0 "x10 "x1" PLYWOOD EXISTING JOISTS BRACE AT FIN. NTS SIMP. H2.5 FLAT @ 4' -0" oc (JOIST -TO -STUD) LEDGER. 2x10 w/ (5) 16d NAILS TO EA. STUD IT 1a14 Y.q� yY 1Yxe14 SIMP, U210 HANGER JOISTS PERPENDICULAR (5) 16d FACE NAIL, TYP. NEW DOWNSPOUT NAIL ROWS OF (4) 10d AT 6" (MIN. 7 ROWS) 2x4 BLKG EA, SIDE OF DOWNSPOUT AT FLOOR LEVEL DO NOT HAVE ANY VERTICAL JOINTS IN PLYWOOD, TYP. NEW W PLYWOOD EA. SIDE, NAIL 8d 0 6" oc EDGES, 12" oc FIELD (BLOCK EDGES) CONT. 2x6 BLKG, BETWEEN STUDS, TYP. AT FLOOR LEVEL ONE WALL IS EXISTING 2x6 FRAMING ONE WALL IS NEW 2x6 FRAMING (5) #10x4" SCREWS AT 2 oc VERT. TO EXISTING RIM JOIST. (4 ROWS TOTAL = 20 SCREWS) ADDITIONAL: #10 SCREWS 0 12" oc BTWN FLOORS WIDTH PER ARCHITECT TYP AT 2'-0° FIN AT 3RD & 2ND FLR NTS 2x12 2x12 CONT. TO FLOOR BELOW SIMP. A35 M NEW 2x12 �.- BLKG BTWN J OISTS 2x12 (1) ROW OF (4) #10x4" SCREWS FIELD LOCATE ROOF JOISTS BELOW t. AND FIELD DRILL HOLES FOR (4) #10x3 W 2) SIMP, HGA1O (LOCATE 1" FROM EA. EDGE) 2x12 EXISTING PLYWOOD (VERIFY) EX. RIM BOARD OR EX. STUD WALL W/ NEW 4x BLKG EX. RIM BOARD OR EX, STUD WALL W/ NEW 4x BLKG "0 LAG BOLT EACH SIDE (2) TOTAL. SEE 20/53.1 PARAPET WALL: NEW 2x4 0 16" (AT EA. EX. JOIST) NOTCH SHEATHING FOR 2x4 PARAPET WALL NAIL 8d 0 4" oc EX. SHEATHING TO BLKG EX. ROOF SHEATHING (VERIFY IF PLYWD. CONTACT ENG'R IF IT IS NOT PLYWD) EX. JOISTS @ 16" oc NEW CONTINUOUS 2x12 BLKG, DEMO EX. 2x6 VERT. BLKG (2) 16d TOP & BOT. SIMP, A35 @ 32" oc, TYP. ADDITIONAL SIMP. A35 REVD AT 6'--O" FIN., SEE DETAIL 6/S3,1 DETAIL NTS ? 4 "oA.B, ®32 "oc MATCH BEVEL EMBED 7" MIN. ON OPP. SIDE MATCH DEPTH EX. FTG EXISTING JOISTS boo #4 0 16" oc V T --4llrTruifflui i 1 ( # TOP & ROT. " i 413 1' -4 ADD 2ND BLOCK AT FIN w/ (2) SIMP. A35 EA, END ;16 (2)4 "0 LAG BOLTS CANOPY: PLAN VIEW • 1 I SINGLE TOP I T NEW PARAPET EMO EXISTING PARAPET 0. c, • • 14 NO VERTICAL JOINTS IN PLYW000 --t EXISTING 15vV1 4 EXISTING NEW HEADER SEE 12/53.3 CANOPY CORNER CONNECTIONS L2x2x4(e x 0' -6" IN CORNER 8 E IN �7 C CONT. SIMP, CS18, TYP. (2) CS18 BY 6'--0" FIN,, SEE DETAIL 6/S3.1 CUT EX. JOIST 2 p FLUSH TO EX. - 4 2 WALL STUDS n r EXISTING FIN. i --EXISTING CONCRETE FOOTING -111-111"'-11 1'--111 T, �T�rl : —m r 5 43"0x10" DOWEL AT 1'-0" FROM END OF EXISTING FOOTING. EMBED MIN, 5" WITH SIMP. SET EPDXY. WIDENING EX. 2 FIN. BETWEEN 2 UNITS TYP T&B INTERIOR ANGLES NOT SHOWN FOR CLARITY NTS GLASS ATTACHMENT BY OTHER 1455 6x2x46 AT 4' -O" oc • PIN, VERIFY SIZE SISTER 2x12 TO EX. 2x4, FULL HEIGHT NEW PARAPET H EX. _ PARAPET H (2) 16d T&B TYP. SOLID BLKG, 4 ROWS OF 5 16d 10x4" SCREWS AT EA, LAYER OF STUDS 4"0 A.B. ® 32" oc EMBED 7 " MIN. MATCH DEPTH EX. FTG (2) #4 TOP & BOT. -- -1 i I., NTS HIGHER PARAPET AT EX, n SHORT PARAPET (1/A-29) 10 , NTS tug" TOTAL r+) 1' -4" WIDENING EX. 2' FIN. AT END OF UNITS- CASE 1 1 x6x6 w/ (4) : "0x4" LAG SCREWS IN (2) VERTICAL ROWS 4 " 1 R #2 CLEVIS WO STEEL ROD 8'--O" oc #2 CLEVlS (2) Y " 0 BOLTS \ r ilL nS L OPED CANOP GLASS PE ARCH. � OWED 20 NTS 1 EGIS Housing Unlimited Partnership Z w w co i=12 0 1 7 ) LI_ ma A.? z < W w l— ()ML cct ITT: co co irc < < w CC 11) = LLI `I'< 0 I 4: 1 D ISSUE: CONSTRUCTION DOCUMENTS DATE: 18 MAY 2007 SHEET TITLE: DETAILS 2628 SISTER ON 2x4 x 8'--0" ONTO EXISTING BALLOON FRAMED 2x4 (0 16" oc) NEW W' PLYWOOD NAIL 10d 0 6" oc AT EDGES AND @ 12" oc FIELD (4) 16d NAILS T. & B., CONT. BLKG, DETAIL x x X X EXISTING FIN. AND FOUNDATION #4 0 16" oc V REMOVE EX. TOP PLATE EXISTING PARAPET r SIMP. H4 TIE AT EACH JOIST 1 1 413"0x10" DOWEL AT 1' -O" FROM END OF EXISTING FOOTING. EMBED MIN. 5" WITH SIMP. SET EPDXY. EXISTING JOISTS RECEIVED CITY OF TUK■WRA AUG 0 7 2007 PERMIT CENTER NEW POST: PSL 33 )(91 POST AT ELEV. SH PSL 31x7 POST SIMP, A34 EA END OF BLKG MC10, SPLICE AT HSS PERP WITHOUT DIAL. ROD HSS 6x2 44" %x6" LAG BOLT E.S. SEE 19/S3.1 4x BLKG AT BOLT (MIN. 4" EDGE DISTANCE TO BOLT) SIMP. A34 EA END OF BLKG EX, 2x4 SILL PL RE-NAIL TO EX. RIM BOARD 16d 0 4" oc 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP L PIRES: SEPTEMBER 17, 20071 SHEET: SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH MARK • FASTENERS TO CONCRETE FASTENERS TO WOOD STUDS OR POSTS ANCHOR SIZE /DIAMETER EMBEDMENT LENGTH • EXTERIOR WALL INTERIOR WALL A307 BOLTS SDS 1/4x3 SCREWS 16d COMMON NAILS WOOD MEMBER HDU2 5/8 "0 8" 8" - 6 - (2) 2x STUDS HDUB 7/8"0 12" 12" - 20 -- (2) 2x STUDS MARK DIMENSIONS . REINFORCING COLUMN 'REMARKS MARK • BLOCKING/ FON PLATE (MIN) (NOTE 6,7,9,11; • .:SERVICE • . "A" „ B „ „ t „ „ C „ ,. ;, „ . D " 48 "oc . LOAD; K 2x . F2.0 2'--O„ 2 ' 4 " 12 „ (2) #4.' . (4'114 8.0 460 MARK • SHEATHING • (NOTES 1;2,3,x;8).. � LATERAL TIT; . : � PLATE • (NOTE 5) : WALL PLATE TO OR BLOCKING NAILING . - • (NOTES 5,7,9) 5/8 ►, bIA. ANCHOR BOLT SPACING ALLOWABLE SHEAR CAPACITY (PLC) STUDS (MIN (NOTE 6,7) BLOCKING/ FON PLATE (MIN) (NOTE 6,7,9,11; .. APPLICATION • � � • PANlL fr[]G :NAIL .p.ACiNG (NOTE.B;7 ',9)' . "5W -6 ONE SIDE • . 