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Permit M10-020 - WESTFIELD SOUTHCENTER MALL - JOLLIBEE / RED RIBBON
JOLLIBEE /RED RIBBON 1372 SOUTHCENTER MALL M10 -020 City o1.Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspectio n Request Line: 206 -431 -2451 Web site: http: / /www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: 9202470010 Address: 1372 SOUTHCENTER MALL TUKW Project Name: JOLLIBEE /RED RIBBON Permit Number: M10 -020 Issue Date: 05/19/2010 Permit Expires On: 11/15/2010 Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BL, 12TH FLOOR , LOS ANGELES CA 90025 -1748 Contact Person: Name: TRICIA RUSSEL Phone: 817 - 635 -5696 Address: 711 N FIELDER RD , ARLINGTON TX 76012 Email: Contractor: Name: TILTON PACIFIC CONST INC Address: 4150 CITRUS AV , ROCKLIN CA 95677 Contractor License No: TILTOPC909CP Phone: 916- 630 -7200 Expiration Date: 02/16/2012 DESCRIPTION OF WORK: NEW RTU, EXHAUST FAN, TYPE I HOOD, MAKEUP AIR Value of Mechanical: $35,000.00 Type of Fire Protection: Fees Collected: $607.81 International Mechanical Code Edition: 2009 Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of w S . I am authorized to sign and obtain this mechanical permit. Signature: �� Date: Print Name: 'pl� ���/ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M10 -020 Printed: 05 -19 -2010 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 Parcel No.: 9202470010 Address: Suite No: Tenant: PERMIT CONDITIONS 1372 SOUTHCENTER MALL TUKW JOLLIBEE /RED RIBBON Permit Number: Status: Applied Date: Issue Date: M10 -020 ISSUED 02/11/2010 05/19/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Readily accessible access to roof mounted equipment is required. 6: 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. 7: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: 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. 12: ** *FIRE DEPARTMENT CONDITIONS * ** 13: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 14: Maintain existing smoke removal system smoke detectors and exhaust fan(s). Existing smoke removal system will be tested for functionality. 15: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) doc: Cond -10/06 M10-020 Printed: 05 -19 -2010 • �J.(.`N ALA ►vqs 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 16: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 17: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 18: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 19: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 20: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 21: All fire alarm conponents to be tied to the main mall fire alarm panel. 22: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 23: A Type 1 hood shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease vapors. Each required commercial kitchen exhaust hood and duct system required by section 610 of the International Fire Code to have a Type 1 hood shall be protected with an approved automatic fire - extinguishing system installed m accordance with this code. (IFC 610.2, IFC 904.2.1 and IFC 904.11) Automatic fire - extinguishing systems shall comply with UL 300 or other equivalent standards and shall be installed in accordance with the requirements of the listing. (NFPA 96, 10.2.3) 24: Type I hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. (IMC 507.2.1.1) 25: Local U.L. central station supervision is required. (City Ordinance #2051) 26: All new automatic fire - extinguishing systems and all modifications to existing automatic fire - extinguishing systems shall have fire department review and approval of drawings prior to installation or modification. 27: Portable fire extinguishers shall be provided within a 30 -foot (9144 mm) travel distance of commercial -type cooking equipment. Cooking equipment involving vegetable or animal oils and fats shall be protected by a Class K rated portable extinguisher. (IFC 904.11.5) 28: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 29: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 30: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) doc: Cond -10/06 M10-020 Printed: 05 -19 -2010 • • wq City of Tukwila � sy . 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. tukwi la. wa. us 31: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes such condition or violation. 32: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila (206)575 -4407. * *continued on next page ** does not imply approval of Fire Prevention Bureau at doc: Cond -10/06 M10 -020 Printed: 05 -19 -2010 • • \wqs 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 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: Print Name: (/e f7 A a97/ doc: Cond -10/06 M10 -020 Printed: 05 -19 -2010 CITY OF TUKWILIP Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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 ** c 372. 5 6�,>, R[t� -D CYO 0 �� / King Co Assessor's Tax No.: 7'-' Site Address: 633 Sou714rev er x'70 /! t c-e I.308 ?5%2 Suite Number: 8/31Z Floor: j Tenant Name:. 10 /hI€ /,eeq/ ,&4A40a Property Owners Name: Mailing Address: New Tenant: Yes ❑.. 0 Name: -pi,' q IRt, Sgt' Mailing Address: 7/1 /V. it72/ekr �9'• City State Day Telephone/8/7)63S -5416 Zip ftriiAlfinA/ 7X �'O/Z City 1 Zip E -Mail Address: Fax Number :(D I%/ �P 55- $1.99 Zt VO��li. ®�tOcia 8 • P., Jt .,A1 i, T (Contractor n echantcal(pg 4)foe lumgm< g -anjf ,a' -' § }$t'la p\-l1 n Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip Company Name: Col'/ /o,.j eY t/. qA/ AfC1/1) - Mailing Address: 7/1 A/. /e /l�f r Arl4v —7%X 740/2 City t State Zip Day Telephone(J/7 635 - 5496 FaxNumber; �f7 tio3r7" 5tv �i Contact Person: T; i q gti” e/ E -Mail Address: % ifs mitsGbwetm`piFf3 Eq ne � ? n b- r•",... 'fti 7tt >.?. J,-i• r"E ?z.19jt '',�i _ ...vim 4'- SLLL>� =iS.. Se.�� ,ti �;3i%i {�a.''l.k $�4- {. +, .f.4•r..r:.�r Company Name: 176 a..t ?Q.Nt.1 CoNtS 01.14n j E 1g . Mailing Address: (035 in/e.s4 poe4 Parkw Jui// te #(5C0 6141)00 73( 76o51 ,{-� City • State Zip Contact Person: L/bi.t ? -en/AJ Day Telephone: ( / J7) *0 — ZS.rB E -Mail Address: Fax Number: H:\Applications\Porns- Applications On Line\2009 Applications \1-2009 - Permit Application.doc Revised' 1 -2009 bh Page 1 of 6 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: City Day Telephone: Fax Number: State Zip Valuation of Mechanical work (contractor's bid price): $ *, c DOO FAA/ Scope of Work (please provide detailed information): 14-Etu %LT U ) 1r71,1� <T AA/ 1 '1 IPf L !Jt f^{L ,cF GO R 2 Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... Fuel Type: Electric Gas....12 Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/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 Incinerator— Comm/Ind H:Wpplications\Forns- Applications On line\2009 Applications \1 -2009 - Permit Application.doe Revised: 1 -2009 bh Page 4 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER R_AU'1'H D AGENT: Signature: // �� 4, Print Name: DNA, `-i U lee— 10 13'011/(4-S (.Lv'E' r if i■ Day Telephone: 141A 11) qt. State Zip Date: Mailing Address: 6,r;:? Qust-keFAivrt.teL City Date Application Accepted: L -1 HO Date Application Expires: €3,, , 6 ` l ,l Staff Initials: i i "11 H:Vspplieationaorrns- Applications On line'2009 Applications1l -2009 - Permit Application.doc Revised: 1 -2009 bh Page 6 of 6 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.: 9202470010 Permit Number: M10 -020 Address: 1372 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/11/2010 Applicant: JOLLIBEE /RED RIBBON Issue Date: Receipt No.: R10 -00881 Initials: WER User ID: 1655 Payment Amount: $486.25 Payment Date: 05/19/2010 01:09 PM Balance: $0.00 Payee: FORTUNE FOOD SERVICE COMPANY TRANSACTION LIST: Type Method Descriptio Amount Payment Check 57896 486.25 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 486.25 Total: $486.25 doc: Receipt-06 Printed: 05 -19 -2010 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.: 9202470010 Permit Number: M10-020 Address: 1372 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/11/2010 Applicant: JOLLIBEE /RED RIBBON Issue Date: Receipt No.: R10 -00239 Payment Amount: $121.56 Initials: WER Payment Date: 02/11/2010 11:47 AM User ID: 1655 Balance: $486.25 Payee: GARY WANG & ASSOCIATES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 9328 121.56 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 121.56 Total: $121.56 PAYMENT RECEIVED doc: Receiot -06 Printed: 02 -11 -2010 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Le t5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Proj .za;v l / , e /,(2r R, d 4, Type of Inpection: - , n/' / Address: 1372 s. (' . /-714 // bate Called: Special Instructions: Date Wanted: g- 3 /— � 0 ,,m' `pnr: Requester: Phone No: 9/4,3 /6 -5.-e-vi 12 Approved per applicable codes. Corrections required prior to approval. 7, COMMENTS: 7-)tpr rii'"/ (7 +170 /01j/ -° Date: (i'— .?/ —/l) $60. REINSPECTION F REQUIRE . Prior to inspection, fee must be • • at 6300 Southcenter vd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit AA l(d -02.0 INSPECT 1 NO. PERMIT War. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: R dress: t 3.9 2 £ C A44,41 Date Called: Special.lnstructions: Date Wanted: �� a.m. Requester: Phone No: 9ge.. -314-5 _ 4/ proved per applicable codes. Corrections required prior to approval. 8' COMMENTS: DFtie. ;1iA 1 — r ti'(1 a ° ✓our si.N' -' )1) Fpxrilimfig mei 1 Date: SPECTION FEE RE UIRED.fPri r to next inspection, fee must be d at 6300 Southcenter lvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit p�lO —oza INSPE(frION NO. PERMIT NQ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: �{ 0.<<< (2Obb/v3 lcloil :to rn Type of Inspection: S IM 01e'v — SLi t'f-boW71/4 Address: 372 s.a%.- cyte-b0,..), Paz ,VoN Date Called: 1->r 1A ooa 1 P '\ -Coo -- AAR- �? Special Instructions: 6,1414.. Date Wanted: C - I 7 - i 0 i P.m. Requester: Phone No: a IL.,— 314 --- g4=`1 / IDApproved per applicable codes. Corrections required prior to approval. COMMENTS: v%-,.: <<,P ut 66-k) A) _ A- P 0 rov dc.. 0 �" -Aplt s11\ 1 .. .r' — "IR \ Nir We_2111/ Vr 1A ooa 1 P '\ -Coo -- AAR- �? REINSPECTION FEE R QUIRED. rior to inspection, fee must be p.. idfat 6300 Southcenter Blvd , Suite 100. Call to schedule reinspection. pcei•t No.: 'Date: • INSPECTION NO. INSPECTION RECORD Retain a copKwith permit PERMIT NO CITY OF TUKWILA BUILDING DIVISION 11110 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P Type of Inspection: tcKe C _ d I J& f & i pJ i 2 ji0 v^ Address: Date Called: Special Instructions: Date Wanted: %._� - 0� p.m. Requester: Phone I l -MD -.5-64/ Approved per applicable codes. b5Cozections required prior to approval. COMMENTS: girr- /7P4d4 nspector ry - - Date: Rec 3 -! EINSPEC ION FEE EQUIR A. Prior to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION k 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 / / 2- 2 2 Project: . Q Al k Type of Inspection: 1/ Address: �7 ^< ` �, / 44, // D to Cal edi L Al SpecI7lnStr f i ionk' 3; Date Wanted: 6 Requester ril Phone No: ` ��� .?./ _may, Approved per applicable codes. Corrections required prior to approval. w COMMENTS: ef. /1/ ktw p- ' freA-ite/ 71-0 heey 3) 1,2 Ce11/4-23 Awe .49t:er Inspector: j Date: El $60.00 REINSPECTIO d FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southc nter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �ct� f i bee/4J ,, 6� Type i5 Inspection:_ r A f,e Address: j 3 C - f Date Called: Special Instructions: Date Wanted: ?--4 " � C3 -- p.m. Requester: Phone C 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p 65.r rAS F No --is _ L a/S 7r /4 /, :9 •t/ rA4-' Date: �/ -iU EINSPECTION FEE Rt EQUIREF3. Prior to inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Rec-ii, No.: Date: INSPE ION NO. INSPECTION RECORD Retain a copy with permit rx7i0 azd PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '2- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: /1' Eke ?e'/ //%b.,i S. T Type of Inspect on: . . e7-1 Address: /3 72 rte,'/ Date Called: Special Instructions: Date Wanted: 7- z 7- is �� �-m Requester: Phone No: 9/ -3/C- 5-Li// , ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: eleff. • --/7) tz" 02;e nspector Rec-'* 'o.: 7-10 PECTION FEE REQUIRED. Prior tab inspection, fee must be 0 Southcenter Blvd., Sui a 100. Cal to schedule reinspection. Date: 7 INSPECTION RECORD Retain a copy with permit INSPEr" ON NO. PERMIT NO." CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 AM) -02-6 c ��e \lJ �� �� r d j� Type of Inspection: ( r'Q n ,DUcX' �Sc� Address: 3 2_ S Ate( Date Called: Special Instructions: Date Wanted: `mom 7 -24"to p. it Requester: Pho No: 9(67 —' 1t -672 l5 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 Sc.3r0t4< Lk) e1 c► p6)- I,s-.", c /� - co re 4-4. -P ,-.fAA'C . \\( / ii \ 'k" e- Insp -cto -. $60.0 paid Date, 7 REINSPECTION FEE EQUIRED. P or to inspection, fee must be t 6300 Southcenter Bl •., Suite 100.: all to schedule reinspection. t No.: Date: -0 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Mtv emir .