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Home My WebLink AboutPermit M07-235 - BOEING #9-140BOEING #9 -140 9725 EAST MARGINAL WY S EXPIRED 07 -29 -OS M07 -235 Parcel No.: 0003400018 Address: Suite No: City,..if Tukwila 9725 EAST MARGINAL WY S TUKW Tenant: Name: BOEING #9 -140 Address: 9725 EAST MARGINAL WY S , TUKWII,A WA Owner: Name: BOEING COMPANY THE Address: PROPERTY TAX DEPT , PO BOX 3707 M/C 20-00 Contact Person: Name: JESICA ROGERS Address: 1221 2 AV N , KENT WA Contractor: Name: HERMANSON COMPANY LLP Address: 1221 2ND AV N , KENT, WA Contractor License No: HERMACLOO5BJ DESCRIPTION OF WORK: ADD (2) 2.5 -TON AIR HANDLING UNITS FOR LASER AND FAB ROOM Value of Mechanical: $68,000.00 Type of Fire Protection: SPRINKLERS 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 2 0 0 2 0 0 0 0 * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 575 -9700 Phone: 206 -575 -9700 Expiration Date: 08/25/2008 M07 -235 12/17/2007 06/14/2008 Fees Collected: $710.40 International Mechanical Code Edition: 2006 Boiler Compressor: 0-3 HP /100,000 BTU 2 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 13 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 0 M07 -235 Printed: 12 -17 -2007 Permit Center Authorized Signature: 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 ,AaL Permit Number: M07 -235 Issue Date: 12/17/2007 Permit Expires On: 06/14/2008 Date: � — � - 7 -0 7 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 permi - - - . not presume to give authority to violate or cancel the provisions of any other state or local laws regulatinc constructio or the perk) - ce . • f work. I am authorized to sign and obtain this mechanical permit. Signature: n \ \ I C) , •" Date: Print Name: \ j CG__ This permit shall become null and void - e 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 -235 Printed: 12 -17 -2007 Parcel No.: 0003400018 Address: 9725 EAST MARGINAL WY S TUICW Suite No: Tenant: BOEING #9 -140 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: M07 - 235 Status: ISSUED Applied Date: 11/01/2007 Issue Date: 12/17/2007 1: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center 0206/431- 3670). a: No changes shall be made to the approved plans unless approved by the design professional m 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: Readily accessible access to roof mounted equipment is required. 5: 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. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 7: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be m conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Cond -10/06 M07 -235 Printed: 12 -17 -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. 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 -235 Printed: 12 -17 -2007 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us SITE LOCATION 000 fii)�� Tenant Name: Boeing 9 -140 Property Owners Name: Boeing Mailing Address: 9725 E. Marginal Way S. Building 9 -140 Name: Jesica Rogers Mailing Address: 1221 2nd Ave. N. Kent. WA 98032 E -Mail Address: JRogers(c1?Hermanson.com Company Name: Hermanson Co. LLP Mailing Address: 1221 2nd Ave. N. Kent, WA 98032 Contact Person: Jesica Rogers E -Mail Address. JRogers@Hermanson.com Contractor Registration Number: HERMACLOO5BJ Company Name: Hermanson Q:Wpplications\Fonns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. Mechanical Permit No 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 ** City Contact Person: Day Telephone: E -Mail Address: Fax Number: Kine Co Assessor's Tax No.: g Pa bp6ociciD 9725 E. Marginal Way S. Building 9 -140 Site Address: Suite Number: 490t Floor City New Tenant: ❑ Yes ❑ ..No State CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 206 - 575 -9700 city Fax Number: 206 -575 -9800 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Ciiy „rr Day Telephone: 206- 575 -9700 Fax Number: 206- 575 -9800 Expiration Date: 08/25/07 A CHITECT OF RECORD — MI plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Mailing Address: 1221 2nd Ave N Kent, WA 98032 State Zip 7in Zip Zip 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 Fumace>100K BTU Evaporator Cooler Diffuser i3 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Z Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor 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 fComm/Ind n Incinerator — Comm/Ind MECHANICAL PERMIT INFORMATION - 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: Hermanson Co. LLP Mailing Address: 1221 2nd Ave. N. Kent. WA 98032 Jesica Rogers Contact Person: E -Mail Address: JRogers ©Hermanson.com Contractor Registration Number: HERMACLOO5BJ Valuation of Mechanical work (contractor's bid price): $ CO cm Scope of Work (please provide detailed information): o C2: 1. s-ras-.1 Ate_ pU , uNrrs 402.- t e Altp., "Al . Use: Residential: New .... ❑ Commercial: New ... Q:Uppliations'Fonns- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh Replacement ... Replacement .... ❑ Indicate type of mechanical work being installed and the quantity below: City Stitt. Day Telephone: 206-575 -9700 Fax Number: 206- 575 -9800 Expiration Date: 08/25/07 7:n Fuel Type: Electric , Gas ....0 Other: Page 4 of 6 Print Nar PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of constriction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING ; .1 " A 1 H t" E l A E T• Signature: ,R � h am 1111, WM= Mailing Address: 1221 2nd Ave. N. Ke , WA 98032 Date Application Accepted: Q: ApplicationsWonns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 - 21106 bh Day Telephone: 206 -575 -9700 City Date: l I 1 161 State Zip Date Application Expires: gi Staff Initials: Page 6 of 6 Receipt No.: R07 -02773 Payee: HERMANSON CO ACCOUNT ITEM LIST: Description MECHANICAL - 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 Parcel No.: 0003400018 Permit Number: M07 -235 Address: 9725 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 11/01/2007 Applicant: BOEING #9 -140 Issue Date: Initials: WER Payment Date: 12/17/2007 11:44 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount Payment Check 55638 574.32 Account Code Current Pmts 000/322.100 574.32 Total: $574.32 Payment Amount: $574.32 6122 12/17 9710 TOTAL 574.32 doc: Receiot -06 Printed: 12 -17 -2007 RECEIPT NO: R07 -02394 Initials: JEM User ID: 1165 Payee: HERMANSON COMPANY LLP SET ID: 1101 SET NAME: HERMANSON CO SET TRANSACTIONS: Set Member Amount M07 -235 136.08 M07 -236 43.31 TOTAL: 179.39 TRANSACTION LIST: Type Method Description Amount Payment Check 54757 179.39 TOTAL: 179.39 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 SET RECEIPT Account Code Current Pmts 000/345.830 TOTAL: Payment Date: 11/01/2007 Total Payment: 179.39 179.39 179.39 Projec — / , �. � �-lyV Type of Inspe ;on: / «� Date Called: Address: Special Instructions: Date Wanted: / +-D —e 1"3) t..�::s'' P.m. Requester: No: CITY OF TUKWILA BUILDING DIVISION gab 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: INSPECTION RECORD Retain a copy with permit 4J/ f i ye + 7/V/ x'9 e/ s. 1 Da/e 30 G PERMIT NO. $ .00 REINSPECTION FEE REQUIRE rior to inspection, fee must be id at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. ceipt No.: Date: Proje t: / F„v5 g / Type Inspy tion: en j ` leyt�rJ- i ;JA./. D to Called: A ess: 7� S 7,9_5 �i t a Special Instructions: Date Wanted' , /2 /� / (p Requester: Phone Ng: S) -g/7/ INSPECTION NO. INSPECTION RECORD Retain a copy with permit I /110 7z35 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION lZ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 L .Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Inspe Date: p / ,��1� .00 REINSPECTION F REQUIRI; . Prior to inspection. fee must be paid at 6300 Southcenter Blvd., Sul 100. Cal(' the schedule reinspection. (Receipt No.: 'Date: Pro' ct: , 4F /.t/� � —/ Typ of Inspe lion; e? /l ress: 72 S e /. V4 / Date Called: Special Instructions: Date Wanted / /in rn p.m. Requester: Phone No _26' INSPECTION NO. INSPECTION RECORD Retain a copy with permit mci 7235 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: .00 REINSPECTION FE REQUIRED. rior to inspection, fee ust be paid at 6300 Southcenter Blvd.. Suite 10r. Call the schedule reinspection. 'Receipt No.: 'Date: ALLSTRUCTURE Engineering LLC 7140 SW Fir Loop, Ste. 231 • Tigard, OR 97223 v: 503.620.4314 •1: 503.620.4304 www.allstructure.com STRUCTURAL DOCUMENTS Project Allstructure # 07418.00 Boeing Bldg 9 -140 Laser Servicor Cleanroom Tukwila, Wa Plat review "� � c pprcval 1' subject to Egan and o ;' October 29, 2007 '' '' '" C' CCastruf%` +. •, 1 °�' , 'i "—s'r. ,- i i'l G � TttS f � ^.t; a 0 L u:i .)pi'ajcc CT f ( t' �`, CC e:J �..:.�7 lLV�.V }�rV JGJ CSi.,.'i; -.s• TABLE OF CONTENTS: PROJECT INFORMATION CEILING FRMG LOADING SEISMIC & DIAPHGRAM 73.5 WALL PANEL 49 WALL PANEL TUBE STEEL TRUSS CONNECTIONS MECH UNIT FRMG REF: SERVICOR DWGS REF: GRID/TUBE AND TYP DETAILS Sheet No. 1 1 -2 1 -4 5 -8 9 -22 23 -35 36 - 56 57 - 60 61 -63 15XPI NOTES: Allstructure Engineering LLC was retained in a limited capacity for this project and is responsible on1J ta 9 2008 items described in these documents. RECEIVED CITY OF T(i WILA NOV 01 2001 PERMIT CENTER AA- (A 1 I EXPIRES 11/04/ �c ) I 3�Z FILE COPY Permit No. ICED DESCRIPTION : CEILING PANEL GRID : SECONDARY FRAMING: T2X2X0.125 LL 200 LB DL 8 PSF SPAN 49.0 IN TRIB WIDTH 24.5 IN MOMENT Fb Sreq S mug 213 FT-LB 21.6 KSI 0.118 IN 0.139 IN ALLSTRUCTURE Engineering L L C 7140 SW Fir Loop, Ste. 231 • Tigard, OR 97223 v: 503.620.4314 • f: 503.620.4304 SERVICOR CLEAN ROOM THESE STRUCTURAL CALCULATIONS ARE FOR A STEEL FRAMED, INTERIOR CLEAN ROOM STRUCTURE. THE STRUCTURE WILL CONSIST OF A 2' X 4' STEEL CEILING FRAMED GRID SUPPORTED BY AN EXTERIOR TUBESTEEL FRAMED MODULAR WALL PANEL, BEARING ON A CONCRETE SLAB ON GRADE. THERE WILL BE TUBE STEEL TRUSS ELEMENTS SUPPORTING THE CEILING GRIDS. THERE ARE TWO CEILING LEVELS AT MECH UNIT LOCATIONS TO CREATE A "PLENUM" AREA. THE CEILING ABOVE THE PLENUM IS DESIGNED AS WALKABLE. THE LATERAL SYSTEM FOR THE STRUCTURE WILL CONSIST OF FRAME ACTION IN THE CEIUNG GRID, SUPPORTED BY FRAME ACTION FROM THE TUBESTEEL EXTERIOR MODULES, BOLTED TO THE CONCRETE SLAB ON GRADE. MAX WT OF FFU NTE 65 LBS. DESIGN INFORMATION : CODE 2003 INTERNATIONAL BUIUDNG CODE MISCELLANEOUS STRUCTURAL STEEL A36 38 KSI STRUCTURAL TUBE STEEL A570, GR.33 33 KSI STEEL PLATES A36 36 KSI BOLTS GR.6 A325 ANCHORS HILTI KWIK TZ EXPANSION OR APPROVED EQUAL CEILING HEIGHT 0.00 FT PLAN DIMENSIONS 0.00 FT X TOTAL AREA 0 FT2 0.00 FT DEAD 8.0 PSF LIVE 200.0 LB ACCESSABLE CEILING PER CODE. WALLS 5.0 PSF 20 %, (0.6•Fy) 10K end fixity 1167 Mee F( 1.)'.i i7 is for PP.+►z j f Lis) cc.1t1•,.1e. GPi a I~ EDGE RAILS: L4X1.25X0.125 LL 100 LB DL 8 PSF SPAN 171.5 IN TRIB WIDTH 24.5 IN MOMENT Fb SIWna S I DEFLECTION ALLSTRUCTURE Engineering L L C 7140 SW Fir Loop, Ste. 231 • Tigard, OR 97223 v: 503.620.4314 • f: 503.620.4304 774 FT-LB (SIMPLY SUPPORTED) 21.6 KSI 0.430 IN3 (0.6•Fy) 0.445 IN 1.079 IN 0.826 IN L/ 208 10K 1 10K 1 Z • r 1 ace 1 �a L za MOO za 1 4a 01� D1� e-2-I ncrc/2 . - ( 9 6 (7) +4\ z- 's' � 71 Z .2 2' / 1 � A )/3‘s ( 11294:\ /9-9 A :_-505F- 1/40-.5 c. 3s 2Y/S4 S4L2 2. at4;*.c. gat z(r�`�1 78Fre- Z4rr- cAf7 3 1 (17) LIGHT 2' 14' - TROFFER 1207 NO (70) CEIIIRC TILE 1/2" !RITE VINYL (7) [G1] GRID - (5) [G2] GRID - (1)[C3] GRID - (3) [G4] GRID - (1) [G5] GRID - (1) [G5) GRID - (1) [G7] GRID - 171.50" E 49.00" 125.00" x 49.00" 125.00" Z 49.00' 73.50" X 49.00" 73.50" X 49.00" 34.30" E 24.50" 49.00" X 49.00" TROFFER LIGHT 1 /. 4-o 3.I rv1 I SG 6 r la� HEPA FF1 (BY OTHERS) 7 , 0 f5/ SPRINKLER LOCATION (BY OTHERS) t� ■� , . I (L •PG ■. CLEANPAK LAYUP ORIO LAYOUT Imo BUILDING 9 -140 1711MURAL MASTER W - .:r - ,• 2 ArE1. c 2 -p F73-C rel 4- ZZ- a TL - r�LV53 � 44-5 y Tr- T1 , 74 L. 8 �-r FA II1ES DD, pmIM7.1 (13) 16GA WALXABLg BLANK PANS (3) [cal GRID - 75.50" X 49.00" (I) [G9] GRID - 73.50" X 49.00" (I) [G10] GRID - 54,90" X 24.50" WI &SR OOPS hoes Nor iAlci..vo - 42057 Cvt_ BUILDING 9 -140 SIRUCIINVL wS1 t CLEANPAK LAYUP ROOM PLI NUM LAYOUT R r wA 11/0 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98108 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.551 SMs, Site Class D 1.0 0.801 SM1, Site Class D Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98108 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.034 SDs, Site Class D P- 20 •t /7 /lad 4 it,17 L /rte, 7 "> AntD volt / r C,.v, j let ! ''Site Class D - Fa = 1.0 , Fv = 1.5 7 T5 PoR i• 45 // l 1T I"l witr7r 9p-1.o R,,.- ZS / - /.J to fz-A;" (1'4) r C> ,IS tot 4-2 C 41/1111 Y- C , Z 2.3 K j 14 0-44-e__ 25/51-1N,P)77%)'--/S 44-5E;/Z: w t1pP 1 a Ht5 ic. vS) 1-1=-• F - ��r�2 1317* , 9�F2r7 — C777 47c �e�T c44 .Ps- r,giRurc an/L: ALLSTRUCTURE E n g i n e e r i n g L L C 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 74-0 VEIZ BY / / DATE CHK BY DATE 108 NO e SHEET C OF Sds Cs 1.00 1.04 0.295 LEVEL . w.x h.x w.x*h.x F.x upper 1396 11 15378 440.11 lower 740 9 6660 190.60 0 0 0 0.00 2138 22038 630.71 j P1Q v AL. 434 Gl y fr,4 a_/ N1f1 AW cc,p VERTICAL LOAD DISTRIBUTION & DIAPHRAGM LOADING sum(w.x) sum(F.x) 1398 440.11 2138 630.71 2138 630.71 �rc ,7R \Cz)(I CS 4‘.2y- �(.s s1Cs�Ca3� sum x 0.4SdsI 0.2Sdsl F.px 0.31 0.416 0.208: 0 0.416 0.208 " 22.2 .30 0.416 0.208 C'oZc3 4/S ( z � ,7 (1 ,�t . u � ( 249\ 7 CEILING DIAPHRAM : DESCRIPTION: SECONDARY FRAMING: T2X2X0.125 w„ 41.5 PLF F 0.126 IN b 21.6 KSI M' 173 FT -LB fy 16.5 KSI EDGE RAILS: L4X1.25X0.125 w„ 41.5 PLF S 0.056 1N Fb 21.6 KSI M' 86 FT-LB it 18.7 KSI ASTENERS: BOLT: FAI1 ALLSTRUCTURE Engineering LLC 7140 SW Fir Loop, Ste. 231 • Tigard, OR 97223 v: 503.620.4314 • f: 503.620.4304 CEILING WILL ACT AS A FRAME TO ACHIEVE OVERALL DIAPHRAGM ACTION AND TRANSFER LOAD TO PERIMETER WALL PANELS. DESIGN IS BASED OF ELEMENTS WITH FIXED, WELDED ENDS AND A PLASTIC HINGE THAT DEVELOPES AT THE MIDPOINT. WORST CASE DIAPHRAGM SHEAR ON T BAR (0.6 x Fy) IOK WORST CASE DIAPHRAGM SHEAR ON T BAR (0.6 x Fy) IOK 5/16" 0 A325 bolt 1/4" 0 A325 Carriage bolt F ` 44 KSI 44 KSI Allowable tension stress in bolt F„ 21 KSI 21 KSI Allowable shear stress in bolt A 0.077 IN2 0.049 IN F Gross Area of Bolt 58 KSI 58 KSI Ultimate stress of member t 0.083 IN 0.083 IN Thickness of connected member Tb 3.388 KIPS 2.156 KIPS Allowable tension in bolt Vb 1.817 KIPS 1.029 KIPS Allowable shear in bolt Virg KIPS 1.805 KIPS Allowable bearing load in member 73ry r Au 4 u PPerz -t9 ! „,,A _ re fA ti ALLSTRUCTURE Engineering LLC 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 w GU tQeR $%: we "L : cc 96. fr .,, F W ara— / 41,:./c g DATE CHK BY DATE 108 NO SHEET G/f OF Solution: Envelope Reaction units are lb and lb-ft �J4 M10 M11 'N11 ¶13 M12 I12 M14 `x'110 M15 2 M13 u") HIV H IV 9 M9 6 7 8 Oct 28, 2007 at 12:22 PM 73.5 PANEL AT LAZER.r3d /PI Solution: Envelope Reaction units are lb and lb-ft J Oct 28, 2007 at 12:22 PM 73.5 PANEL AT LAZER.r3d Solution: Envelope Reaction units are lb and lb-ft TU2X2X0.083 TU2X2X0.083 TU2X2X0.083 TU2X2X0.083 TU2X2X0.083 TU2X2X0.083 0, 0 N TU2X2X0.083 0) co 0 co m 0 X 2 Oct 28, 2007 at 12:23 PM 73.5 PANEL AT LAZER.r3d / Z Loads: BLC 1, DEAD Solution: Envelope Reaction units are lb and lb-ft - 281b/ft -421b v : Y`,r•7V!kivv lvb vV4V`✓V%; ✓'y'L fl I A -42Ib/ft I1 Oct 28, 2007 at 12:23 PM 73.5 PANEL AT LAZER.r3d 1 3 Loads: BLC 3, SEISMIC Solution: Envelope Reaction units are lb and lb-ft Oct 28, 2007 at 12:23 PM 73.5 PANEL AT LAZER.r3d Company Designer Job Number Global Display Sections for Member Calos L5 Max , Intemat Sections for lMlembe 97 i;' >`_- Include Shear Deformation Yes Includ Warping 7'. ,,{ ;:3 'YES': Area Load Mesh (in "2) 144 'Merge Tolerance :(in f _ ° x 12 P -Delta Analysis Tolerance 0.50% Vettica! Axis . Hot Rolled Steel Code ;Cold. Formed:Steel Code t Wood Code Woid,Temperature.. „, Concrete Code AISC: ASD 9th AISI:99 ASD Number of Shear Regions Repion Spacinp''Incremetf;°(in) Biaxial Column Method Parrne Beta Factoc'(PCAT, Concrete Stress Block Flse` Cracked.Sections Bad Framin • Wamin ! s ,Unused Force _ arnings General Section Sets abet Shape RE4X4 GEN1A RIGID Hot Rolled Steel Section Sets WALL PANEL TUBE TU2X2XO.... Sh Hot Roiled Steel Design Parameters T Toe Beam None NDS 91/97: ASD A CI 2002 4 PCA Load Contour 6 Rectangular No Y Beam s Lis de Flange Material en Conc3NW ''RIGID` na A36 Gr.36 A [in2j 16 le+6 : ^. =si• R I. A in2 £ in4 Typical .636 .391 lyy fin41 21.333 1e ±8 Izzlin4l 21.333 =1e +8 Oct28 2007 12:27 PM Checked By: 1 39 . 