10 .@ etc LTP4.0 24 "oc 16d @ 6 " 48 "oc 310 2x 2x SW -4 ONE SIDE 10d. @ 4 "oc LTP4. ©16 "oc. N/A 32 "oc 460 2x 2x SW -33 BOTH SIDES 'I0d (§Y 3 "ac LTP4 45) 6"00 • N/A • 16 "ac 1200 3x 3x SPREAD FOOTING SCHEDULE SHEAR WALL .SCHEDULE NOTES: 1. SHEATHING SHALL BE 1/2" OR 15/32" APA RATED CD GRADE PLYWOOD, TYP UNO, 2. SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING. ' 3. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES, 4. PROVIDE 10d @ :12 "ac AT ALL INTERMEDIATE:SI.JPPORTS (FIELD: TYP UUO. • 5. LATERAL TIE PLATES OR WALL PLATE TO-.BLOCKING. NAILING IS:REQUIRED WHERE SHEATHING' IS DISCONTINUOUS, i.e., WHERE ADJACENT-SHEATHING EDGES ARE NOT NAILED TO THE . PIECE OF FRAMING.' TOE NAILING IS NOT PERMITTED. LATERAL 11E PLATES MAY •6 . SUBST1TUTED - FOR •WALL PLATE TO BLOCKING NAILING. INSTALL. LATERAL. TIE . PLATES- OVER . ,APA •RATED SHEATHING PANELS. USE COMMON NAILS OR EQUIVALENT-NAILS SUPPLIED BY CONNECTOR '.MANUFACTURER FOR TIE PLATES. A35 FRAMING ANCHORS MAY BE SUBSTITUTED FOR LATERAL TIE PLATES 'AT".SPACING SHOWN ABOVE. 6. SIMPSON UFP1O CONNECTORS MAY BE SUBSTITUTED FOR ANCHOR 'BOLTS, USING THE SAME SPACING AS CALLED. FOR' ANCHOR. BOLTS SHOWN ABOVE. FASTENERS INTO ACQ TREATED LUMBER SHALL BE HOT- DIPPED - GALVANIZED. 7. SIMPSON TITAN -HD ANCHORS MAY BE 'SUBSTITUTED FOR. ANCHOR BOLTS. USE THE; SAME • DIAMETER FOR THE TITAN-HD ANCHORS AS IS CALLED OUT ABOVE: FOR THE _ANCHOR BOLTS. ; . TYPICAL SPREAD NTS 8HEARW•.ALL.$cI1ED.ULE NTS EXTERIOR GRADE II WPM SLAB WHERE APPLICABLE - s c #4 H @ 16 "oc .01. - ill r , 11 P IV= Tri .. (2) #4 TOP 4. V:@ 18"�c LT HOOKS i -4 TYPICAL EXTERIOR UVAL NTS • SOIL BEARING CAPACITY •= 2000 PSF . (2) #4 BOT. TREATED 2x6 W 5 4'o HEADED -AB ® EMBEDDED 7 " : EXCEPT AS NOTED IN SHEAR WALL. SCHEDULE' INSULATE. PER t WALL & THICKENED' SLAB . TREATED.•2x :(WIDER. f . 4 TARTY :WALL:; $EE -ARCH) 4 . E CEPT:AS; NOTED ON • SHEAR' WALL:: SCHEDULE • 8. PROVIDE SHEAR WALL SHEATHING AND NAILING-FOR ENTIRE LENGTH OF WALLS NOTED ON PLANS:. 'ENDS.OF WALLS ARE DESIGNATED BY EXTERIOR OF BUILDING, CORRIDORS, WINDOWS OR .DOORWAYS. PROVIDE HOLOOWNS PER PLANS AT EACH END OF WALL. PROVIDE EDGE NAILING TO STUD(S) GRIPPED BY HOEDOWN. 9. SEE DETAIL 11/S3.2 AND THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION. 10. FOR DEFINITION OF NAILS TO BE USED, SEE GENERAL STRUCTURAL NOTES. 11. EACH ANCHOR BOLT SHALL BE 'INSTALLED WITH A MINIMUM 3 "x3 "x1/4" A36 PLATE WASHER THAT IS "HOT - DIPPED" GALVANIZED. CRITERIA; '20U3 IBC ..DOUG FIR LUMBER . :3000 psi CONCRETE ASTM A307 ANCHOR BOLTS WITH 2 -3/4" EDGE DISTANCE IN CONCRETE' AND 7" MINIMUM EMBEDMENT. • SEE . PLAN. FOR SLAB THICKNESS " AND 'REINF. TYP • etaP4 b ° OPo o llllll7i1 NTS a � SEAM 17 ,NTS DIM "A" 2" CLR PLAN 6 „ • MAX S ECTION CUT ALT WIRES @ JOINT CONTROL JOINT BEAM PER PLANS SIMP ACE6 POST CAP POST PER PLANS REINF "D" PARALLEL TO DIMENSION " B " EQUAL SPACING REINF "C" PARALLEL TO DIMENSION "A" © EQUAL SPACING CONT JOINT STRIP (JOINT CONTRACTORS OPTION) O ° o ° Q o a p n o 1 s. c A PLASTIC VAPOR BARRIER & COMPACTED GRANULAR FILL PER PLAN NOTE: PROVIDE CONTROL OR .CONSTRUCTION JOINTS IN SLAB ON GRADE TO BREAK UP Sf:AB INfiO •RECTANGULAR AREAS OF 150 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY ARCHITECT. TYPICAL SLAB JOINTS NOTES: 1. ANCHOR SHALL BE ASTM A307 HEADED ANCHOR BOLT. CONNECT TO FOOTING PER DETAIL 2. WOOD MEMBERS (MIN) ABOVE AND BELOW WHERE OCCURS AT FLOOR LEVEL. DO NOT USE LAG BOLTS TO FASTEN HOLDOWNS TO WOOD MEMBERS. 