= t \J (J11, l ee OM 2' Type of Inspection: R��� �.. _. I �.� Address: 1392_- C JA A-{ l ate Called ._._._ Special Instructions: Date Wanted: —7 —Ib—r b _ yam. P.m. Requester: Phone No 2o( — 37 I —573E( Approved per applicable codes. El Corrections required prior to approval. COMMENTS: kda.444u;ri .teh)fiA ..041.#te/ki Inspector: -4011. Date:7/16/000 n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. ''''CITY OF TUKWILA BUILDING DIVISION '9-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 4_b /)1 to --02. Pr ct: , 4 o I ` , 1Dee (R,c( g,bboN„ Type of spection: wi-4, ti --.1K_ (U..) d U J eJ C701-4 1 €. pZL(t-r- Address: 1312 r^A` Date Called: 5kt°I v� ie. — >J d\>.‹- — Oc4 Special Instructions: Date Wanted: %' I j — f (.3 m. Requester: Phone No: at I le r 3 l (o --.5 , Li 1 IIApproved per applicable codes. Corrections required prior to approval• g COMMENTS: 4' (U..) d U J eJ C701-4 1 €. pZL(t-r- ril..), 5kt°I v� ie. — >J d\>.‹- — Oc4 1 ' - 0 Iki -b da)► - kJE specto El $6 .0 pa 1Recei Da e: REINSPECTION FEE REQUIRED: Prior to inspection, fee must be t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: 1/13/06 T.F.D. Form F.P. 113 s _ w 1/13/06 T.F.D. Form F.P. 113 as .mairieL.Thmiz aZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENRDIFD CONSTRUCTION TESTING AND INSPECTION DATE: 07 -27 -10 PROJECT #: 06610086 AUG 04 2010' COMMUNITY DEVELOPMENT PROJECT: Sea Food City. (Red Ribbon) & (Jolliebee). LOCATION: 2800 South Center Mall FIELD REPORT NO.: 10086DFRO72710 -mb CONTRACTOR: BNB & Tilton Pacific PERMIT NO: 01004$ M10-020 INSPECTOR: Mark T Bush JURISDICTION: Tuckwilla WA KRAZAN PROJECT MANAGER: RGJ WEATHER: Sunny Clear 80F Grease Duct Re- Inspection On site as requested by contractor, to perform Grease Duct Re- Inspection. Met with contractor and Reviewed site plans and specs. Locations: Duct #2 @ F to F.8 / 60 line. (Jollibee). Duct #1 @ F to E.1 / 59.2 to 60 line. (Red Ribbon). 1. Contractor had welding crew fix issues stated in FDR report # 10086DFR072610 -mb on 07 -26 -10 2. Performed inspection on locations listed above and both locations with issues have passed inspection With 100 watt bulb. No Tight Teaks were present. Note: This report clears up DFR that was in none conformance. Work performed to site plans, specs. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ❑ / WAS NOT ❑ performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician af;d ggS6A. Offices Serving the Western United States Form 1501 r.2 Effective Date: 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. I'1I'ZaIl.. &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL IRSGENED CONSTRUCTION TESTING AND INSPECTION AUG 0 4 20101 FIELD REPORT NO.: 10086DFR072610 -mb COMMUNITY DATE: 07-26-10 DEVELOPMENTONTRACTOR: BNB & Tilton Pacific. PROJECT #: 06610086 PERMIT NO: 0.443-844.M10-020 PROJECT: Sea Food City. (Red Ribbon) & (Jolliebee) INSPECTOR: Mark T Bush / Dan Ridner. LOCATION: 2800 South Center Mall JURISDICTION: Tuckwilla KRAZAN PROJECT MANAGER: RGJ WEATHER: Sunny Clear. 80 F Grease Duct Inspection. On site as requested by contractor, to perform Grease Duct Inspection. Met with contractor and reivewed Site plans and specs. Locations: Duct #2 @ F to F.8 / 60 line. ( Jollibee) Duct #3 @ F to E.1 / 59.2 to 60 lines. (Jollibee) Duct #1 @ F to E.1 / 59.2 to 60 lines. (Red Ribbon) 1. Performed Grease duct inspection with 100 Watt bulb through out Duct areas. Found two pin holes were Light Passed through. Notified contractor of issue and Welders are on the way to correct issue. 2. Grease ducts that need re- Inspection are #2 and #1. Contractor will call for re- inspection. Equipment/Asset Number(s): To the best of my knowledge, the above WAS 0 / WAS NOT 0 performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician Offices Serving the Western United States Form 1501 r.2 Effective Date: 12 -20 -07 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. FILE CO h'sY Permit No. Commercial Kitchen Hoods Installation, Operation, and Maintenance Manual REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2010 City of Tukwila BUILDING DIVISION IRECEIVINGIAND INSPECTION unit checkfor,'any rntertor and'l ""extenor, damageand cif foul the carrier IAlso check that accessory .items are accounted {.'� 7-11;74i. �in�i�x�.';: _ � - .�ki�.il+ei,,.pn'k�tP Jh4� t�.', ?�- 4'u� ).a�,.t,N ^a';'.�Ft:'� �?..? '.^a�„.,_.i.^5:?a?'t",��✓�±,_s. ,�4i st p �i a"� ! p?,�{m 4 �rc.79,rgr:r!4471Al14! 3 Cx?. rF.,. <?il�) xPxC : {�,Id`t4 xhc;r� ��? WARNING!!! ,?33 ,•.,•as 44c�a�r:. is� Installation,offthis unit shouldtonly be'performedjby a qualified professional wh'o1hasrread an m3f °si X31' �� ki6G8S� di3 F. n d sns "� k d X aAri^�ik P.:3�u�" ;�� b3 c" understand these mstructtons andli familiar rwith proper safety `lprecauttons�r Read 0i q* -sPtu� v4 a .t``.. -v4 tr it :`-v/f,t' 3. 4. 3 7.:-U !,. r,e� m s"+.6, ;.F ..1 < . ,.{?41- + fij� ' ,. g 3 t� manual thoroughly befo)re)�iinnstal�lymg orese�rvtcing� this equipment F ar�a ; �as Xti , v^v, tit :. '"°• a -Y—i? `° _�,' p..1 .aMiYE".�.'nft 6 .'.5. W,. �.."LI''s�+1��Bd.-.t` iL , i, r�,V. -4 4. '. 9'.- , 0 E g.., Save these instructions. This document is the property of the owner of this equipment and is required for future maintenance. Leave this document with the owner when installation or service is complete. crtneflif&A APR 13 2010 PFAUCENTER August 2009 Rev. 3 INCOMPLETE A4 to t.TR# OZQ TABLE OF CONTENTS WARRANTY 3 LISTINGS 4 INSTALLATION 4 Site Preparation 4 Clearance Reduction Methods 5 Installation of a Single Hood 6 Basic Hanging Angle 8 Full Length Hanging Angle 8 Corner Hanging Angle 9 PSP Hanging Angle 9 Side View of Typical Hood 10 End -to -End Hoods 10 Hanging Detail for Multiple Hood Models Hung End -to -End (Hemmed Ends) 11 Hanging Detail for Multiple Hood Models Hung End -to -End (Flanged Ends) 11 Hood Connection Detail for Multiple Hood Models (Hemmed Ends with Trim Strip) 12 Hood Connection Detail for Multiple Hood Models (Flanged Ends w /out Trim Strip) 12 Back-to-Back Hoods 13 • ' • Harngin.Detail for Hoods Hung Back -to -Back 13 Guidelines for Ductwork Installation 14 • Installation of Hood Accessories 15 Back:Return Installation 15 Bolt- Together Standoff Installation 17 Back and Side PSP (Perforated Supply Plenum) Installation 18 AC -PSP Installation 19 Wrapper (Enclosure Panel) Installation 21 .End -panel Installation 25 Quarter End panel Installation 26 y9Insulat0d:End panel Installation 27 Backsplash Installation 28 OPERATION 30 Performance Evaluation 30 Guidelines before Beginning 30 External Factors which may affect Hood Performance 31 Using a Shortridge Instrument 31 Calculating Make -up Air CFM with a Shortridge Instrument and Spreadsheet 32 Calculating Make -up Air CFM without a Shortridge Instrument 32 Calculating Exhaust Air CFM with a Shortridge Instrument and Spreadsheet 32 Calculating Exhaust CFM without a Shortridge Instrument 32 Adjustments 33 Conclusion 33 Complete Equipment List for Performance Evaluations 33 Troubleshooting 34 Troubleshooting Chart 34 MAINTENANCE 35 General Maintenance 35 Daily Maintenance 35 Quarterly Maintenance 35 Start-Up and Maintenance Documentation 36 Job Information 36 Hood Information 36 „ ,, .. Maintenance Record 36 Factory Service Department 36 2 WARRANTY This equipment is warranted to be free from defects in materials and workmanship, under normal use and service, for a period of 12 months from date of shipment. This warranty shall not apply if: 1. The equipment is not installed by a qualified installer per the MANUFACTURER'S installation instructions shipped with the product, 2. The equipment is not installed in accordance with federal, state and local codes and regulations, 3. The equipment is misused or neglected, 4. The equipment is not operated within its published capacity, 5. The invoice is not paid within the terms of the sales agreement. The MANUFACTURER shall not be liable for incidental and consequential losses and damages potentially attributable to malfunctioning equipment. Should any part of the equipment prove to be defective in material or workmanship within the 12 -month warranty period, upon examination by the MANUFACTURER, such part will be repaired or replaced by MANUFACTURER at no charge. The BUYER shall pay all labor costs incurred in connection with such repair or replacement. Equipment shall not be returned without MANUFACTURER'S prior authorization and all returned equipment shall be shipped by the BUYER, freight prepaid to a destination determined by the MANUFACTURER. 3 LISTINGS This hood is ETL- listed to standard UL710 when installed in accordance with these installation instructions and National Fire Protection Association Standard "NFPA 96, Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations." INSTALLATION It is imperative that this unit is installed and operated with the designed airflow, filters and construction in accordance with this manual. If there are any questions about any items, please call the service department at 1- 866 - 784 -6900 for warranty and technical support issues. WARNING: IMPROPER INSTALLATION, ADJUSTMENT, ALTERATION, SERVICE OR MAINTAINANCE CAN CAUSE PROPERTY DAMAGE, INJURY OR DEATH. READ THE INSTALLATION, OPERATION AND MAINTENANCE INSTRUCTIONS THOROUGHLY BEFORE INSTALLING OR SERVICING THIS EQUIPMENT. Site Preparation 1. Provide clearance around installation site to safely rig and lift equipment into its final position. Consider general service and installation space when locating unit. 2. Locate unit close to the space it will serve to reduce long, twisted duct runs. 3. Thoroughly review the plans and specifications of the project. 4. Determine the exact location in which the cooking hood will be installed and verify that there are no interferences which will prevent proper installation. 5. Verify that all overhead beams and angles are structurally strong enough to support the weight of the hood and hanging system. It is often necessary to strengthen existing structural beams, as they are not designed to carry the weight of a stainless steel hood. Refer to the project submittal drawing for hood weight(s). It may also be necessary to create a support structure suspended from the ceiling joists to better align with the desired hood location. 6. Determine if adequate room is available to install the hood and all ductwork with proper clearances from combustible material. IMC, NFPA96 and local authorities having jurisdiction call for a minimum clearance (typically 18 inches) between the cooking hood(s), exhaust ducts, and building materials which are combustible. However, IMC and NFPA96 outline acceptable clearance reduction methods; most authorities accept the clearance reduction methods approved in the manufacturer's ETL listing. See Figure 1. It is important to check with the local authority having jurisdiction to determine that the installation method is satisfactory to meet their requirements prior to installing the equipment. wea+���e*�+°m �nl �rs�r+.ru�ev ,rxr��a•.,.., , >....r�; -..