585 RISA -3D Version 7.0.0 [E:...1...12007107418.00 Boeing LaserILASER173.5 PANEL AT LAZER.r3d] Page 1 ! — 31.573 le+B,s 11 r11 13 Company Designer Job Number General Material Properties L I en Conc3NW e 4NWk Y '*.4 •en Conc3LW gerr=�ConcttLW« 7 :; • en • um 1.29 29000 1e +7 0 x11 .173 .49 0 Hot Rolled Steel Properties Label A36 Gr.36 a •A572 Gr 50 °' A992 4 . _ 00 Gr42 5 i A500 Gr.46 1 29000 29000 ' 29 4 - ; -- 29000 =29000 11154 u .3 .3 11154 1 .3 .65 .65 65 .. .65 .49 .49 .49 Joint Coordinates and Temperatures 5 9 10 11 12 131 N5 N7 N13 Member Primary Data E [ksl N7 N10 '= N6 SZERWrimuiMmilETZN 15 M15 N5 N9 X[n] 0 71.5 71.5 35.75 {. 35.75 35.75 „5. G lksl Y [in] 0 4 6 106 130 ,.. 0 46 106 130 0 N Z [in] Therm 81E5 F) Densityik/ft ^31 ted- S n'•,t -ha•- Beam Beam Beam Beam MERCLUMMEM ALL PANE... Beam 0ct28 2007 12:27 PM Checked By: Yieldiksfl 36 Q ,F. 50 42 46 ALL PANE... ALL PANE: WALL PANE... ALL PANE:;. WALL PANE... Beam Beam I de ;flange" Wide Flange -wide Flange Wide Flange 36 -Gr.3 A36 Gr.36 A36 A36 Gr.36 c al _: �Tvprcal �> T •icai N3 . ALL PANE...1 Bea�• m ,WAIL PANE... .Beam ALL PANE... Beam , WALL - PANEL Wide Flange' • Gr 36 Wide Flan •e A36 Gr.36 s i Ma -rial .: i• - les Wide Flange A36 Gr.36 T • ical Wide Flange, IA36 Gr.36 L Tyalcal Wide Flange i A36 Gr.36 I T • 'cal Wide Flange A36 Gr.36 Typical RISA -3D Version 7.0.0 [E:1...1...12007107418.00 Boeing Laser1L.ASER173.5 PANEL AT LAZER.r3d] Page 2 3 3 3 Company Designer Job Number Basic Load Cases DEAD LIVE SEISMIC EL 3 Member Distributed Loads (BLC 1: DEAD) Member Label Direction Start Magnitudeflb/.. M9 Y -28 M10 Y 1 -42 Member Distributed Loads (BLC 3 • SEISMIC) Member Label Direction Start Magnitudeflb /... End Magnitudejlb/ft.deo] M9 X 28.2 28.2 M10 's, ...X ,:4 ;5 41.5,.. 41.5 41.5 M11 X Joint Loads and Enforced Displacements Joint Label L.D.M Direction No Data to Print ... Member Point Loads Load Combinations BLC Descnotion Member Label Qescriotion S•L. - P R...BL F= aorBL 1.15DL +E/1.4 Yes 0:75DL}E/14 ' ' Yes Envelope Joint Reactions 'i X b Ic N12 1 :9.959 0 in 191.315'2_ N5 max 223.981 min . - 225.337= N3 max I 0 N4 min -0. . :1. 0 Y b - 469.489 ' , 4 1 5 . 2 9 6 ' 3 . Category X Gray.. Y Gray.. Z G DL End Magnitudeilbadeg] -28 -42 Direction Magnitude[Ib.lb - ft] No Data to Print ... rBL Fa orBL F •r :L F- n•r :CF- •r:CFa •r :LC actor 0 Ic 0 ray.. Join t Point Distrib... Area (... Surfac... Start Location[in.%j End Location[in. %1 0 0 0' 0 Start Locationfin %1 End Lo Q on[in, %] 0 0Y _ 0.. Oct28 2007 12:27 ISM Checked By: 0 J 0 Magnitude[Ib.Ib -ft in.rad Ib's"un] Location[in, %j Ib-ft Ic MY lb-ft I MZ b-ft Ic 0 11 RISA -3D Version 7.0.0 [E: Boeing LaserILASER173.5 PANEL AT LAZER.r3d] Page 3 Envelope Member Section Forces Axial[1b] Ic y Shear[lb] 1 M 1 inn!, - 287.126 1 78.02 EN IFIIMINtaAlgl EEZEIMERMEMEEEMINSFEEMEE IMIN max -287.12. , kg.„... mil Ka 0 - 287.126 1 78.02 0 i II nom- - 87.126 11 78.12 0 0 1 0 EN e M2 - U x :4 - . ,, WKII 11 III 2 max armassam Mil EMI Ell maX 100:503' 1 17 4 max 36.006 k - 0 f: 2 0 1 � 00.503 EFERIMIENNEENEEE ,y0 SE 19 m -36. '06 iiiIMUNINIMA1 MI max 51. -33 1 33.927 WE 0 MI 0 Q ® is 18.332 ` { 1.114` -: 0;. y ER 51.633 MI 33.927 z Momen.. Ic 157.651 1 Company Designer Job Number 37 38 `.- 139 4Q t 1,41 ' M5 X 42 =`44 45 - 36.006 '100.503~ - 36.006 60:235_=x.: :2 - 48.991 1 113.33 :114 :884: 113.33 134.08 Ic z Sheallb] Ic Torquejlb -ft Ic -y Momen 1 0 1 0 1 1 0 0 0 0 0 11 Oct 28 2007 12:27 PM Checked By: - 141.424 275.741 - 287.655 - 26.358 51.633 14 max 51.633 Min' 18.332 29 ElIEEN EEMEEMMETMEMEMENEEEVISE ' 5 maxi 51.633 1 33.927 2 0 31 M4 1 max 772.896 1 134.08 1 0 `: "32 .: n1 n' .700 92° . : 1 76 2 0.,.. rn' 70092. 2 ''131'.276 135 max 772.896 1 134.08 m �7 • ' . • 2 . , 2 , 1:131:276 4 max 772.896 min 700.92 5 I max 772.896 min' 700 92 1 max 44 .214 min - max 1 125. 1 125.344 INEERMIEMEMEEECE - 37.877 # 290.601 1 • 6- MI11111 33.614 1 L32r 1 0 1 4 O sv, " �1a 65� . max IIIMEMINIE � 0 1 -165.4o9 � 2 5 max - ,,' 49 I 125.344 1 0 1 0 1 1 0 1 X1.7.356 is ,: --,11-1 : Min `375:622;: 0 1 � - 319.359 Fa • O yF ; s , ; . 3.986 ti • max 140.226 Ell 100.125 1 0 1 0 1 � a 34:4 - ; mi - - iti lug Ewa 2 ' - :-0 m 140.226 11 157.474 O 0 0 55 max 140.226 Ell 157.474 56... in: :106.793 2 °y 134.464 2 - _ 0 57:349 :Y RISA -3D Version 7.0.0 [E:1...1...12007107418.00 Boeing Laser1LASER173.5 PANEL AT LAZER.r3d] Page 4 /o re; Company Designer Job Number -6.124 -6.124 - 6.124 max min max min - 10.961 M10 maxi - 80.114 mitt 2 max - 49.205 min =7 3 max - 18.296 207.791 207.791 2, 1 3.688 1 0 1 1- 44.216 2 0 1 I 2 , -75.497 -9224 206.883 205 €;732` 230.857 - 166.463 =1.67408 -19.683 1 - 245.646 246:249' - 471.335 72.815, - 81.279 2 max 74.438 1 thin'" 27:594 2 maxi 74.438 1 - © 7 ''4 77 '78 79 max min max min max min 74.438 157.474 181.253 181.253 180;551- IMINIESESIMISEMEMIREMEMTIVEN - 181.253 - 1 51.653 1 1 2 1 - 186.206 31.724 81 M9 83 g5 08 89 Envelope Member Section Forces (Continued) Member Sec Axial(IbJ Ic y Sheartlb] Ic 57 ( 4 max 140.226 1 157.474 1 5:. - 4 4 max 115.057 I mi 92 146 5 max 157.064 in ';134.52;. 1 - 193.051 - 221.901 2s 0 q - 245.362 - 258.19 - 413.188 -42 a :284 - 44.054 38,343 = 165168 2 1 14 12 - 189.229 2 p.__.4 ' • 587 5 max; 43.521 12 I - 212.69 2 0 60 i 01 M11 0 ax - 136.78 2- 157.077 1 0 1 103 I �i fit - + EMitli' - 2 max - 105.871 0 1 --127.376 1 1 3 max - 74.962 4 - 1 - MEM 213.347 - 123.64 -1'. 2 07' z Shear(Ibj 0 OY ® M12 Om' 34.459 2 251.097 In r- 113 2 max 34.459 2 - 251.097 1 1 lc Toraue(Ib -ft Ic -v Momen.. Ic -z Momen.. lc 0 1 0 1 -118.974 2 1 0 1 0 i 1 214.624 1 21238 RISA -3D Version 7.0.0 LE:1...1...12007107418.00 Boeing Laser\LASER173.5 PANEL AT LAZER.r3d] Oct28 2007 12:27 PM Checked By: 90.208 : :' - 38.713 2 50.449 5 41.69 214.824 1 1 '- 260.892 1 281.515 1 i 0 1- 182.202 1 1,` , 0 ,:e> ;1 ` x84.263 °2 - 69.537 - 76.719 62.663 12 - 226.173 1 Page 511, 9 e IP£J'a3ZV 11d 13Ndd S'£L1a3SYluase16u1ao9 0 0'91.PL01L00Z1 "1"1 :3] 0'0'L uoisia - � a£ dsla 1" =ZH Z'1}1 C-ZH Z -IH 9' 9L'£Z "0'bl "Et. ea 0 690' 8'lL 1 0 6Z0' 8E0 C90' 1 ...SE b0' Z 9Z0', 1 e 09 1.99' £BO'PXZXZflt £9o'oXtxzm. £9o`oxZ £80'OXZXZn £90`OXZXZf11 1917' £90'oXZXtn 14 E1W 9111 9L'£Z ELM DINEWEENEUE 9L'£Z Limd 9'1Z 9U 1. AtEMECENVIIIIII £9O'oxzxzn.L ®0 1 Z - L'9l L00 VZO 91.0' S CL 09 0 £S£ 6E 189' 69Z' £9o'OXZXZn a C90"oxZxtnl: £8o'OXZXZni £BO'oxzxznl E9o•OX,ZXZn 61N 8 Z - lH 9' I '9C£Z,9L'£Z9'1Z 861.1 i 0 VL zi4 Z 9 # . >;i9L;£ZI9L'£Zj9'# Z -Z 4 ; 0X �1. ZH)' 9 I"'19L'£ZI9L'£Z19'1.Z►" 9'LL Ai 0 1T; .SLS < tpEZ - 1k Z Z "Z 9' 9L. ELM 9'LZ • Z . SIL ® ® ® 9' ® 9L£z9'1.Z gou e e Sr BEINENELBEEMEGE 9' "" 9L'£Z 9L'£Z 9 LZ "L'91 L F 99 ' , 94`£ t£Z9° , L'9C'.r 9L£Z WIZ = L:£ 9'LZ "Z' 9' 9L'£Z'9'1.Z"•5'L1,IZ 1 0 UTZ 9L' :it8 pamoago 11151 LZ :Z1 LOOZ 8Z O L A ..;' .LV691 LBZ' • 101. 9ZZ Ipayo apo0 SLW S1 £9o'oxzxznJ. EW E l E9o'oXZXZn11` =Z tt , ' Z. �a £B0'OXZXZf 114 1.1 1 j adays sway° apoO Mae1S GSV OS /d edoIaAu3 6£L'OZZ- 1. 0 4ZZE01.ei 1 ;' p....,' Z Z9176 1. 0 ZL£'691. ;£ Z89'19- 6£S'L LZ- ZL0'6LZ Zb9'60Z- y£ ®•Z9P Z ZZ6'LSb- 1 - ZLB't C Z b0•9b£ 1. Z 6917'1791 1 1= 99V6E- ZZt 'LC - 1 , 9 0 • 1.09'06Z :200: 1.92 602 9 1bS +d L£b 09 989'£91.- L L19 LO L'9Z9 L 0 Z 86Z'9ZE { L L9Z'9LL ; Z • Z91'96 Xe Z Lb'69L,. 1. :990'96 utwa L L8Z'9LL 9.66V Z 66619£ 962 SZE- 9'L 96Z'9ZE- 86Z'9Z - re Z 862 9ZE L L60' 19Z- Z 6 L60'L9Z- Z ;8LZ:1S.Z L L60'L9Z- 9ZZ` 291•96 xew b Z Z91'96 L9 t L bZ9'0 1. L 1 pZ9'011. xew 1. L98'L LS9'L L99'L 6Sb'VC 6Sb'bE 889 Z£" 69b''E xew LOW L8Z'9L 1. Q e Z9L'96 xew SLW LbL 1. 0 L 908'6 - uiw, GIMININIEMitta 0 1. 96C "Z91.- 1. 17Z9'014- xew Gill 1. . 0. -.. 1. 0., Z:':I 909661.- Z, . L9L LL1, OW; L 0 1 O 0 96E Z L Q PZS 0 L L- 1 © .:.. u, • L98'L xew ugu •••uawo uawoyy 41 - a eags 091; • b1 :990'86 Z . Z91..96 990'96: uIEJ xew .u1 (panuluoO) seaio, j uai;aas ado /anu3 jaq Jeu Di sea Auedwo0 914 914• bb1- Solution: Envelope Member y Shear Forces (lb) Reaction units are lb and lb-ft } - - - 1 )'*m� | ! i i ! i / ' . 1 -87.7 -199.8 ! | . _______ ________ . . -1or1 � | 69.3 Oct 28, 200 at 12:24 PM ro.5 PANEL ATtAZER.r3m i Solution: Envelope Member z Bending Moments (Ib-ft) Reaction units are lb and lb-ft 281.5 214.6 1 634 I -462 214.8 24.1 526.1 Oct 28, 2007 at 12:25 PM 73.5 PANEL AT LAZER.r3d Y leo , ) A A O•%Y%) ' &iptA/ / h -ST C t 5Lam' Lr (L, urPcp• = (7.1 tj tovit..ax � C'= #8. Z y[Itl L i I ¢Z11.-t= 41, Sow GC) e S ALLSTRUCTURE E n g i n e e r i n g L L C 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 LA2 WN1 uP • L owe fL, i ot7 A DATE CHK BY DATE .108 NO SHEET OF Solution: Envelope Reaction units are lb and lb-ft E M8 m 2 M9 N 2 M 2 4 N 2 in 2 M7 Oct 28, 2007 at 12:47 PM 49 PANEL AT LASER.r3d Solution: Envelope Reaction units are lb and lb-ft TU2X2X0.083 TU2X2X0.083 TU2X2X0.083 co 0 O 0 TU2X2X0.083 c o O 0 Oct 28, 2007 at 12:47 PM 49 PANEL AT LASER.r3d �J Solution: Envelope Reaction units are lb and lb-ft Oct 28, 2007 at 12:47 PM 49 PANEL AT LASER.r3d Z40, - 42Ib/ft -48.61 b /v I Aii Oct 28, 2007 at 12:47 PM 49 PANEL AT LASER.r3d 77 Loads: BLC 1, DEAD Solution: Envelope Reaction units are lb and lb-ft Loads: BLC 3, SEISMIC Solution: Envelope Reaction units are lb and lb-ft 28.2Ib/ft 41.51b/ft > > Oct 28, 2007 at 12:48 PM 49 PANEL AT LASER.r3d Company Designer Job Number Global Display Sections for Member Calcs Max ° interna)Sections'for Member Calcs'` Include Shear Deformation tnclude Area Load Mesh (inA2) Merge Tolerance (in) P -Delta Analysis Tolerance Vertical Axis 5 7 Yes 144 72: 0.50% Hot Rolled Steel Code ColdFormed SteerCode Wood Code :Wood Temperature. Concrete Code AISC: ASD 9th AISI 99 ASD NDS 91/97: ASD ACI 2002 Number of Shear Regions Reg[ornSpading Jncrement;(in Biaxial Column Method ;Parme Beta Factor (PCA) Concrete Stress Block t1'se tiackect.Sections Bad Framing Wamings Unused. Force Warnings Hot Rolled Steel Section Sets General Section Sets 1 '3 Label Shape GEN1A RE4X4 RIGID General Material Properties Type Beam None? Hot Rolled Steel Design Parameters E 3155 4 PCA Load Contour 65 _: Rectangular Y es' No Ye Label Shape Type 1 1 WALL PANEL TUBE 1TU2x2x0....1 Beam Design List Material Design Rul... A [in2] Ivy [in4J Izz]in41 J [in41 Wide Flan e' A36 Gr.36 T,rpical 1 .636 1 .391 1 .391 I .585 Material A fin2l gen_Conc3NW I 16 R[GID" e +6 Lateral Lateral Label Shape Length... Lbtafin] Lbzgin] M1 WALL PA 46 I M2 ,- : ; M3 IWALL PA. .I 24 l -M4 -: ,`, ALLPA ._ 46 M5 'WALL PA. 60 M6 °IWALLPA. 24 M7 ALL PA. 47 M8 ALL Lcomp to Lcomp bo .. i 1 3 4 Labe den Conc3NW gen' >Conc4N-W lksil pen Conc3LW 2085 gen Conc4LW 2408 4584 N .15 906 047 Gfksi] 1372 Ivy [in41 21.333 Izz [1n4] 21.333 Kzz Cm- yyCm -zz Cb ' swayz sway Function Lateral Latera[ 1 Lateral ; u Therm .61E5 F) .6 Oct28 2007 12:48 PM Checked By: J [n41 31.573 Densityfk/ft^31 .145 RISA -3D Version 7.0.0 [E :l..\Projects12007\07418.00 Boeing Laser\LASER149 PANEL AT LASER.r3d] Page Company Designer Job Number General Material Properties (Continued) den Alum eel - r RIGID 10600 =29000 1e+7 4077 1.29 { .173 49 Hot Rolled Steel Properties Label Basle Load Cases BLC Description DEAD LIVE SEISMIC E fksl G tLi Nu 11154 I .3 tt 154 . Member Distributed Loads (BLC 1: DEAD) el Di Y on Start Ma�2 • - • ., n• a•ni u b 0 u BOUTEREEIESSEENEMENNEEN EL Therm 1 Therm (11E5 F) Densitvfk/ft ^31 2 Oct 28 2007 12:48 ,SM Checked By: e i i k/ft^ 0 1 1 3 3 A36 Gr.36 A572 eI 50 A992 A500'Gr A500 Gr.46 29000 29000 G fksil 11154 .3 29000 i 11154 I .3 .65 .65 .49 .49 .65 .49 46 Yeldfksil 36 =-7.5 .` 50 N7 47 106 N1 N2 'S "z Detach From Diap 1WALL- PANE:: Nide Flan ,e n Wide Flan' Beam Wide Flan A36` A36 Gr.36 $" ' •ical WALL PANE... M9 1 N2 ' N6 'N1 ,,..,N K oin Ro i= to !.�± «• • ALL PANE... ALL PANE... Beam ALL PANE. si•n Li -t M- -ri 1 • =si•n Rul-s Beam Wide Flan, a A36 Gr.36 T • ical .Wide Flan 6- •e',. •t•%I'.. Wide Flan e e A36 Gr.36 T • ical Wide Flari _' - A36 G08" _,; • ical -1 A36 Gr.36 T 'cal CaDL ry X Gray.. Y Gray..Z Gray.. Joint Point Distrib... Area j... Surfac... 2 1 M Lab M7 rt cati•ni • n• • = Bonin°/ R1SA -3D Version 7.0.0 [E:1...1Projects12007107418.00 Boeing Laser\LASER149 PANEL AT LASER.r3d] Page 8 2 Company Designer Job Number Member Distributed Member Label 1 M7 M8 Joint Loads and Enforced Displacements Joint Label L.D.M Direction No Data to Print ... Member Point Loads Member Label Load Combinations S• I...P... ;. .B F=cto B C Fa or :_n. rBL Fa. or :L Fa or: = c torBLCFa orB C fi Envelope Joint Reactions J 2 8 9 10 11 12 13 i' °14 `::# oint max 7115.795 min .7119,19 •: max - 153.802 min ` -'-15 17 97 max 0 itiirt maxi 0 min N8 N4 Totals: max min max - 272.992 ( 2 408.077 1 min - 272.9921,1 '.:266.137 A; 2' max min X fib] Ic 4;1.7 [Ib] 760841: 939.7 =874 8 0 1 0 t' 1 0 1 0 1 0 0 0 1 Zfib] II MX Vb ft] 0 , " 1.. 0 1 1 0 1 0 0 0 11 0 0 Ic 1 MY [lb-ftj 0 0 a 0 Ic MZ [lb-ft] Ic 1 0 1 0 1 11 0 1 0 ;1 1 1 .x 1 0 1 Envelope Member Section Forces M :-393.603 2 , :113.205 - 323.795 1 117.076 393.6 3 2 2.5 138.919 2 328.065 - 42.192 138.919 0 0 0 154.416 M1 Loads (BLC Direct X 3 : SEISMIC) Direction Start Magn' depb /.. 28.2 41:5 c Axiat[Ib] lc y Shear[lb] 1 max - 323.795 1 ' 117.076 min 493603 .21 113205 2 f- 323.795 1 1 7 076 min 393.603 .2 11 max - 323.795 1 117.076 Turin ` -393 6Q3 2 :1'1`3.205 4 ' max - 323.795 1 117.07 min max KM M2 REI EMEMISIMAINEWIMIESI IMININIMINMEM - 42.192 O ffia 15 3 max - 42.192 1 138.919 2 End Magnitude[Ib/f .deoj 28.2 Direction Magnitude[Ib.ib -ft] No Data to Print ... Ic z She ar[Ib] Ic 1 i1 0 1 2 1 0 0 1 1 Magnitude[Ib.Ib -ft in.rad Ib "s "yn] Toroue[lb-ftl lc y- M rosen... Ic z -z Momen... is 0 ,< 1 1 ' 0 1 1 1 233.25 0 0 Oct 28 2007 12:48 PM Checked By: Start Location[in. %1, End Location[in. %] 0 0 ,0 Location[in. %] 1 2 '4'C , .';2 8.855 4 - 103.343 1 0 , 1 0 1 0 11 1 8233 1 or RISA -3D Version 7.0.0 [E:1...1Projects12007107418.00 Boeing Laser\LASER149 PANEL AT LASER.r3d] Page 9 53 1 54 55 :56 r, 59 r 60' ' 61 L 63 67 6 69 44 :::': 50 51 Company Designer Job Number Envelope Member Section Forces (Continued) Member Sec Axialflbl Ic v Sheadibl Ic z $hearflbl Ic Tomueflb -ft 2.375' °r2 s .'137.84 U ... '.1. Y ' 22 23 24 ` M5 1 1 min max - 4294 t, 28.4 4 731.872 59:74 2 max 731.872 659:74 450.27 '378: 13 2 max 450.27 20.213 ,1 8 :5: <x .1 =` 1 138.418 1=36.2 1.1.538 2 0 - 54.556 - 74.484 84.874 . -7 .394 366.219 59.356.` - 96.561 - 248.533 139.445 - 202.953 ''- 20.5.9: 28.414 731.872 731.872 450.27 138.418 211.412 -: 499T 0 1 - 19.584 1 m _ 45 3 max 1 138.418 min %.