3. HOEDOWN SCHEDULE I5 PROVIDED FOR GENERAL INSTALLATION INFORMATION. NOT ALL OF HARDWARE SCHEDULED IS REQUIRED SEE PLANS FOR HOEDOWN CALL -OUTS AND LOCATIONS. CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION. 4. HDU ANCHORS REQUIRE SIMPSON SDS 1/4x3 WOOD SCREWS 5. IBC 2003, f'c = 3000 PSI, DOUG -FIR LUMBER ®HOLDOWN SCHEDULE SOLID BLOCKING SAME THICKNESS AS POST ABOVE NTS SEE PLAN FOR SLAB THICKNESS AND REINF T °000 9,trocob 0101 o00 00° SECOND POUR CONCRETE FOUNDATION 1 OR WALL NEW HOLDOWN AT SEW FOUNDATION BEAM PER PLAN CONSTRUCTION JOINT CONDITION © FRAMED FLOOR FIRST POUR JOISTS PER PLAN WITH SIMP 'U' FACE HANGER OR SIMP 'JB' TOP FLANGE HANGER SHORE EXISTING JOIST AS NECESSARY LICE TO WOOD POST BEAM/JOIST CONNECTION c o NTS m>� PLAN BURKE "KEYK9LD" JOINT SLAB ISOLATION JOINT-- - STOP REINF 1 CLEAR 1W' NON- SHRINK GROUT OF JOINT 0 EACH SIDE o • p° O ° Q0 ? 00. PLASTIC VAPOR BARRIER & COMPACTED. GRANULAR FILL PER PLAN NTS 3 A" BASE PLATE V 4BED) AB's - 1'-- SHEAR WALL SEE SHEAR WALL SCHED FOR ANCHOR BOLT REQUIREMENTS SILL PLATE ° 0 0 °O NTS 6 „ MIN ' TYP MULTI -2x HEADER t COLUMN & FOOTING 7 PLAN -4- HSS COLUMN PER PLANS CONC SLAB ON GRADE SEE ARCH TYPICAL BUILT -UP HEADER SECTIONS c aO0?,Q 0 00 0 0 °OO . • y \- SEE SCHEDULE FOR FOOLING SIZE & REINFORCING TYPICAL TS COLUMN & FOOTING HEADER 2x`S SNUG TO PLYWOOD SIDE, TYP t ,, PLYWOOD FILLER POST @ HOLDOWN SEE SCHED HDLDOWN AND BOLTS PER SCHEDULE SEE PLANS FOR LOCATION 2x4 / (2)2x HEADER NTS 10d @I 6 "oc JOIST PER PLAN BUILT-UP HEADER WITH FILLERS cj a OI EACH D SIp sr O �, �`�a r . tr 13z OF S MECH UNIT CD #Ar x LU UNIT PARALLEL TO JOISTS EXISTING 2'12 @ 16 pc I 1 UNIT ATTACHMENT: #10 WOOD SCREWS AT 12 oc ALL SIDES UNIT PERPENDICULAR TO JOISTS TYP. MECHANICAL EQUIPMENT SUPPORT AT EXISTING ROOF R ENEWE � CE CO DE ComPL Appct FOR SW, NAILS OR SIMP LPT4 PER SW SCHED 5 r, 2.x6 STUDS 2x6 1 ROOF SHEATH( PER PLAN 2x BLOCKING STUD WALL PER PLAN 15� TYPICAL BEARING @ INTERIOR WALLS (3)2x HEADER SPIKE EACH PIECE W/ (2)ROWS 16d SINKERS 12 oc, STAGGERED, TYP /h" PLYWOOD FILLER, TYP EXISTING JOISTS: 2x12 @ 16" o.c. B 3x6 UNDER EDGES W/ SIMP A35 AT EACH END, TYP UNIT ATTACHMENT: #10 WOOD SCREWS AT 12" oc ALL SIDES 3x6 BLKG UNDER EDGES W/ SIMP A35 AT EACH END, TYP EXISTING JOISTS AUG 1 2001 Ci�Y D f T YLD 14 DIVISION RECEIVED CITY OF TUKvtil LA AUG 0 7 2007 PERMIT CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425226.9115 Fax (EXPIRES: SEPTEMBER 17, 2007 EGIS Housing Unlimited Partnership co LIU L 00 D0) EL EL GO 0 < W I - CD W Q T- 1==1c Z Ft) 1 I- lt ISSUE: CONSTRUCTION DOCUMENTS DATE: 18 MAY 2007 SHEET TITLE: DETAILS SHEET: 2628 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1 IN LENGTH 1211161EMEZUMMILMEIB 3 2x4.STUDS 2x4 Ft 4x8 HEADER, U.N.O, PER PLAN NTS SIMPSON ST2215 TOP EACH END HEADER .OR BEAM PER PLAN (2) 10d @ EA END (4) 10d TOENAILS, 46" {E, TYP. #2 CLEVIS 9ti's6 STEEL ROD, (2) TOTAL AT FLAT CANOPY BY OTHER NTS #2 CLEV1S (2) 4 "0 BOLTS HSS 6x2x4f6 AT 4'--0" oc W10 • PIN, VERIFY .SIZE GLASS PER ARCH. NTS YP. ,3Y" TYP. SOLID SAWN H (312x TOP ELs @ .2x4 STUD BEARING (2)2x TOP I,s 2x6 WALLS SOLID BLOCKING @ MID - HEIGHT, WHERE WALL HEIGH EXCEEDS 8' -0" TYPICAL SCUD F FLAT CAN I� 3x6x6 w/ (4) 0x4" LAG SCREWS IN (2) VERTICAL ROWS 2" 2" 5 J4 31 2 -12 1I TJI JOIST PER PLAN DETAIL 2x6 STUDS 2x6 6x8 'HEADER, U :l.O. PER PLAN MC1 0 IL 1 1155 6x2 • • • • • NEW PSL .33x7 SIMP. A34 EA SIDE 4 "ox6" LAG BOLT E.S. SEE 19/S3.1 EX. 2x4 SILL PL NAIL TO EX. RIM : BOARD, 16d 0 4 ": oc I II - F1 1T — 1I 1 I r . � TYP PER NOTES TYPICA:L:FLOOR SHEATHING • SOLID BLOCKING MID - HEIGHT, WHERE. WALL HEIGHT • EXCEEDS 8'--0" (2) 10d © EA END (4) 10d TOENAILS, TYP. TYP EDGE NAILING, SEE NOTES w MIN TO EDGE OF PLYWOOD SHEET & SUPPORT FLOOR JOIST PER PLAN 4;____ = MATCH JOIST SIZE. L I. 'SPACING PER ',S.W. SCHEDULE a, FACE GRAIN TO BE PERPENDICULAR TO JOISTS STAGGER PLYWOOD JOINTS, SEE PLANS BLKG © UNSUPPORTED PLYWOOD ALL EDGES (PERPENDICULAR TO JOISTS) WHERE NOTED ON PLANS OR NOTES. IN OTHER AREAS, MIN. BLOCKING SPACING: 8' -O" oc. 16d 12 "oc, TYP BUILT -UP COLUMNS HOLDOWN PER PLAN EVU 'WINDOW :FRAMING DETAIL FLUSH HEADER OR BEAM PER PLAN SIMPSON 5T2215 BUILT -UP COLUMN (2) STUDS MIN 2x4 OR 2x6 STUDS @ 16 "oc 1/2 S.W. A.B. SPACING TO HD 16d @ 12 "oc STAGGER TYP -1-- NTS 1 16d NAILS EACH SIDE OF SPLICE ,(8) (NO BOTTOM SPLICE IN THIS AREA) 4' -0" MIN 4 MIN 2" YP IN 2x4 STUDS 016 "oc (2) 16d NOTE: USE © ALL EXTERIOR WALLS AND INTERIOR WALLS N LINE W/ SHEAR WALLS ADD 2x CONT BLKG A34 F RAMING CL IP (4) 10d TOENAILS, TYP. 4x10 HEADER Be-D MAX 7 —BUILT-UP COLUMN, (3) 2x4 STUDS MIN w/ ( FULL HEIGHT STUt —' • r TOP PLATE SPLICE AT STUD t, TYP -- TO PARAPET PLAN EX. 2x4 STUDS © 16 "oc