� . FOLLOJNLSMACNA GU DES °AND�COMMENDATISMT R T ZHANGING AND iN$TIALLt'ATIONFOFAHOODS'.' amp ABM: 4 Clearance Reduction Methods Top Clearance Reduction Options Typical Section View of Listed hood ,,-1' layer of msulabon Factory Installed on top of hood (optional) Meets 0 inch requirements For clearance to combustible surfaces as outlined below I Typical Section View of Listed hood '-3' un- insulated airspace Factory Installed on top of hood (optlonol) Meets NFPA96 requirements For clearance to limited combustible surfaces End Clearance Reduction Options 1' layer of insulation Factory -\ Installed on end of hood (optional) Meets 0 inch requirements For cleoronce to combustible surfaces as outlined below Typical Front View of Listed hood 0,-3' un-insulated airspace factory installed on end of hood (Optional) Meets NFPA96 requirements For clearance to limited combustible surfaces Back & Front Clearance Reduction Options 3' u - ansulnted back standoff factory installed. Meets NFPA96 requirements For clearance to limited combustible surfaces OR 1' layer of Insulation factory ,stalled — in 3' standoff. Meets 0 inch requirements For clearance to combustible surFaces as outlined below Clearance Reduction Methods: ' layer of insulation factory Installed In Front of hood Meets 0 inch requirements for clearance to combustible surfaces as outlined below Clearance reduction methods have been evaluated and tested and are certified by ETL. The method of test was derived from UL 710 with temperature criteria taken from appropriate standards. The hood may be installed with a 0 inch clearance to combustible materials per ETL if constructed in one of the following methods: • 1 inch thick min. layer of insulation of type Owens Corning Type 475 or Johns Manville Type 475 or listed kitchen exhast duct insulation. • I inch thick mm_ insulated backsptash. Insulation of type listed above • Back Return (BR) supply plenum with 1 inch thick min, insulation of type listed above. To comply with the ETL certification. the cooking appliance must be located: • At least 6 inches from the rear wall. • At least 24 inches below the bottom edge of the hood. • Cooking surface must not exceed temperatures above 700 °F. The hood may be mstalled with a 3 mch clearance to limited combustible materials per NFPA96 if constructed in one of the following methods: • 3 inch factory installed rear un- insulated standoff. • 3 inch factory installed top wrapper or enclosure panel system. • 3 inch factory installed end standoff Figure 1 5 Installation of a Single Hood The following is a step -by -step procedure for installation of the ventilation hood. 1. Uncrate the hood, being very careful not to dent or scratch the outer surface. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. Refer to the installation drawing for typical details of the ventilation system prior to hanging the hood. Check the nameplate on the equipment to make certain it meets the specifications provided by the architect and /or engineer. If discrepancies exist, notify the manufacturer immediately. The nameplate will also give information regarding the following: • Clearance from cooking surface to front lower edge of the hood • Minimum exhaust air flow • Maximum supply air flow (if applicable) • Minimum front overhang from cooking surface • Minimum side overhang from cooking surface • Maximum cooking surface temperature • Replacing fusible links for exhaust and supply damper (if applicable) • Replacing filters 2. Determine the height at which the hood will be hung: Canopy hoods are typically hung so that the front lower edge of the hood is within 6'6" - 7'0" AF F. However, the hood should be hung so that the proper clearance from the cooking surface to the front lower edge of the hood is maintained. See nameplate for clearance from cooking surface to front lower edge of hood. Exact hood hanging height should be verified with local authorities having jurisdiction. Note: If there are wrappers (enclosure panels) with the order, measure down from the ceiling the height of the wrappers. That will be the top hanging height of the hood as long as the following criteria are met: • The front lower edge of the hood is within 6'6" to 7'0" AFF, • The front lower edge of the hood is within the clearance requirement from the cooking surfaces, and • The top of the hood is at least 3" away from the ceiling. If the hanging height based on wrappers does not fall in this range, contact your local office. Backshelf hoods are typically hung at the maximum height allowed from the cooking surfaces. See nameplate for clearance from cooking surface to front lower edge of hood. Exact hood hanging should be verified with local authorities having jurisdiction. Note: If there are wrappers with the order, measure down from the ceiling the height of the wrappers. That will be the top hanging height of the hood as long as the front lower edge of the hood is within the clearance requirement from the cooking surfaces. If the hanging height based on wrappers does not fall in this range, contact your local office. 3. If the hood has a back return, install it now. See the Installation of Hood Accessories section. 4. If the hood has a bolt- together standoff, install it now. See the Installation of Hood Accessories section. 5. If the hood has duct thermostats, install them now per the thermostat installation drawing. 6. Position hood on the floor in its approximate final position with the supply and exhaust risers on the hood located directly beneath the corresponding openings in the roof, if possible. It is 6 advisable to finalize the location using a plumb -bob or laser. Protect the hood when it is on the jacks to avoid dents, scratches, and other damage to the hood. 7. Proceed to weld exhaust duct to hood while on the floor, if possible. 8. Use 1/2" threaded rod to hang hoods. Drill 9/16" holes in the structural support system or use Unistrut® to line up with the welded -on angle mounting brackets on the hood. There are several types of mounting brackets depending upon the hood type; each, however, has a predrilled hole. See Figure 2 for detail. The structural integrity of the structural support system is the responsibility of the contractor and the structural engineer. There are also center hanging angles on hoods 12 feet in length and longer. Some backshelf hoods do not have hanging angles and must be anchored to back wall using the standing flange provided. Structural lagbolts must be used every 12 inches on center maximum and must be secured to studs behind wall. 9. The spacing on the hole for the modified support should line up with the mounting bracket on top of the hood. The top hanger should be 1/2" closer to the back wall than the mounting bracket on the hood to pull the hood against the wall. See Figure 3. 10. With the hood well protected against possible scratching, raise the hood into position using high lifts or equipment jacks at each end to keep the hood level. When the hood is elevated to the proper height, install 1/2" threaded rod between each mounting bracket on the hood and the modified support. Secure rods with heavy duty nuts and appropriately sized fender washers above and below the hanging angle. 11. Make final adjustments as needed to ensure the hood is hung level. Maintain tension on all rods to ensure the hood weight is evenly distributed. If it is necessary to stand or work on top of the hood, use pieces of plywood to evenly distribute weight on the hood so no damage occurs. 12. Brace hood to ceiling joists and wall(s), as applicable, so that the hood does not move. Secure hood to wall in a manner acceptable to the authority having jurisdiction. 13. If the hood has Back and /or Side Perforated Supply Plenums (i.e. PSPs), install them now. See the Installation of Hood Accessories section. 14. If an AC -PSP is to be installed with the hood, install it now. See the Installation of Hood Accessories section. 15. Install the exhaust ductwork. The entire exhaust duct system must be continuously welded, liquid tight unless it is Listed Factory Built Grease Duct. The duct must be welded to the hood exhaust collar and the roof curb cap must be welded to the exhaust duct. See Guidelines for Ductwork Installation - By Others. 16. Install the supply ductwork. See Guidelines for Ductwork Installation — By Others. 17. If the hood is equipped with a control unit, an installation wiring diagram will be provided inside of the control unit. The jobsite electrician is responsible for making the appropriate field connections. This includes all lights and duct/hood mounted thermostats. 18. If the hood is equipped with a factory prepiped fire suppression system, a certified fire system installer is responsible for completing the field hookup, testing, and certifying the system in accordance with the manufacturer's specifications and the local fire codes. If the hood is not prepiped, a certified fire system installer is responsible for installing, testing and certifying the system in accordance with the manufacturer's specifications and the local fire codes. 19. If the hood is equipped with wrappers (enclosure panels), end panels, and /or backsplash panels, install them now. See the Installation of Hood Accessories section. 20. Caulk the lower edge of the hood where it meets the wall. 21. Install light bulbs, light globes, and grease filters in the hood. 22. Install grease cups in the brackets /slots provided. 23. Use a stainless steel polish to clean the hood of dust or dirt acquired in transit. 24. It is recommended that the protective plastic sheeting remain on the installed hood until construction is complete, so as to avoid any damage to the equipment. WARNING: NEVER PUNCTURE THE HOOD GREASE CONTAINMENT AREA TO HANG HOOD OR TO HANG ITEMS FROM HOOD. PUNCTURING THE GREASE CONTAINMENT AREA WILL VOID WARRANTY AND LISTING ON HOOD. 7 Basic Hanging Angle 1/2' DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE STEEL HANGING ANGLE 1/2' DIA. HEAVY DUTY NUT AND WASHER - ONE ABOVE AND ONE BELOW HANGING ANGLE ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE - PUNCHED AT FACTORY Figure 2A Full Length Hanging Angle 1/2' DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE STEEL HANGING ANGLE 1/2' DIA, HEAVY DUTY NUT AND WASHER — ONE ABOVE AND ONE BELOW HANGING ANGLE ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE — PUNCHED AT EACH END AT FACTORY Figure 2B 8 Corner Hanging Angle 1/2' DIA, ALL THREAD ROD � CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE STEEL HANGING ANGLE 1/2' DIA, HEAVY DUTY NUT AND WASHER - ONE ABOVE AND ONE BELOW HANGING ANGLE ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE - PUNCHED AT FACTORY PSP Hanging Angle 1/2' DIA, ALL THREAD ROD CONNECTED TO ROOF JOIST � THROUGH ANOTHER HANGING ANGLE Figure 2C STEEL HANGING ANGLE 1/2' DIA, HEAVY DUTY NUT AND WASHER - ONE ABOVE AND ONE BELOW HANGING ANGLE ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE - PUNCHED AT FACTORY Figure 2D 9 Side View of Typical Hood Y -1/2" Q 1/2' SHORTER THAN DIMENSION 'X' BELOW /HOOD Q End -to -End Hoods SIDE VIEW OF TYPICAL HOOD Figure 3 SUPPORT STRUCTURE BY OTHERS FACTORY HANGING ANGLE The following is a step -by -step procedure for installation of end -to -end ventilation hoods. Refer to Figures 4 and 5. 1. Follow steps 1 through 10 of the Installation of a Single Hood section for each hood. 2. Adjust tension on hanging rods to position hoods so they fit flush with each other as shown in Figure 4. 3. Bolt the top of the hoods together. See Figure 5. 4. Once all of the hoods are hung, follow steps 11 through 19 of the Installation of a Single Hood section. 5. NOTE: Hoods having more than a 1/8" gap between them must be repositioned so that gap between hoods is <= 1/8 ". Run a bead > =1/8" of silicone sealant along the lower horizontal seam of the two hoods. Slip the U- channel trim, if applicable, over the seam as shown in Figure 4. Tape can be used to hold the U- channel in place until the silicone cures. U- channel is not required on hoods with Flanged ends. 6. Run a bead of the same silicone sealant along the front vertical seam between the two hoods. Slip the T -strip trim between the hoods if applicable. See Figure 5. T Strip is not required on hoods with flanged ends and fully welded, ground, and polished corners. 