-378.513 2 136204. 2 47 4 maxi 45 . 27 , 1 138.418 1 5 max M7 160.761 0 108.066 inin ` 127:669" 2 4 ` '90:583 max 160.761 1 108.066 ] 1 -min' '= 127.669 •; 90.583 --2 4; max 160.761 1 108.066 1 1 0 411427:569 . ` ==90:583 . 0 5 max 1 160.761 1 108.066 1 j 0 min 1' 127.669 2 ; : : : 9 0 . 5 8 3 ' , - 2 ' I - - ' '. max -2.831 1 28.44 in- = >- 20:225 2 =4.275 max 24.781 1 - 18.854 in 7:388 2 35.119 52.394 1 - 65.963 35 2 66:147' 4 max 378.513 450.27 80.006 in :'62:613 136.204 138.41 ; 1 - 96.807 :1:13:441` 107.619 1 ._. 127.65 160;735 - 119.593 2 - 70.633 185:346 . 1 f. 108:102' 2 2 1 2 0 0 11 0 0 ?'i ;1 1 1 0 1 0 _ 1 0 1 1 1 - v Momen... Ic 1 0 : 0 RISA -3D Version 7.0.0 LE:1...1...12007107418.00 Boeing Laser\LASER\49 PANEL AT LASER.r3dj Oct 28 2007 12:48 PM Checked By: - z Momen... lc 32 - 373.208 12 _379 >62`1" 1 34.449 1 72.79 73617x, -118.082 2 127.65: -163.374 81 1 1 - 75.694 1 2087u 1 - 26.206 2 - 40:472 tr'1 53.483 181.683 163=37 - 291.26 = 31197 Page 10 0 Company Designer Job Number Envelope Member Section Forces (Continued) Member Sec Axial[Ibj Ic y Shear[Ibj Ic 73 2 max - 78.958 2 - 125.359 1 �� WZMINEMEMEHTffli - WM PM( - 38.322 n. 0 6 ER 4 2.313 42.948 fi27 i95 24. 23 24.023 2 -18OE -215.173 2 - 250.864 2 489 :536- `1 - 281.216 2 -281394 - 281.216 -281.594 394.074 - 207.917 -30.38 - 540.606 2 - 541.909` - 265.248 182 ': 10.109 1 1 285.466 =1 285.273 1 561 - 221.41 max min max 119.19 - 179.483 414.07 -y Momen.. Ic z -z Momen,.. Ic 0 1 - 188.65 2 0 »195. f)6 - 251.401 :10 max min Envelope AISC ASD Steel Code Checks M h - 207.917 214.808 2 1 z Sheear[lbj ( 1 Torq U pb-ft Ic t 1 0 NEESSIDIMIEN h -... o. . I F. ... F t ..Fb .024 0 .004 0 4v 2j 19.8.. 213 21: 2 IT U: Oct 28 2007 12:48 PM Checked By: 366.219 [ 359.356': U2X2X0.083 482.: `-60 .123 22 17.5.. 21.6 3.76 21.6 23.76 23.76... .6 '.2.. 23.76 23.761... M5 T U2X2X0.0831 . 524 T 2X2X0.083 TU2X2X0.0831 243 KMY�Ynnn�' Ys.. 2 :029 60 ' 1 .029 02 47 1 .034 .0821'D 12f1T43t215 21.6123.76' 3.761... 6 .231H2-1 taBEEMERI 23.76 .6 .83 0 12 -1 23.76 fib, r 6 '3 : 11:2; RISA -3D Version 7.0.0 [E:1...1...12007107418.00 Boeing Laser1LASER449 PANEL AT LASER.r3d] Page 11 33 Solution: Envelope Member Bending Moments (lb-ft) Reaction units are lb and lb-ft -312 -541.9 A j 561 366.2 181.7 14.1 Solution: Envelope Member y Shear Forces (lb) Reaction units are lb and lb -70.6 28.4 -281.2 L -281.6 • 394.1 -214.8 i -160.7 -289.5 Oct 28, 2007 at 12:48 PM 49 PANEL AT LASER.r3d h Af /L)5 5//Al 4 L /A/G 4'42 6 �Lr 7)1_ 'z g2, s c d - 77 0 5 I-01 G9 L = 2 r /z s ' 12 7ar94-. i. ALLSTRUCTURE E n g i n e e r i n g L L C 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 </ 47) j' to BY 1 r,. DATE CHK BY DATE JOB NO SHEET / P OF Oct 29, 2007 at 6:05 AM truss.r3d Oct 29, 2007 at 6:12 AM truss.r3d 3a Results for LC 1, DL +LL M3 M16 M17 M18 ; ..7 M7 M22 M23 M24 trit truss.r3d Oct 29, 2007 at 6:01 AM 1; i• '''44 ' ■ 11 'W.!. 1; i: ''''41 011 : 1:1: ..4.,.„Aimpimaj.,,,A '' v 17 16 15 : I truss.r3d Oct 29, 2007 at 6:02 AM 4-0 -2001b Oct 29, 2007 at 6:03 AM truss.r3d Loads: BLC 2, LIVE Loads: BLC 1, DEAD Oct 29, 2007 at 6:03 AM truss.r3d Company Designer Job Number Global Display Sections for Member Calcs ;MaXilriterrieSeatiOnsIdt Merr►ber Catcs Include Shear Deformation 'Inctude.:Werpin Area Load Mesh (inA2) Merge Tolerance :7(inl P -Delta Analysis Tolerance Mediae sY`< Hot Rolled Steel Code Co1d'Forrned Ste& Code Wood Code WoodtTeixtperattne, Concrete Code AISC: ASD 9th AISL99• ASD..,;; NDS 91/97: ASD ACI 2002 Number of Shear Regions Remo!) Spacinp`Increment Biaxial Column Method Parme eta Factor (PCA) : Concrete Stress Block ise Cracked .Sections Bad Framing Warnings :iUhtiSedTairCeWarliitide 4 PCA Load Contour -6 . Rectangular No Yes'< Hot Rolled Steel Section Sets 1 BOTT CHORD COLUMN 5 L BOLT TU2X2X0... General Section Sets Label 1 I GEN1 L 2 •• Label TOP CHORD - M12 == ::`GOLuMN 13 M13 BOTT C... 49.5 M14 BOTTC . 15 M16 BoTT C... 49.5 RISA -3D Version 7.0.0 Shape TU2X2X0.... Label Shape length... Lbyyrin] M1 COLUMN ' 105 COLUMN '.675 TOP CH... 49.5 M4 BOTT C y 49 5 M5 WEB 6.75 M6 . _ - ;WEB M7 TOP CH... 36.25 `M8 = BOTT c;4:: M9 WEB 6.75 M10 WEB' 615 M11 COLUMN 105 Type Design List Material ,. ! 1. 1 ;ul... A in2 Beam Wde Flange A36 Gr.36 Beam ' Wide Flange, A36 Gr.36 TU3X2XO....I Beam Wide Flan • - A36 Gr.36 ' TU2X2x0 .1 .: Beam ;`Wide Flange A36 Gr.36. 5/16 BOLT1 Beam Sham Type Material _ RE4X4 Beam gen_Conc3NW None" ..,.� rRIGID� Hot Rolled Steel Design Parameters 5 Yes t:+ 144 0.50% .391 X585 : 1.021 1.. Wide Flange; A36 Gr.36 I Typical 1 .077 i .000468 .000468, .000936 Lt tinj : i . o... cm A [in2] 16 .1 J [n4] 31.573 1e +6 y lyy [n4] 21.333 1 a+8 [E:Wlstructure\Projects12007 \07418.00 Boeing Laser\LASERItruss.r3dj Oct 29 2007 6:09 AM Checked By: in4 l• i4 J Izz [in4] 21.333 1e +8 Cm - zz swa w F n Lateral Lateral Lateral Leteral Lateral Le teret - Lateral Latent Lateral Untie Lateral Page 7 , M16 Iwr .n ' s q .. F s s M17 oP CH 49.5 _ ME uvn Late L ateral OP OH., 49:5> aterai 19 M19 BOTT C 36.25 a BO1T C. 36. 5 Y: 21 M21 BOTT C... 36.25 Lateral Lateral 1v 22 g . - M22 fi TOP. ca.:: 36.25 ,,' i x . „ 23 M23 TOP CH... 36.25 y : ate Lateral 24 .. �. M24:.• . > Top: CH . 36. ?5 k f . ��. �, �,� w i 25 M25 WEB 56.385 ateral Lateral 26 " u , ,.WEB '. x.385 27 M27 ;.: WEB 56.385 �x Lateral Lateral 28 -.'"M28'< -WEB '36.385 " , `. 1:teral 29 M29 WEB 27 �: y Lateral ® M31 WEB 27 FAUERMIEW - 33 M33 WEB 45.2 Lateral Lateral 34 _ " WEB .� ` . "' �: �,. .-_ ' -, h r > ' Lateral` 35 M35 WEB 45.2 `'� ' ,;. Lateral .36 Y. M36 '-WEB K 27.`:, ..a . ; Lateral 37 M37 WEB 27 � Lateral 38 M38• v 27 =. <'WEB ry ,. * - ; Lateral Lateral 39 M39 COLUMN 6,75 '40 „ , ' •COLUMN 6.75 . -.. . � 3 . e r 41 M41 COLUMN 6.75 r - Lateral 42 M42 "WEB 6.75 43 M43 WEB 6.7 " Late I Lateral Lateral 'WEBS 6. 5 45 M45 WEB 6.75 l � ;W EB ':6.75 r Lateral 47 M4 WEB 6.75 ' ` !Lateral I EN ,;M 8 = %6 °7 , .�.< e: :" era 49 M49 WEB 6.75 11111111311EMEN Lateral IEM . 6_76: f r 51 M51 WEB 6.75 2 "M1' _ ,si L3 5�� 53 M53 WEB 6.75 aterat Lateral , . a a ° - " La 54 . M54 *, COLUMN 6.75 i k = l ateraT> Lateral 55 M55 COLUMN • 5 56 M56 Y° , .COLUMNS 6.75 ' � z : 1x Lateral Lateral 57 M57 • BOLT I 2 I ... _. � „ , . „ 1;58 ., ,.:M5g,.•. `- BOLT,:;:,1 .2 . -,i .. , s , t I 1 t fLaterat Laeil Lateral Lateral 59 M59 BOLT 1 2 ° 60 M60 BOLT 2 r " 61 'ail' M61 BOLT 2 M62 ��BOLT:- 2 <; ti ;'. " v. , -J 42 P . s ° ' = ateia 63 ``'64 M63 BOLT 2 "{ I Lateral itaterat, Lateral , , "M64 ` - BBOLT- 2. t <, y 65 M65 BOLT 2 66 �' � M66 ' eoTI C.;..... � ` = 2 ; X s n , ' . s : . r Lateral- 67 I M67 FOP CH.. 1 .� r� � . Lateral Company Designer Job Number Hot Rolled Steel Design Parameters (Continued) Oct 29 2007 6:09 Art Checked By: Label } Shape ennth = Lbwlinl Lbzzfinl Lcomo to.. t icomo bo Kw Kzz Cm - w Cm RISA -3D Version 7.0.0 [ E: 1 AIIstructurelProjectst2007107418 .00 Boeing Laser\LASER\truss.r3d] age 8 1 A36 Gr.36 29000 v it ii 11154 r u .3 Tnerm 111E5 F) DensitvPk/ft^31 Yield(ksil 36 2 A572 G'r'" 50... w :, :: . ....,.:29000. = =:. .,, ,_:1. 1154 `57 .; , , . .65 ;, - e 49 _ . X50 3 A992 29000 - `29000 11154 11154 '.:_- 3 `: 3 . , .65 ', ",< .49 �£ .49 '- 49 ;�,� 50 :','''4';':'` ' : :>: A500'Gr:42 : r« 5 A500 Gr.46 29000 11154 .3 . .65 . 49 aR Company Designer Job Number General Material Properties 5 6 7 raL 17 19 1 21 1 N21 X22: 23 Label qen Conc3NW en Con64NW ,> qen Conc3LW gerLCorLG4LW . en Alum n� =S #eei RIGID Hot Rolled Steel Properties E jksij 3155 ..,,: '3644 o 2085 2408r 10600 ;29000 1e +7 Joint Coordinates and Temperatures 238.25 I 105 G [ksi] 1372 •; 1584 906 4077 132 105 :; 150.5 I 105 0 0 RISA -3D Version 7.0.0 [ E: 1AIIstructurelProjects12007107418 .00 Boeing Laser\LASERItruss.r3d] Oct 29 2007 6:09 AM Checked By: 4 .11 .11 .173 49 r; . . 0 Label X [in] ] Y [in] Z [in] Temp Detach From Diap... N1 0 0 0 [Fl ' N3 -N4. . _. 0 132 N5 ;200 ° "105 1417 1418- ; r 51.5 51.S .'.' N19 N20" a ;105 101 105 0 132 132 0 0 ] 25 27 28 > 29 31 33 274:5` N23 4 > N25 hi2 N27 9 N29 N30...,.. N31 N3 2. N33 N35 36 310.75 38:25 274.5 310:75 0 2 202 202 105 132 0 "132 111.75 118 :5 125.25 141354 `s 118.5 ?25:25':;' 111.75 125.25 wi.gft s, 0 -. 0 0 0 0 0 0 0 0 0 0 0 0 Page 9 Company Designer Job Number Joint Coordinates and Temperatures (Continued) 37 VIM 43 44 Label N37 N38 N39 I N41 N43 Xlin] Y [in] 200 118.5 .e "200 347 111.75 125.25 ::349 :e. ..,11115 349 118.5 • :349 , ::: -- " - 4 • 12625 Z fin] 0 0 0� 0 • 0 Temp [F] 0 0 ` R1SA -3D Version 7.0.0 [E: 107418.00 Boeing Laser\LASERItruss.r3dj Oct 29 2007 6:09 AM Checked By: Detach From Diap... TOP.CHORD' OTT CHORD M3� :> �., N16;:' ° "'N COLUMN Beam .Wide flan : Wide Fla e e Wide Fla e Wide .Flan �e.. Wide Flan i de Flan= Wide Flange Wide Fla ge �WideFJa -- Wide Flan g e T Wide F(an e W ide:nen.e Beam Wide Fla ge F- Wide; Flail: e Wide Flang vWidela.:e= ide }fan • e" 'WEB '=': ° Beam Wide Flange Wide Flan g e Wide Flange ;Wide Fla ''•E Wide Flame WideTla `• Beam Wide Flange A36'Or.36 A36 Gr.36 • A36::Gr.36 A36 Gr.36 T • ical A360:36' A36 Gr.36 T • ical A36 Gr.36 A36 Gr.36 A36: Gr;36 A36 Gr.36 A3601 A3 , Gr.36 Glt36- A36 Gr.36 A36 Gr.36 A36 Gr.36 A36 36° A36, Gr26 Wide Flange A36 Gr.36 T • icy •:M 29 M29 N15 N20 SEMEMEIMMIn M37 1 N22 N25 N26 TOP CHORD BOTT CHORD BOTT CHORD TOP CHORD :TOP; HORD i ":...Wide Flan! e TOP CHORD COLUMN BOTT CHORD BOTUCHOIZD TOP CHORD TOP CHORD' BOTT CHORD WEB Beam Wide Flange WEB ' Beam COLUMN Beam Wide Flange Wide Flange Wide Flange Wide Flange Wide Flange Wide Flange Wide Flange A36 Gr.36 A36 Gr.36 A36Gr:3s A36 Gr.36 :A36Gr36° A36 Gr.36 An G436- A36 Gr.36 A36 Gr.36 15 M1 N17 Member Primary Data =• 1 IJ•i t J oin 37 38 39 19 M19 00 M20 . >.. COLUMN BOTT CHORD Wide Flange A36 Gr.36 T A36 Gr.36 A36 Gr.36 T Des' • Rules i cal i cai;: icel A36 Gr.36 T • icai Page 10 Company Designer Job Number N38 N40 t�[13'• N30 31` WEB WEB =:WEB OLUMN Beam Beam Beam -"-COLUMN-; BOLT Beam ' 1 ,= .11m Vide Flange'. Wide Fla • e Wide`Fla' e Wide Flange Wide fange.. Wide Flange , yYie Ela ge ; Wide Flange Wide Flange A36 Gr.36 Beam Wide Flange Beam Wade Flange.? Beam Wide Flange .Wide Slan A36 Gr.36 A360436 A36 Gr.36 A36Gr.36> A36 Gr.36 A36' Gr:3a:: A36 Gr.36 A36;Gr36 A36 Gr.36 A36 A36 Gr.36 'Bean Beam 3 63 I M63 N39 N42 64: - 1M64` . t _N40 N43 .: F 65 M65 N41 N44 66 , 6:: - , .., 4 ' N6 . N10. 67 1 Bask Load Cases BLC Description DEAD Member Distributed Loads (BLC 1: DEAD) m•erLa• I M15 2 M14 3 ' M13 M4 ni d -I•/ ndM - •nitu•e • -• . tion in % nd Location in Joint Loads and Enforced Displacements ,BLC 2 : LIVE) 1 1 N20 L Member Point Loads Joint Label L.D.M Direction Y Member Label Cateaory X Gray.. Y Gray 2 Gray... Joint Point Distrib,.. Area ( Surfar None 9 .. None �i } Direction Magnitude[Ib,Ib -ft] No Data to Print ... Magnitude[Ib,ib -ft in.rad Ib *s"yni] -200 Oct 29 2007 6:09 AM Checked By: Location[in, %] RISA -3D Version 7.0.0 [E: \Projects12007 \07418.00 Boeing Laser\LASER\truss.r3d] Pag/ee111 �T 7 9 1 0 11 12 13 15 Company Designer Job Number Load Combinations Description 1 DL +LL Joint Reactions LC 1 1 s1° 17 1 48 ;.1 19 1 I 20 1 Joint Deflections LC .. 1 1 3 1 Joint Label N1 N2 eN17 N16 N6 N21 'N22 N23 N11 N14 N18 N24 N26..;: * Totals: 30G fin] SoI...PD...SR...BLC Factor lCFFactor8LC Factor LC Facto Facto BLC FactorBLC actorBLC Factor Yes1YI l_1 11 (21 1 I i 1 1 1 BLC I 1 X (lb 6.897 e= x:897. 0 0 0 ,, 824.668 0 X [n] 0 Y fin] 0 � N ,kf Z [in] 0 MX flb-ftl N21 -.159 0 0 0 - 1.665e -3 :006' -.038 - Z 322 -.017 2.51e 2.69e -3 0 0 -.06 038 -.066 -.01 - 3.263e -3 12.398e -3 2.988e -3 X Rotation .. Y Rotation ...Z Rotation r... b .. 0 1.808e -31 2:0236 -8 -2.362e-31 Y -.058 - xs�r� 2C � "i . , :066 27 N27 .. - -.041 -.011 p 0 -2.521e-3 R1SA-3D Version 7.0.0 [ E: 1 AllstructurelProjects12007107418 .00 Boeing LaserILASERItruss.r3d] Page 12 to 0 Oct 29 2007 6:09 AM Checked By: MY flb-ftJ MZ [Ib - ftj 0 0 0 Oiatt 239e -3 - 5.711 =-4 Company Designer Job Number Joint Deflections (Continued) 16< 17 39 74,0 ' 41 42M 43 44 Member Section Forces LC Member Label 1 M1 LC 1 1 N39 01 1 N41 -.05 N43 -.034 N44 05 824. 824.66 824: 824.6• -2.755 824.6 -= =2 68.862 - 132.047 0 01 - 81.091 - 1806.951- 177.788 - 19.242 304.904 77.057 77.057 -7.999 -7.999 7.999 -7.999 11.573 - 24.651 al[Ib1 y Shear..z Shear.. Torque[. 824.- • : -7.87 0 0 6- - -t7,'.87 824.668 -7.87 0 0 824.66 18.233 ?8.233 179.442 18.233 • 126.2.236:109 - 6126.2.. 113. 9 1- 1806.951- 177.7881 0. 68.86 0 69.249 A 69 637E' 70.024 11 49.798 � -z Momentjl.., 0 34.431 1 0 ':441082%,, 0 33.245 0 . =•22 ` r, M8 " Joint Label r 4: N28 N29 -.008 r -.011 0 ':N30, - .041 -.D f 7 :0- N31 -.024 -.016 0 '''N32- `x:008 <; ` `''0" N33 � -O3 ,' �.32 ` _ 0 N35 -.034 -.32 - >N36 *:026 k, = 322: N37 -.03 -.321 ...:.N38 : 4 -:b34 ; 321. _. 2 19 I 4 48126.2.. 20 UNIMMEMBREMEMEMI 21 1 i M5 X f inl Y [inl Z ftnl Sec 1 3 1 : 2 3 4 . 179.442 179.442 :t3 -.017 -.016 01.1,. 011 :011 -" 1 0 1806.95 477.7$8 '- 1806.95 - 177.788 1806.95 177758 X Rotation Y Rotation .. Z Rotation f... 0 0 - 2.362e -3 - 2.768e - 3 - 2.416e -3 2.222e-3: 7.147e-4 :6.40344; 6.08e -4 t6 653e`-4 6.204e -4 5.576e- 44`~' 2.797e-3 9 2.559e' 2.39e -3 2 676e ' 2.56e-3 2.51e-3 °" 0 RISA -3D Version 7.0.0 [E: \07418.00 Boeing Laser\LASERItruss.r3d] Oct 29 2007 6:09 AM Checked By: y... 12.192 0 x.61:1 - 25.414 79.86 01 - 100.331 -119.248 -94.247 - 69.245 2 0' 37,761. Page 13 6 X68 Member Section Forces (Continued) C M= mb - 305.113 305;113 305.113 796.58 796.56 796.58 796.58 796.58 26*. - 6126.4.. - 24.069 ` 155:682 1775.0.. 155.682 1775:0:.155:682; 6.903 796.. - `2 -A85 ' 796 .58 2.485 126:725 45.298 - 60.397 305.113 87.811 2.059 - 91.929 - 24.069 X 24.069 - 24.069 .24 248.844 17.882 4.343 11.113 118.359 64 65 Company Designer Job Number 2 1264 1931 126.4.. 30501 234,6231 - 3050.1.. 111.904 30501:. 10:014 f - 3050.1.. - 133.533 G 0 032 -1.305 RISA -3D Version 7.0.0 [ E: 1 AIIstructure \Projects12007107418.00 Boeing LaserrLASERItruss.r3d] Oct29 2007 6:09 A Checked By: 0 104.308 -74.37 0 ' 126.494.' 148.918 48.333 - 119.024 I Page 14 Member Section Forces (Continued) LC Member Label 94:F r 95 97 107 109 128 129 ITER 133 1 135 " f 1361 .�_ 1 137 ' 138 139 140 141 4 . _ 1 143 Company Designer Job lumber 149 150 • 105 .116: 1.416 0 , 97.36 1.416 0 1 0 0 t97766• 977.6. 1.331 © 0 [Ili M21 110 111 T 2' •n,• mammal MEEEN Dam 1 23 124 12 SEMBIESSIM 127 M26 �.. M28 M29 a M30 .. ; :...,. 5 1 `t 3 4 2 - 2 3 2 3 ;4 5 3 5179.36 179.908 179.644 89T7 -.095 -8%965 2295.8. Axialflbl Shear ..z Shear Torouef v...z -z Momenfl... 5179.36 - 90;039 0 0 = 0 11.57 • 1 0 0 44.491 / �0 •0 44491? 1 0 0 - 50.909 . EMT 252.71 252.71 96.357 96.3571 3 96.357 Mal 1 `� .. .1;887- 4 7.887 - 179.835 1.331 157.621 -21.946 K 1 / I '274.24 , 0 0 14 2742 0 o 5 274.24 0 WEINEMEMINIMMENEUM 0 0 0 0 0 0 0 0 0 '0 0 RISA -3D Version 7.0.0 [ E: AIIstructure \Projects12007107418.00 Boeing Laser\LASER1truss.r3d] Oct 29 2007 6:09 Ain Checked By: 0 0 0 0 0 Di 0 0 ' 1 0 ' - 38.096 1 ® , 0 70.404 - 13.639 5.777 -18.856 9 62 >: -20.867 -4.293 :12.28 28.855 0 0 0 0 0 I 0r 0 Page 15 7 0 , Company Designer Job Number LC Member Label 151 1 M31 0 -8 : .737 0 - 884.737 0 .737 - 884.737 0 84137....170 504.98 0 50k9 0 504.98 0 2093.2; - 2093.2.. 2093.2 . M36 - 2093.2.. 0 20932: 0 • 669.406 0 -•9.4 0 .. 89" •.. 0 67.038 367.038 0 :03 0 - 367.038 0 .., 3674 • _.r a 164 165 :166 177 178 179 A daf[lb] Shear.. Shear.. Torque[.. v., - Moment[I... - 506.919 506.919 2.483 2:483 2.483 2:483' 2.483 - $57..759 187 x'188 1 189 190 191 -:.192: 193 M39 4 357.759 - 357:759i - 357.7591 357.759! 