BOTTOM It SPLICE AT STUD (t, TYP 16d © 12 "oc STAGGER, TYP 2 16d EA SIDE OF BOTTOM 12 SPLICE I1111111111■ii■■iiiiiii•tti.i I11111it.rr 1 —4— 3rd e WHERE recap ELEVATION STUD WALL [ TOPLATE SPLICE ADD BLKG IF NECESSARY FOR SHEATHING 1. NAIL AT EDGE OF NAILING 1 4 SHEATHING 8d @ 6" oc T.O. ROOF (4) 10d TOENAILS EX. 2x12 BLKG, ADD BLKG IF MISSING rr'---71----- ri-- rr~"�---- (2)2x TOP PLATE, UNO 1 11 11 11 II BLKG AT ANEL EDGES I I I 1 11 AND AT 8`-0". EDGE NAIL 1 I ASS NOTED ON SCHEDULE. - 1F- •^:— -18,1- = --1 11 I SHEATHING PER SCHEDULE 1 FIELD NAIL I- _U- STUDS ®16 "oc I PLYWOOD SHEATHING 11 1/2 S.W. A.B. SPACING TO HD. ;1 TYPICAL WALL SHEATHING �J NTS SHEATH PER SW--6, 6/53.2 EXISTING RIM BOARD AT FLOOR NEW 2x12 SIMP. HGA10 PER 5/53.3 (2) ROWS OF NAILS �-- EDGE NAIL TO TOP PLATE HOLDOWN PER PLANS FINISH FLOOR LINE NEW DOWNSPOUT 2x4 BLKG AT DOWNSPOUT AT FLOOR LEVEL ADD 2x6 BLKG DO NOT HAVE ANY VERTICAL JOINTS IN PLYWOOD, TYP. THIS SIDE NEW W PLYWOOD EA. SIDE, NAIL 8d @ 6" oc EDGES, 0 12" ac FIELD (BLOCK EDGES) EXISTING 2x6 FRAMING NEW 2x6 FRAMING (5) #10x4" SCREWS AT 2" oc VERT. TO EXISTING ,RIM JOIST. (2 ROWS TOTAL 10 SCREWS) ADDITIONAL: #10 SCREWS 0 12" oc BTWN FLOORS NOTCH FOR DOWNSPOUT SILL PLATE PER SCHED ANCHOR BOLTS W/ WASHER, SEE SCHEDULE NOTE: NAILING TO BE 4g" MIN TO EDGE OF SUPPORTS & SHEETS. CONT. (2) 2x6 FLAT TOP IL, BREAKS STUDS AT FLOOR LEVEL TYP AT 2' -U° FIN AT 3RD & 2ND FLOOR NTS SIMP, HGA1O @ 4' -0" ac AND 6" FROM END (2 MIN,) NEW 2x6 STUD WALLS * DETAIL NTS NEW FIN WALL EXISTING WALL ,---- EXISTING FLOOR ■ 3RD FLOOR 2ND FLOOR 10‘1 1ST FLOOR l ii EXISTING WALL RECEIVED CITY OF TUKW'LA AUG 0 7 2007 PERMIT CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax I EXPIRES: SEPTEMBER 17, 2007 I EGIS Housing Unlimited Partnership c i =rd 1==i Z 0 in W co co 0 E T. fX ft cc( 0z <LLI - < z z O Lu CC n V I ® , -J (731 0 I "4 ISSUE: CONSTRUCTION DOCUMENTS DATE: 18 MAY 2007 SHEET TITLE: DETAILS SHEET: 2628 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH BIEMBEICEINITIMEIMARa ,. A35 FRAMING -CL P WHERE HOLDOWN CALLED . NO OUT 9" MIN �! _ r. —. (4) 1Od TOENAILS, TYP. . HEADER PER PLAN • OR GENERAL NOTES - w /(3) 16d EA END . COLUMN .BUILT-UP - (2) STUDS MIN w/ - (1) FULL HEIGHT STUD ' 6 „ ANCHOR BOLTS PER i . ,� a � SHEAR WALL-.SCHED 3 2x4.STUDS 2x4 Ft 4x8 HEADER, U.N.O, PER PLAN NTS SIMPSON ST2215 TOP EACH END HEADER .OR BEAM PER PLAN (2) 10d @ EA END (4) 10d TOENAILS, 46" {E, TYP. #2 CLEVIS 9ti's6 STEEL ROD, (2) TOTAL AT FLAT CANOPY BY OTHER NTS #2 CLEV1S (2) 4 "0 BOLTS HSS 6x2x4f6 AT 4'--0" oc W10 • PIN, VERIFY .SIZE GLASS PER ARCH. NTS YP. ,3Y" TYP. SOLID SAWN H (312x TOP ELs @ .2x4 STUD BEARING (2)2x TOP I,s 2x6 WALLS SOLID BLOCKING @ MID - HEIGHT, WHERE WALL HEIGH EXCEEDS 8' -0" TYPICAL SCUD F FLAT CAN I� 3x6x6 w/ (4) 0x4" LAG SCREWS IN (2) VERTICAL ROWS 2" 2" 5 J4 31 2 -12 1I TJI JOIST PER PLAN DETAIL 2x6 STUDS 2x6 6x8 'HEADER, U :l.O. PER PLAN MC1 0 IL 1 1155 6x2 • • • • • NEW PSL .33x7 SIMP. A34 EA SIDE 4 "ox6" LAG BOLT E.S. SEE 19/S3.1 EX. 2x4 SILL PL NAIL TO EX. RIM : BOARD, 16d 0 4 ": oc I II - F1 1T — 1I 1 I r . � TYP PER NOTES TYPICA:L:FLOOR SHEATHING • SOLID BLOCKING MID - HEIGHT, WHERE. WALL HEIGHT • EXCEEDS 8'--0" (2) 10d © EA END (4) 10d TOENAILS, TYP. TYP EDGE NAILING, SEE NOTES w MIN TO EDGE OF PLYWOOD SHEET & SUPPORT FLOOR JOIST PER PLAN 4;____ = MATCH JOIST SIZE. L I. 'SPACING PER ',S.W. SCHEDULE a, FACE GRAIN TO BE PERPENDICULAR TO JOISTS STAGGER PLYWOOD JOINTS, SEE PLANS BLKG © UNSUPPORTED PLYWOOD ALL EDGES (PERPENDICULAR TO JOISTS) WHERE NOTED ON PLANS OR NOTES. IN OTHER AREAS, MIN. BLOCKING SPACING: 8' -O" oc. 16d 12 "oc, TYP BUILT -UP COLUMNS HOLDOWN PER PLAN EVU 'WINDOW :FRAMING DETAIL FLUSH HEADER OR BEAM PER PLAN SIMPSON 5T2215 BUILT -UP COLUMN (2) STUDS MIN 2x4 OR 2x6 STUDS @ 16 "oc 1/2 S.W. A.B. SPACING TO HD 16d @ 12 "oc STAGGER TYP -1-- NTS 1 16d NAILS EACH SIDE OF SPLICE ,(8) (NO BOTTOM SPLICE IN THIS AREA) 4' -0" MIN 4 MIN 2" YP IN 2x4 STUDS 016 "oc (2) 16d NOTE: USE © ALL EXTERIOR WALLS AND INTERIOR WALLS N LINE W/ SHEAR WALLS ADD 2x CONT BLKG A34 F RAMING CL IP (4) 10d TOENAILS, TYP. 4x10 HEADER Be-D MAX 7 —BUILT-UP COLUMN, (3) 2x4 STUDS MIN w/ ( FULL HEIGHT STUt —' • r TOP PLATE SPLICE AT STUD t, TYP -- TO PARAPET PLAN EX. 2x4 STUDS © 16 "oc BOTTOM It SPLICE AT STUD (t, TYP 16d © 12 "oc STAGGER, TYP 2 16d EA SIDE OF BOTTOM 