10 7. Proceed with steps 20 through 23 of the Installation of a Single Hood section. Hanging Detail for Multiple Hood Models Hung End -to -End (Hemmed Ends) LET UP ON TENSION SLIGHTLY TO BRING HOODS TOGETHER AT BOTTOM THREADED ROD TO JOISTS BY INSTALLING CONTRACTOR U- CHANNEL TRIM Figure 4A }HOOD $? t /2' FLATTENED HEM S/S U- CHANNEL TRIM Hanging Detail for Multiple Hood Models Hung End -to -End (Flanged Ends) LET UP ON TENSIM SLIGHTLY 111 TO BRING HOODS TO ETHER AT BOTTOM THREADED ROD TO JOISTS BY INSTALLING CONTRACTOR Figure 4B 11 Hood Connection Detail for Multiple Hood Models (Hemmed Ends with Trim Strip) Figure 5A Hood Connection Detail for Multiple Hood Models (Flanged Ends w /out Trim Strip) 3/0' Nu ICNDCN W111-1N 3 /D' MA, r30 .0 0 CGD \ w p OR 0011 CGNNECttON HOLES HOLES FROVIDED W HOOD END PA TOR 10-TED T061111fR TO MAY' HmDS FLUSH TO0E1H72 TOP OF N® I® 01 IBS BUTT =ETHER AND 011 GLL.CCD (SEE DETAIL) HOOD 91 Figure 5B 12 CAUJC N00` 'cram DRYING TCEETNE' NOM 11 • )4000 CONNECI1ON DEW! Back -to -Back Hoods The following is a step -by -step procedure for installation of back -to -back ventilation hoods. Refer to Figures 5 and 6. 1. Follow steps 1 through 10 of the Installation of a Single Hood section for each hood. 2. Adjust tension on hanging rods to position hoods so they fit flush with each other as shown in Figure 6. 3. Bolt the top of the hoods together by sliding a threaded rod through the connection bracket slots and fastening it into position by using heavy duty nuts and washers. See Figure 5. 4. Once all of the hoods are hung, follow steps 11 through 19 of the Installation of a Single Hood section. 5. Run a bead > =1/8" of silicone sealant on the lower horizontal seam between the two hoods. Slip the U- channel over the seam as shown in Figure 6. Tape can be used to hold the U- channel in place until the silicone cures. 6. Run a bead of the same silicone sealant along the side vertical seam between the two hoods. Slip the T -strip trim between the hoods. See Figure 5. T Strip is not required on hoods with flanged ends and fully welded, ground, and polished corners. 7. Proceed with steps 20 through 23 of the Installation of a Single Hood section. Hanging Detail for Hoods Hung Back -to -Back LET UP ON 1 TENSION \ SLIGHTLY TO BRING HOODS TOGETHER AT BOTTOM THREADED ROD TO JOISTS BY INSTALLING CONTRACTOR llllllllllllVl I� HUUD III lag" U- CHANNEL TRIM FLATTENED HEM HANGING DETAIL FOR HOODS HUNG BACK -TO -BACK Figure 6 13 HOOD NP S/S U- CHANNEL TRIM Guidelines for Ductwork Installation Ductwork is furnished by supplier only if specified by the customer. The following information is provided as a guideline only. Ductwork should be installed in accordance with the local codes and restrictions. It is the responsibility of the installer to check local codes prior to installing the ductwork. 1. All ductwork must be installed in the most direct manner possible. 2. Exhaust duct must be made of 16 gauge carbon steel, 18 gauge stainless steel or must be listed for use with commercial kitchen hoods and follow the manufacturer's listing. 3. Per NFPA 96, all exhaust duct seams and joints must have a continuous liquid tight external weld; exception would be Listed Factory Built Grease Duct. 4. Exhaust risers on the hood have been sized to achieve a velocity of 500 -2200 FPM, per NFPA 96, based upon the CFM required for the hood. Maintain the area of each riser when connecting duct offsets or transitions. 5. Branches should enter at gradual expansions and at a preferred angle of 30 degrees or 45 degrees if necessary. 6. When a "pantleg duct" is required to bring two ducts into one exhaust fan, observe the following in order to obtain desired performance: a. Use ONLY radius back and radius throat elbows. 2 to 2.5 diameter center line radius is recommended. b. Maintain the distance between the center lines of exhaust ducts at a maximum of 12' apart. c. The main duct going to the exhaust fan must be the sum of the area of the separate legs. 7. Supply air risers are sized around a maximum of 600 FPM. Maintain this area when installing ducts. 8. Do not use "flexible" type duct for supply duct. Only rigid type duct installed in accordance with SMACNA Low Pressure requirements will be acceptable. 9. Access Doors should be provided at the sides or at the top of the duct, as well as changes of direction. Please refer to your AHJ if questions on requirements for horizontal and vertical duct run. 10. IMPORTANT: When a fusible link is installed in the make -up air damper at the hood collar, an access door must be cut into the supply duct by the installer. 14 Installation of Hood Accessories Back Return Installation 1. Locate the assembly and unpack the product from the crate, being very careful not to dent or scratch the outer surface. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. 2. If the supply risers are to be field cut, cut the risers in as desired. NOTE: For factory cut supply risers, the manufacturer installs a 2" vertical flange around the opening. This flange is intended to slip inside a supply boot that is provided by the installer. 3. Locate the wall and ceiling joists which will support the assembly. 4. Use 1/2" threaded rod to hang the back return. Install the threaded rod and angle or Unistrut® that will be used to hang the assembly from the ceiling joists. Drill 9/16" holes as needed in the angle for the threaded rod. Be sure to line up with the welded -on angle mounting brackets on the back return. 5. The back return is typically hung so its top edge is the same height as the top edge of the hood. See Figure 7. Refer to Step 2 in the Installation of a Single Hood instructions to determine the hood and back return hanging heights. 6. Slowly raise the back return until hanging rods can be attached to the hanging angles. It is advisable to do this before the back return reaches its final height. NOTE: Please use caution as weight is not proportionally dispersed. Install the threaded rod into the back return hanging angles and use heavy duty nuts to secure the connection. 7. Make sure the back return is level. Secure to wall in a manner acceptable to the AHJ. 8. If there are multiple back return sections, install the remaining sections now. Use caulk and the T -strip trim between adjacent back return sections. See Figure 8. 9. Peel the protective plastic coating on the back return down below where the bottom edge of the hood will rest against it, so it does not remain behind the hood. 10. Caulk the seams between the wall and the back return assembly after the hood and all other accessories have been installed. 15 Section View of Typical Hood with Back Return Back Return — Multiple Sections TT. - HWANG FAG-ES ARO 1116.101.1, Steruwl 573191 ARE 11.E REMISOILIrr 0.431,1_,DIG MOW MP No SIALE,PAL [MENEM VP' 111171... RUC 1,1111M BACk RLTURN MCC SECTION VIEW Of TYPICAL HOOTT WITH BACK RKTUH Figure 7 vla.003 Hew.. AMU PRDvIDEE ALLTTOZCIT PET.. TATTLES S STEEL "TviC.. • -- •T.PEAPEII POD We an., kiACY, - MUL.T.IPLE...SECTIQN Figure 8 FPZ:TEC FUMY Bolt- Together Standoff Installation 1. Unpack the standoff panels from the shipping container, being very careful not to dent or scratch the panels. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. 2. Mount the end caps for the back standoff to the hood securely with self- tapping sheet metal screws. Clamp the back standoff and the hood together before screwing so they do not shift. See Figure 9. 3. Place the back standoff filler piece into place flush with the rear bottom edge of the hood and secure with self- tapping sheet metal screws. 4. Continue with hood installation instructions. 5. After the hood installation is complete, secure the bolt- together standoff to the wall or other hoods as applicable in a manner acceptable to the authority having jurisdiction. Bolt Together Standoff Installation Figure 9 17 Mount the end caps for the back standoff to the hood securely, with self - tapping sheet metal screws Place the back standoff filler piece into place. Mount the filler piece using self - tapping sheet metal screws. Attach the back standoffs to the wall, if necessary. Back and Side PSP (Perforated Supply Plenum) Installation 1. Locate the assembly and unpack it from the crate, being very careful not to dent or scratch the outer surface. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. 2. Upon completion of the hood install, install the back PSP first. Then if applicable, install the side PSPs. 3. If the supply risers are to be field cut, cut the risers in as desired. 4. Locate the ceiling joists which will support the assembly. If using Unistrut®, then securely attach to the ceiling joist. 5. Use 1/2" threaded rod to hang the PSP. Install the threaded rod and angle that will be used to hang the assembly from the ceiling joists. Drill 9/16" holes in the angle if not using Unistrut®. Be sure to line up with the angle mounting brackets on the PSP. 6. Peel the protective plastic coating on the hood down below where the bottom edge of the PSP will rest against the hood, so it does not remain behind the PSP. 7. Move the PSP into position as indicated by the project submittal drawings; lining up the top edge of the PSP with the top edge of the hood. Remove the protective coating from the back of the PSP. See Figure 10. 8. Install the threaded rod into the PSP hanging angles and use heavy duty nuts to secure the connection. Adjust tension on hanging rods to position PSP so it fits flush with the hood. NOTE: Do not apply too much tension; otherwise, a gap between the PSP and Hood will be created at the bottom. 9. Install additional PSPs, if applicable, in the same manner. 10. Where applicable, use sheet metal screws to secure the PSP attaching bracket on top of side PSPs to front PSP. See Figure 11. 11. Caulk the seams between the hood(s) and each PSP assembly, as well as between adjacent PSP assemblies (if applicable) after the hood(s) and hood accessories have been installed. An isometric view of the hood assembly for a model PSPFBSS is shown in Figure 12. PSP Installation on Model PSPFSS PSP NAG ANGLE SIDE PSP (SHIPS LOSE FOR FIELD DISTALLATTOD '4111111140110HH 64%1 SIDE PSP (SHIPS LOOSE FOR FIELD INSTALLATI Figure 10 18 FRONT PSP (SNIPS ATTACHED TV C) PSP ATTACImc BRACKET Attachment of Side PSP -vEE PSP ATSIU TSET P AORYT TAUEO ID PSa FACT USIIG SHEET IETAL SCREWS RENT PSP Figure 11 PSP with a FBSS Configuration UNCE PSPS ARE N_Ir5E11 P! TIE r■ELO. USE SIEE1 METAL SCREWS OR OTHER SIDE Or PSP ATTACHING ORAcgEr TO SECURE C0NRECTIOU Otrcmi PSPS. Figure 12 AC -PSP Installation 1. Locate the assembly and unpack it from the crate, being very careful not to dent or scratch the outer surface. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. 2. If the supply risers are to be field cut, cut the risers in as desired. 3. Locate the ceiling joists which will support the assembly. If using Unistrut®, then securely attach to the ceiling joist. 19 4. Use 1/2" threaded rod to hang the AC -PSP. Install the threaded rod and angle that will be used to hang the assembly from the ceiling joists. Drill 9/16" holes as needed in the angle for the threaded rod. Be sure to line up with the welded -on angle mounting brackets on the AC -PSP. 5. Peel the protective plastic coating on the hood down below where the bottom edge of the AC- PSP will rest against the hood so it does not remain behind the AC -PSP. 6. Move the AC -PSP into position as indicated by the project submittal drawings; lining up the top edge of the AC -PSP with the top edge of the hood. Remove the protective plastic coating from the back of the AC -PSP. See Figure 13a and 13b. 7. Install the threaded rod into the AC -PSP hanging angles and use heavy -duty nuts to secure the connection. Adjust tension on hanging rods to position AC -PSP so it fits flush with the hood. 8. Caulk the seams between the hood(s) and the AC -PSP assembly, as well as between adjacent AC -PSP assemblies (if applicable) after the hood(s) and hood accessories have been installed. AC -PSP Installation AC -PSP Installation Figure 13A 1/2' THREADED R® BY OTHERS Figure 13B 20 C -PSP ACCESSORY Wrapper (Enclosure Panel) Installation 1. Unpack the wrapper panels from the shipping container, being very careful not to dent or scratch the panels. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. 2. Locate one of the side wrapper panels and position it on the hood so that the 1/2" flange on the bottom of the panel slips underneath the side channel on top of the hood. See Figure 14A: Wrapper Detail. NOTE: A notch will have to be cut on the wrapper flange using shears (tin snips) where interference occurs, where applicable. See Figure 14B: Top Hood Seam Detail. 