842.4731 .117 t 8 4 2 : 4 73;r117 , 4 842.473i .117 i 0 842'473 "..117 " 0 0 :0 = F RISA -3D Version 7.0.0 [E: \Projects12007 \07418.00 Boeing Laser\LASERItrus$.r3d] Oct 29 2007 6:09 AM Checked By: 0 0 - 12.836 ;;42.85a - 12.869 ' '195 <196 197 198 199 201 -202. 203 ''204 , 205 206 M42 207 5 2 4 3 2 842.473 .117 0 390.854 146.211 0 390.654446;211 390:654 446211 390.654 - 148.211 390p4 39054-14621j % ; ;., 0 0 0 _ 0 0 0 0 0 -824155-179.517 - 824.755 - 179.517 0 12 886 0 -12.902 t 50.451. 0 -29.89 0, 7 ".P . -3211r-'= - ' - 11.232 31 =.x'93. _ 0 - 74.452 Page 16 237 239 `254 255 2 Company Designer Job Number Member Section Forces (Continued) LC Member label 2 , g` M49 M43 244 245 I 1 .246 .: 1., .;1150,:;. 1 247 :248 2 2 :4 .: 2 1' 0ct29 2007 6:09 AM Checked By: Axialflbl Shear $hear Torauef , v z-z Momentfi... 4 755 0 ; 5y OF. 0 9.20V" 24.755 -179.517 0 0 0 - 23.962 24.755 479.517 .11 0 0 : ,1 - 372.936 - 33.189 2 ' f -372.936 - 33.189 17:71;8 17.718 17.718 17.718 17;718 202.044 02,044 202.044 202.044 202.044 1.79.405 - 179.405 0 179.405 179.405 0 179:40 ,.0 41.208 41::208 0r 41.208 41':208 41.208 0 0 0 0 24.569 ti.'rrM48 r= x .. .137::` ,0• .' >0 .. -3 63 .137 -3.682 80_ e 0 4.602 5 - 372.936 125.06 738.08 " :25:06 738.085 52.874 0 ;.li 0 : 52.874' 0 0 '262. 125.06 33.382 :320,134 31765" 320.134 33.765 33765 157.572 21.496 167 572 157.572 21.496 21.496 23.53 18.782 4.033t 43.205 LL K 21 ;496 372.936 - 33.189 . 936 201.; 11.:802 1:2 01.83511 1 802 0 I 0 01:83 it80 Tra - 93.592 11.215 f 93.592 - 93.592 91592; 1:215 - 93.592 11.215 3.642: 52:87 52.874 125:06 - 738.085 125.06 320i34 33.765 320.134 33.765 57:.5722 0 0 1.796: 0 .,> 0 ; 0 `; ".33 = 41.796 0 0 0 -5.547 4196 0 _ 0 0 4t425 425 1 ' .137 0 0 0 -3.605 .' } 0; RISA -3D Version 7.0.0 [ E: 1 AIIstructure1Projects12007107418 .00 Boeing Laser1LASER\truss.r3d] 0 0 0 ;: 8.8 5.618 6.572 5.795; -1.791 'I Y' 28.278 Page 17 53 - 36.412 449.798` 26.188 20.393 14.598 3.008 6':28 4.623 2 ;963 :w 11.927 1 035`. 8.772 7195 , , Member Section Forces (Continued) 21 75 „ 75 759.582 59.592 1 341.63 2 ' 341.63 341.63 w;4 341:53 5 341.63 2 0 4 0 0 1 4.929 982.209 "4,929° 982:209' 4.929 982.209 :4 .9 982.205:.;: 123.802 0 1.23.802 0 �= 123.802 0 123:55 123.802 0 39 so 391.001 39.1.001 982.209 451.456' 451.456 45t456 451.456 45.14506 391.001 266. 267 ;268'- 269 :276 ° ".300 (301 302': -` 303 3041 .4 R. -M58 .. 47: fi-1 147.11 391.001 ;65.171: -103:02 - 103.023 - 65.171 65 171 :103,0 -65.171 103.023; 65171 103: -108.243 ial lb h.a Shear..To - ue......z- o. n 496 157.572 0 0 0 - 45.429 9.582 32.506 0 0 y 0 n 25.303 9.582 32.506 0 0 0 20.732 59.582 32:50; .;,161611- 32.506 0 0 0 11.59 25 1.397 0 -4.049 0 =- 1.138 0 -.709 :272 '278 279 281 -282 283 285 ;286 287 288 .'. ` 291 292 293 Company Designer Job Number M61 M62 M63 5 1 2 3 - 145.142 - 145.142 - 145.142 - 145:142 147.11 47;11 147.11 -.514 - ..114 108.2431 14 '. 108 ;2431 -.514 1- 108.243 41.:715197; 41.7151- 97.258 41.715 `472 41.715 4 715 - 27.582 - 1036.92 .582 - 27.582 1036.92 0 RISA -3D Version 7.0.0 [ E:\ Allstructure \Projects\2007107418.00 Boeing Laser1LASER \truss.r3d] 0ct29 2007 6:09 A14 Checked By: 0' 0 10 .959 -.69 -7.953 '3.632. .688 Page 13 5 MemberA /SC ASD Steel Code Checks 113V Combination) .036 .037 x.16 21A6 23.76 23.76 23.76 1.... 23:1614 M33 TU2X2X0.083 M13 TU3X2X0.083 4. 3X2X0`x :3 :.. TU3X2X0.083 TU2X2X0.083 TU2X2X0.083 2X2X0 083 .: TU3X2X0.083 °. > TU3X2X0 083 TU3X2X0.083 :0 =3 .418 1105 .001 0 L r 8 . 31 1 121.6 212. : 6 5 . 001 ,.0 " • 122 21=.6 459 25....1.035 0 v 7.41 287 .5i-036 49.5 7.41 287 0 035 MIMEIZIE M27 TU2X2X0. x 83 ��Ttl 2X2' x:083 TU2X2X0.083 T 2X2X0.08 TU2X2X0.083 £As' 2X2X0:0 TU2X2X0.083 ;064. .134 .238 .000 0 .000 0 .000 p `0, - .000 000 .000 0 '000 z 9.61 Z7 z 7.64 Z 18.86 21.6 8.67 21.6 Y:' 8.67 21.6 z 6 1.6 z 9.61 21.6 7 21.6 9161 21-.6 9.61 21.6 9:6:14 2t6 21 :6 23;76: 21.6 23.76 .76` 23.76 23;1' : 23.76 23.76 23.76 2376 23.76 3.76 .75 .6 .6 .85 112-1 91 111 1 938 H1 -1 0 - .000 6 118... 18.86 .191. x: 47.3 :02. ' 6 18.86 .185 '6.25 n7F 6 2 23.76 23.76 23.76 23.76 23.7611...1 .8 = 5 1 M5 TU2X2X0.083 Willi M7 TU2X2X0.083 -, 8 ,:, M8 ,, T113X2X0 083 ' 9 M9 TU2X2X0.083 �i iim 10•`' kTU 19 1 20 1 M20 21 1 ar' -�k4 28 2X2 0 0.083 t: 29 1 M29 TU2X2X0.083 ..30 : YM30 , `.-- TU2X2X0:083 - 31 1 31 TU2X2X0.0 =3 IMMIX! Fl M35 8 4M36 r:38" E 21.6 23.76 1 21'6 23.76 1 21.6 23.76 .6 H1 - 1 991111 -` 85 i H2 - 1 8 5!H2 - 85 H2 - 98I H 1 -1 92311 -1 1 ,1-11-2 .6 . 2-1' 12311 25 1 39 Company Designer Job Number Member Section Forces (Continued) M39 0.083 TU2X2X0.083 - "'; TU2X2X0.083 - TU X0:08 .362 .317 UC Max Loc. Shea..Loc .... Folks' Ftks, .435 105 .002 0 i v 8.31121 6 2 25 . 75: O0 t 0 - 1 ►122 21:6 .079 077 0 .004 6 MOWS EIENTIEDEEMENI3 23.76 6:251-:005 0 1.000 :000 6.75 .000 0" 0 0 0 y Oct 29_2007 6:09 AM Checked By: Fbyf. Fbzl... _ Cb Cm 21.6 21.6 1.75 . 6 2376 23.76 ,101 6 7.11 ' 21.6 23.76 2176 21.6 23.76 23.76 RISA -3D Version 7.0.0 [E: 12007107418.00 Boeing LaserllASER1truss.r3d] 2.3 .6 23.7611.... 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EZ 9L'£Z 9L 'CZ 9' LZ 91.3 zz'L o �4 0 669' 9 I 9 V e • s • .. n � 59 EMI coy' 1108 91/9 £9W 0 .< (l: °`0 : 1708 9 /9 Z9 ~' 0 0£ 3 £b1.' 1108 9 /9 1911 04 °pZ1. 80Z,., ;� . e. / =.09 0 ' 069 1108 91.19 6811 IBM 9 ri l 0:91/ _ J LZb 1. .�� Linn nil azinelog £9W 0® 1.gw p® �sw sew LOWE p El 1108 91/9 £80'OXZXZnl 90 £90'0XZXZ 1 o'£807. £80'OXZXZnl LW11 9b11 9' 'OLP £80'OXZXZni 1911 L £8o'oxzxznl £8 - £80'OXZXZnl : r r :0'r° vn _ e Lam- o PLO' £90'OXZXZl1 r $OaXZX3n1• S r „; s'LZ o 000' o 000' £eo'ox - ennl b 60 e; OZ ; ' d eae . - 6 A ..... • r - ...00 xPW On y g J_ y (panuj ;uoo) (uoj ;eu;gwoo Ag) sway° epoo iee ;s asv Os!V JOquieky JagwnN gots Jaupsap Ausdiuoo -- 7 _ 5 , aelicv,/S % X55 Tb dot om 4 Vi, /.2.2'" I Gel/ < /{ /7 7 5 sn4-44E- Y NErz et-A V c 4 { l ` - pc.) 6,rAl 1 iJ!z V - rip LT'›, AL LSTRUCTURE Engineering LLC 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 <°o"vN ec-T t P aR T 2•' S 7? ' a t. ..Urn a (s ) s/r L BY DATE CHK BY DATE JOB NO SHEET OF Lk' 7Zi .1 ; 7 3 P24 ), 3 a-/ lc Eli.7• PV It I b A it- , ' . 7 L1 # +-C k I - Z..: Arl A ......) 1 I - it vi 4-8 or--e Na , <4;\ 7 P Ar^.101 ._ Ake-r/4 5 - 77/ R._ 4 57 / e4PA-4-/ Pos 14› / ALLSTRUCTURE Engineering LLC 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 / /7 " .4,46 LiL Te'r ' 41 r'-L.11 •••• •–•7 • "7 a • 4 2(s/. g" Wifs-77 /poi I 4‹ .---\ /7 I kJ \ .• . I ' y 4 A - , .1Y :•"k A 7 -- ro 4,16a3 131-14j2„.._ DATE CHK BY DATE JOB NO SHEET .5% OE )In- Ca/NI/tie:LT, oi- ;17, 44' /11-4-- P' ,ilia L.- 7 •/:-. / • ■•••• • r 1-1. DSC- acakf:Nc f' Noe-t-rit- i irk r -\5: i I AVCI /365 ) ALLSTRUCTURE 1 7 2 , .1,41 4.0A.Atic..4? e4 lotj 0#-1044-1 e atc• ■ 11 1,+' ?d d_i P e44acs Ly A-31-5- dor rt./ e-c-r Pe-9 1 1= rb LVILid- g (4-- - • • BY DATE Engineering LLC 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 SHEET.S OF CHK BY DATE JOB NO f jpi n r� G /i_ V, L 4 24.0 ., 3 z < /c of ALLSTRUCTURE Engineering LLC 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 rk . ZGO 4 tit PE, en , eY5 %-' R.4r5 2011 ��c. 1-QG ' � 7Lfe1 z, R U d '3n r -v ft. lce,.r 1,7 t 7 L..) AL A kCC S lb rrie BY DATE CHK BY DATE JOB NO C:) SHEET CO OF 10.00 T 24.00 f WALL FRAME • 46.50 3X2X.120POST 49.00 11 CA FORGED ERRAND. SUPPORT BRACIQT TART (2) 5/19 JOINT CORRECTORS - THRU Pl 1/4 X 2 X 9 FOOTER 99114 (4) /12-24 X 1.25 1E1( SQ7E11S AR HANDLIK UNT 3 X3X.120BEAM WIESE DRAWING" NIO SPECO1CA110NS ARE THE MI NSRE PROPERTY OF WNW= common ND S NOT. N111OUT ME PRIOR WRITTEN ' 11�Nt1FACNRE a ARTI EF RRcolt INC. ALL CREPT RESUMED. teo� �., -woo • ph / SAS TRIM NCI A 1 :oto 4.ATi - HEAT TREAT: - FINISH: - OUST. 23 S PREPARATION APPR'D: DRAWN: WTI. DATE 10/24/07 DESCRIPTION DATE SERVICOR CPI °E 9iTe 10NN : BOEING - LASER ROOM SUPPORT BRACKET ASSEMBLY Dvi0• No. PREUMINARY IREV — — I512E: B ISCALE: ISHEET: - er lit 47- = s€ I5 - / / 5/4- l/ S e S C/, I\ :. g /y' tact: B/ 6 14Le 44 Li- r! 1A H , 4.' 1 - 7t ri- / (41 / r 411)< /r,c1L 0,75 (34,.\1 S - ALLSTRUCTURE E n g i n e e r i n g L L C 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 or Zc/A 27w zt ii `? ( .) pr pL or-4 44", 77 p BY CHK BY JOB NO DATE DATE SHEET 6F 4,zz 7l t•-le!' ��, � � , z 1 33 1 "'hf � GE Alto rum / $M .-, 4 Q _1 :2 �, * Y •-• ii Tv 4' n -c. Pg0C . (.., • ;:`a 7cc `--. IN ALLSTRUCTURE Engineering LLC 7140 SW Fir Loop, Suite 231 Tigard, Oregon 97223 v: 503.620.4314 • f: 503.620.4304 C:0i r! .• !//i it,z y j 5 . /a 4' 7 Zr 21 o, e3 d�� oft y5 aim (z) s'�c g01-75" / � Ct4ei e.,41 - i 1 ify Tcz / /APc -d BY DATE CHK BY DATE 108 NO SHEET OF C C r 100 ! o- 4800 z50 30.00 o- t:r ";01 « 0 4 B iw- II SPACER TUBE 0000 __- __-- ____- ,_ =____ SPACER TUBE — 2 CLASS: 100,000 CP17YD TIDr _ . II o En.w (1r-a tin 0100 I law Taw nue Dr -10 i/rJ -► G 21150 t2K -T 1/rj Kw� - -4.q ii II y :: G II 147.011 t+r-a7 OAO SPACER TUBE - 2 7300 M S— LC/ 3.50 -11 • -100 D 4 7120 3444 100 aw A 1. INTERIOR HEIGHT OF CLEAN ENVIRONMENT = 106.50' 2. OVERALL HEIGHT OF CLEAN ENVIRONMENT (INCLUDING TRUSS ASSEMBLY) = 136.50" 3. AN ADDITIONAL 20" IS REQUIRED FOR CEIUNG COMPONENTS AND AIR INDUCTION SMI anNie • AOM� 4 E ~ ammo raw a CLEANPAK LAYUP ROOM LAYOUT STRUCIIMA. VASTER BUILDING 9 -140 4G w. lalteikwerecoulrout «1b 110 Th-1 = (4 y �l �LQ Piga cKiD = 3.) PSF 1 A- se- . .. 07 � 2..' /2-r4 2 a �3 -s � / 2 'P1 ^ / �r sararawar mama MIMENf ft- (17) 11GRT 2' X 4 11• (70) CEILING THE (7) [01] GRID - (5) [02] GRID - (1) [03] GRID - (3) [G4] GRID - (1) [G5] GRID - (1) [05] GRID - (1) [G7] GRID - - TROFFER 120Y i/2' WRITE VINYL 171.50' 1 49.00' 125.00' 1 49.00' 125.00' 1 49.00' 78.50" I 49.00' 79.50" 1 49.09' 54.80' 1 24.50' 49.00" X 49.00' i Sc. i, to� HEPA FFO (BY OTHERS)-- 7.0 P5, n•1 , TROFFER LIGHT ONIM biw R a,:3 /. 4-0 3 , SPRINKLER LOCATION (BY OTHERS) r L p e' n ' W .. CLEANPAK LAI!UP,R0011 GRID LAYOUT [a." v.. BUILDING 9 -140 STRICIURAL w01110 WALE • .22 . ,• 2 Apetti- T ,IaTE c.S5c 141.1" MID 1. tom. , .i• FA TEES P*RMEN LOU 4814 1L 7 5 :. 22.E'1 C "" 7174 C... (13) 15GA WALKABLE BLANK PANS % 2,4-p5F- ( [C8) GRID - 73.50' X 49.00" (1) [G9) GRID - 73.50' X 49.00" ? f C (1) [G10) GRID - 34.30' X 24.50' " 1 /— I7./LS /YaT /A(CL,p6 / 7124", Aft MON O.EANPAK LAYUP ROOM PLENUM LAYOUT BUILDING 9 -140 SRNONRAL WAf1q ssmx .32. - r E.C. 3 331m 47.711 !W {ill- rti0-- .}---4m--f;4ql 447 2. OVERALL HEIGHT DF CLEAN ENVIRONMENT (INCLUDING TRUSS ASSEMBLY) = 136.50' 3. AN ADDITIONAL 20' IS REWIRED FOR CEILING COMPONENTS AND AIR INDUCTION ANCHOR BOLTS ARE PROVIDED AND RECOMMENDED TO SECURE WALL FRAMES IN PLACE STANDARD STYLE PLENUM STYLE FRAME FRAME WALL PANELS ARE BRACING FOR GRID 2. OVERALL HEIGHT OF CLEAN ENVIRONMENT (INCLUDING TRUSS ASSEMBLY) - 136.50' 3. AN ADDITIONAL 20' IS REQUIRED FOR COJNG COMPONENTS AND AIR INDUCTION ANCHOR BOLTS ARE PROVIDED AND RECOMMENDED TO SECURE WALL FRAMES IN PLACE 10114 • 01 DDF2 MELEE -- -aa— 2400 --ICI ti �4v ��4�.'•e� i 240 08 07 DDF1 V1EW E 08 TRUSS ASSEMBLY - 1 TRUSS ASSEMBLY - 2 1/4" CLEAR ACRYLIC 6 MM WHITE EXPANDED PVC 1. INTERIOR HEIGHT OF CLEAN ENVIRONMENT = 106.50" 2. OVERALL HEIGHT OF CLEAN ENVIRONMENT (INCLUDING TRUSS ASSEMBLY) = 136.50" 3. AN ADDITIONAL 20" IS REQUIRED FOR COUNG COMPONENTS AND AIR INDUCTION 4. ANCHOR BOLTS ARE PROVIDED AND RECOMMENDED TO SECURE WALL FRAMES IN PLACE 13.01 STANDARD STYLE PLENUM STYLE FRAME FRAME WALL PANELS ARE BRACING FOR GRID WO IMO M. FAQU11E3 OE VIM ... =MINK LAW ROOM ELEVATIONS 111111.1CRMAL 114310M BUILDING 9 -140 IOW — ST.Y 0.Q 1■ 6 elervUw ww Description T2X2X0.125 Ty pe... #1 Rectangular Height #2 Rectangular Height 2.0000 in Summary Total Area 0.5000 in2 X cg Dist. 0.0000 In Y cg Dist. 0.5000 in 0.1250 in Cantor oraravity Cent- --- -- -- Center d orriiiy -- ---- --- -� -- um Width Width Title : Dsgnr. Description : Scope Rev. 580006 User KW.0607476 Ver 6.8.0,1- Dec-2003 (0) 1983 -2003 ENERCALC Engineering Software Built -Up Section Properties Page 1 amyl= grid.e Calculations [General Information r 0.1250 in 0.209 In4 iyy 0.084 in4 Edge Distances from CG... +X - +Y - Y 1.0000 in - 1.0000 in 1.5000 in -0.5625 in 2.0000 in Xcg 0.0000 in 0.0000 in r xc r yy S left S right S top S bottom Job# Date: 11:43AM, 28 OCT 07 Ycg 0.0000 in 1.0000 in 0.6450 in 0.4090 In 0.0837 in3 0.0837 in3 0.1391 in3 0.3709 in3 [Sketch & Diagram r 70 Rev: 560006 t o 1983.2003 ENERCALC Engl Engineering Software Built -Up Section Properties Page 1 servitor ipid.aaw:Cdculatione Description L4X1.25X0.125" 'General Information Type... #1 . Rectangular Height #2 Rectangular Height Summary !Sketch & Diagram Total Area 0.6563 in2 X cg Dist. 0.1488 In Y cg Dist. 1.5386 In C amity Center of . gum 4.0000 in Width 0.1250 in Width Title : Degnr. Description : Scope: 0.1250 in 1.2500 in Xcg 0.0000 in 0.6250 in Job # Date: 11:41AM, 28 OCT 07 Ycg 2.0000 In 0.0620 in In 1.114 in4 lyy 0.067 in4 r roc 0 .3207 .3207 i In r »' n 0 Edge Distances from CG... +X 1.1012 In S left 0.3194 in3 -X -0.2113 in S right 0.0613 in3 +Y 2.4814 in S top 0.4526 in3 -Y - 1.5391 in S bottom 0.7238 in3 h 7- 01 01 01 10 14 (9 N 1 t Di lachas aw 1400 1.430 (1 )s) 1.402 1.370 1.334 1.310 1.1113 • 1.750 (131) 2.000 (2) 1.350 1.532 8.510 1.402 1.454 1.420 1.390 2.1S2 2.120 2.084 2.060 3.033 17 WAIL 111 inch 0 (.035) 6(.019) 1 61.065) 24(.813) • 131.095) 1.1119) 111.1261 18..1341 4' 1411. .0 .11..165i .R 73.11101 1.680 20(.035) .2 1.652 18(.049) .3 1.620 16(.065) .4 1.384 14(.003) .5 1.560 13(_095) • .6 12(.109) .7 18(.120) .7 10 (.134) .86 9(.148) .94 8(,165) 1.04 7(.180) 1.1 1.930 • 20(.035) .2 1.903 1 8(.049) .3 1.870 16(.065) S 171.109) 111.130) 101.134) 9(.148) 8(.165) 1.782 1.760 1.733 1.704 1.670 1.640 1.394 1.560 1.524 1.482 3.010 1.903 1.954 1.920 1./90 7(.110) 6(.203) 51.2101 4(.738) 3(.259) 181.049) 161.065) 14(.683) 1 3(.095) 12( . 11(.110) 10(.134) 9(.146) 8(.165) .18 7(0) ELEMENTS OF SECTIONS .02 .90 1.00 1.09 1.11 131 1,45 1.3 1.67 1.80 1.0224 1.1342 1.2441 1.3761 1.4904 (Al Awes •2051 •2044 3731 1. 4704 I. 5339 I. 6065 2 6624 2. 7322 2. 004 2. R11 2. 9 SO4 3.2 401 334 361 S34 249 )5S 824 67 04 61 304 .43 .568 .7194 .8189 .9335 1. 1.4 1./ 2. 2. 2. 2.94 3.2 3.5 3.84 751 .93 824 13 031 1.7 45 24 02 64 11 - 04 92 664 74 37 14 2.8 3.06 3.4 3.72 4.11 4.45 4.96 5.37 5.703 0.13 1.44 1.93 7.44 2.78 3.173 3.476 3.856 4.23 4.678 5.067 Ream 7>a,tia M lusa ( 17 Mew J7't 6973 .0734 9669 .0994 2683 .1263 5995 .1580 8153 .1765 0670 .1968 2522 .2118 4694 .2299 7213 .2468 9957 _2657 314 .2011 8163 .3177 1335 .1609 895 .2076 017 .2569 1383 .2880 4326 .3606 6602 .3483 .3483 3981 •667 .6714 2 50 .3796 30 5 .4338 .6630 .4093 .4676 .6568 67 .4428 .5060 .6506 34 .4705 .5377 .6452 S3 .1771 .1771 .1024 00) .2427 .2437 .7967 145 .3143 .3113 .7904 032 .4930 82 .5337 006 .5034 77 .6308 77 .6853 54 .7305 12 .7954 58 .0398 2 .0838 25 .9314 67 .34115 15 .4524 61 .56.14 43 .4351 8 .4930 .5337 .5034 .6308 6852 .7305 .7954 .8391 .8838 .9314 .3098 .4023 .5017 .5645 .7150 .6356 2 .7755 2 .8494 09 .9209 7 1.0033' 1 1.0724 Rdlaa h d7 !ia• . .0979 .5983 • .1333 .5917 .1711 .5864 .2106 .5796 .2153 .S7S0 _263 .5696 .2624 .515S .3065 .5603 .3290 .5553 .3543 .549) .3746 .5439 .1346 .7002 .1839 .6947 .2373 .6184 .2937 .6813 .3293 .6767 • i .7733 .7690 - .7617 .7585 : 7522 .7466 .7383 .7322 .7259 .7186 .899* .8924 .88x4 .8807 .8757 .6894 .6709 .7554 .0456 .8186 .8603 .8918 .8539 .9533 _ _.11•11.11 • SQUARE TOBIIC owiee 2.250 ( 3.000 (3) Dimaareas Loam 3 .310 3.202 3.260 3.232 - 3.704 3.170 3.140 3.094 3.060 3.024 2.922 ' gi::. e74 1.044 6(.203) 1.010 5(.220) 1.774 4(.230) 1.732 3(.259) Ian 2.500 1.402 18(.099) ( 2 .370 16(.065) 7.334 14(.043) 2310 131.0953 2.782 12(.109) 2.260 11(.120) 7.232 10(.134) 7.204 9(.148) 2.179 1(.365) 2.140 7(.100) 2.094 6(.303) 2.060 5.