12 SPLICE I1111111111■ii■■iiiiiii•tti.i I11111it.rr 1 —4— 3rd e WHERE recap ELEVATION STUD WALL [ TOPLATE SPLICE ADD BLKG IF NECESSARY FOR SHEATHING 1. NAIL AT EDGE OF NAILING 1 4 SHEATHING 8d @ 6" oc T.O. ROOF (4) 10d TOENAILS EX. 2x12 BLKG, ADD BLKG IF MISSING rr'---71----- ri-- rr~"�---- (2)2x TOP PLATE, UNO 1 11 11 11 II BLKG AT ANEL EDGES I I I 1 11 AND AT 8`-0". EDGE NAIL 1 I ASS NOTED ON SCHEDULE. - 1F- •^:— -18,1- = --1 11 I SHEATHING PER SCHEDULE 1 FIELD NAIL I- _U- STUDS ®16 "oc I PLYWOOD SHEATHING 11 1/2 S.W. A.B. SPACING TO HD. ;1 TYPICAL WALL SHEATHING �J NTS SHEATH PER SW--6, 6/53.2 EXISTING RIM BOARD AT FLOOR NEW 2x12 SIMP. HGA10 PER 5/53.3 (2) ROWS OF NAILS �-- EDGE NAIL TO TOP PLATE HOLDOWN PER PLANS FINISH FLOOR LINE NEW DOWNSPOUT 2x4 BLKG AT DOWNSPOUT AT FLOOR LEVEL ADD 2x6 BLKG DO NOT HAVE ANY VERTICAL JOINTS IN PLYWOOD, TYP. THIS SIDE NEW W PLYWOOD EA. SIDE, NAIL 8d @ 6" oc EDGES, 0 12" ac FIELD (BLOCK EDGES) EXISTING 2x6 FRAMING NEW 2x6 FRAMING (5) #10x4" SCREWS AT 2" oc VERT. TO EXISTING ,RIM JOIST. (2 ROWS TOTAL 10 SCREWS) ADDITIONAL: #10 SCREWS 0 12" oc BTWN FLOORS NOTCH FOR DOWNSPOUT SILL PLATE PER SCHED ANCHOR BOLTS W/ WASHER, SEE SCHEDULE NOTE: NAILING TO BE 4g" MIN TO EDGE OF SUPPORTS & SHEETS. CONT. (2) 2x6 FLAT TOP IL, BREAKS STUDS AT FLOOR LEVEL TYP AT 2' -U° FIN AT 3RD & 2ND FLOOR NTS SIMP, HGA1O @ 4' -0" ac AND 6" FROM END (2 MIN,) NEW 2x6 STUD WALLS * DETAIL NTS NEW FIN WALL EXISTING WALL ,---- EXISTING FLOOR ■ 3RD FLOOR 2ND FLOOR 10‘1 1ST FLOOR l ii EXISTING WALL RECEIVED CITY OF TUKW'LA AUG 0 7 2007 PERMIT CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax I EXPIRES: SEPTEMBER 17, 2007 I EGIS Housing Unlimited Partnership c i =rd 1==i Z 0 in W co co 0 E T. fX ft cc( 0z <LLI - < z z O Lu CC n V I ® , -J (731 0 I "4 ISSUE: CONSTRUCTION DOCUMENTS DATE: 18 MAY 2007 SHEET TITLE: DETAILS SHEET: 2628 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH BIEMBEICEINITIMEIMARa • PACKAGED TERMINAL AIR CONDITIONER SCHEDULE MECHANICAL LEGEND MFR MODEL SYMBOL DESCRIPTION EER COOLING CAPACITY HEATING Z --- WEIGHT Os) DOMESTIC COLD WATER (CW) STARTER FURN. BY X DUCT SMOKE DETECTOR FURN. BY SUPPLY DUCT UP EWB - ---- TOTAL BTU �---- - -- ---°2 DOMESTIC HOT WATER (HW) TOTAL BTU EAT AMPS SUPPLY DUCT DOWN CFM OSA �-- - -- ---- -- DOMESTIC HOT WATER CIRCULATING (HWC) MOP RETURN, RELIEF, TRANSFER, OSA DUCT UP 0 / TRANE PTEE0701 UA SOIL, WASTE (S, W) OFFICE 12,0 ' 67 RETURN, RELIF, TRANSFER, OSA DUCT DOWN 7000 1 , 7 100% 5500 85 i VENT (V), OR HIDDEN BELOW WASTE 225 70 0.3 EXHAUST DUCT UP -- 95 11.1 : 208 EXISTING PIPING MFR f -- EXHAUST DUCT DOWN E z Z-----0 - r--2 NATURAL GAS PIPING FE RECTANGULAR DUCT SQUARE ELBOW UP n PIPE DOWN RECTANGULAR DUCT, RADIUS ELBOW UP Q PIPE UP [— RECTANGULAR DUCT, SQUARE ELBOW DOWN 0 WASTE UP RECTANGULAR DUCT, RADIUS ELBOW DOWN 1 " s1 n WALL CLEANOUT ROUND DUCT ELBOW DOWN IMIIIM FLUSH CLEANOUT (FCO /SCO) . ROUND DUCT ELBOW UP 0 ---- 11— CLEAN OUT (CO) CEILING AIR TERMINAL - SQUARE u 0 IN LINE WASTE CONNECTION 130 ° AIR TERMINAL SIZE, TYPE & CFM 0 CFM p P -TRAP VOLUME DAMPER (VD) ICI t TEE PIPE DOWN AFF ABOVE FINISHED FLOOR TEE PIPE UP BFF BELOW FINISHED FLOOR OI Z TEE DOWN AND OUT POC POINT OF CONNECTION 15 2 TEE UP AND OUT MC MECHANICAL. CONTRACTOR I6I z T TEE DOWN EC ELECTRICAL CONTRACTOR TEE GC . GENERAL CONTRACTOR I z _tl 1 ELBOWS, 45' & 90' -D<- GATE VALVE (GV) C ---z PIPE CAP . . -- GLOBE VALVE PIPE CONTINUATION ARROW SHOWN IN CHECK VALVE (CV) DIRECTION OF FLOW I ?---- -z 01 PUMP 41- TEMP. /PRESS. RELIEF VALVE (T &PRV) WALL HYDRANT - D - BALL VALVE -- )74 STRAINER CP , PRESSURE REDUCING VALVE �G� ®� �� - III- UNION --- DRAIN VALVE �L ` ®M�' `- �T Fes t THERMOMETER FLOW DIRECTION P�eW 144 1 \ . � PRESSURE GAGE TRAP PRIMER WITH ACCESS PANEL \ G P � As FLEXIBLE PIPE CONNECTION A �rw :o •- FLOOR DRAIN 5 1 0 CROSSING LINES, NON CONNECTIONING • PACKAGED TERMINAL AIR CONDITIONER SCHEDULE UNIT NO MFR MODEL LOCATION AREA SERVED EER COOLING CAPACITY HEATING BLOWER WEIGHT Os) ELECTRICAL STARTER FURN. BY DISCONNECT FURN. B DUCT SMOKE DETECTOR FURN. BY REMARKS • EWB EAT TOTAL BTU SENS 0 80'F ECONOMIZER TOTAL BTU EAT AMPS KW CFM OSA EX, S.P. (IN. WC) FAN RPM HP MOP VOLTS 0 PTAC --1 TRANE PTEE0701 UA OFFICE OFFICE 12,0 ' 67 85 7000 24 100% 5500 85 7.9 1.6 225 70 0.3 - -- 95 11.1 - 15 208 3 MFR EC -- �® ..• • .Tr+ . •cs1 .. co co N 'I . 