3. Press fit panel into place until wrapper face is flush with hood face. Screw or pop -rivet wrapper to the side channel and wall. See Figure 14C: Wrapper Detail and Rear Wall Attachment. 4. Locate front wrapper panel. Position its lower 1/2" flange under front channel on hood and slide panel into position, so that the end of front panel is behind the 90 degree bend of the side panel. See Figure 14D: Front Corner Assembly. Once in place, press fit the lower flange of the front panel into the front channel in order to have wrapper face flush with the front of the hood. Screw or pop -rivet bottom of front panel to the front channel. 5. Drill appropriate holes and rivet front to side wrapper panel. See Figure 14D: Front Corner Assembly. 6. If multiple panels are used, a stainless trim piece will be provided to attach multiple panels together (i.e. hood is side to side, hood is back to back to another, or the wrapper length exceeds 16 feet). Attach the panels by slipping them behind the stainless trim and fastening with screws or rivets. See Figure 15. NOTE: Trim will have to be cut to fit. In most instances, trim should extend from bottom of hood to top of wrapper panel. 7. Locate the other side panel. Repeat steps 2 and 3. Attach to front wrapper panel as instructed in step 4. NOTE: In most instances where hood is located against a side wall, fasten the front wrapper panel to the wall. See Figure 14E: Side Wall Attachment. 8. Caulk all gaps and seams after the hood(s) and hood accessories have been installed. Wrapper Detail WRAPPER ACTERY MOUNTED CHANNEL SCPEW OP °D -RIvET POSITION BOTTOM 1/2' FLANGE OF WRAPPER UNDER CHANNEL /TOP OF HOOD1 SIDE OF HCCD Figure 14A 21 Top Hood Seam Detail (Not on all models) FaCTO =Y [- rHAT4E_ v17 T H REQIIREL ` %,11-1E PE "_ELM NrET= Wi<ANNE;'`,.. Rear Wall Attachment T7= EAM 17'1 H= Figure 14B FASTEN SIDE WRAPPER TO WALL INSIDE OF SIDE PANEL Figure 14C 22 Front Corner Assembly / SIDE WRAPPER PANEL Side Wall Attachment FIELD ERiLLEL - POLES FOR POP-RIVETS PLA:E FP:ONT PANEL J\EEk J DEUREE FEND OF !;IDE PANEL ANC nc:RE OR POP-RIVET INTO POSITION Figure 14D STAINLESS POP-PIVETS BY OTHERS .// k z FRONT WRAPPER PANEL FIELD SUPPLIED ANGLE INSIDE OF FRONT PANEL n I I FASTEN FRONT WRAPPER TO WALL Figure 14E 23 Completed Wrapper Assembly WALL INSTALLER TO FASTEN WRAPPER TO FACTORY CHANNEL WRAPPER PANELS FLANGED FOR RIGIDITY PRESS FIT UNTIL PANEL FACES ARE FLUSH WITH HOOD AND POP RIVET OR SCREW PANELS TO CHANNEL Completed Wrapper Assembly on End -to -End Hoods WALL INSTALLER TO FASTEN WRAPPER TO FACTORY CHANNEL WRAPPER END CANOPY HOOD WRAPPER PANELS FLANGED FOR RIGIDITY PRESS FIT UNTIL PANEL FACES ARE FLUSH WITH HOOD AND POP RIVET OR SCREW PANELS TO CHANNEL Figure 15 24 WRAPPER END CANOPY HOOD End -panel Installation 1. Unpack the end - panel(s) from the shipping container, being very careful not to dent or scratch the panels. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. 2. Refer to the project submittal drawings to determine mounting location. 3. Position the end panel with the kinked top located flush against the inside of the hood end and the rear flange located flush against the rear wall and facing toward the interior of the hood. Refer to Figure 16. 4. Attach the top edge of the end -panel to the end of the hood using the acorn nuts provided. 5. Secure the rear flange to the wall using stainless steel sheet metal screws, being sure to keep the end panel straight vertically. 6. Caulk all seams between the end -panel and the hood after the hood(s) and hood accessories have been installed. End panel Installation (Hoods with Hems on Ends) REAR FLANGE NDPANEL 1/4' THRU HOLES (TYPICAL IT 4) Figure 16A End panel Installation (Hoods with Flanges on Ends) REAR FLANGE J DPANEL 1/4' THRU HOLES (TYPICAL Or 4) Figure 16B 25 Quarter End panel Installation 1. Refer to Figure 17. 2. Follow steps 1 through 6 of the end panel Installation instructions. Quarter End panel Installation (Hoods with Hems on Ends) 1/4' THRU HOLES (TYPICAL OF 4> Figure 17A Quarter End panel Installation (Hoods with Flanges on Ends) HOOD CAULK 1/4' THRU HOLES ACORN NU (TYPICAL OF 4) AND STU ENDPANEL Figure 17B 26 1 Insulated End panel Installation 1. Refer to Figure 18. 2. Follow steps 1 through 6 of the end -panel Installation instructions. Insulated End panel Installation (Hoods with Hems on Ends) REAR FLANGE NDPANEL 1/4' THRU HOLES (TYPICAL OF 4) Figure 18A Insulated End panel Installation (Hoods with Flanges on Ends) t k t REAR FLANGE) NDPANEL 1/4' THRU HOLES (TYPICAL OF 4) Figure 19B 27 Backsplash Installation 1. Unpack the backsplash panels from the shipping container, being very careful not to dent or scratch the outer surface. NOTE: Report any damage to the delivering freight carrier and file a claim if appropriate. 2. Refer to the project submittal drawings to determine mounting orientation (vertical or horizontal) and mounting location. If panels intended for the same wall are of different widths, position them in a symmetrical arrangement. 3. Determine whether or not cutouts are required to accommodate electrical outlets, pipes, etc. and make appropriate cutouts being careful not to crease the backsplash panels. 4. Secure panels and trim pieces to the wall using construction adhesive. See Figure 19. Standard Backsplash WALL / 7, `2\ /'% =; b 1,, bS K,;rLA H = :.i•ELS .LIDE INTO END CAi- STR:PS Figure 19 28 BALKS'LASH PANELS SLIDE INTO DT'✓TOEP dA+ Insulated Backsplash Installation 1. Follow steps 1 through 3 of the Backsplash Installation instructions. 2. Slide the top flange behind the lower rear edge of the hood. Secure the bottom flange to the wall using stainless steel sheet metal screws. See Figure 20. 3. If there are multiple insulated backsplash sections, install the others now. 4. Caulk the seams between the wall and the insulated backsplash panel after the hood(s) and hood accessories have been installed. Insulated Backsplash INSULATED BACKSPLASH / i, • i,! "" CAULK BETWEEN PANELS SLIDE TOP FLANGE BEHIND LOWER REAR EDGE OF HOOD FLANGES LOCATED AT TOP AND BOTTOM Figure 20 29 t' STAINLESS STEEL BACKSPLASH INSULATED WITH 1' THICK DUCTBOARD WITH FOIL BACKING OPERATION Commercial kitchen ventilation hoods are intended to be used in conjunction with ductwork and fans, which have been properly sized and properly installed in accordance with manufacturer's specifications and local code requirements. Before turning on cooking equipment, make sure that the make -up air and exhaust fans are on. Leave fans on for at least 30 minutes after cooking equipment is shut off. Clean hood as needed to comply with local code requirements and as directed in the Maintenance section of this manual. Performance Evaluation A performance evaluation of the system can be performed only after all of the following items have been verified: 1. All fans are operational and rotations visually verified by observation of the arrows stamped on them. 2. All filters are in place. 3. Equipment under the hood is in place and operational. 4. HVAC units are in place and operational with blowers operating correctly. Guidelines before Beginning The testing and balancing of a system is necessary to ensure proper and efficient operation of the system as it was designed. In any building where effluent and hot air is removed, the mass of air must be replaced to maintain a constant pressure in the space. Any change in the pressure differential between inside and outside air will in some way affect the operation of a system; most commonly that affect is a negative one. A test and balance, as well as the simple performance test in International Mechanical Code Section 507.16.1 should be included in all jobs; code inspectors are increasingly enforcing these requirements. Requirements in the 2006 IMC, which is currently effective in most parts of the United States, are as follows: "507.16 Performance test. A performance test shall be conducted upon completion and before final approval of the installation of a ventilation system serving commercial cooking appliances. The test shall verify the rate of exhaust airflow required by Section 507.13, makeup airflow required by Section 508, and proper operation as specified in this chapter. The permit holder shall furnish the necessary test equipment and devices required to perform the tests. 507.16.1 Capture and containment test. The permit holder shall verify capture and containment performance of the exhaust system. This field test shall be conducted with all appliances under the hood at operating temperatures, with all sources of outdoor air providing makeup air for the hood operating and with all sources of recirculated air providing conditioning for the space in which the hood is operating. Capture and containment shall be verified visually by observing smoke or steam produced by actual or simulated cooking, such as with smoke candles, smoke puffers, etc." The simplest means of doing the performance test is using a T -T puffer from www.evhill.com. Activate the puffer and use it to trace effluent around the entire perimeter of the hood, emitting smoke every few inches under the lower edges of the hood. 30 External Factors which may affect Hood Performance 1. HVAC units are generally specified to supply 25% outside air (OA) to the room ventilation. If RTU's are not supplying the proper amount of OA to the building, then negative pressure will exist. 2. HVAC return grilles located close to a hood can cause performance problems. The return grille competes with the hood to capture air in the room. For example, a return grille for a 10 -ton HVAC unit can draw anywhere from 3000 to 4000 CFM. This is equivalent to the exhaust of a 10' to 13' canopy hood. As a result, a return air grille located within six feet (6') of the hood can have a serious effect on the capture ability of the hood. 3. HVAC diffusers located near a hood can create flows in the room that detract from the capture ability of the hood. If the HVAC diffuser bounces air off the front of the hood or directs air along the hood and past the end, the air flow created can draw smoke and contaminants out of the hood. Using a Shortridge Instrument The Shortridge is a sophisticated instrument that, with its built -in features, is basically a self contained test and balance kit. It has a "velocity grid" for filter face readings, a "velocity probe" for ductwork readings, a "differential pressure" function to check room pressure and static pressure, as well as a "temperature probe" so it can calculate accurate values based on varying temperature (most equipment assumes standard temperature and pressure), and many other useful features. Hood Information To calculate the CFM, the following information must first be acquired: 1. Hood size and length 2. Filter size and length 3. PSP width and length Measuring Hood Static and Room Pressure Static Pressure: 1. Measure hood static pressure at exhaust collar using the Shortridge instrument. Static Pressure = Room Pressure: For an exhaust hood to work properly, the kitchen should be at a slight negative pressure to the dining area (caused by its air removal) and the building overall slightly positive. The dining room should be a slight positive to the outdoors and the kitchen +0.02" w.c. or about 300 CFM positive. This will keep dust and bugs outside and doors will be easy to open. The kitchen should be a slight negative to the dining room to keep the odors in the kitchen. The kitchen should be balanced to slightly negative, 0" to - 0.02" w.c., to the dining room. Generally, if there is not enough negative, or if there is positive pressure there will be smoke roll out from the hood that occurs due to the wind currents from people moving around in the area, while if there is too much negative, there becomes a pressure problem on the building(opening doors, drafts, hot water heaters, etc.) 1. Measure room static pressure using the Shortridge instrument. Adjust the supply fan to set room to 0.02" negative to dining area. Room Pressure = 31 Calculating Make -up Air CFM with a Shortridge Instrument and Spreadsheet 1. Use the Velgrid mode of the Shortridge instrument to measure supply air velocity. Make sure to take measurements every twelve (12) inches along the length of the PSP. 2. Locate the appropriate Excel spreadsheet for the PSP /Supply velocity and record all necessary data. This spreadsheet will calculate the total supply CFM for the hood. 3. The spreadsheet is located on the manufacturer's website. Calculating Make -up Air CFM without a Shortridge Instrument 1. Compute the open area of the supply plenum of the hood. This area must be calculated at the same plane that velocity readings are taken. Area can be calculated using the following formula: Area (ft2) = Length (ft) x Width (ft) If both the length and width are measured in inches, use the following formula: Area (ft2) = Length (in) x Width (in) / 144 2. Record velocity of air through supply openings from left to right on raw data sheet. 