(220) 2.024 • 6(230) 1.912 3(.259) 2.902 10(,044) 2310 16(.065) 2.634 14(.003) 2.810 13(.095) 2.782 12009) 2.760 2.732 2.704 2.670 2.640 16f.D6S) 14(.063) 13(.095) 12 (.1091 11(.1201 1 91.148) 0 71.1M)) 61.203) 51.2201 41.2381 34.259) A nea a.4) 1 1.6622 1.7864 1.9154 2.0427 .4804 .8331 .8024 .9139 1.0475 1.1434 1.2682 1-3924 1.5411 1.6704 1.8653 2.0064 2.3534 2 3217 3.6514 6 -0738 63124 7.0131 1.6333 2.132S 2.7113 3.1073 3.5444 3.1042 4.3110 4.7341 5.2397 5.6794 1.1722 1.2413 1.3104 1.3854 .4912 .6261 .7822 .8824 . 1.0812 1.1870 1.2889 1.4074 1.3075 64416 1.6530 6.1218 3.7545 7.3216 1.0567 7.1937 1.9692 .5784 • 13665 .8397 .7931 13945 1.0961 .9664 3.2917 13745 1.1039 3.7533 1.5543 1.2603 4.2856 1.7583 11(.120) 1.3224 4.7002 1.9143 10(.134) 1.5363 5.3230 2.1076 9(.148) 1.6804 5.7405 2.19$0 (I(.165) 1.0711 6.3617 2.3149 71.100) 3.0304 6.9034 2.7021 2.594 4(.203) 2.271? --` _.. 2.560 51.220) 7.7230 2.9769 2.524 ) 2.4464 8.3178 3.1709 2.482 41.238) 2.6294 0.9400 3.3680 31.359) 2.8397 9.6549 3.5876 3.5014 3.370 • ( 3.334 ealaio.• 1.0420 1.t034 1.1640 3.2319 -3149 .5009 • .7059 .7963 .0650 .9496 1.0312 1.1259 1.2060 13224 2.48)6 1.4814 1.5754 .5598 .7367 9163 1.0363 • 1.1721 RadI OPeti 49 331 .811 .111 1.00( .991 .917 .917 .977 .973 .967 .961 .9351 .9501 .941. .935 .9021 .9321 1.204! 1.196 1.191. 1.186 1.181 1.2762 1.176 1.4051 1.1)1 1.5300 1.165 1.6766 1.159 1.8014 1.153 1.9846 1.144 2.1139 1.130 7.2453 1.131 23917 1.174 1.1344 3.0365 1.7569 1.0040 1.402 1.1344 3.6571 2.2088 1.2613 1 .395 13993 2.5021 1.4298' 1.390 1.4705 5.0760 2.8364 1.6306 1.385 1, 1. 8 6224 4 5.5162 3.0933 1.7675 1.310 6.1343 3.4173 1.9499 1_375 1.9644 6.7469 3.7341 7.17761.319 7.21111 7.48J7 4.09312 2.3172 1.363 2.5904 8.1174 4.4042 7.5167 1.357 2.6772 9.1024 4.8687 2.7871 1.348 2.10.8064 9.1138 .5.1988 1.9707 1347 10.5584 5.5366 3.1638 1.31 3.3577 11.4161 3.9150 3.3601 1.377 all augasutomp mm OM. I i v wm MUM wa ••••••• IN NT ••••• wo1erY�, Uwca NO wee.a Ow. NO • Iem Om ! t f ow= ••• ME P�p'M. MONK ,` TOR VI 00 MN m.xRR � Om fl N •••••+ 1INIEt NW o 0.1.1110 M Oyu MO 0•11111 r. ti IIOO61Om �mee w wim �wscwt- N l r NUM �.m •+�aem ma .eu� �n m � a+'�°�R •om/a.m m w mm �a ownua ia w� t ® 6 � IOU s m0wVaw MOW awe[ �R w�a • 1m O I"" 41•• a ll•••lw a wmlem a+sra a�0a Ram. Coot N) wueea SKIM[ w It Rota OraOei e81tOw6 :1Ol "" A mewaO 1110214 1.0011110N Mm w Ile elm q m WORM loI Or Owl O. MAO MO. AO • IN■ lam VOW GENERAL STRUCTURAL NOTES TRUSS ASSEMBLY ELEVATION pat' •1r IN Pan - vent OM gt5 TRUSS POSTS TO SLAB. 111a I� 1066 w PA•Or O• pp CA E ®ZRUSS BRACING (DA CEILING GR D MODULE PLAN aNO. . MIL DOUBLE GUSSET DETAIL I VT we. Ink 1 Rr TOM 1. I N ZOIROa w•• 1.11 Taa•Iea /eeoq ®Cyr GRID MODULE SECTIONS ®M LES AT DBL MAN DOOR 1.01 0•11 k, 1v O 1Ia em WO ROM ROI MO 10 c1 mm 01 Malt ®TRUSS TO POST alit, SINGLE GUSSET DETAIL ® MD TO WALL PANE4 M.o. Mato 4 ®9.UMN ANCHORAGE • MITT -J 31 OF 31 03017.03 Air system sizing summary tor tao rication room P roject Name: Boeing 9 -140 Fabrication and Laser TI v4_3 Prepared by: Hermanson Company Air System Information Air System Name fabrication room Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space Toads Central Cooling Coil Sizing Data Total coil load 2.4 Tons Total coil load 28.3 MBH Sensible coil load 28.3 MBH Coil CFM at Jul 1700 4174 CFM Max block CFM 4174 CFM Sum of peak zone CFM 4174 CFM Sensible heat ratio 1.000 ft 330.5 BTU/(hr-ft 36.3 Water flow © 10.0 °F rise N/A Central Heating Coil Sizing Data No central heating coil loads occurred during this calculation. Supply Fan Sizing Data Actual max CFM Standard CFM Actual max CFM/ft= 4174 CFM 4106 CFM 5.36 CFM/ft Outdoor Ventilation Air Data Design airflow CFM 610 CFM CFM/ft 0.78 CFM/ft° REVI ONCE CODE COMP DEC APP TIOVED 1 1 200 i EXPRED JUL 2 9 Z008 s 4.; t.A. - Tani oriv Anolvaia Pmnrrm v Number of zones 1 Floor Area 779.0 ft Location Seattle IAP, Washington Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Jul 1700 OADB /WB 79.6/64.0 °F Entering DB / WB 73.1 / 65.1 °F Leaving DB / WB 66.7 / 63.0 °F Coil ADP 66.0 °F Bypass Factor 0.100 Resulting RH 70 % Design supply temp. 55.0 °F Zone T-stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Fan motor BHP 2.43 BHP Fan motor kW 1.81 kW Fan static 2.00 in wg 10/09/20071 03:19PM CFM/person 61.00 CFM /person Permit N0. alr" ►�'''t' ap rcw i 13 subject to errors and omi f/.. .nom 1 1 . . ... + ,., .._ .,, t2; c . Lo/2,49t3 I CEIVED `CITY COQ TOMITT A =_ NOV 01 2007 PERMIT CENTER Page 1 of 1 To ne Name S .pace;Name iNult. CoOting S ensible ;' (M0H) Time of ... Load A ir tow ,ICFM} .. Heatn i d :..... (MBH} FIOor Ares _ a ce Zone 1 16.7 4090 4090 Jul 1500 9.0 779.0 5.25 FABRICATION AIR LOCK 1 0.0 Jan 0000 389 2.9 74.0 5.26 FABRICATION ROOM 1 16.8 Jul 1500 3701 6.1 705.0 5.25 Zone Name.. ...:- Maximum C Sensible : MBH), D esign Ai Flow ;'i ._ (G Minimum Air Flow Tim f Perak Lo ad' Maximum Heati (.ts .: ;(1fAOH} one Floor Ara , : lit?) done ... CPM1.ftz_ Zone 1 16.7 4090 4090 Jul 1500 9.0 779.0 5.25 Zone Sizing Summary for fabrication room P roject Name: Boeing 9 -140 Fabrication and Laser TI v4_3 Prepared by: Herrnanson Company Air System Information Air System Name fabrication room Number of zones 1 Equipment Class SPLT AHU Floor Area 779.0 ft Air System Type SZCAV Location Seattle IAP, Washington Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space Toads Zone Sizing Data Zone Terminal Sizing Data Space Loads and Airflows Wino ..h, enal..e.ia. D ........... .. A Z Calculation Months Jan to Dec Sizing Data Calculated No Zone Terminal Sizing Data required for this system. 10/09/2007 03:19PM Project Name: Boeing 9 -140 Fabrication and Laser TI v4_3 Prepared by: Hermanson Company 1. Summary Ventilation Sizing Method Sum of Space OA Airflows Design Ventilation Airflow Rate 610 CFM 2. Space Ventilation Ana Is Table Zone 1 FABRICATION AIR LOCK FABRICATION ROOM fs (rncL Spa ii'Miihllili ) Floor t'! 1 74.0 1 705.0 0.0 10.0 389.0 3701.3 0.00 0.00 Alr 0.00 0. 00 160.0 450.0 vied oorlir suptbyi) 0.0 0.0 Unc oorMr 160.0 450.0 gi&O Ventilation Sizing Summary for fabrication room Air System Design Load Summary for fabrication room Project Name: Boeing 9 -140 Fabrication and Laser TI v4_3 Prepared by: Hermanson Company • ZONE : Window & Skylight Solar Loads Wall Transmission Roof Transmission Window Transmission Skylight Transmission Door Loads Floor Transmission Partitions Ceiling Overhead Lighting Task Lighting Electric Equipment People Infiltration Miscellaneous Safety Factor ». `Ttitat ne: Loads Zone Conditioning Plenum Wall Load Plenum Roof Load Plenum Lighting Load Retum Fan Load Ventilation Load Supply Fan Load Space Fan Coil Fans Duct Heat Gain / Loss >S.Totat $yater i loads Central Cooling Coil Central Heating Coil > TOtat'Condltion ;DESIGN.COOLING COOLING DATAATJ.uI 1700 ; COOLING CA DS I YVi3 .b '64 0 ft 2 0 ft 0ft 0 ft 0 ft 0 ft 659 ft 1115 ft 0 ft 779 W 0W 2000 W 10 5% / 0% 0% 0% 0% 4174 CFM 610 CFM 4174 CFM 3% etnsiibre 0 0 0 0 0 0 0 -1215 0 2658 0 6824 7500 0 0 788 :.:.18355 16675 0 0 0 0 4924 6188 0 497 28284 0 Latent 3 T11ihrj 7500 0 0 0 7500 -7503 0 iltrx�e ranee are "tIg Ioa�'is' *4 %00** are litg loads DESIGN HEATIN e taris; 0ft 0 ft 0 ft 0ft 0 ft 0 ft 659 ft 1115 ft 0ft 0 0 0 0 20% 0 0 0 4174 CFM 610 CFM 4174 CFM 3% 0 0 0 0 0 0 7493 0 0 0 0 0 0 0 1499 # 991 9007 0 0 0 0 31845 -6188 0 270 3 . 0 0 tent I/hrj 0 0 0 0 0 0 e 1►a4s r e values are '0 10/09/2007 03:19PM Pang 1 of 1 Air System Sizing Summary for laser room P roject Name: Boeing 9 -140 Fabrication and Laser TI v4_3 Prepared by: Hermanson Company Air System Information Air System Name laser room Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space loads Central Cooling Coll Sizing Data Total coil load 1.6 Tons Total coil load 19.5 MBH Sensible coil load 19.5 MBH Coil CFM at Jul 1500 2256 CFM Max block CFM 2256 CFM Sum of peak zone CFM 2256 CFM Sensible heat ratio 1.000 ft 242.4 BTU /(hr -ft 49.5 Water flow @ 10.0 °F rise N/A Central Heating Coil Sizing Data Max coil Toad 23.9 MBH Coil CFM at Des Htg 2256 CFM Max coil CFM 2256 CFM Water flow @ 20.0 °F drop N/A Supply Fan Sizing Data Actual max CFM 2256 CFM Standard CFM 2218 CFM Actual max CFM/ft 5.74 CFM/ft Outdoor Ventilation Air Data Design airflow CFM 400 CFM CFM/ft 1.02 CFM/ft Number of zones 1 Floor Area 393.0 ft Location Seattle IAP, Washington Calculation Months Jan to Dec Sizing Data Calculated Load occurs at Jul 1500 OA DB / WB 81.4164.6 °F Entering DB / WB 73.6162.2 °F Leaving DB / WB 65.5159.3 °F Cal ADP 64.6 °F Bypass Factor 0.100 Resulting RH 56 % Design supply temp. 55.0 °F Zone T-stat Check 1 of 1 OK Max zone temperature deviation 0.0 °F Load occurs at Des Htg BTU /(hr -ft') 60.9 Ent. DB / Lvg DB 63.0173.0 °F Fan motor BHP 1.31 BHP Fan motor kW 0.98 kW Fan static 2.00 in wg 10/09/2007 03:19PM CFM/person 200.00 CFM/person D.tnn 4 ..f 9 o m ne Name :Space.:Name . ` ` ,• . Muit.° Co oling Sens ble' aMBH1 T iIt1 e f :" Load Air ow. l He ating Loa �. ... tlIAi3Hj. Floor Area Space Zone 1 axi�hum m ating l MSH) Zone Floar Area . ; .. Zone; M> Zone 1 11.6 LASER AIR LOCK 1 0.0 Jan 0000 446 3.3 85.0 5.25 LASER ROOM 1 11.8 Jul 1500 1764 3.5 308.0 5.73 Zone Name . , , -. ;. ; M a?c ufr . Cooling Se nsible ,(MBH) .. ; D esign Ate Flow •• (LFM) Minimum Air Flow (CFM) :: . Time o Pea ., i oaf . °. axi�hum m ating l MSH) Zone Floar Area . ; .. Zone; M> Zone 1 11.6 2211 2211 Jul 1500 6.8 393.0 5.63 Zone Sizing Summary for laser room Project Name: Boeing 9 -140 Fabrication and Laser TI v4_3 Prepared by: Hermanson Company 10/09/2007 03:19PM Air System Information Air System Name laser room Equipment Class SPLT AHU Air System Type SZCAV Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Sum of space airflow rates Space CFM Individual peak space Toads Zone Sizing Data Zone Terminal Sizing Data Space Loads and Airflows Calculation Months Jan to Dec Sizing Data Calculated No Zone Terminal Sizing Data required for this system. Number of zones 1 Floor Area 393.0 ft' Location Seattle TAP, Washington o.,..s 1 ..f 4 Project Name: Boeing 9 -140 Fabrication and Laser 11 v4_3 Prepared by: Hermanson Company 1. Summary Ventilation Sizing Method Sum of Space OA Airflows Design Ventilation Airflow Rate 400 CFM 2. Space Ventilation Ana is Tab e Zone 1 LASER AIR LOCK LASER ROOM ;rte i lf�fili�t�sj 1 1 85.0 308.0 0.0 2.0 446.3 1764.4 b�7 Oinked Utdoor Aft FNtaorif 0.00 0.00 0.00 0.00 160.0 240.0 • do*Air. � �upP�t1 0.0 0.0 acame du t400r Ai 160.0 240.0 Ventilation Sizing Summary for laser room Air System Design Load Summary for laser room P roject Name: Boeing 9 -140 Fabrication and Laser TI v4_3 Prepared by: Hermanson Company ZONE`tO • Window & Skylight Solar Loads Wall Transmission Roof Transmission Window Transmission Skylight Transmission Door Loads Floor Transmission Partitions Ceiling Overhead Lighting Task Lighting Electric Equipment People Infiltration Miscellaneous Safety Factor **Total, Zane :toads Zone Conditioning Plenum Wall Load Plenum Roof Load Plenum Lighting Load Return Fan Load Ventilation Load Supply Fan Load Space Fan Coil Fans Duct Heat Gain 1 Loss . Totat System Loci Central Cooling Coil Central Heating Coil ».: Total Condjtjo to ESIGN COOLING COOUNG:DATA AT;Jul •1500 . COOLING 4A a ova 014'F /64.6 0 ft 0 ft 2 0ft' 0 ft 2 0ft 0ft 371 ft 847 ft O ft' 393 W 0W 0W 2 5% / 0% 0% 0% 0% 2256 CFM 400 CFM 2256 CFM 3% • Sensible: j;BT/h`r) 0 0 0 0 0 0 -882 0 1341 0 0 490 0 10100 552 <11601. 11729 0 0 0 0 4032 3345 0 348 3 19453 0 3 ' latiant 3TU/tirf- 410 0 0 0 :410 410 -406 0 �os ltnra 5r:►I arel� egative v are.ht ESIGN HEATING = s HEATING DATA ATDES H` HEATING OA DB f vY , 0ft 0ft Oft' 0 ft 2 0ft 0ft 371 ft 847 ft 0 ft 0 0 0 0 20% 0 0 0 2256 CFM 400 CFM 2256 CFM 3% 0 0 0 0 0 0 5692 0 0 0 0 0 0 0 1138 30 6395 0 0 0 0 20674 -3345 0 205 0 23929 39$ tent l Uhrj 0 0 0 0 0 0 0 i:te * elue s grey dad ive vefyes are ctg loa 10/09/2007 03:19PM Zane :Zpi10 . ... .. FABRICATION AIR LOCK x1 FABRICATION ROOM x1 fabrication room Input Data Pro ject Name: Boeing 9 -140 Fabrication and Laser TI v4_3 Prepared by: Hermanson Company 1. General Details: Air System Name fabrication room Equipment Type Split AMU Air System Type Single Zone CAV Number of zones 1 2. System Components: Ventilation Air Data: Airflow Control Constant Ventilation Airflow Ventilation Sizing Method Sum of Space OA Airflows Unocc. Damper Position Closed Damper Leak Rate 5 % Outdoor Air CO2 Level 400 ppm Economizer Data: Control Non - integrated dry-bulb control Upper Cutoff 55.0 °F Lower Cutoff 35.0 °F Central Cooling Data: Supply Air Temperature 55.0 °F Coil Bypass Factor 0.100 Cooling Source Air - Cooled DX Schedule JFMAMJJASOND Capacity Control Cycled or Staged Compressor - Fan On Central Heating Data: Supply Temperature 100.0 °F Heating Source Air Source Heat Pump Schedule JFMAMJJASOND Capacity Control Cycled or Staged Compressor - Fan On Supply Fan Data: Fan Type Forward Curved Configuration Draw -thru Fan Performance 2.00 in wg Overall Efficiency 54 % Duct System Data: Supply Duct Data: Duct Heat Gain 3 % Duct Leakage 2 % Return Duct or Plenum Data: Retum Air Via Ducted Return 3. Zone Components: Space Assignments: Thermostats and Zone Data: Zone All Cooling T -stat: Occ. 72.0 Cooling T -stat: Unocc. 85.0 Heating T -stat: Occ. 72.0 Heating T -stat: Unocc. 60.0 T-stat Throttling Range 1.00 Diversity Factor 100 Direct Exhaust Airflow 0.0 Direct Exhaust Fan kW 0.0 Thermostat Schedule 24/7 HVAC Schedule Unoccupied Cooling is Available °F °F °F °F °F CFM kW Supply Terminals Data: Zone All Terminal Type Diffuser Minimum Airflow 35.00 ACH 10/09/2007 03:20PM Pane 1 of 2 zone SuiPPty Air tow Zonett tg 3 ` R ef�e4f Coil 1 4090.2 - - fabrication room Input Data P roject Name: Boeing 9 -140 Fabrication and Laser TI v4_3 10/09/2007 Prepared by: Hermanson Company 03:20PM Zone Heating Units: Zone All Zone Heating Unit Type None Zone Unit Heat Source Electric Resistance Zone Heating Unit Schedule JFMAMJJASOND 4. Sizing Data (Computer - Generated): System Sizing Data: Cooling Supply Temperature 55.0 °F Supply Fan Airflow 4173.7 CFM Ventilation Airflow 610.0 CFM Heating Supply Temperature 100.0 °F Hydronic Sizing Specifications: Chilled Water Delta -T 10.0 °F Hot Water Delta -T 20.0 °F Safety Factors: Cooling Sensible 5 % Cooling Latent 0 % Heating 20 % Zone Sizing Data: Zone Airflow Sizing Method Sum of space airflow rates Space Airflow Sizing Method Individual peak space Toads 5. Equipment Data Central Cooling Unit - Air- Cooled DX Estimated Maximum Load 28.3 MBH Design OAT 95.0 °F Gross Cooling Capacity 1.0 MBH Compressor & OD Fan Power 1.00 kW Conventional Cutoff OAT 55.0 °F Low Temperature Operation Not used Central Heating Unit - ASHP Estimated Maximum Load 0.0 MBH Design OAT 47.0 °F Gross Heating Capacity 1.0 MBH Compressor & OD Fan Power 1.00 kW Cutoff OAT -15.0 °F Aux. Htg. Type Electric Resistance Pant? 2 of 2 laser room Input Data P roject Name: Boeing 9 -140 Fabrication and Laser TI v4_3 Prepared by: Hermanson Company 1. General Details: Air System Name laser room Equipment Type Split AHU Air System Type Single Zone CAV Number of zones 1 2. System Components: Ventilation Air Data: Airflow Control Constant Ventilation Airflow Ventilation Sizing Method Sum of Space OA Airflows Unocc. Damper Position Closed Damper Leak Rate 5 % Outdoor Air CO2 Level 400 ppm Economizer Data: Control Non- integrated dry-bulb control Upper Cutoff 55.0 °F Lower Cutoff 35.0 °F Central Cooling Data: Supply Air Temperature 55.0 °F Coil Bypass Factor 0.100 Cooling Source Air- Cooled DX Schedule JFMAMJJASOND Capacity Control Cycled or Staged Compressor - Fan On Central Heating Data: Supply Temperature 100.0 °F Heating Source Air Source Heat Pump Schedule JFMAMJJASOND Capacity Control Cycled or Staged Compressor - Fan On Supply Fan Data: Fan Type Forward Curved Configuration Draw -thru Fan Performance 2.00 in wg Overall Efficiency 54 % Duct System Data: Supply Duct Data: Duct Heat Gain 3 % Duct Leakage 2 % Return Duct or Plenum Data: Return Air Via Ducted Return 3. Zone Components: Space Assignments: Zone .Zone LASER AIR LOCK LASER ROOM x1 x1 Thermostats and Zone Data: Zone All Cooling T-stat Occ. 72.0 ° F Cooling T -stat: Unocc. 