0 a. . • • .. .. :. . . .e MFR. MODEL" : 0.8 ..UNIT: • NO: EF.-1 : EF-'2 • .EF�3 'PANASONIC PANASONIC PANASONIC . FV05VF1 .... FV11 VF1 . FT! 1VE2 • :.�LCCATION•.• KITCHEN COMMON AREAS EAS MAftIT 'ROOM C • - CEILING CEILING. - CEILING . `EF F{}RMANCF • R. RPM SONES 50: 100 .100 .20 .20 .25 1075 1190 1000 2.0 1.8 T FA BACKDRAFT . :DAMPER • NA: NA NA SPEED CONTROL N No NO .• SCHEDULE CONTROLLED BY OR INTERLOCKED WITH ELECTRICAL AMPS VOLTS 0 0.12 SWITCH SWITCH • NOTES :FOR. :EXHAUST . FAN:' SCHEDULE.. ••• • ()MODIFY WALL 'OPENING • TO.'ACCOMMODATE FAN; •I CONNEC1 TO EXISTING DUCTWORK, ()PROVIDE': WITH 24 HOUR PROGRAMMABLE TIMER (LEVETON *6421t4), SEE EXHAUST FAN MATRIX SHEET .M4,0 FOR TIMER SCHEDULE. 0.25 0.28 120 120 120 1 1 1 REMARKS • P•-2 • LAVATORY . KITCHEN SINK COUNTER COUNTEF2`, SINK,. . •EXISTIIG TO E: RETAINED . • 1=11'1INGS; • • PRIaI~ : :PF'ISTEP::PRO4251.:' . . • • :SUPPLY: •WIRSBO: :1/2 ". ANGLE. 'STOP W/ RISER TRAP: *-. • • • • • • . O 1/ 1/ 1 2 11 SYMBOL' • P�3 • • FIXTURE BATH /SHOWER . • "CLOTHES WASHER H MOUNTING WALL FIXTURE; :NOTES` FOR • P FIXTURE SCHEDULE:.. i 'CONNECT TO . EXISTIN_G- PLUMBING .UTILITIES : • . UN17 • Na. 1RPU =1 REZNOR CRGB • 75 •: MFR: • MODEL : LOCATION • • A,RA :SERVED . :RODE' : : CORRIDOR 1NC FIXTURE SCHEDULE 1AWUFACTURER.AND - M:ODE(NUMBERS• TUB SHOWER :: EXISTING:. TO.. E RETAINED • • STALL FITTINGS: : - DELTA .1.3:43W - • • • . SUPPLIES: • MIXING *VALVE TO HAVE INTEGRAL SUPPLY STOPS .OATEY WMD8 INPUT. MOH: = EFFICIBNGY: • CFM 80•• 615 MIN: •OSA 615 :. BLOWER.. EX. S.P. (IN. WC) 1.35 PACKAGED UNIT SCHEDULE •FAN •RPM 1725 • HP 1/2 WEIGHT . ELECTRICAL (Ibs) MCA :MOP 800 W CONNE ;T TO 1/ � EXISTING CONT TO „ • 1 EXINECSTING 1 /2 /2 V VOLTS 120 HW 0 1 CW INSTALL SHOWERHEAD 1217' --O" AFF, PROVIDE NEW SHOWERHEAD ARM AND TUB FILLER PROVIDE WITH INTEGRAL SHOCK ARRESTORS AT SHUTOFF VALVES, CONNECT TO EXISTING WASTE, INSTALL AT HEIGHT RECOMMENDED BY WASHING MACHINE MANUFACTURER. STARTER DISCONNECT DUCT SMOKE FURN. BY FURN, BY DETECTOR MFR EC REMARKS NO REMARKS NOTES::•FOR: ROOFTOP•, PACKAOED••_UNIT SCHEDULE.• • . I ?ROVIDE•.WITH SINGLE POINT:••ELECTRICAL: :CONNECTION K17. HEAT 'EXCHANGER - SHALL• BE 4.09:: S TAINLESS STEEL. • • PROVIDE -24V CONTROL W/: DUCTSTAT,. 2 ...STAGE GAS .CONTROL: AND HIGH . AMBIENT :CUT. OFF, : PROVIDE oSA; FILTER :HOOD : • • : • • PROVIDE WITH CURB EXTENSION .(MINIMUM .18 HIGH). COORDINATE._ WITH. G.C. FOR ROOT=ING CONFIGURATION PRIOR TO ORDERING. UNIT: • :NO AIR PATTERN. : . MOUNTING • TITUS CpI -1 -i :CEILING DIFFUSER . TITUS : `: 1: : PER : PLAN, SIDEWALL SUPPLY DIFFUSER • - DIFFUSERS SURFACE .SURFACE SCHEDULE COLOR PLANS WHITE PLANS • WHITE C FRAME *6 REMARKS NOTES- FOR GRILLES::•.REGISTE13S -`DIFFUSERS -. ' SCHEDULE: MODEL No... 'AIR: :.:PATI'.ERN' - SHALL BE .. . AS CD -1: THRU..C11-74, EXCEPT PROVIDE. 0 # INDICATES AIR PATTERN FOR MOUNTING INDICATED.' • • • • • • Q WITH : OPPQSED . .BLADE .:DAMPER (0BD). ' • • • WITHOUT MOUNTING HOLES, NOTES FOR ROOFTOP PACKAGED UNIT SCHEDULE 1 PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION KIT, 2 PROVIDE WITH THERMOSTAT, DIGITAL INTERFACE MODULE, WALL SLEEVE, OUTDOOR GRILLES AND SUB BASE KIT. RECEIVED CITY OF TUKWILA AUG 0 7 2007 PERMIT CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP EXPIRES 0.; / 17 / CD l EGIS Housing Unlimited Partnership z 0 c E- co 0 z Go 0 D 0 z 0 L W 1. (ft > Q Lii CO 7 M 1=3 , ISSUE: CONSTRUCTION DOCUMENTS DATE: 18 MAY 2007 SHEET TITLE: MECHANICAL LEGEND AND SCHEDULES 2628 SHEET: 1 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH R 0 (.J (3 t:. • 111 210 1 110 um INs : Q0031DOR I . 1 �- 1 1 4 - 208 • I 108 209 1 Q 5 , ) (5) • C6) 1 107 206 106 204 r c Go 104J f 205 C) t"--9) ) 118" -1 203 MAINTENANCE & STORAGE (I 107 1 202 COMMGN TYROOIN 106 1ST FLOOR MECHANICAL DEMOLITION PLAN 118 =1 -0 1 201 1 2ND FLOOR MECHANICAL DEMOLITION PLAN OFFICE 06A (i3) ( I 16 r } I I LEVA T i ELEVA OR M CHIN "Y 71091 DR r 63 ) { 1 14 (15 ( J L --(;) CO H 0 ) GENERAL DEMOLITION NOTES 1. THE EXISTING DOMESTIC WATER SYSTEM IS TO BE KEPT FUNCTIONAL UNTIL THE NEW SYSTEM IS INSTALLED. THE EXISTING SHUTOFF VALVES, TO THE UNITS, IN THE CORRIDORS ARE PRESUMED TO BE UNSERVICEABLE. 2. CORRIDOR PIPING SHOWN IS TO BE REMOVED AT THE COMPLETION OF THE DOMESTIC WATER SYSTEM AND THE NEW HOT WATER HEATING SYSTEM, SIZES SHOWN ON DEMOLITION PLANS ARE APPROXIMATE. 