3. Compute and record average velocity through supply openings. 4. Compute and record CFM through supply openings. CFM = Free area x Average Velocity 5. Compute total CFM through all supply openings for each hood. Calculating Exhaust Air CFM with a Shortridge Instrument and Spreadsheet 1. Use the Velgrid mode of the Shortridge instrument to measure the velocity at each filter. 2. Locate the appropriate Excel spreadsheet for the exhaust velocity and record all necessary data. This spreadsheet will calculate the total exhaust CFM for the hood. Calculating Exhaust CFM without a Shortridge Instrument 1. Record filter sizes of each hood on raw data sheet. 2. Compute free area of the filters. Examples: 16 "x16 " = 14x14 = 1.36ft2 10 "x20" = 8x18 = 1.00 ft2 12 "x16" = 10x14 = 0.97 ft2 3. Record velocity of exhaust gases through filters starting top left to right (5 reading /filter). 4. Find average velocity through each filter. 5. Compute CFM through each filter. CFM = Free area x Average Velocity 6. Total the exhaust CFM for each hood. 7. Multiply total exhaust CFM x 0.78 (this is the K factor necessary when using the EDRA velometer). 32 Adjustments 1. A hood with multiple risers should be balanced according to the cooking load beneath it. For example, if a hood with multiple risers has a charbroiler in the center and several ovens on the ends, the risers should be evenly balanced. This will achieve the most efficient contaminant capture. 2. Perforated supply plenums discharging air around the hood should be set to the designed discharge velocity. 3. When fan pulleys are adjusted, belts should then be re- checked for correct tension and an amperage reading should be taken on the motor to make certain it is not overloaded. 4. The prime objective of balancing is to ensure that each hood will capture all the contaminants produced by the equipment it covers without causing undesirable conditions in the kitchen (i.e. excessive negative pressure, excessive quantities of hot or cold air in the kitchen, etc.) If problems occur, then refer to the Troubleshooting Section of this manual. Conclusion 1. Compare specified data to the data recorded. Adjust exhaust as necessary using adjustable pulley on fan. Adjust supply as necessary using dampers on supply risers and adjustable pulley on supply fan. 2. After setting hoods to specified data, the room parameters should be checked. 3. If room parameters are not acceptable yet, the hood can be modified to improve them without decreasing hood performance. This is an acceptable condition. 4. Use a smoke bomb to verify that the hood captures adequately. This can be your final verification. Complete Equipment List for Performance Evaluations • Closed End Wrenches (9/16, 1/2, 7/16, 3/8, 5/16, '/ ) • Socket Set & Ratchet (9/16, 1/2, 7/16, 3/8, 5/16, 1/4) • Extension for Ratchet • Cheater Bar • Screwdrivers (Phillips & Standard, Short & Long) • Adjustable Wrenches (Large & Small) • 5/32" 9" Long Allen Wrench • Multi -key Hex Set (Standard Assortment) • Tape Measure, Hammers (Hard & Soft) • 2- Channel Locks • Vise -Grip Pliers (Medium Size) • Shortridge Air Multimeter • Velometer or similar unit, Edra 5LV or Davis LCA6000 recommended • Manometer or similar unit, Dwyer Magnehelic Model #2000 -00 recommended • Work Gloves • 6' Step Ladder • 20' Extension Ladder • Tachometer (Mechanical) • Amprobe (Volt & Amp Meter) 33 Troubleshooting The following table lists causes and corrective actions for possible problems with exhaust hoods. Review this list prior to consulting manufacturer. Troubleshooting Chart Problem Potential Cause Corrective Action Smoke is not being captured /Low Exhaust Filters are clogged Clean filters Extreme negative pressure in space Increase MUA Quantity to balance building Exhaust Fan operating in incorrect direction Check motor wiring to wiring diagram located on fan motor Hood overhang on appliance is not correct Hood should overhang cooking appliances adequately Exhaust airflow too low Increase exhaust fan RPM /HP Exhaust Duct Static Pressure higher than design Increase exhaust fan RPM /HP or have ductwork re- worked No Exhaust Exhaust Fan not running Tum fan disconnect on Check fan belts Check circuit breaker /voltage Exhaust Fan running backwards Wheel should turn per rotation arrow on fan 3 Phase Motor direction may be reversed by switching any 2 leads 1 Phase Motors must be wired per their label Fan is on incorrect hood Make sure electrical package is controlling the correct fan No Make -Up Air Make -Up Air Fan not running Tum Fan disconnect on Check fan belts Check circuit breaker /voltage Make -Up Air Damper closed Ensure blades open on damper Make -Up Air Fan running backwards Wheel should tum per rotation arrow on fan 3 Phase Motor direction may be reversed by switching any 2 leads 1 Phase Motors must be wired per their label Make -Up Air Duct Static Pressure higher than design Eliminate flexible ductwork and remove number of elbows in duct. Clogged Make -Up Air Filters Clean filters Fire System activated or not armed Microswitch on Fire System is keeping make -up air from operating and fire system must be armed Exhaust/Make -Up Air Motor cycles on and off Motor Over - amping Make sure motor amperage is below FLA of motor label Ensure motor wiring is adequately sized Exhaust air temperature too high Increase exhaust airflow or use higher temperature rated motor Grease does not drain Grease trough full Clean grease trough behind hood filters Grease dripping from hood Hood not being cleaned often enough Clean surface of hood more frequently Exhaust rate too low Speed up exhaust fan Hood is vibrating Vibrating Exhaust or MUA Fan Find source of vibration in fans and correct (Often times a rag or other debris will be in exhaust fan wheel) Light Globes are full of fluid Duct Leak above hood Check ductwork or fan to roof connection for leaks and seal where necessary 34 MAINTENANCE To guarantee trouble free operation of this hood, the manufacturer suggests following these guidelines. Most problems associated with hoods are directly related to poor service and maintenance such as not replacing or cleaning filters. Please record any maintenance or service performed on this fan in the documentation section located at the end of this rnanual. General Maintenance 1. Proper operation of the hood depends on how well the hood is maintained. All surfaces should be kept free of grease build -up for sanitation reasons and to reduce the risk of fire. 2. Grease filters must always be installed and clean to reduce build -up of grease in the exhaust duct and to allow for proper exhaust airflow. 3. Maintain all belts, motors, and electrical connections on fans attached to the hood. Ensure MUA filters are kept clean and there are no leaks in MUA ductwork. Daily Maintenance 1. Remove the grease baffle filters and clean in a dishwasher or soak sink daily. 2. Empty and clean grease drain and grease collection cups. 3. Carefully wipe away gritty substances clinging to stainless steel surfaces to avoid scratching. 4. Dilute 'A cup of laundry detergent (e.g. Tide) with one (1) gallon of warm water. 5. Soak a clean cloth in the water detergent solution and wring out the excess water. 6. Wipe the hood surfaces moving in the direction of the grain and periodically rinsing cloth in detergent solution. 7. Using a different clean cloth soaked in clean warm water, wipe the hood surfaces to remove all traces of the detergent solution. 8. Wipe hood surfaces dry with a clean, dry cloth. Clean the hood temperature sensor in riser if equipped with one. 9. Reapply stainless steel polish. Quarterly Maintenance 1. Inspect the unit and duct for grease or air leaks and repair Teaks where required. 2. Clean ductwork attached to hood to prevent a mass accumulation of grease. 35 Start -Up and Maintenance Documentation START -UP AND MEASUREMENTS SHOULD BE PERFORMED AFTER THE SYSTEM HAS BEEN AIR BALANCED (Warranty will be void without completion of this form) Job Information Job Name Address City State Zip Phone Number Fax Number Contact Purchase Date Hood Information Service Company Address City State Zip Phone Number Fax Number Contact Start-Up Date Refer to the start-up procedure in this manual to complete this section. Name Plate and Unit Information Model Number Job Number Maintenance Record Date Service Performed Date Service Performed Factory Service Department Phone: 1- 866 - 784 -6900 Fax: 1- 919 - 554 -9374 A0011051 August 2009 Rev. 3 10804.00 FILE COPY 170^.ew114 Alp% REVIEWED FOR CODE COMPLIANCE APPROVED MAY 14 2010 City of Tukwila BUILDING DIVISION ANF & ASSOCIATES Consulting Structural Engineers STRUCTURAL CALCULATIONS For Jollibee/ Red Ribbon Westfield Southcenter Mall 633 Southcenter Space 368 & 372 Tukwila, WA Architect Gary Wang & Associates Inc. 573 Monterey Pass Road, Unit C Monterey Park, CA 91754 LA (626) 288 -6898 APR 13 2010 PERVOT INCOMPLETE LTR# 9420 Telstar Avenue, Suite 118, El Monte, California 91731 M I 0-- 02.0 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 4484092 Consulting Structural Engineers E-mail: anf1688@pacbell.net 9420 Telstar Avenue„ Suite 118, El Monte, CA 91731 lea DP oo►TFKIT DES /6^1 COW IA NoD9 sot RT *P8a / Reo kBBD�J 9D01}4 Cf. 144. Joe No iDkilD4 By SG DATE SM. OF ANF Tel: (626) 4484182 A.1\ r & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688Qapacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 dour f c )e,o Ae>g o,J Joe No. By getrni DATE sit R ` I of Design Crite,ria Code 2o151 C. B. C. Stresses: Structural Steel: ASTM A36, Fy = 36 KSI Steel Tube: Pipe Col.: Welding:. E70xx Electrode ASTM A500, Grade B, Fy = 46 KSI ASTM A501, Fy = 36 KSI or ASTM A53, Types E or S Grade B, Fy = 35 KSI Concrete: fc' _ .000 PSI @ 28 days Reinf. Steel: ASTM A615 Grade 40 for #4 and smaller A615 Grade 60 for #5 and larger Masonry: fm' = 1,500 PSI, type S mortar Grout = 2,000 PSI @ 28 days Lumber: D. F. No. 1 typical Glu -larn: 24 F. Fb = 2,400 PSI Fv = 265 PSI E = 1.8 x 10 * *6 PSI Allowable soil bearing pressure: LSD 0 PSF with i2" embedment. • 1b1 (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers &mail antl688®pacbell net 9420 Ulster Avenue, Suite 118, El Monte, CA 91731 J7 JJC:hl aria/4 fou►SfE (Z )13BDAi Joe No. /(q(a f BY gDo-1064162 144 DATE SH. 4'Z OR 15 C LPL = 20-0 ,Psf Ll. ;Csn/Diu)- 253F. Lat - Long Finder: This page helps you find Latitude and Longitude Page 1 of 2 •,5etelllte Signals`: 3 How do I find my lat and long ? What Is my latitude and longitude 7 5 P. Strandtr8lid .. w Baker Btva 'Tree* Dr A ^3 Latitude latitude Lonaltude Satellite Sianal Finder -,.Fr Looking for Latitude Longitude? Find exactly Find Satellite Signal for your Dish Quick Find what you want today. Meter starting at $11.95 Longitude Ada byGoogik F a P Instructions to determine your latitude and longitude: Practice first. Put your mouse cursor near your location and double click or just drag the map. The map display will move so that the selected point Is in the centre. The latitude and longitude of the centre of the map is then shown below the map. Or type the town, country, zip code or post code in the box below, for example: chicago 35035 paris france london CM2 bangalore adelaide lagos -: B^0. liverpool Centre the map around Istrander blvd & andover parkway, Got 1 To reflne the accuracy of your site latitude and longitude, click on the plus sign © in the navigation boxes