85.0 °F Heating T-stat Occ. 72.0 °F Heating T -stat: Unocc. 50.0 °F T-stat Throttling Range 1.00 °F Diversity Factor 100 % Direct Exhaust Airflow 0.0 CFM Direct Exhaust Fan kW 0.0 kW Thermostat Schedule 24/7 HVAC Schedule Unoccupied Cooling is Available Supply Terminals Data: Zone All Terminal Type Diffuser Minimum Airflow 35.00 ACH 10/09/2007 03:20PM Ponta 1 of 7 Zone SupplyAirflow • tone Htg Unit Re heat C y o il { 1 2210.7 - - laser room Input Data P roject Name: Boeing 9 -140 Fabrication and Laser TI v43 10/09/2007 Prepared by: Hermanson Company 03:20PM Zone Heating Units: Zone All Zone Heating Unit Type None Zone Unit Heat Source Electric Resistance Zone Heating Unit Schedule JFMAMJJASOND 4. Sizing Data (Computer - Generated): System Sizing Data: Cooling Supply Temperature 55.0 °F Supply Fan Airflow 2255.8 CFM Ventilation Airflow 400.0 CFM Heating Supply Temperature 100.0 °F Hydronic Sizing Specifications: Chilled Water Delta -T 10.0 °F Hot Water Delta -T 20.0 °F Safety Factors: Cooling Sensible 5 % Cooling Latent 0 % Heating 20 % Zone Sizing Data: Zone Airflow Sizing Method Sum of space airflow rates Space Airflow Sizing Method Individual peak space loads 5. Equipment Data Cents! Cooling Unit - Air- Cooled DX Estimated Maximum Load 19.5 MBH Design OAT 95.0 °F Gross Cooling Capacity 1.0 MBH Compressor & OD Fan Power 1.00 kW Conventional Cutoff OAT 55.0 °F Low Temperature Operation Not used Central Heating Unit - ASHP Estimated Maximum Load 23.8 MBH Design OAT 47.0 °F Gross Heating Capacity 1.0 MBH Compressor & OD Fan Power 1.00 kW Cutoff OAT -15.0 °F Aux. Htg. Type Electric Resistance Ll.....1.. A A 1 Paae 2 of 2 Boeing 9 -140 Fabrication and Laser TI v4_3 Hermanson Companv FABRICATION AIR LOCK 1. General Details: Floor Area 74.0 ft Avg. Ceiling Height 9.0 ft Building Weight 70.0 lb/ft 1.1. OA Ventilation Requirements: Space Usage User - Defined OA Requirement 1 160.0 CFM OA Requirement 2 0.00 CFM/ft Space Usage Defaults ASHRAE Std 62-2001 2. Internals: 2.1. Overhead Lighting: Fixture Type Recessed (Unvented) Wattage 1.00 W /ft Ballast Multiplier 1.00 Schedule 24/7 People/Light Schedule 2.2. Task Lighting: Wattage 0.00 W/ft Schedule None 2.3. Electrical Equipment: Wattage 0.00 W/ft Schedule None 3. Wails, Windows, Doors: (No Wall; Window, Door data). 4. Roofs, Skylights: (No Roof or Skylight data). 6. Infiltration: Design Cooling 0.00 CFM Design Heating 0.00 CFM Energy Analysis 0.00 CFM Infiltration occurs only when the fan is off. 6. Floors: Type Slab Floor On Grade Floor Area 74.0 ft Total Floor U - Value 0.600 BTU /(hr ft -- °F) Exposed Perimeter 0.0 ft Edge Insulation R-Value 0.00 (hr- ft'- °F)/BTU 7. Partitions: 7.1. 1st Partition Details: Partition Type Wall Partition Area 361.0 ft= U -Value 0.140 BTU /(hr- ft=- °F) Uncondit Space Max Temp 82.0 °F Ambient at Space Max Temp 92.0 °F Uncondit. Space Min Temp 24.0 °F Ambient at Space Min Temp 44.0 °F Hmuly Analvcic Pmnram v space input uata 2.4. People: Occupancy 0.0 Person Activity Level Office Work Sensible 245.0 BTU /hr /person Latent 205.0 BTU /hr /person Schedule None 2.5. Miscellaneous Loads: Sensible 0 BTU /hr Schedule 24/7 People /Light Schedule Latent 0 BTU /hr Schedule 24/7 People /Light Schedule 7.2. 2nd Partition Details: (No partition data). 10/09/20071 03:20PM Paae 1 of 4 Boeing 9 -140 Fabrication and Laser TI v4_3 Hermanson Companv FABRICATION ROOM 1. General Details: Floor Area 705.0 ft Avg. Ceiling Height 9.0 ft Building Weight 70.0 lb/ft 1.1. OA Ventilation Requirements: Space Usage User- Defined OA Requirement 1 450.0 CFM OA Requirement 2 0.00 CFM/ft Space Usage Defaults ASHRAE Std 62 -2001 2. Internals: 2.1. Overhead Lighting: Fixture Type Recessed (Unvented) Wattage 1.00 W/ft Ballast Multiplier 1.00 Schedule 24/7 People /Light Schedule 2.2. Task Lighting: Wattage 0.00 W /ft Schedule None 2.3. Electrical Equipment: Wattage 2000.0 Watts Schedule .. 24/7 People /Light Schedule 3. Walls, Windows, Doors: (No Wall, Window, Door data). 4. Roofs, Skylights: (No Roof or Skylight data). 5. Infiltration: Design Cooling 0.00 ACH Design Heating 0.00 ACH Energy Analysis 0.00 ACH Infiltration occurs at all hours. 6. Floors: Type Slab Floor On Grade Floor Area 685.0 ft' Total Floor U -Value 0.500 BTU /(hr- ft -- °F) Exposed Perimeter 0.0 ft Edge Insulation R -Value 0.00 (hr- ft °F)/BTU 7. Partitions: 7.1. 1st Partition Details: Partition Type Wall Partition Area 764.0 ft' U Value 0.140 BTU /(hr- ft=- °F) Uncondit. Space Max Temp 82.0 °F Ambient at Space Max Temp 92.0 °F Uncondit. Space Min Temp 24.0 °F Ambient at Space Min Temp 44.0 °F U....l. A A 9 Space Input Data 2.4. People: Occupancy 10.0 People Activity Level User defined Sensible 750.0 BTU/hr /person Latent 750.0 BTU /hr /person Schedule 24/7 People /Light Schedule 2.5. Miscellaneous Loads: Sensible 0 BTU /hr Schedule None Latent 0 BTU /hr Schedule None 7.2. 2nd Partition Details: (No partition data). 10/09/2007 03:20PM 0....e 7 •.f A I Boeing 9 -140 Fabrication and Laser Ti v4_3 Hermanson Company LASER AIR LOCK 1. General Details: Floor Area 85.0 ft Avg. Ceiling Height 9.0 ft Building Weight 70.0 lb/ft 1.1. OA Ventilation Requirements: Space Usage User- Defined OA Requirement 1 160.0 CFM OA Requirement 2 0.00 CFM/ft' Space Usage Defaults ASHRAE Std 62 -2001 2. Internals: 2.1. Overhead Lighting: Fixture Type Recessed (Unvented) Wattage 1.00 W/ft Ballast Multiplier 1.00 Schedule 24/7 People /Light Schedule 2.2. Task Lighting: Wattage 0.00 W/ft Schedule None 2.3. Electrical Equipment: Wattage Schedule 0.00 W/ft None 3. Walls, Windows, Doors: (No Wall, Window, Door data). 4. Roofs, Skylights: (No Roof or Skylight data). 5. Infiltration: Design Cooling 0.00 CFM Design Heating 0.00 CFM Energy Analysis 0.00 CFM Infiltration occurs only when the fan is off. 6. Floors: Type Slab Floor On Grade Floor Area 80.0 ft Total Floor U Value 0.600 BTU /(hr- ft' - °F) Exposed Perimeter 0.0 ft Edge Insulation R-Value 0.00 (hr- ft'- °F)BTU 7. Partitions: 7.1. 1st Partition Details: Partition Type Wall Partition Area 407.0 ft UValue 0.140 BTU /(hr- ft'- ° F) Uncondit. Space Max Temp 84.0 °F Ambient at Space Max Temp 95.0 °F Uncondit. Space Min Temp 24.0 ° F Ambient at Space Min Temp 44.0 °F .1,s..r4*, AnnIsIlia Dnvnrom v A A space input uata 2.4. People: Occupancy 0.0 Person Activity Level Office Work Sensible 245.0 BTU /hr /person Latent 205.0 BTU/hr /person Schedule None 2.5. Miscellaneous Loads: Sensible 0 BTU/hr Schedule None Latent 0 BTU /hr Schedule None 7.2. 2nd Partition Details: (No partition data). 10/09/20071 03:20PM Page 3 of 4 Boeing 9 -140 Fabrication and Laser TI v4_3 Hermanson Company LASER ROOM 1. General Details: Floor Area 308.0 ft Avg. Ceiling Height 9.0 ft Budding Weight 70.0 lb/ft 1.1. OA Ventilation Requirements: Space Usage User- Defined OA Requirement 1 240.0 CFM OA Requirement 2 0.00 CFM/ft Space Usage Defaults ASHRAE Std 62 -2001 2. Internals: 2.1. Overhead Lighting: Fixture Type Recessed (Unvented) Wattage 1.00 W/ft Ballast Multiplier 1.00 Schedule 24/7 People /Light Schedule 2.2. Task Lighting: Wattage 0.00 W/ft Schedule None 2.3. Electrical Equipment: Wattage 0.00 W/ft Schedule None 3. Walls, Windows, Doors: (No Wall, Window, Door data). 4. Roofs, Skylights: (No Roof or Skylight data). 5. Infiltration: Design Cooling 0.00 ACH Design Heating 0.00 ACH Energy Analysis 0.00 ACH Infiltration occurs at all hours. 6. Floors: Type Slab Floor On Grade Floor Area 291.0 ft Total Floor U-Value 0.500 BTU /(hr- ft - °F) Exposed Perimeter 0.0 ft Edge Insulation R -Value 0.00 (hr- ft °F) /BTU W... ..k, Anel.,... De .nro.n to / Z Space Input Data 2.4. People: Occupancy Activity Level Sensible Latent Schedule 24/7 People /Light 7. Partitions: 7.1. 1st Partition Details: 7.2. 2nd Partition Details: Partition Type Wall Partition (No partition data). Area 440.0 ft U-Value 0.140 BTU/(hr-ft Uncondit. Space Max Temp 84.0 °F Ambient at Space Max Temp 94.0 °F Uncondit. Space Min Temp 24.0 °F Ambient at Space Min Temp 44.0 °F 10/09/2007 03:20PM 2.0 People Office Work 245.0 BTU/hr /person 205.0 BTU/hr /person Schedule 2.5. Miscellaneous Loads: Sensible 10100 BTU /hr Schedule 24/7 People /Light Schedule Latent 0 BTU /hr Schedule None Panes 4 of 4 Month .:::. .....: N : NNE, NE . ' .. - ENE - .: f . 'ESE .: - .,=. �� .. .:SSE : R . �::S January 16.1 16.1 16.1 53.6 129.0 183.4 230.6 251.9 257.9 February 21.4 21.4 36.9 112.4 175.7 229.5 253.9 260.9 262.5 March 27.1 27.1 91.8 159.2 217.2 242.8 253.0 243.7 238.0 April 33.0 68.6 137.1 195.3 225.5 239.1 225.9 204.4 192.1 May 37.3 105.1 162.3 210.6 229.9 225.1 199.4 170.1 154.1 June 51.1 117.6 171.4 213.7 226.9 216.7 186.9 154.0 137.4 July 39.4 104.2 161.3 207.5 222.7 220.4 195.6 165.7 151.0 August 34.8 65.4 134.3 187.4 219.3 230.1 218.4 197.6 186.3 September 28.2 28.2 86.3 145.2 203.9 232.3 242.6 235.6 227.9 October 22.1 22.1 36.4 105.4 171.4 216.2 245.2 253.6 252.2 November 16.3 16.3 16.3 56.6 123.7 184.3 224.4 244.6 251.3 December 13.7 13.7 13.7 34.5 105.1 162.2 212.5 238.1 245.0 Month .. ..... SSW :�' ' : $Ili! : ... WStllt. :::' • . ....:�14I IVhlSlli. tW .. 114M1 :: HI R ' !Ault January 251.9 227.1 188.2 121.9 59.5 16.1 16.1 92.5 1.00 February 262.5 255.6 227.5 179.4 105.7 40.2 21.4 147.6 1.00 March 244.1 251.9 247.4 210.6 163.3 87.7 27.1 199.6 1.00 April 204.0 224.1 238.5 228.6 194.9 132.9 70.0 238.0 1.00 May 169.6 197.8 223.8 231.1 208.5 165.6 103.6 259.3 1.00 June 152.9 185.9 214.0 228.2 209.8 175.3 113.9 265.4 1.00 July 164.4 194.2 217.4 226.5 202.6 164.4 101.1 257.6 1.00 August 197.1 216.1 229.9 220.5 187.9 129.3 68.8 234.8 1.00 September 235.7 242.6 232.9 203.5 146.7 86.2 28.2 191.4 1.00 October 252.2 242.3 219.1 167.3 108.3 30.0 22.1 144.2 1.00 November 245.2 225.7 182.6 125.7 52.6 16.3 16.3 91.1 1.00 December 235.2 212.0 163.5 105.1 33.6 13.7 13.7 69.9 1.00 Design Weather Parameters & MSHGs B oeing 9 -140 Fabrication and Laser TI v4_3 Hermanson Company Design Parameters: City Name Seattle IAP Location Washington Latitude 47.5 Deg. Longitude 122.3 Deg. Elevation 449.0 ft Summer Design Dry-Bulb 81.4 °F Summer Coincident Wet -Bulb 64.6 °F Summer Daily Range 18.3 °F Winter Design Dry-Bulb 23.0 °F Winter Design Wet -Bulb 19.2 °F Atmospheric Cleamess Number 1.05 Average Ground Reflectance 0.20 Soil Conductivity 0.800 BTU /(hr -ft- ° F) Local Time Zone (GMT +/- N hours) 8.0 hours Consider Daylight Savings Time No Simulation Weather Data Seattle Tacoma (TMY) Current Data is User Modified Design Cooling Months January to December Design Day Maximum Solar Heat Gains (The MSHG values are expressed in BTU /(hr -ft') ) MuIt. = User - defined solar multiplier factor. Hourly Analysis Pronram v 4 10/09/2007 03:20PM Pans 1 of 1 06 -05 -2008 JESICA ROGERS 1221 2 AV N KENT WA 98032 RE: Permit No. M07 -235 9725 EAST MARGINAL WY S TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 07/28/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, 4 er Marshall Permit Technician xc: Permit File No. M07 -235 City of Tukwila. Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 November 26, 2007 Jesica Rogers 12212AvN Kent WA 98032 RE: CORRECTION LETTER #1 Mechanical Permit Application Number M07 -235 Boeing #9 -140 — 9725 East Marginal Wy S Dear Ms. Rogers, This letter is to inform you of corrections that must be addressed before your mechanical permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messen>aer service. If you have any questions, please contact me at (206) 431 -3670. encl ifer arshall it Technician xc: File No. M07 -235 City of Tukwila Department of Communit Development Steve Lancaster, Director P:1Pemut Center\Correction Letters \20071M07 -235 Correction Ltr #1.DOC jem Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: November 20, 2007 Project Name: Boeing #9 -140 Permit #: M07 -235 Plan Review: Alien Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The air - conditioning system schedule specifies 11.9 SEER. Per item #10 and the current 2006 WSEC Table 14 -1B SEER is indicated as 13 SEER. Please revise plan and equipment sizing specifications t� show compliance with current energy code or provide documentation to show mechanical system shall comply with current 2006 WSEC. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: M07 -235 DATE: 11 -30 -07 PROJECT NAME: BOEING #9 -140 SITE ADDRESS: 9725 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Bui Ong Mon Public Works Complete Comments: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION 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: C ❑ ❑ No further Review Required DATE: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 12 -04-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: El DUE DATE: 01-01-08 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: M07 -235 DATE: 11 -01 -07 PROJECT NAME: BOEING #9 -140 SITE ADDRESS: 9725 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS. B I:I ng`iDivision Public Works ❑ Comments: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: 511 Ma, (I-V -o Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1 Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ Permit Coordinator DUE DATE: 11 -06-07 Not Applicable E No further Review Required DATE: Planning Division n C DUE DATE: 12-04-07 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only � CORRECTION LETTER MAILED: ( 14101- Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials F 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 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 3 101 Plan Check/Permit Number: M07-235 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Boeing #9 -140 Project Address: 9725 East Marginal Wy S Contact Person: Summary of Revision: D.ypr01(0,1 O m �� n 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 \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Phone Number: Steven M. Mullet, Mayor Steve Lancaster, Director RECEIVED t rry F T, ! ►LA DEC 0 3 2007 PEMMi CENTEI Vr Hermanson November 30 2007 Allen Johannessen City of Tukwila 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 Fax #: 206 - 431 -3665 PROJECT: Boeing 9 -140 clean room MEMO #: 11 -7- 0007 -001 SUBJECT: Correction Letter #1 response Dear Mr. Johannessen, Thank you for your review of Mechanical Permit Application #M07 -235 regarding the Boeing 9 -140 clean room installation. In regards to your comment #1 regarding the system efficiency not meeting the minimum code required SEER levels, I had previously spoken with Dave Larsen at the end of September regarding this issue. Due to the fact that this space will require very tight temperature and humidification tolerances, the only equipment that I could find (which also was the owner's preferred equipment, even though it was much more expensive for them) was the Liebert system. Other systems could meet the efficiencies but not the level of control that we require, and Dave said he was willing to provide a variance as a result of this. Thanks for your time and assistance regarding this issue. Sincerely, H RMANSON COMPANY, LLP ni l David Nehren, P.E., LEED A.P. Engineering Department Manager Hermanson Company LLP 1221 2nd Avenue North Kent, WA 98032 Copy: FILE Duane Hole, Hermanson Company tel 206 -575 -9700 fax 206 - 575 -9800 Mechanical Construction, Engineering and Service www.hermanson.com License Information License HERMACLOO5BJ Licensee Name HERMANSON COMPANY LLP Licensee Type CONSTRUCTION CONTRACTOR UBI 602004844 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 1221 2ND AVE N Address 2 City KENT County KING State WA Zip 980322945 Phone 2065759700 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 1/11/2000 Expiration Date 8/25/2008 Suspend Date Separation Date Parent Company Previous License HERMAC *217NT Next License Associated License Business Owner Information Name Role Effective Date Expiration Date HERMANSON, RICHARD L PARTNER/MEMBER 01/01/1980 ALMON, KEVIN PARTNER/MEMBER 01/01/1980 MACDONALD, JAMES PARTNER/MEMBER 01/01/1980 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. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= HERMACL005BJ 12/17/2007 DRAWING INDEX SHEET NO. SHEET TITLE - IMO COVER SHEET - HVAC 1M1 SCHEDULES SHEET - HVAC 1M2 DETAILS SHEEP - HVAC 1 M10 FIRST FLOOR PLAN - HVAC A AC ACT AD AFF AFG AHU ALUM AP ARCH BC BDD BF BOT BS BTU BTU H CD:COND CFM CLG COL CONC CONN CONTR DB DIA DDC DMPR DN DWG EXH EA EAT EG EC EF EL ELECT. EP EQUIP ESP EWT EXIST FD FDC FLA FLR FOB FOS FOT FP FP M FT FUT GA GALV GC GR GRD GWB HWTG HP HR SYM REVISION HVAC ABBREVIATIONS AMPS AIR CONDITIONING ACOUSTICAL TILE CEILING ACCESS DOOR ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT ALUMINUM ACCESS PANEL ARCHITECT BEADED COLLAR BACKDRAFT DAMPER BELOW FLOOR BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR CEILING DIFFUSER; CONDENSATE DRAIN CUBIC FEET PER MINUTE CEILING COLUMN CONCRETE CONNECT CONTRACTOR DRY BULB DIAMETER DIRECT DIGITAL CONTROLS DAMPER DOWN DRAWING EXHAUST EACH ENTERING AIR TEMPERATURE EGGCRATE GRILLE END CAP; ELECT. CONTR. EXHAUST FAN ELEVATION ELECTRICAL END PLUG EQUIPMENT EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXISTING FIRE DAMPER FIRE DEPARTMENT CONNECTION FULL LOAD AMPS FLOOR FLAT ON BOTTOM FLAT ON SIDE FLAT ON TOP FIRE PROTECTION FEET PER MINUTE FOOT or FEET FUTURE GAUGE GALVANIZED GENERAL CONTRACTOR GRILLE GRILLE; REGISTER; DIFFUSER GYPSUM WALL BOARD HIGH WALL TRANSFER GRILLE HORSEPOWER HOUR HT ID IE IN IN. WG LD,LIN DIFF LF,LIN FT LWG LWR MAX MAU MBH MCA MIN MD MID NC NIC NO OA OB OD PCF PD POC PSI PSIG RA REG REQ'D RF RG RL RS SA SD S/D S /FD,FSD SG SL SM SO SQFT SS TA TG TOC TOS TOT TSTAT TYP UH UNO V VD VFD WB WG W/ W/0 WSF HEIGHT INSIDE DIAMETER /DIMENSION INVERT ELEVATION INCHES INCHES WATER GAGE LINEAR DIFFUSER LINEAL FEET /FOOT LOW WALL GRILLE LOW WALL REGISTER MAXIMUM MAKE UP AIR UNIT 1000 BRITISH THERMAL UNITS MINIMUM CIRCUIT AMPACITY MINIMUM MOTORIZED DAMPER MOUNTED NORMALLY CLOSED; NOISE CRITERIA NOT IN CONTRACT NORMALLY OPEN OUTSIDE AIR OPPOSED BLADE OUTSIDE DIAMETER /DIMENSION POUNDS PER CUBIC FOOT PRESSURE DROP POINT OF CONNECTION POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE RETURN AIR REGISTER REQUIRED RELIEF RETURN GRILLE REFRIGERANT LIQUID REFRIGERANT SUCTION SUPPLY AIR SMOKE DETECTOR SLIP & DRIVE CONNECTION SMOKE FIRE DAMPER SUPPLY GRILLE SOUND LINED SPIRALMATE OR SHEETMETAL SCREENED OPENING SQUARE FEET STAINLESS STEEL TRANSFER AIR TRANSFER GRILLE TOP OF CONCRETE; CURB TOP OF STEEL TOTAL THERMOSTAT TYPICAL UNIT HEATER UNLESS NOTED OTHERWISE VOLTS VOLUME DAMPER VARIABLE FREQUENCY DRIVE WET BULB WATER GAUGE WITH WITHOUT WATTS PER SQUARE FOOT MECHANICAL GENERAL NOTES 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE 2006 IBC, 2006 SEC, & 2006 SMC. 2. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS NOTED OTHERWISE. 3. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. 4. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 5. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF ADDITIONAL QUESTIONS REMAIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING. 6. ALL STRUCTURAL OPENINGS AND PLATFORMS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 7. DUCT SEALING AND CONSTRUCTION TO MEET SMACNA AND ENERGY CODE REQUIREMENTS. UNLESS OTHERWISE NOTED, LOW PRESSURE DUCTWORK (DOWNSTREAM OF VAV BOXES, CONSTANT VOLUME AC SYSTEMS, TOILET EXHAUSTS, ETC.) TO MEET 2" CONSTRUCTION STANDARDS WITH SEAL CLASS C. MEDIUM PRESSURE DUCTWORK (UPSTREAM OF VAV BOXES, HIGH VELOCITY EXHAUSTS, ETC.) TO MEET 4" CONSTRUCTION STANDARDS WITH SEAL CLASS A. DUCT RISERS IN SHAFTS WITH DAMPERED PENETRATIONS TO MEET 6" CONSTRUCTION STANDARDS WITH SEAL CLASS A. 8. ALL CEILING DIFFUSERS ARE 4 -WAY THROW UNLESS NOTED OTHERWISE. 9. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS AFTER LINING HAS BEEN INSTALLED. 10. OUTSIDE AIR INTAKES ON ALL AIR HANDLING UNITS SHALL BE 10 FEET AWAY FROM ANY FUEL BURNING EQUIPMENT, AND 10 FEET AWAY FROM, OR 3 FEET BELOW ANY PLUMBING VENT OR EXHAUST OUTLET. 11. ALL AIR ECONIMIZERS SHALL BE CAPABLE OR THE FOLLOWING: - 0% TO 100% OF THE DESIGN SUPPLY AIR - CONTROLLED BY A CONTROL SYSTEM DETERMINING IF THE OUTSIDE AIR CAN MEET PART OR ALL OF THE BUILDING COOLING LOADS. - INTEGRATED TO PROVIDE PARTIAL COOLING EVEN WHEN MECHANICAL COOLING IS REQUIRED. BY APPROVED DATE SYM REVISION RECTANGULAR DUC RECTANGULAR DUC RECTANGULAR DUC RECTANGULAR DUC ROUND DUCT ROUND DUCT b OVAL DUCT OVAL DUCT AD B.D.D. L/ EXHAUST OR RETURN AIR DUCT - �" TURNING UP OR TOWARD / / EXHAUST OR RETURN AIR DUCT - TURNING DOWN OR AWAY TRANS. T.V. FLEX BS AIR FLOW DIRECTION SUPPLY AIR DUCT - TURNING UP OR TOWARD SUPPLY AIR DUCT - TURNING DOWN OR AWAY ROUND DUCT -- TURNING UP OR TOWARD ROUND DUCT - TURNING DOWN OR AWAY OVAL DUCT - TURNING UP OR TOWARD OVAL DUCT - TURNING DOWNN OR AWAY CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES DETECTORS, FIRE AND /OR SMOKE BACK DRAFT DAMPER DUCT ACCESS DOOR FLEXIBLE DUCT BIRDSCREEN OR SCREENED OPENING - SUPPLY GRILLE ��- RETURN OR EXHAUST GRILLE VD VOLUME DAMPER MD MOTOR OPERATED DAMPER SD IONIZATION DUCT SMOKE DETECTOR EXISTING DUCTWORK / DEMO DUCTWORK PERMIT SET DN 10/09/07 HVAC LEGEND EID ETD f _1_ S/FD fii:1;1111 SD AD 0 0 CD1 100 -CFM 80 EACH SIZE CD FC FD CD RA,TA,EG E -100 OA --100 TYPE CODE 12. OUTSIDE AIR INTAKE, RELIEF, AND EXHAUST OPENINGS SHALL BE EQUIPPED WITH MOTORIZED OR GRAVITY DAMPERS WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS OFF OR UPON POWER FAILURE, AS REQUIRED BY ENERGY CODE. 13. THE CONTROL SYSTEM SHALL BE 7 -DAY PROGRAMABLE, CAPABLE OF BEING SET FOR SEVEN (7) DIFFERENT DAY TYPES PER WEEK, AND CAPABLE OF A DEADBAND SLI IING OF AT LEAST 5 DEGREES F (10T FOR RESIDENTIAL), BETWEEN THE HEATING AND COOLING SETPOINTS. AHU CONTROL SYSTEM SHALL INCLUDE A MICROPROCESSOR AND BE CAPABLE OF RESLI [INC SUPPLY AIR TEMPERATURES BY REPRESENTATIVE BUILDING LOADS. 14. RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF SYSTEM ACCEPTANCE PER THE SEATTLE ENERGY CODE. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCING REPORT SHALL BE PROVIDED TO THE OWNER. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH SPECIFICATIONS AND APPROVED PLANS. A PRELIMINARY COMMISIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. A COMPLETE FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PROVIDED TO THE OWNER. COMMISIONING, SYSTEM BALANCING, RECORD DRAWINGS AS REQUIRED PER THE SEATTLE ENERGY CODE. 15. MECHANICAL SYSTEMS SHALL COMPLY WITH SEISMIC RESTRAINT REQUIREMENTS OF THE BUILDING CODE, SMACNA AND ASCE 7. ALL LIFE SAFETY HAZARDOUS MATERIAL RELATED SYSTEMS SHALL BE DEEMED AN Ip =1.5 FOR RESTRAINT METHODS OR AS NOTED ON THE DRAWINGS. REFER TO THE ABOVE NOTED CODES FOR INSTALLATION REQUIREMENTS AND EXCEPTIONS BASED ON SIZING, WEIGHTS AND MOUNTING HEIGHTS. 16. PROVIDE EARTHQUAKE RESTRAINTS FOR HVAC EQUIPMENT AS REQUIRED BY SMACNA SEISMIC RESTRAINT MANUAL, SEIZMIC HAZARD B. WIRES FOR CEILING SYSTEM ETC. SHALL NOT BE HUNG OFF HVAC EQUIPMENT OR HVAC EQUIPMENT SUPPORTS. 17. PROVIDE FIRE AND COMBINATION FIRE /SMOKE DAMPERS WHERE SHOWN ON PLANS AND WHERE REQUIRED PER CODE. 18. ALL PIPING PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE SEALED WITH AN UL APPROVED FIRE CAULKING. 19. SMOKE DETECTORS PROVIDING AUTOMATIC SHUTDOWN SHALL BE PROVIDED FOR HVAC EQUIPMENT DELIVERING IN EXCESS OF 2000 CFM [INCLUDING MULTIPLE UNITS DUCTED INTO COMMON DISTRIBUTION OR RETURN, WITH AN AGGREGATE SUPPLY GREATER THAN 2000 CFM1 OR EACH STORY OF RETURN SYSTEMS OVER 15,000 CFM IN A MULTI -STORY INSTALLATION, PER CODE. SMOKE DETECTORS SHALL BE FURNISHED AND NSTALLED BY ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. POWER- WIRING AND INTERLOCK TO FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR AS APPLICABLE. 20. ACCESS PANELS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. 21 ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. BY APPROVED DATE eL iairaPEZAW ® R -100 RETURN AIR; NUMBER INDICATES CFM QUANTITY S -100 SUPPLY AIR; NUMBER INDICATES CFM QUANTITY EXHAUST AIR; NUMBER INDICATES CFM QUANTITY OUTSIDE AIR; NUMBER INDICATES CFM QUANTITY METAL FAB FLEX CONNECTION FIRE DAMPER COMBINATION SMOKE & FIRE DAMPER SMOKE DAMPER ST SOUND TRAP AD ACCESS DOORS SL ACOUSTICALLY LINED DUCT DB DUCT BOARD VAV BOX CEILING SUPPLY AIR DIFFUSER (SHOWN WITH REDIRECTED AIR CORE) LD LINEAR DIFFUSER (CEILING) LD LINEAR DIFFUSER (WALL) CEILING RETURN,TRANSFER OR EXHAUST AIR GRILLE LVR LOUVER PLAN VIEW ROUND DUCT SYMBOL FLAT OVAL DUCT SYMBOL GRD SYMBOL TEMPERATURE SENSOR HUMIDITY SENSOR STATIC PRESSURE SENSOR POINT OF NEW CONNECTION ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY FILE Permit No. Plan review approval la merit lQenceeandmans. Approval of condruollandocumials does not authorize the violation of any . i coda or ordinance. Receipt of acluicsiedget DEPT. City of Tillevila BUILDING DIVISION DATE DRAWN ER CHECKED DN ENGINEER DN CHECKED APPROVED APPROVED FROM SEATTLE- TACOMA AIRPORT DATE 99 LEGAL DESCRIPTION POR PORMOORES FIVE ACRE TRSTGW POR OF FRANCIS MCNATT DCNO 38 & POR OF ABANDONED OF DUWAMISH RIVER LYING BTWNE MARGINAL WAY S & ELY BDRYOF R/W OF CWW #1 & BTWN SDDC & MOORE'S FIVE AC TR & POR OF TRS 57, 58, 59, 60, 61, 65, 66,67, 68 & POR OF VAC FRANCISAVE IN SD PLAT IN SEC33 -24 -4 & N 1/2 OF SEC 4-- -23- -4 DAF - BEG ON WLY MGNOF E MARGINAL WAY S AT A PTWCH BEARS N 89 -15 -54 W2470.01 FT ALG DC LN TH S 23 -40 -59 E 1374.17 FT ALGWLY MGN OF E MARGINAL WAY SFR NXN OF LN BTWN DC OFFRANCIS MC NATT & HENRY VAN ASSELT WITH E LN OF SD SEC TOTPOB TH 5 23 -39 -54 E ALG WLY MGNOF E MARGINAL WAY 5 681.27FT TAP OF NXN WITH 5 LN OF TR 65 OF SD PLAT TH S 62-01-41W 696.29 FT TO C/L OF VACFRANCIS AVE IN SD PLAT THN 27 -58 -19 W ALG SD C/L OF 14.67 FT M/L TO NWLY LN OFPOR OF LAND CONDEMNED BY CITYOF SEATTLE ORD #82962 LYINGWLY OF VAC FRANCIS AVE TH S 62 -01 -41 W ALG SD NWLY LN1079.55 FT TO ELY LN OF R WOF SD CWW #1 TH N 15-00-00 WALG SD ELY LN 1069.38 FT TO N LN OF SUR PER REC NO 8108049007TH N 61 -33 -40 E ALG SD N LN840.02 FT TH N 70-49-29 E110.173 FT TH N 83 -57 -56 E 119 FT TH 5 84 -17 -04 E 117 FTTH S 86 -54 -59 E 486.97 FT THS 89 -27 -50 E 14.94 FT TO TPOBLESS LOTS 'A' -'B' & 'C' OF TUKWILA BOUNDARY LINEADJUSTMENT NO BLA- 01- 002REC NO 20010803900001 EAST YARGIHAL WAY COPo''ORAIE PARK !% FROM DOWNTOWN SEATTLE 1 \\ 599 TUKWILA 900 DEVELOPMENTAL CENTER VICINITY MAP 22. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING SHALL OCCUR: - ALL VERTICAL JOINTS INSIDE THE SHAFT SHALL BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC) - TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC) - ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHALL BE CAULKED (BY GC). FILLING WITH ROCK WOOL IS NOT ACCEPTABLE - ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING, ...) SHALL BE SEALED ON BOTH SIDES OF THE PENETRATION. -USE SECTION 905 OF THE 2006 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR TIGHT STAIR SHAFT CONSTRUCTION. -ALL DOORS SHALL BE PROVIDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM /SHAFT PRESSURE. 23. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 12 FEET. REFER TO INSTALLATION DETAILS FOR SUPPORT REQUIREMENTS. FLEXIBLE DUCT FLAME SPREAD RATING SHALL BE < 25 AND SMOKE DEVELOPED RATING SHALL BE < 50. USE FLEXIDUCT MODEL G -KM FOR LOW AND MEDIUM PRESSURE APPLICATIONS OR APPROVED EQUAL. INSULATE DUCT PER NOTE 11 ABOVE. 24. LOCATION AND DETAILS OF EQUIPMENT, DUCT ROUTING, AND CONNECTIONS ARE APPROXIMATE. COORDINATE FINAL LOCATIONS WITH OTHER TRADES. INSTALL IN ACCORDANCE WITH APPROVED SUBMITTALS AND DETAIL DRAWINGS WHEN APPLICABLE. 25. FOR RESIDENTIAL INSULATION ON DUCTWORK AND PIPING SEE ENERGY CODE CHAPTER 5 AND TABLES 5 -11 E5 REVISIONS No changes shall made to the scope of work without prior approval of Tukwila Building Division. NafE: Revisions wits require a new l and may include additional plan v re w fees tai SEPARATE PERMIT REQUIRED FOR ❑ Mechanical ET Electrical L Plumbing L'Gas Piping City of Tukwila BULD,NG DIVISION FROM KENT & AUBURN EGT 157 900 MAPS RECEIVED CITY OF TL1,'V• NOV 0 2007 pEBIVIIT CENTER ISSUED FOR PERMIT SUBTITLE TITLE MECHANICAL MASTER COVER SHEET - HVAC WINDOWS TECHNOLOGY CLEAN ROOM AREA BUILDING 9 -140 COL. - DEV. CENTER, WA BUILDING ADDRESS: 9725 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON .9 -06 \ ' 9 -140 / ■ 9 -140 BUILDING LOCATION SITE PLAN FOR PIRED JUL 2.9 2008 CURRENT REVISION DWG NO. CODE COMPLIANCE APPROVED DEC 1 ! 2001 City Of Tukwila BUILDING DP!JS r OM ► MFC EXPIRES 1/29/2008 Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ Scale NONE Drawing Number C -0148 -0007 Project Number 1 1--7 -0007 Issue Date 09/12/2007 SYMBOL SHEET 1M0 JOB NO. 9- -140 -1 MO DATE COMP NO. TRANSFER 1 RETURN 1 EXHAUST AIR GRILLE SCHEDULE LAST UPDATED: 3/16/2005 UNIT TAG BASIS OF DESIGN MAX CFM NECK SIZE IN. DIA. MOUNTING FACE SIZE MATERIAL REMARKS R1 KRUEGER EG5 -FIB 100 6 T -BAR 24 x 6 ALUMINUM ALUMINUM 1, 2, 5/6, 7 1. 2, 5/6, 7 R2 KRUEGER EG5 -FTB 200 8 T BAR 24 x 6 R3 KRUEGER EG5 -FTB 350 10 T BAR 24 x 6 ALUMINUM 1. 2, 5/6, 7 R4 KRUEGER EG5 -FTB 600 12 T BAR 24 x 12 ALUMINUM 1, 2, 5/6, 7 R5 KRUEGER EG5 -FTB 900 14 T -BAR 24 x 18 ALUMINUM 1, 2, 5/6, 7 R6 KRUEGER EG5 -FTB 1.200 16 T -BAR 24 x 24 ALUMINUM 1, 2, 5/6, 7 R7 KRUEGER EG5 -FTB 1,600 18 T BAR 24 x 24 ALUMINUM 1, 2, 516, 7 R8 KRUEGER EG5 -FTB 2.400 20 T BAR 24 x 48 ALUMINUM ALUMINUM 1, 2, 5/6. 7 1. 2, 5/6, 7 R9 KRUEGER EG5 -FTB 3.000 22 T BAR 24 x 48 R10 KRUEGER EG5 -FTB 3.200 24 T BAR 24 x 48 ALUMINUM 1, 2, 516, 7 G1 KRUEGER S8OHOBD 150 - - GWB 8 x 8 10 x 10 STEEL 3, 4, 5/6. 7 G2 KRUEGER S8OHOBD 250 - - GWB _ _ STEEL 3, 4, 5/6, 7 G3 KRUEGER S8OHOBD 375 - - GWB 12 x 12 14 x 14 STEEL STEEL 3, 4, 5/6, 7 G4 KRUEGER S8OHOBD 525 - - GWB 3. 4, 5/6, 7 G5 KRUEGER S8OHOBD 600 - - GWB 16 x 16 STEEL 3. 4. 5/6. 7 G6 KRUEGER S8OHOBD 900 -- -- GWB 18 x 18 STEEL 3. 4, 5/6, 7 G7 KRUEGER S8OHOBD 1200 - - GWB 24 x 24 STEEL 3. 