3, AT NO TIME SHOULD THE EXISTING PLUMBING SYSTEM BE CONNECTED TO THE NEW PLUMBING SYSTEM. 4. COORDINATE ALL WORK WITH GC FOR ANY HAZARDOUS MATERIAL ABATEMENT REQUIREMENTS. 5. SEE TYPICAL UNIT MECHANICAL DEMOLITION PLAN THIS SHEET, DEMOLITION NOTES O REMOVE EXHAUST FAN & GRILLE. 40 REMOVE FAUCET, SUPPLIES & STOPS. ® REMOVE SHOWER /TUB MIXING VALVE, SHOWER HEAD & FILLER SPOUT, SHOWER HEAD TO BE RETAINED FOR REINSTALLATION. COORDINATE WITH GC FOR TILE REMOVAL, REMOVE EXPOSED CLOTHES WASHER SUPPLY PIPING & VALVES. CLOTHES WASHER WASTE STAND PIPE TO BE REMOVED TO BEHIND FINISHED WALL TO ACCOMMODATE FUTURE WORK. REMOVE CLOTHES DRYER VENT PIPING FROM CLOTHES DRYER TO EXTERIOR WALL CAP, WALL CAP & SLEEVE TO BE RETAINED. 0 SEE TYPICAL UNIT DEMOLITION PLAN THIS SHEET, K REMOVE DOMESTIC WATER PIPING, INSULATION, HANGERS & APPURTENANCES IN CEILING SPACE. O REMOVE DRINKING FOUNTAIN AND APPURTENANCES, CAP WASTE PIPING BELOW SLAB. CAP CW IN WALL SPACE. .' REMOVE EXPOSED ACCESSIBLE PLUMBING TO WATER HEATER. WATER HEATER TO REMAIN. RECEIVED TYPICAL UNIT MECHANICAL DEMOLITION PLAN! CITY OF TUKINI LA 114 1• -0„ AUG 0 r '101 PEHMfT CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax 1 EXPIRES X31 I EGIS Housing Unlimited Partnership 0 Z Li in co CD 1= 0 P -7 4 7) :ii CC I iA CO f Ow . � < LL1 "r 7 L ISSUE: CONSTRUCTION DOCUMENTS DATE: 18 MAY 2007 SHEET TITLE: 1ST &2ND FLOOR & TYPICAL UNIT MECHANICAL DEMOLITION PLANS SHEET: 2628 2.0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH • d • • •M • .. • C3 O • { 309 3 • • • • • • • • 8 O 1 O a 1 307 ( 7 1 316 1 305 304 a O[ O 3RD FLOOR MECHANICAL DEMOLITION PLAN 118" -1'-O U 303 301 I (1 ROOF MECHANICAL DEMOLITION PLAN 118" = �13) 64) (:FT:) GENERAL DDV OLITION NOTES 1. THE EXISTING DOMESTIC WATER SYSTEM IS TO BE KEPT FUNCTIONAL UNTIL THE NEW SYSTEM IS INSTALLED. THE EXISTING SHUTOFF VALVES, TO THE UNITS, IN THE CORRIDORS ARE PRESUMED TO BE UNSERVICEABLE. 2. CORRIDOR PIPING SHOWN IS TO BE REMOVED AT THE COMPLETION OF THE DOMESTIC WATER SYSTEM AND THE NEW HOT WATER HEATING SYSTEM. SIZES SHOWN ON DEMOLITION PLANS ARE APPROXIMATE. 3. AT NO TIME SHOULD THE EXISTING PLUMBING SYSTEM BE CONNECTED TO THE NEW PLUMBING SYSTEM. 4. COORDINATE ALL WORK WITH GC FOR ANY HAZARDOUS MATERIAL ABATEMENT REQUIREMENTS. 5. SEE SHEET M2.0 FOR TYPICAL UNIT MECHANICAL DEMOLITION PLAN. DEMOLITION NOTES C) SEE TYPICAL UNIT MECHANICAL DEMOLITION PLAN SHEET M2.0. RETAIN ALL PLUMBING AND DUCT VENTS ON ROOF. REMOVE TERMINATIONS AS REQUIRED TO FACILITATE THE REMOVAL AND REPLACEMENT OF THE ROOFING. COORDINATE WITH GC FOR EXACT SEQUENCING OF WORK AND FINAL ELEVATIONS OF ROOFING TO PROVIDE ADEQUATE EXTENSIONS TO EXISTING TERMINATIONS. RECEIVED CITY OF TUKWl A AUG 0 7 20 PERMIT CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax STAMP 1 EXPIRES 03 / 17 / 0B EGIS Housing Unlimited Partnership w c . oo OZ 0 ▪ LJ W I— Z z < > w � < < ;7- ; .11 I ISSUE: CONSTRUCTION DOCUMENTS DATE: 18 MAY 2007 SHEET TITLE: 3RD & ROOF FLOOR DEMO PLANS 2628 SHEET: 2.1 SHEET SIM TRUE SCALE WHEN HORIZONTAL LINE MEASURES T IN LENGTH e • COP711rApN1TYR00M 1 06 E VATOR MACHINERY L_1(3 • • l 210` •208.. • •• 209 1ST FLOOR MECHANICAL PLAN 1/8 "= . 1`-0" 6 . . 1/8" =1' -0" 206 (7) ( I L - 207 1 204 2ND FLOOFt MECHANICAL PLAN (9) 205 1 • - 0 o [ 0 r.� 203 io T • T 1 202 l I 1 201 • is is (is) 0e I E Oti( OR 13) (1) `15) C16 CONSTRUCTION NOTES 18x18 SD SIDE WALL SUPPLY DIFFUSER. INSTALL FIRE SMOKE DAMPER AT PENETRATION OF CHASE WALL. COORDINATE WITH GC FOR FLUSH INSTALL OF DIFFUSER ON FACE OF WALL. COORDINATE CONNECTION OF DAMPER TO FACP W /FIRE ALARM CONTRACTOR. SEE RPU -1 INSTALLATION DETAIL SHEET M4.O. AREA RESERVED FOR FIRE SPRINKLER HEADER SEE FIRE SPRINKLER DRAWINGS FOR CONTINUATION, DOMESTIC WATER HEADER. SEE DETAIL ON SHEET M4.O. AREA RESERVED FOR GAS METER. CONTRACTOR TO COORDINATE WITH GAS PURVEYOR FOR METER INSTALLATION. T° fl SEE TYPICAL UNIT MECHANICAL PLAN THIS SHEET & TYPICAL UNIT STACK PIPING DETAIL SHEET M4.O. CONNECT NEW DOMESTIC WATER TO EXISTING WATER HEATER. 