at the upper left side of the ▪ map. The scale will change so that you can home In accurately on your locatlon. Repeat. Choose the Satellite or Hybrid map version to see the satellite photo image of the ground. You may left click your mouse and drag the satellite map. Latitude = 47.4558, Longitude = - 122.2544 Long = 122 degrees, 15▪ .3 minutes West M4J data429tdGoogl (Optional) Pointing angles to satellite orbit longitude 13 East Hotbird iy Blue direction line ? ® Off 0 On Ignore the satellite pointing angles until you are familiar with finding your latitude longitude location. If you want dish pointing select the satellite and click the map afterwards. Possible problems with this page: Do page refresh if you do not see 6 square navigation boxes (north/south /west/east navigation and + /- on the left and 3 rectangular boxes at the top of the map. Firefox: if you get a -Warning- UnresponsIve Script", click "Continue ". It is OK and will take Just a few more seconds to complete loading the map. If it takes ages to load check your browser caching is tumed on. There may otherwise be multiple attempts to download all the map markers. I am reducing the number of my map markers as the basic satellite map database has more towns and cities added. SAT -NAV GPS from Amazon USA, prices in US dollars Garman nilvi 350 3.5 -Inch Portable GP Garmln Best Price 589.99 or Buy New 5399.98 Privacy Informatl40 Next step: If you want satellite dish pointing, select the satellite at the lower left pull down menu box and click the map again (to recalculate the pointing angles) • Ads by Gooale GIS Mao Free GPS MaR Aviton GPg TV Satellitq Online Mao Latitude is North - South (up and down ! ). Longitude is West - East ( sideways 1). Latitude Is zero on the equator and positive in the northern hemisphere and negative in the southem hemisphere. Longitude is zero on the prime meridian - home of Greenwich Mean Time and Is positive to the east, across Europe and Asia. Longitude Is negative to the west, across the Atlantic and the Americas. Read about the history of latitude and Jonaitudn. Further exnlanation of latitude and Longitude from National Atlas (USA) Write down your lat/long location co- ordinates for future reference. Try comparing with your sat -nav GPS navigator tracker receiver position ?. 27th April 2006: GPS sat -nav map type display is now added. The whole map system has been upgraded to Version 2 which now Includes detailed strut TADS for U1(, France, Spain and Europe road maps with towns - even in Hungary, which suits me for my cyding holidays!. 6th June 2006: I have added satellite dish angle calculation. Its use is optional. Select the satellite you want to see and then doubleclick on the map. Go to nags to see an index page with a listing of all the map pages. Tell me if you want a page made for your country. Navigation links, to my satellite dish pointing angle calculator or to explanation of latitude and longitude Discussion forum for latitude longitude finder page Larger satellite photo image viewer for finding your home as seen from space This page is under progressive development and I would appreciate your feedback and comments. 1 made an update which incorporated about 195 marker dots on the map to show the latitude longitude coordinates of large cities around the world. This is to help you find your lat -long more easily. For some visitors using IE this caused some 200 lines to appear in my log file each time some one accessed the page. I have now solved this "feature of IE" making the browser download the tiny square icon once only and then reuse it locally as needed for showing all the cities on the map. I have also upgraded to Version V2 and have reduced the number of markers for countries where there are now more detailed maps for France, Espana, Portugal, Deutchland, Nederland, Danmark, Belgie Belgique, Italie, Greece, Hungary, Switzerland, Austria, Sverige, Norge, Suomi Finland, Polska, Serbia Montenegro and Brazil. Only the USA, UK, Japan and Hong Kong previously had detailed maps. The number of markers is still rather large however and slows down the initial loading. In the case of Firefox you may get a time out "Waming- Unresponsive Script" message. Don't worry it is still working OK, just click continue. This problem should disappear In the future when more map data is added and the lat/long Icons for the cities are no longer needed. Another minor matter is the clickable city /town markers themselves. In version V1, the markers were clickable. In V2 the marker is in fact a single pixel with a large clickable square shadow. The top left corner of the square shadow is not clickable - I have not resolved this. SAT -NAV GPS from Amazon UK, Prices In GB pounds On 6th June 2006, I added optional satellite dish pointing angles - azimuth, elevation and feed rotation polarisation angles. These are based on the latitude and longitude of your site location and the orbit position longitude of the geostationary satellite selected which is above the equator. Not all the bugs may be out of this yet. If you see problems please tell me. You need your latitude longitude location to about 0.1 degree accuracy for the satellite azimuth and elevation angle calculator. Accuracy is particularly important If you are near the equator and almost under the satellite. The polarization angle appears rotate rapidly as you move from one location to another In the sub - satellite area. http://www.satsig.net/maps/lat-long-finder.htm 3/11/2010 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4558 Longitude = - 122.2544 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.419 (Ss, Site Class B) 1.0 0.485 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.4558 Longitude = - 122.2544 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.515 Period Sa (sec) (g) 0.2 1.419 (SMs, Site Class D) 1.0 0.735 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 47.455$ Longitude = - 122.2544 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D - Fa = 1.0 ,Fv = 1.515 Period Sa (sec) 0.2 1.0 ;Ds, Site Class D) D1, Site Class D) J/f 1151: (626) 448-8182 ANF & ASSOCIATES Fox: (626) 448-8092 Consulting Structural Engineers Elsall: ann688014thanet 9420 'Maar Aveiro, Suite 118, E1 Monte, CA 91731 pr9ci 6,/,) egi-VIPt zor Jon No. mkoti- labofe 1216804 Br 2c, gOir/NCP4(< MJ A. DATE s.. 4 -g D.405 = 0 4515 = Y46 .49e7 OcdtPicwor CA-feApkr • ; • • ; • C1A5.5, ' Argaaiz\f, ..! • - t- 1 , , 1 1 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers anf1688©pacbell net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Joe No. /O /09- o Lu BCE /�1��0 ,R bP.) By sc SOO7HCt;AIltte i/JA • DATE SH. g' of MOON) HRD tui1Y •C MiEM L : D6 5019eD r (i14)L- 8 /ST 2 ) 14J7 OF krraiPs1 ito = 5/74 PgbVISE (4) - '/1 PEA' APS MK the guriver M�, TE J /DpJ 7 AupwAt, r $. 24 4 argil 1-0,4p OF Hoe Fr % a4 af5ps w X30# gop -fy A,7 (3gksi)(0,- o 7,71) 4z33 # (A.sp) /304 ok 1 ) (0.4) (2.$) (9y) (5)74t �3) 7�T Tel: (626) 448 -8182 ANT & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers : anfl688@pacbell.net 9420 Telstar Avenue, Suite 118,131 Monte, CA 91731 l�. 6 ) Q 6300A) Joa No. D BOyt By SG spo- mCeAr%ER IAJI • DATE SH. ✓ yn� -9- OF 16101 N Hvop 6iRAVr ' C_ 1,1)1W -L AP Su Pit kr (D }IL S /srz f = 1-71# PRor9E 3/3;/# ArcAn a161.E 4 Dino,iws AT A. 51)PPDgj ;45° Cao fok BREPQA sr, ril , Jive 4 AF�n FAIR 5.0 '8� r Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688®pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 . U J S -r Fple NbD.9 5,4■1 = 72' M, Mi,J ' gulYver g liPb9 sIf •/-* PD/AIT Lb4J F6 /1 Joe No. De 2,9 L>`l&-E PFX kA6DJ1 By SG SDU7.1C6,Irrb< 144 DATE SH. 6'3 OF 1/009 4 13•11 WO. PL -1 r : ?) a r vm..sf24 g757-2_ pD,Ay- J4p _ JecreY x _o.s x A 7.3 7414. x)30 t (3S =r)() 131 vsE ND / im) 7 —f IA)/ 6' 0" .MMnl MAC • v111JL1UL L/C W.11 't1 ► The Origins! Metal Framing Pert 140. 1 as‘:. 1 U1 1 Back` < Download PDF'' Add To Cart View Car..-( Download CAD Date • P1001 - 1 -5 /8" x 3 -1/4 ", 12 Gage Back -to -Back, Solid need Search I • Column ' Loading F-- - P1001 d t..-i 2 d6a Y $o 1 i(" ^.P Beam Loading - P1001 Unbreced Height I1) Allowable Load at Slot Face (Ibs) Max Coburn Load Applied at C.G. Max Allowable Uniform Load (Ibs) Defl at Uniform load (in) Uniform Loading at Deflection Lateral Bracing Reduction Factor Span /180 (Ibs) Span /240 (Ibs) Span /360 (Ibs) K=0.65 (Ibs) Kg/.65 (Ibs) K=0.65 (Ibs) Kg).65 (Ibs) Span (in) 18 6,430 24,930 24,490 23,840 23,160 18 '3,500 0.01 '3500 '3,500 '3,500 1.00 24 6,430 24,280 23,610 22,700 21,820 24 '3,500 0.02 '3,500 '3,500 '3,500 1.00 36 6,290 22,810 21,820 20,650 19,670 36 3,190 0.07 3,190 3,190 3,190 1.00 48 6,160 21,410 20,300 18,670 16,160 48 2,390 0.13 2,390 2,390 2,390 1.00 60 6,000 20,210 18,870 15,520 12,390 60 t 0.20 1,910 1,910 1,620 a • 72 5,620 18,970 16,160 12,390 8,950 72 t; 0.28 1,600 1,600 1,130 84 5,170 16,950 13,630 9,470 6,580 84 0.39 1,370 1,240 830 96 4,690 14,890 11,190 7,250 5,040 96 1,200 0.51 1,200 950 630 0.85 108 4,170 12,850 8,950 5,730 3,980 108 1,060 0.64 1,000 750 500 0.81 120 3,690 10,900 7,250 4,640 • 120 960 0.79 810 610 410 0.78 144 2,930 7,630 5,040 144 800 1.14 560 420 280 0.70 'IOJr > 200 168 680 1.53 410 310 210 0.63 192 600 2.02 320 240 160 0.56 216 530 2.54 250 190 130 0.49 240 480 3.16 200 150 100 0.44 `Load tmited by weld shear Channel ,selection Chart Notes: 1. Above loads include the weght of the menber. This weight must be deducted to arrive at the net allowable load the beam will support. 2. Long span beams should be supported so as to prevent rotation and twist. 3. Allowable uniformly distributed loads are listed for various simple spans, that Is, a bea su orts If load is concentrated at the Related Channel Nuts Finishes: ag. f?C dg ZD ek E� SS ST Weight: 380 Lbs/100 Ft (566 )( /100 m) Additionat Specifications . center of the spa multiply load from the table by and corresponding defb t 4. The lateral bracing factor be by the bad to Elements of Section Area of Section -1.111 in2 (7.2 cxn2) Axis 1 -1 o Moment of Inertia (I) - 0.928 in4 (38.6 any) o Section Modulus (S) - 0.571 ins (9.4 an3) o Radius of Gyration (r) - 0.914 in (2.3 am) Axis 2 -2 o Moment of Inertia (I) - 0.471 ins (19.6 an4) o Section Modulus (S) - 0.5801n3 (9.5 an3) o Radius of Gyration (r)- 0.651 in (1.7 an ) should determine the load retahed braces. Hearing Load on Channel: ww Joao r i f th l , g Max Load Max Load 5,000 Lbs 8,000 Lbs 2,268 It 3,629 KO based multiplied on the distance between bteral ,LOAD ! f.k= 1 it 6 Max Load 3,500 Lbs 1,588 K9 O 2003 UNsnut. All Rights Reserved UntrinrtX is a registen :d trademark or trsdemazk of Unistrut Corporation as /or its affiliates in the UNed States and/or other wwuries. NCO Electrical & Metal Products http://www.unistrut.com/Browse/cat_detail.php?S=S02&P=P1001 3/17/2010 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 &mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Joe No. / v�'t �o 1-1-10f- kej7 ! t 6D nl By SG got 1MICF jf6 QUA. DATE SH. _L.._OF kObf To f Mlc#. vNrrs Pi Dkrt (ii o il 2 t CAM - 3/ Ps 7474 CI — l2� uNr1 Lb!tr/ = 77 Itoo . ��)r7 cowl = 747 i/A� 8, 1,zt ar/gi; 119 04, (0,4) (2.5) (a.9r 6) (7474) 351 cdry) 248 4t (A5-D) 94L. /srz 6/372 AssuMr wr�� �A� _ V - (er)J (7;"� i2'. ) (71'% t 2 (7(M7') WHO 1-D4P GoVgIVS ANF 448 -8182 A T F & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers &mail: enf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 t,..ure go RJB& AI Sov1HC11:R WA . RdDF -rpf Mme. U J!1$ 11,4rFQ y a) c»EcK OVEkrih NIA DF Alf4 Unl7 (&) (3') 2 O'4t (774.) (. a z5 (o. 11 2 � J P av,PE /8;" 4 LAS sccw5 @ 3 a0 700 "' 3./75' Joe Na /DSO 9r Sc_ DATE SM. 'y OF w aDO FA S'cRKw5 (004) 4 A xis 1.-soblE Mil r s(29 (/, d . _ 4 UF (/) T T , \ NPs ' 7A&E !l. 24 1Hkop PEN.Efgei09 Y5D4 'y2# 41 < � a 30 f 41 T fi sr►�A2 uPuri dik Tel: (626) 448 -8182 Joe No. / Jo y ANF & ASSOCIATES Fax: (626) 448 -8092 Uil nf1688@pacbell set ,�O LLI g! DIQJU I Consulting Structural Engineers By 5ovirl ebnrroA PA. DATE 9420 Telstar Avenue, Suits 118, El Monte, CA 91731 SH. G —2, OF OD F PP l''1tCN , un 15 enncx Dvvgro.y.i4 . pF P3Arpokil PM ( #) (4)) - 5400', (77( 3.125) / g)1 o71 7w PROP E 3/ • Flu j _ i uk 91 of CNAMIAI EL 7D S7 L : t o IS.T M. 5►DE. (ge fox,(;)(41v ) �Q. )(7oks7). L3-6 X 0707 X C3 X4 /2.0 ' 33,4 ,GPs sllgfjK 11 ego PO( .