4, 5/6. 7 G8 KRUEGER S8OHOBD 2,400 - - GWB 24 x 48 STEEL 3, 4, 5/6, 7 G9 KRUEGER S8OHOBD 150 8 GWB 8 x 8 STEEL 1, 3, 4, 5/6, 7 G10 KRUEGER S8OHOBD 250 10 GWB 10 x 10 STEEL 1, 3, 4, 5/6. 7 G11 KRUEGER S8OHOBD 375 12 GWB 12 x 12 STEEL 1, 3, 4, 5/6. 7 G12 KRUEGER S8OHOBD 525 14 GWB 14 x 14 STEEL 1, 3, 4, 5/6, 7 G13 KRUEGER S8OHOBD 600 14 GWB 16 x 16 STEEL 1, 3, 4, 5/6, 7 G14 KRUEGER S8OHOBD 900 16 GWB 18 x 18 STEEL 1, 3, 4, 5/6, 7 SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE LAST UPDATED: 10/02/07 OUTDOOR UNIT INDOOR AIR HANDLING UNIT UNIT TAG LOCATION AREA SERVED BASIS OF DESIGN COOLING CAPACITY HEATING CAPACITY FAN ELECTRICAL SOUND LEVEL DBA WEIGHT IN POUNDS UNIT TAG LOCATION AREA SERVED BASIS OF DESIGN CFM MIN. O.A. CFM E.S.P. IN. W.G. INDOOR FAN ELECTRIC HEATER ELECTRICAL WEIGHT IN POUNDS REMARKS TOTAL BTUH SENS. BTUH EER BTUH COP HP RPM FLA MCA V /PH HP RPM CAP. IN WATTS FLA V /PH CU -1 GRADE FABRICATION LEIBERT PFH067A -AH3 59,200 42,000 11.9 - - - -- 1t4 - 460/3 - 488 AHU-1 ON MODULE FABRICATION LIEBERT MMD6OE -AHSHD 1,600 610 1.0 2 VAR 16,400 26 460/3 498 1 -10 CU -2 GRADE LASER LEIBERT PFH067A -AH3 59,200 42,000 11.9 - - - - 1t4 - 460/3 - 488 AHU-2 ON MODULE LASER LIEBERT MMD60E AHSHD 1,600 400 1.0 2 VAR 16,400 26 460/3 498 1 -10 CEILING FAN POWERED HEPA DIFFUSER SCHEDULE LAST UPDATED: 10/01/07 TAG BASIS OF DESIGN TYPE NECK SIZE MAX CFM SP LOSS FILTER EFFICIENCEY MODULE SIZE MOUNTING AMPS VOLTS /PHASE MATERIAL REMARKS HD-1 ENVIRCO MAC 10 IQ RSR HEPA 12" RD. 650 - 99.99% © 0.3 MICRONS 24 X48 T -BAR 3.40 120/1 METAL 1, 2, 3, 4 1, 2, 3, 4 F -2 ABOVE ROOM LASER DYNAMIC 1SVB3024.24 1600 24 30 26 1 158 025 97% FILTER PACKAGE SCHEDULE LAST UPDATED: 09/10/07 SYMBOL LOCATION AREA SERVED BASIS OF DESIGN CFM SIZE IN IN. QTY VEL FPM INIT. S.P. IN. W.G. EFF REMARKS H W L F -1 ABOVE ROOM FABRICATION DYNAMIC 1SVB3024-24 1600 24 30 26 1 158 0.25 97% 1, 2, 3, 4 F -2 ABOVE ROOM LASER DYNAMIC 1SVB3024.24 1600 24 30 26 1 158 025 97% 1, 2, 3, 4 77 120 1,2,3,4,5,6 FAN SCHEDULE LAST UPDATED: 10/07/07 UNIT TAG LOCATION AREA SERVED BASIS OF DESIGN TYPE CFM E.S.P. IN. W.G. RPM BHP ELECTRICAL LWA WEIGHT IN POUNDS REMARKS HP /W V /PH SF -1 ON MODULE FABRICATION GREENHECK BSQ -120 INLINE 1,600 0.7 1744 0.6 3/4 460/3 77 120 1,2,3,4,5,6 SF -2 ON MODULE LASER GREENHECK BSQ -120 INLINE 1,600 0.7 1744 0.6 3/4 460/3 77 120 1,2,3,4,5,6 HUMIDIFIER SCHEDULE LAST UPDATED: 10/01/07 UNIT TAG LOCATION AREA SERVED BASIS OF DESIGN CAPACITY LBS /HR ELECTRICAL WEIGHT IN POUNDS REMARKS KW V /PH H -1 WALL MT FABRICATION ROOM NEPTRONIC SK -304 12.0 4.0 480/3 90 1-6 H -2 WALL MT LASER ROOM NEPTRONIC SK -304 12.0 4.0 480/3 90 1-6 OSA 1 RUNOUTSAME AS DWG NECK SIZE U.N.O. ON DWG. 2 NO FRAME - LAY -IN. 3 PROVIDE W/ SURFACE MOUNT FRAME. 4 PROVIDE WI OPPOSED BLADE DAMPER (OBD.) 5 PROVIDE WI DUCTBOARD PLENUM. 6 PROVIDE W/ SHEETMETAL PLENUM. 7 STANDARD BRITISH WHfTE FINISH. C AO DI STATUS UNIT TERMINAL STRIP OR CONTROLS INTERFACE INDOOR AIR HANDLING UNIT NOTES: 1 SPLIT SYSTEM UNITS REQUIRE DISCONNECT AT THE CONDENSING AND INDOOR UNITS BY ELECTRICAL CONTRACTOR 2 ECONOMIZER CYCLE EXEMPT PER 2006 WSEC 1423.B; UNIT CAPACITY LESS THAN 54,000 BTUH AND UNIT NOT INSTALLED OUTDOORS OR IN A MECHANICAL ROOM ADJACENT TO OUTDOORS. TOTAL CAPACITY OF UNITS WITHOUT ECONOMIZERS IS 84,000 BTUH < 240,000 BTUH 3 MINIMUM OUTSIDE AIRFLOWS SCHEDULED TO MAINTAIN A MINIMUM OF 0.03" POSITIVE SPACE PRESSURE WITH RESPECT TO THE REST OF THE FACILITY 4 HORIZONTAL AIRFLOW ■ - e • _ e e e - • • • • _ - • _ IN • rr -. BASED ONi CONIC € -TM P-P €-SURE S INT BY -CONTROLS CONTRACTOR. SEPARATE POWER -FEED FOR FAN MOTOR TO BE PROVIDED BY THE MANUFACTURER 5 SINGLE R -22 CONDENSING UNIT FOR EACH INDOOR FAN COIL UNIT WITH ALLOWANCE FOR MAX REFR. PIPE LENGTH @ 90' & MAX HEIGHT DIFFERENCE @ 25'. 6 4" THICK CONCRETE HOUSEKEEPING PAD FOR OUTDOOR UNIT BY GENERAL CONTRACTOR 7 PROVIDE WITH HOT GAS BYPASS, INTEGRAL 16 KW ELECTRIC HEATER WITH SCR CONTROLS, 8 LB PER HOUR HUMIDIFIER - ROOM CONDITIONS TO BE 72 °F ROOM TEMP WITH 3° MAX DEVIATION & 45% ROOM RH WITH 10% MAX DEVIATION 8 TERMINATE AHU CONDENSATE DRAINLINE INTO TAIL PIECE OF CLOSEST SINK OR OTHER OPEN DRAIN FITTING WITH 1" AIRGAP FITTING. PROVIDE UNIT WITH INTERNAL CONDENSATE PUMP COMPLETE WITH OVERFLOW SHUT -OFF AND ALARM RELAY 9 PROVIDE CONTROLS INTERFACE COMPATIBLE WITH EXISI1NG INVENSYS BUILDING CONTROLS SYSTEM WITH REMOTE TEMPERATURE AND HUMIDITY SENSING (60' CABLES) IN SPACE 10 UNIT TO MEET OR EXCEED EFFICIENCY REQUIREMENTS OF 2006 WSEC TABLE 14-1B PER ARI TEST 210 /240 A/C CU DUCT STATIC PRESSURE SENSOR FOR VFD OPERATION BOOSTER FAN I I I I COOL COOL FAN HEAT HUMID 1 2 DO DO DO AO AO 7- OUTDOOR CONDENSING UNIT 4 -20MA AO Al AO MAGNAHELIC - (HEAT PUMP /AC UNIT CONTROLS SCHEMATIC im1 NOT TO SCALE DUCT OR WALL MOUNTED HUMIDIFIER DUCT MOUNTED PREFILTER FAN POWERED FILTER UNITS (HEPA'S) C C Al Al Al Al 10OK CLEAN ROOM Al NOTES: - CONDENSING UNIT INTERLOCKS BY OTHERS - FILTER MAGNAHELIC PROVIDED & MOUNTED BY OTHERS NOTES 1 RUN OUT SIZE SAME SIZE AS NECK SIZE, U.N.O. ON DWGS - PROVIDE VOLUME DAMPERS IN DUCT SYSTEM UPSTREAM OF DIFFUSER FOR MAIN AIRFLOW BALANCE & COLLAR BY MECHANICAL CONTRACTOR 2 PROVIDE GASKET ATTACHED TO MODULE FOR CEILING SEAL, HEPA FILTER MEDIA, ECM MOTOR FOR AUTOMATIC SPEED ADJUSTMENT (CONSTANT AIRFLOW) AS FILTER LOADS 3 HEPA DIFFUSERS ARE PROVIDED BY CLEAN ROOM MANUFACTURER - SCHEDULE SHOWN FOR INFORMATION ONLY 4 BALANCE HEPA FILTER AS NOTED ON DRAWINGS TO 550 CFM TYPICAL VIA UNIT MOUNTED AUTOMATIC SPEED CONTROL. PROVIDE WITH ROOM SIDE REPLACEABLE FILTERS AND FAN MOTOR OPTION 1 FIELD FABRICATE V -BANK FILTER HOLDER WITH GASKETED ACCESS DOOR AND MAGNAHELIC DP GAUGE ACROSS FILTER BANKS 2 CONTROL WIRING BY CONTROLS CONTRACTOR 3 PROVIDE TRANSFORMER FOR 24V CONTROL VOLTAGE 4 97% EFFICIENT FOR 0.3 TO 1 MICRON PARTICLES, 99% EFFICIENT FOR 3 TO 10 MICRONS - NO PREFILTER INSTALLED AT FILTER BANK REMARKS: 1 DISCONNECT BY ELECTRICAL CONTRACTOR 2 WALL MOUNTED SELF CONTAINED STEAM HUMIDIFIER 3 PROVIDE WITH IMMERSION STYLE ELEMENTS, INTERGRAL BLOWER PACK ASSEMBLY 4 PROVIDE WITH MICROPROCESSOR CONTROLS, STAINLESS STEEL CYLINDER, SELF CLEANING ELEMENTS 5 SET ROOM RH AT 40% (35% TO 55% MAX RANGE) - ROUTE DRAIN TO NEAREST INDIRECT DRAIN LOCATION 6 LIEBERTAHU FOR PRIMARY ROOM HUMIDIDIFICAITON (45 %), SECONDARY COVERED HERE FOR HIGH HUMID REQ'D TIMES 1 ELECTRICAL DISCONNECT AND MOTOR STARTER (AS REQUIRED) BY ELECTRICAL CONTRACTOR 2 MOUNTING SLEEPERS UNDER UNIT BY CLEAN ROOM CONTRACTOR 3 BASE MOUNT SPRING ISOLATORS 4 VARIABLE FREQUENCY DRIVE RATED FAN MOTOR 5 VARIABLE FREQUENCY DRIVE (PROVIDED BY CONTROLS CONTRACTOR, FIELD WIRED AND INSTALLED BY ELECTRICAL) 6 FAN TO OPERATE DURING BUILDING OCCUPIED HOURS THROUGH BUILDING EMS TO MAINTAIN CONSTANT SUPPLY DUCT STATIC PRESSURE /AIRFLOW WITH FIELD APPLIED VFD FOR CONSTANT FAN SPEED CONTROL, BASED ON CONSTANT DISCHARGE STATIC PRESSURE SETPOINT BY CONTROLS CONTRACT' w 01 r RECEIVED CITY OF TUT•, ,Rfil NOV 01 2007 PEHMIT CENTER "REVIEVVED CODS COMPLIANCE APPROVED 3EC. 1 1 2M11 Cif► Of Tukwila BUILD D' 1 EXPIRES 1/29/2008 ISSUED FOR PERMIT 7� Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ Scale NONE Drawing Number C -0148 -0007 Project Number 11 -7 -0007 Issue Date 09/12/2007 SYM REVISION 90% REVIEW SET PERMIT SET BY DN DN APPROVED DATE SYM REVISION BY APPROVED DATE 09/12/07 10/09/07 ACCEPTABILITY HIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN ER CT�CKED DN ENCINEER DN CHECKED APPROVED APPROVED DATE SUBTITLE SCHEDULES & SCHEMATIC SHEET - HVAC TITLE WINDOWS TECHNOLOGY CLEAN ROOM AREA BUILDING 9 -140 MECHANICAL MASTER COL. - DEV. CENTER, WA CURRENT REVISION SYMBOL SHEET 1M1 JOB NO. DATE COMP NO. DWG NO. 9- 140 -1 M1 C.O. PLUG W/ REMOVABLE INSULATION OPEN VENT CAP (TYP) i CHARGE PORT /SCHRADER VALVE (TYP) REFRIGERANT VALVE (TYP) ( ) SCHRADER VALVE (TYP) THERMAL EXPANSION BULB DX COIL 1" RIGID FIBERGLASS BOARD INSULATION OR R -VALUE ON PLAN J 22 GA. GALV. SHEET METAL BLANKOFF OVER ALL UNUSED PORTIONS OF LOUVERS. SEAL AROUND PERIMETER OF BLANKOFF WITH SILICONE CAULK. DUCT PLENUM SIZE VARIED, 12" LOUVER (SEE ARCH.) D � � _ ;, ' 7 ��PLNCE �R�� DEC / I i 2 (� ° r i n �' l �" rila ,.___ `itris� "� p °- -/ `S 0 B01� of was . i _ �` MIN ROTATE CLEANOUTS TO ALLOW RODDING z AHU,FCU OR RTU INSULATE ALL PIPING II 1 SUCTION ^.. �., _ _ I M LIQUID I IF REQUIRED RE: SPECIFICATIONS I I ■■ p ■^" I SEE PLAN DWG. A STRAINER EXPANSION VALVE SOLENOID VALVE SIGHT GLASS (TYPICAL DX EVAPORATOR COIL PIPING TO FLOOR DRAIN SIGHT GLASS LIQUID LINE : : i i AIR COOLED DX CONDENSING UNIT 1 " AIR GAP MIN. _ VIBRATION ISOLATOR, RAIN RE: SPECIFICATIONS DLp,g OR ROOF CONCRETE HOUSEKEEPING PAD, RE: SPECIFICATIONS � I �j I I I ' ' SUCTION LINE tit (INSULATED) REMOVE BIRD SCREEN, APPLY SILICONE CAULK SEAL. REPLACE BIRD SCREEN PRIOR TO ATTACHING DUCT/BLANK-OFF / TYPICAL INSULATED LOUVER BLANKOFF /DUCT CONNECTION FILTER / DRYER SCHRADER VALVE TYPICAL DX ( CONDENSING UNIT PIPING DRAWTHROUGH COIL : x x +1 "MIN WHERE X = STATIC PRESSURE BLOWTHROUGH COIL : 2X 1 "MIN AT DRAIN HOLE IN PAN ( TYPICAL CONDENSATE DRAIN PIPING 1 M2 NOT TO SCALE N...--, NOT TO SCALE N______, TO SCALE 1M2 12 NOT TO SCALE ROUND OFF BOLT HEADS OR TACK WELD TO PREVENT 1 -1/2" x 1 -1/2" x 3/16" GENERAL NOTES: A a ' ' RESILENT CAULKING 25 GA. MIN METAL SLEEVE PIPE '•1 _Imi REMOVAL. TYPICAL BOTH ANGLE FRAME CONTINUALLY SIDES OF WALL WELDED AT CORNERS OR 1. ANCHORAGE TO CONCRETE WALL SEAMS. SECURE ANGLES OR SOLID BRICK, USE HILTI KWIK 1 OGA STEEL SLEEVE © 4" O.C. MIN. BOLT II EXPANSION ANCHORS 3/8 "0 (MIN.) HUMIDIFIER - SEE SCHEDULES 11110 FIBERGLASS INSULATION M1' ;,; ;,, . 1.5 PCF MAX, 100% FILL PIPE INSULATION PARTITION, CEILING, ROOF CONSTRUCTION. OR FLOOR CO AO CORNAERS ORLDED SEAMS. EXTEND +/- 3 -1/2" EACH SIDE ■\ \ 2. ANCHORAGE TO HOLLOW CONCRETE BLOCK, USE HILTI TOGGLE BOLT SEE DRAWING DRAIN LINE FOR MAKE UP 1 1 NOTES: PROVIDE PITCH POCKET CONSTRUCTION, ADDITIONAL FLASHING OR WEATHER CAP AS REQUIRED FOR WATERPROOF CONSTRUCTION. DO NOT MECHANICALLY TIE PIPE TO STRUCTURE IN ANY WAY. SPACE BETWEEN PIPE AND SLEEVE SHALL BE FREE OF ANY FOREIGN MATERIALS. PIPE SHALL NOT CONTACT STRUCTURE AT ANY TIME. WEDGES SHALL NOT BE USED TO MAINTAIN PIPE POSITION. PIPE MUST BE APPROXIMATELY CENTERED IN OPENING. PROVIDE ADDITIONAL CLEARANCE FOR POSITIONAL CHANGE OF PIPE DUE TO LOADING OF PIPE OR OPERATION OF SYSTEM. r ISOLATED PIPE PENETRATION FROM WALL �� ` :..� (CARBON STEEL) 3/8"0 (MIN.) WATER SIZE '$ Ilk 12" MIN NONSECURE SIDE SECURE SIDE 3.ANCHORAGE TO METAL STUDS AND + ` J Z – GYP. BOARD WALLS, USE CARBON STEEL CONTINUATION DUCT THROUGH BOLT, 3/8 (MIN.) IF APPLICABLE 4.PROVIDE CARBON STRUCTURAL STEEL 3/4" CARBON STEEL BARS OR ANGLES & SHEETS PER ASTM A36. STAINLESS SURGICAL STEEL BARS DEPENDING ON SECURITY REQUIRMENTS. 5.IT IS PREFERRED TO LOCATE ANY CONSULT OWNER FOR REQUIRMENTS. ACCESS DOORS IN SECURED AREA. SPACE AT 12" Q.C. ONE DIRECTION PROVIDE ACCESS DOORS WITH LOCK AND 6" O.C. 2ND DIRECTION. WELD TO HASP WHEN DOOR IS LOCATED (0 ® vir ` ` / OVER FLOW DRAIN INLINE WATER 1" MIN FILTER FLOOR DRAIN �r��fir�i�ii�i ��.��..■��. SLEEVE AND AT CROSS POINTS. IN NON SECURED AREA. SELF CONTAINED HUMIDIFIER �� A / / ...4 r (APPROX. 82% FREE AREA). 6.IF THE AREA OF ANY OPENING DOES NOT P. BREAKAWAY SLIP JOINT TY ( ) EXCEED 100 SQUARE INCHES, THESE 1 NOT TO SCALE 1 M2 NOT TO SCALE r OPENINGS MAY BE COVERED WITH 9 EXPANDED STEEL MESH, WHICH 1/4" MAX CLEARANCE MAX 1/8" EXTENSION WALL -GAUGE B IS FIRMLY ANCHORED TO THE WALL STUDS INSIDE THE SECURED AREA. ` RAG IN CEILING BALANCE DAMPERS TO FLOWS AS NOTED ON DRAWINGS BAR (TYP) VENT TO ATMOSPHERE I� THERMOMETER UNION ' TO AIR 8 HANDLING UNIT (TYP) TOP VIEW BALL VALVE (TYP) O GISTE��'�� cl a ,,, ;=. -.: � `' r� Y STRAINER Ilk 40 , � �r r/ ti • REDUCER (IF REQUIRED) HVA �- 2 ;s _.-- I y - .� l yl SUPPLY � 1 EXPIRES 1/29/2008 444 P AND T TAP 000* ,..... T _— OVERFLOW TO FLOOR DRAIN CHECK VALVE �� ermanson FAN POWERED HEPA DIFFUSER WITH SIDE INLET CAN y ISO VIEW , DISCHARGE TO BOILER F ACCESS CLEARANCE (VERIFY) SIMPLEX CONDENSATE PUMP DETAIL JUL 2 g DUCT SECURITY BARS Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 vwvw.hermanson.com Contractor Reg #: HERMACLOO5BJ � FAN POWERED HEPA - DUCTED RECEIVED � 1 M2 NOT TO SCALE CITY OF T!_lI wiLA NOV 01 200/ PE CENTER 1 NOT TO SCALE Scale NONE 1 M2 NOT TO SCALE Drawing Number C- 0148 -0007 ISSUED FOR PERMIT Project Number 1 1 -7 -0007 Issue Date 09/12/2007 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ei _ . _ 4 TA 7A EA ® ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DRAWN ER DATE SUBTITLE DETAILS SHEET - HVAC CURRENT REVISION SYMBOL DATE 90% REVIEW SET DN 09/12/07 CHECKED DN SHEET 1 I► 2 M2 PERMIT SET DN 10/09 /07 EDNNGINEER TITLE WINDOWS TECHNOLOGY CLEAN ROOM AREA BUILDING 9-140 40 MECHANICAL MASTER COL. - DEV. CENTER, WA APPROVED BY DEPT. DATE D CHECKED JOB NO. COMP N0. APPROVED DWG No. 9-140-1M1 APPROVED SYM REVISION 90% REVIEW SET PERMIT SET • • ! 'N''l" 1 1 l�l 1r BY DN DN APPROVED ii DATE SYM 7'X7' L TYP 7 REVISION 12' SLIDING GATE x— x x BY ( H7 -1 TY ' 8) R AREA FOR UNITS, MT ON ; " ALL 14'X5' FOOTPRINT) MIN. P D BY G fir=_ APPROVED PALLET RACK x x x auod o. uo x �N 1NI H 1 ABLE CD DATE 09/12/04 10/09/07 ASSLNILL'( HIv1 L/) - ul(Jap ,91 „09x„82 84 f (11_1 1.1E {_, r� F'Rr ;� . HD -1 ( 5) • UPf r' 1 CLEAN ROOM PLAN - HVAC SCALE: 1/8" = 1' -0" CJ 0 (_ - cp- c_n. u1��p ,9LL „09x.,82 J SCALE: 1/8" = 1'--0" SECURITY BARS BEHIND 36X48 LOUVER (45% FR IN EXISTING GLAZING SYSTEM BY G.C. WITH B - 11' -6" ABOVE GRADE N E� FIRST FLOOR PLAN - HVAC Q,�BOE /NG c �— EP H f POVE j N) RELOCATED T'STAT- ARE MIN. L J1 APPROVED BY MEN NiNo's\ JANITOR CLQ' C A v E 0 -- ti E d m" TORAGE 1_ ;71=E∎r1 i 101' ,M CU -2 CU--1 24X m ' -w�� u m 0 • A: ° F100 F- 1 26X1 ow 100 I-2 ioTT DN AHU - 1 200 Hy' RELOCATED T'STAT SECURITY BARS IN WALL DUCT PENE. o I r" R ��. _ f- RELOCATED VAV BOX BY BOEING t4. 18X36W R 7) A 140W ) i A s i AHU 30X24SL F - 100 1 -_ 1 0w DN 26X10W (TT 4 P.JENJ JANITOR 1 W0NE J I EAST HALLWAY ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DEPT. DATE 7 DRAWN ER CHECKED DN ENGINEER DN CHECKED APPROVED APPROVED DATE M 01 NOTE: O i$" SUCT. (INSUL), 2" LIQ. FROM CU TO AHU UNITS 0 4" CONDENSATE, SLOPED TO NEAREST DRAIN WITH 1" AIRGAP. PUMP AS REQUIRED 0 MOUNT UNIT ON MASON SUPER -W WAFFLE PAD (OR EQUAL); BOLT TO SUPPORTS. ® ROOF MOUNT SUPPORT STANDS FOR AHU (Sc ASSOCIATED MECHANICAL SYSTEM BY CLEAN ROOM MFG. DO NOT HANG MECHANICAL ITEMS FROM ROOF STRUCTURE a SEAL ALL PENETRATIONS OF CLEAN ROOM AIRTIGHT (TYP) © BALANCE SYSTEM TO MAINTAIN +0.03" MIN PRESSURE FROM CLEAN ROOM TO ADJACENT AREAS. O7 GRD RELOCATION AND SIZES BY BOEING. Q 120 WYE WITH 100 TAP & VD TO RAG, UNO Q 150 CFM, 80 FROM AHU 10 360 CFM, 100 FROM AHU © 210 CFM, 80 FROM AHU 12 SET AT 72 °F WITH ±5° SWING MAX (3° PREFERRED) 13 CLASS 100,000 CLEAN ROOM © N 35 ACH /5FPM 14 1" MUW TO HUMIDIFIER 15 120 WYE WITH 80 TAP & VD TO RAG, UNO RECEIVED CITY OF Tti;<wiLP NOV 01 2007 PERMIT CENTER ISSUED FOR PERMIT SUBTITLE FIRST FLOOR PLAN - HVAC TITLE MECHANICAL MASTER WINDOWS TECHNOLOGY CLEAN ROOM AREA BUILDING 9 -140 COL. -- DEV. CENTER, WA REVIEWED FOR CODE COMPLIANCE APPROVED jEC i 2001 City Of Tukwila BUILDING DIVISION CURRENT REVISION EXPIRES 1 /29/2008 Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ Scale 1/8"=1'-0" Drawing Number C -0148 -0007 Project Number 1 1 -7 -0007 Issue Date 09/12/2007 SYMBOL SHEET 1M10 JOB NO. DATE COMP NO. DWG NO. 9- 140 -1M10