'N 'Z: 2"CW SERVICE, SEE SHEET C1.O FOR CONTINUATION OF PIPING. GAS PIPING UP TO RPU --1. SEE NATURAL GAS RISER DETAIL SHEET M4.0. CONNECT TO EXISTING PLUMBING FIXTURE. PROVIDE NEW SUPPLY STOPS AND RISERS. SUPPLY STOP & RISER TO WATER CLOSET. \-P 2 A 1 KITCHEN MECHANICAL PLAN 1/4" =1' -0" F BEDROOM KI HEN 105 f aft 4 TYPICAL UNIT MECHANICAL PLAN 1/4" 11_0II LMNG•DINING ENTRY TYPICAL UNIT MECHANICAL PLAN 1/4" =V -0" CLOSET RECEIVED CITY OF TUKwILA AUG 0 7 2007 PERMIT CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax ( EXPIRES 03 / 17 / 0a 1 EGIS Housing Unlimited Partnership 0 w co i =a2 c w.c; cc 0z IX f< to LLI N C= 7 ISSUE: CONSTRUCTION DOCUMENTS DATE: 18 MAY 2007 SHEET TITLE: 1ST & 2ND . FLOOR & TYPICAL UNIT MECHANICAL PLAN 2628 SHEET: 3.0 SHEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH " I:" • 310 • (.•308 0 r 1 307 , 3RD FLOOR MECHANICAL PLAN 1/8" =11_0" 118" =1' -0" 316 305 1 304 1 0 ROOF MECHANICAL PLAN ( 0. ) (i. 0 11 a 0 0 303 X (1 (14) ( 5 66 1 L. _1 ___(;) Ati ('W) -- (f) 21 A t;) * 0 1 E.. ATOR • - **44% CONSTRUCTION NOTES 18x18SDS 1 245 CFM SIDE WALL SUPPLY DIFFUSER. INSTALL FIRE SMOKE DAMPER AT PENETRATION OF CHASE WALL. COORDINATE WITH GC FOR FLUSH INSTALL OF DIFFUSER ON FACE OF WALL. COORDINATE CONNECTION OF DAMPER TO FACP W /FIRE ALARM CONTRACTOR. ® ROOFTOP GAS VENTILATION UNIT (RPU --1). COORDINATE WITH GC ON EXACT LOCATION TO ALLOW DIRECT DROP OF DUCTING INTO NEW CHASE. SEE INSTALLATION DETAIL ON SHEET M4.O. O3 SEE TYPICAL UNIT MECHANICAL PLAN SHEET M3.0 & TYPICAL UNIT STACK PIPING DETAIL SHEET M4.0. 0 GAS PIPING UP TO RPU -1. SEE NATURAL GAS RISER DETAIL SHEET M4.0. RECEIVED CITY OF TUK " A AUG 0 7 2007 PERMIT CENTER ra ty "ay Suite 210 Renton, WA 98055 425.226.3522 Phone 425,226.9115 Fax STAMP 1 EXPIRES 03 ! 17 ! CO EGIS Housing Unlimited Partnership 0, 0 w 1=2 a 111 l.ol..I I- D 0 < Z Z 0 L 0) I �. 0 (7) - QL 1=3 we SHEET: ISSUE: CONSTRUCTION DOCUMENTS DATE: 18 MAY 2087 SHEET TITLE: 3RD & ROOF MECHANICAL PLAN 2628 31 S HEET SIZE TRUE SCALE WHEN HORIZONTAL LINE MEASURES 1' IN LENGTH E ea • 7. J • Q N • • N • cri• N • • • 4 . z. • GASKET BY EQUIPMENT - •MANUFACTURER. WOOD NAILING • •• •STRIP - BY..G.C. COUNTER FLASHING BY MECH. • • CONTRACTOR. TREATED. BLOCKING CANT • MOUNTING FRAME BY MFR. :..ROOF MOUNTING FRAME FURNISHED . WITH • UNIT. •GAS ' PIPE CONNECTION, . HELD :VERIFY • EQUIPMENT CONNECTION 'LOCATION; • • EXTEND • EXISTING AND NEW GAS:. • ..AS. NECESSARY, . • • 14/14° 2/12 8 SCALE; 1 / FLEX 'CONNECTION SUPPLY DUCT SIZE AS INDICATED . ON FLOOR PLANS. TYPICAL. ROOFTOP PACKAGED UNIT • INSTALLATION D 14x.14•• :SD .245 CFM• • . NOT ' TO . SCALE . RPU -1 • : -OSA FILTE. HOOD . 'ROOF • • • __ 3RD FLOOR — 14x1..4•- - 245:CFM 14x.14 (T1'P. OF 2) • .2ND FLOOR 12x12•..SO. - •' '155 CF'M ._ • FIRE SMOKE- • DAMPER (TYPICAL) • • ROOFTOP PACKAGED UNIT INSULATION BY M.C. IL ROOFTOP PACKAGED UNIT EXTEND GAS FLUE 24". ABOVE UNIT, OUTSIDE AIR • • HOOD • SPOUT FINISHED . • ROOF SHOWER' HEAD • •INSTALL. @ . 7'—O" AFF • • ,.�.�....a NATURAL OTES: • NATURAL GAS PIPING S1Z,ED PER., EQUOON 4-1 OF TH . 2003 IFGC. 150' DSTANCE FRO METER TO FURTHE T NATUR A GAS FIXTURE. WATER CLOSET LAV m.+» RISER DIAGRAM. DIAO'2AMMATIC SUPPLY STOP & RISER (TYPICAL) TYPICAL UNIT STACK PIPING NO SCALE r ------- DETA1L Room Number 104 105 106 107 108 109 201 203 204 205 206 207 208 209 210 211 212 301 303 304 305 306 307 308 309 310 311 312 3RD FLOOR UNIT PIPING SAME AS FIRST FLOOR 2ND FLOOR UNIT PIPING SAME AS FIRST FLOOR CW CSER & UNIT SHUTOFF VALVE IN HOT WATER TANK CAVITY EXISTING UNDER COUNTER HOT WATER TANK 12am tam 2am -4am 4am -6am 6am -8am 8am -10am 10am -12pm 12pm 2pm 2pm-4pm 4pm -6pm 6pm -8pm X X x KITCHEN SINK x CW MAIN & VALVE IN CORIDOOR FULL SIZE SHOCK ARRESTOR RIVERTON EXHAUST TIME MATRIX x DOMESTIC CW FROM LE METER SIZE PER PLANS PIPE SLEEVE PER SPECIFICATIONS Hors of Bathroom Exhuast Fan Operation x x x x "PRESSURE REDUCING VALVE, WILKINS 500 SERIES. SET AT 80 PSI @ OUTLET; VERIFY PSI @ PRV INLET PRIOR TO INSTALLATION 11 NOT TO SCALE T TOTA�:.IZIN TYPE aTER ME ER PROVIDED r' OWNER) SUPPORT PIPE (TYPICAL) "2 )/2" DOUBLE CHECK VALVE, WILKINS MODEL 950. -r X 1 CW TO BUILDING, SIZE PER e,PLAN ' SIZE HEADER DOMESTIC WATER HEADER DETAIL 8pm -10pm 10pm -12am x EXPANSION TANK (AMTROL ST -80V). RECEIVED CITY OF TUKuviL AUG 07 2O0r PERMIT CENTER 607 SW Grady Way Suite 210 Renton, WA 98055 425.226.3522 Phone 425.226.9115 Fax I E70'IRES m t7 / m8 EGIS Housing Unlimited Partnership CO i=0 co co = co < OZ (0 0 u Z " III 1 . ILA N i = 41. ° 0 M I n SHEET: ISSUE: CONSTRUCTION DOCUMENTS DATE: 18 MAY 2007 SHEET TITLE: MECHANICAL DETAILS 2628 .o SHEET SIZE TRUE SCALE WHEN HORIZONTAL. LINE. MEASURES •I• IN LENGTH