(D.() (7Dk5;) 3/6 x 0.701 ' (3//,y 2) /2. ] D 67 kips Apr 050 # <?.64 33 .4 k t �6 K D77 «, o o� ANF Tek (626) 448 -8182 per,,, 2 - 1 JOB No. / DSo zt tit ult & ASSOCIATES E-mail: anf1688 @pacbell.net �iiL�)f} Ow1� kibeory By Consulting Structural Engineers S'G sai1THGEni/l;4 /AM • DATE 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 SH. 9- OF , sM, c. Bg k,Ail Ascc7/J (2 /$-r ) NA 1 /fr / o/J r eh/Jar/6_ ciik3 w*T OF wAT?2 H Arl o i net °,4 aP: 995 At (1 2 (sal RI,P) (D.940<l"o4 ) [ ± 2 2.5 A0 )75# Carp) 012 , (ASS) J1' por ()D) (/ ©) ( /Do4) r1) s ,312. akf 9) OR 2-/T# (Asp) FP< okra? NEfhf2 caw. ` CURB FKovo (2) 5 €15M /c, eiMewcs 34" 1/J4E x 2q £A n74!- ALLa )eLE 7Erlso,J of sr,(4p = / 4 F A; (334s;) (4.75" x 0. d 23 ?) _-t .at , 6 3 ;4# (4s9) Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 consulting structural Engineers E-mail: anf1688@pacbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 �z14 efF Ai' R►ferO,J gvuucei ria wA . Joe No. soh f By .9L DATE SH. "2-. OF. kotr . HEA1. SEis>Hic $ -e14 � �IcSn1 C /S1l grAilP 0114 xrz 956,Kr (2 $rMPs) (2. 91.1)6) To WALL 7s4 <' 35/ 4 dk. PRO VIDE 1241' Pik :7 TAt: 4 6:1DLrs 44)v 4 z*i 945 < 1,0 D� ��T� Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers 84n'all' anf1688@pacbell.net 9420 TelstarAvenue, Suite 118, 131 Monte, CA 91731 14762 Joe No. �DiCD� �a ��L- GI136E.� 1.04. "101.1 Br Sc, Svim7rF is DATE SH. .,L OR He-A7Pic crosMre egAeiAI6 ; SJCA! (2 r DV ik-ri gAl JAJ Uo -1 4 = (3/ ) aslsilpi4 ,tvMP?T. :gtv 1 > 07►"4 ff A0) x (2 5h s) (o1 33ks _x ADD 3g' X 3 y'. x o�9 3/2 (LRFD ) r i ;ft SAGE- s;r. E3 N w P100 TYP 63' N Ott 634 HOOD WT =277 # (N)TS4x4)1 1 /4 ) TYP, AT ❑PEN'G z = N P1001 UNI RUT TYP 414 4f/ 78,.. UNITRUT HOOD SUP"ORT SEE DET. � z3� 894 P1001 UNITR TYP TYP HO QD WT ; 438# • lIo 1 (See MOE ShT E-6 I w.i. I . ( E ) W 1. >74777 ) w 1 i4otshe i,..„ kowi6x3i (1/4 ur .. HOOD SUPPORT SEED . Ank weirm.... ,_ . :. 3 Le4: 1 r- 334 %Ilv TYP 1 n; N TS4 ,.; — 1 4 &I.AT 754 30. P10 TYP 1 UNITRUT 4 / WT=7471# r -,Li 1 x st \ I. 'I . E. 1 1 I 7‹ sic AI ;._. 41.0f4 C:i. .'' Hopp ,t- WT=517# i ; cv 2 HO P 0 pUPPOR E \ 41 1 1 a) •\vi • (7:-, tott7E- SO- B.-3 (''i l' WY a) ROOF .4. OPEN'G. (-N A sEe ' SHT. E . pp-. 8 . .. ._. _ . • • P1001 .! TYP . UNITRUT 341 ST1 I i TYP ; .... ..... I I ..... .._ J >' __ _... . _. ,_! 11111U■ (N)TS4x4x1 /4 P St4 v\ .. _...\ e it 77-1 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448 -8182 Fax: (626) 448 -8092 E-mail: an11688©pacbeu.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 cr1 Fcc ( Ict Joe No. /D/D1- ,1101-1-i8ff IUD 8►iS60/.) By 2c_ 5 () tifijcOaER UItJ . DAB /!! SH. " OF a) ( ) 24 Li @ gietp S /E•I —F _6 ?Di. = (6) .(;b►°sp) - JZD w►-► ; (6)C 9,512.50 / D #T. el = 125'4 pi_ fi ot1 M) /-72'1 PL. fizz/9 )RIP 4 4 mm-1 193 EF I P5 gq4 PL 4 Hb 99 N(- za, 68 eatnv w-1 VnllFD2M GaApi/41 W;M(8) (s') ($ ) (2 3 3) 2- 'OS �/T < w t)'ft/Z MuAI u v v v i ) �� 6 3 3 2 1,5 Tel: (626) 448 -8182 Joe No. ANF & ASSOCIATES Fax: (626) 448 -8092 /� 1 Consulting Structural! Engineers Email: enf1688 ®pacbellnet SDu1 l J7 1c, N gy SC 9420 Telster Avenue, Suite 118, El Monte, CA 91731 °0IHaf%m IA) 4 DATE SH. I OF Gnek. (.E) b) () 2y-k7 (d gielp Ib /F-6_6 UNP*R //DV l2 J 2 wpL e) )Lc w� = (6) (se) = l %r f; 334 heats Haab #2 :. 764 fg . ,4L4 2 44-4 ,TAM FFZ' 174 he),,,1 Noah Az 71 = 63 iK 2' FOP co 2# A C AB - 3D 4 #fir > 2,S - Z4qr 3,"5'' 2' 20.5 'Jf SD STANDARD LOAD TABLE FOR OPEN WEB STEEL JOISTS, K- SERIES Based on a 50 ksl Maximum Yield Strength - Loads Shown In Pounds per Linear F 30 Joist Designation 241(4 24K5 241(6 241(7 241(8 - 24K10 24K12 26K5 261(6 261(7 26K8 26K9 261(10 26K12 Depth (In.) 24 24 24 24 24 24 24 26 26 26 26 26 26 26 Approx. Wt. (lbs./ft.) 8.4 9.3 9.7 10.1 11.5 12.0 13.1 16 0 9 8 10 -6 10.9 12.1 12.2 13.8 16.6 Span (ft.) i 24 520 550 550 550 550 550 550 550 516 544 544 544 544 544 544 544 25 479 540 550 550 550 550 550 550 456 511 520 520 520 520 520 520 26 442 499 543 550 550 550 550 550 542 550 550 550 550 550 550 405 453 493 499 499 499 499 499 535 541 541 541 541 541 541 27 410 462 503 550 550 550 550 550 502 547 550 550 550 550 550 361 404 439 479 479 479 479 479 477 519 522 522 522 522 522 28 381 429 467 521 550 550 550 550 466 508 550 550 550 550 550 323 362 393 436 , 456 456 456 456 427 464 501 501 501 501 501 29 354 400 435 485 536 550 550 550 434 473 527 550 550 550 550 290 325 354 392 429 436 436 436 384 417 463 479 479 479 479 30 331 373 406 453 500 544 550 550 405 441 492 544 550 550 550 262 293 319 353 387 419 422 422 346 377 417 457 459 459 459 31 310 349 380 424 468 510 550 550 379 413 460 509 550 550 550 237 266 289 320 350 379 410 410 314 341 378 413 444 444 444 32 290 327 357 397 439 478 549 549 356 387 432 477 519 549 549 215 241 262 290 318 344 393 393 285 309 343 375 407 431 431 33 273 308 335 373 413 449 532 532 334 364 406 448 488 532 532 196 220 239 265 289 313 368 368 259 282 312 342 370 404 404 34 257 290 315 ' 351 388 423 502 516 315 343 382 422 459 516 516 179 201 218 242 264 286 337 344 237 257 285 312 338 378 378 35 242 273 297 331 366 399 473 501 297 323 360 398 433 501 501 164 184 200 221 242 262 308 324 217 236 261 286 310 356 356 36 % 258 281 313 346 377 447 487 280 305 340 376 409 486 487 4; SA., 169 183 203 222 241 283 306 1.99 216 240 263 284 334 334 37 63. 244 266 296 327 356 423 474 265 289 322 356 387 460 474 $; 155 169 187 205 222 260 290 183.. 199 221 242 262 308 315 38 2��5; x.231: 252 281 310 ' 338 401 461 ;� SLR., 274 305 337 367 436 461 128 143 156 172 189 204 240 275 ::3"169 184 204 223 241 284 299 39 7951'r 219 `,2391, 266 294 320 380 449 G' 238 ' 2fi(f'` 289 320 348 413 449 118 432 , 144., 159 174 :9 222 261 „R Sfi sU70 188 206 223 262 283 • 40, 185 209 .::',..22.7. . 5 253 280 ' C 361 438 T . 247 275 304 331 393 438 109 122 , 133 148 161 206 247 5 1574` 174 191 207 243 269 41 116 19B _ 216 241 266 290 344 427 `219`5 - 262 289 315 374 427 101 .• ; 1,14, 124'. 137 150 162 191 235 1�4 :140 162 177 192 225 256 42 168. 189 - :. 206 229 253 276 327 417 295 24 %. 249 275 300 356 417 94 106 1 5 - 127 139 151 177 224 12 5,. :,!136} 150 164 178 210 244 43 160 180 _ " 198 .. 219' -.. :242` 263 312 406 196 213 296.-‘: 263 286 339 407 :88'::. 98; 107 ., .118.:' :130.. 140 165 213 >116 ;120 ':140 ,.,. 153 166 195 232 44 153 172 '. 187,'. 209 231 :-'251. 298 387 :197 °-204 :227 251. '273 324 ' 398 82 :92 100 .:.110.. 121 131. 154 199 108.' 11,8:, ':: 131 143: :155: 182 222 45 146 164 179 :, 199 '220 240 265 370 179. 194 -..217 :240 ;`261 310 389 . 76 86 : .:93'. _ . . 103 , ,113 ; '.' 122' 144 185 :101. • '1.10 :122' `: -133 145. 170 212 46 139 197,.. 171_: •191 ' 211 :230 272 354 :'171 •.186 207,_.' 229.: , `250 296 380 71 80... :'87_ 97 106 114 135 174 95. , 103 114: 125 3 135 159 203 47 133 150 .164 183:; -20 ,1220 • 261 339 -:1164 178 ' 1.99, : -219 :239 284 389 87 75" . . 82 .• 90 -. - 9941. -. .407 126 163 n -:69 : : 96 .107 .' 1.17. :127. 149 192 48 128 144 :' 157 .. 175 °194 : 21'1 250 325 157 171 ` 1'90' ' %219 229 272 353 63 .:70 77 85 . -93 101 118 153 '63 '90. ;1001 1;10 1.1 '9 140 180 49 ;150 ::'':1'64 ::1:83 - ..'•202 .;-,:220. 261 339 78 .. ::'" :85 •+'94: -. 4`03., `1.12 • 131 169 50 1'44 1$7 ' • 175 . 194 ` 211 -250 325 . 73 .80 .89 . .. 97 :' 105 124 159 51 139 .151 168- 186 203 241 313 69 75 83 91 99 116 150 52 133 145 182 179 195 231 301 65 71 79 88 93 110 142 30 ANF & ASSOCIATES Consulting Structural Engineers 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 E-mail: anf1688Qpacbell.net Joe No. /("0° 7 dok,leeg K /gyp RiBBan) By c_ SDoIne ' rra 1,4 • DATE SH. E' of C tciK (E) elffi_ ce) w 27 X Sq G 41e p f 4-1 23.25/ -f- 4D 2 (34 1.') (20/sp) ( 37� --4 v4 (3/. a) (2 e5f): (tO ' 474 63A34) t (2)(780) t ;ft: t (.) O/2 Mph. / F 3 NDtp.#3' :mot 2 1/D4 iho �ZS )(2) r i-721 - f - 23 f 7D#, a g9 # -r L2) (g741) = 3 Pc. f1u4 ! FF I FF 3 rl�� 3 Mu4 2 r5 = 474 -t- 23 -t-70 -i, 99.4 t ,,D# ___,_ --y--- \ ..,--- HDOP 4 I 09 3 F.Pz 58.3 7444 9L SUM E r6 - 3VaD PL f& C�) R1v (E) w 27 x g4 sfe mgc4Lc &soil ± (3) (33) �' ��) (75 ') NbDP #2 mu�2 ANF & Associates 9420 Telstar Ave, Suite 118 El Monte, CS 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688 • •acbell.net Title : Dsgnr: Project Desc.: Project Notes : Lic. # : KW- 06000953 Description : Check (E) W27x84 @ Grid F/59 -60 Material,Properti s Analysis Method : Allowable Stress Design Beam Bracing : Beam bracing is defined as a set spacing over all spans Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 llnbrececi Lengths Job # F1 Printed. 5 APR 2010, 9:40AM License Owner : ANF & ASSOCIATES Calculations per IBC 2006, CBC 2007, 13th AISC Fy : Steel Yield : E: Modulus : 50.0 ksi 29,000.0 ksi First Brace starts at 5.0 ft from Left-Most support Regular spacing of lateral supports on length of beam = 6.0 ft D(6.796) Lr4.745) D(6.796) Lr4.745) D(3.796) Lr4.745) D(4.402) Lr4.74303 11p(4.769) Lr4.745) D(4.54) r4.745) W27X84, Span = 39.0 ft Service loads entered. Load Factors will be applied for calculations. Load(s) for Span Number 1 Point Load : D = 6.7960, Lr = 4.7450 k 5.0 ft Point Load : D = 6.7960, Lr = 4.7450 k (a)11.0 ft Point Load : D = 3.7960, Lr = 4.7450 k 17.0 ft Point Load : D = 4.4020, Lr = 4.7450 k @ 23.0 ft Point Load : D = 0.110 k (a) 25.750 ft Point Load : D = 4.7690, Lr = 4.7450 k @ 29.0 ft Point Load : D = 4.540, Lr = 4.7450 k @ 35.0 ft Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Live Load Deflection Ratio 0.506: 1 W27X84 307.957 k -ft 608.782 k -ft +D+Lr +H 17 160f Span # 1 0.503 in 0.000 in 930 Max Downward Total Deflection 1.035 in Max Upward Total Deflection 0.000 in Total Deflection Ratio 452 Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn /Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Desi•n OK 0.124 : 1 W27X84 30.3470 k 245.640 k +D +Lr+H 0.000 ft Span # 1 Maximum Forces & Stresses or Combinations Load Combination Max Stress Ratios Segment Length Span # M V Summary of Moment Values Mmax + Summary of Shear Values Mmax - Ma - Max Mnx Omega*Mnx Cb Rm Va Max Vnx Omega *Vnx Overall MAXimum Envelope Dsgn. L = 4.88 ft Dsgn. L = 6.05 ft Dsgn. L = 6.05 ft Dsgn. L = 5.85 ft Dsgn. L = 6.05 ft Dsgn. L = 6.05 ft Dsgn. L = 4.10 ft +D Dsgn. L = 4.88 ft Dsgn. L = 6.05 ft Dsgn. L = 6.05 ft Dsgn. L = 5.85 ft Dsgn. L = 6.05 ft Dsgn. L = 6.05 ft Dsgn. L= 4.10 ft 0.243 0.432 0.506 0.506 0.506 0.506 0.506 0.132 0.229 0.259 0.259 0.259 0.259 0.259 0.124 0.124 0.077 0.030 0.043 0.082 0.119 0.067 0.067 0.039 0.012 0.022 0.041 0.060 147.94 263.07 147.94 307.91 263.07 307.96 300.74 300.74 239.08 239.08 119.23 119.23 80.33 139.70 80.33 157.68 139.70 157.68 152.48 152.48 120.84 120.84 59.90 59.90 147.94 1,016.67 608.78 1.71 1.00 30.35 368.46 245.64 263.07 1,016.67 608.78 1.22 1.00 30.35 368.46 245.64 307.91 1,016.67 608.78 1.06 1.00 18.81 368.46 245.64 307.96 1,016.67 608.78 1.01 1.00 7.27 368,46 245.64 307.96 1,016.67 608.78 1.10 1.00 10.53 368.46 245.64 307.96 1,016.67 608.78 1.49 1.00 20.05 368.46 245.64 307.96 1,016.67 608.78 2.75 1.00 29.33 368.46 245.64 80.33 1,016.67 608.78 1.71 1.00 16.48 368.46 245.64 139.70 1,016.67 608.78 1.21 1.00 16.48 368,46 245.64 157.68 1,016.67 608.78 1.05 1.00 9.68 368.46 245.64 157.68 1,016.67 608.78 1.01 1.00 2.89 368.46 245.64 157.68 1,016.67 608.78 1.11 1.00 5.42 368.46 245.64 157.68 1,016.67 608.78 1.50 1.00 10.19 368.46 245.64 157.68 1,016.67 608.78 2.78 1.00 14,73 368.46 245.64 nlvr a nJJUUdL 9420 Telstar Ave, Suite 118 El Monte, CS 91731 Tel: (626) 448 -8182 Fax: (626) 448 -8092 E -mail: anf1688 ' •acbell.net Title : Dsgnr: Project Desc.: Project Notes : Description : Check (E) W27x84 @ Grid F/59 -60 Load Combination Segment Length +D+Lr +H Dsgn. L = 4.88 ft 1 0.243 0.124 147.94 147,94 1,016.67 608.78 1.71 1.00 30.35 368.46 245.64 Dsgn. L = 6.05 ft 1 0.432 0.124 263.07 147.94 263.07 1,016.67 608.78 1.22 1.00 30.35 368.46 245.64 Dsgn. L = 6.05 ft 1 0.506 0.077 307.91 263.07 307.91 1,016.67 608.78 1.06 1.00 18.81 368.46 245.64 Dsgn. L = 5.85 ft 1 0.506 0.030 307.96 300.74 307.96 1,016.67 608.78 1.01 1.00 7.27 368,46 245.64 Dsgn. L = 6.05 ft 1 0.506 0.043 300.74 239.08 307.96 1,016.67 608.78 1.10 1.00 10.53 368.46 245.64 Dsgn. L = 6.05 ft 1 0.506 0.082 239.08 119.23 307.96 1,016.67 608.78 1.49 1.00 20.05 368.46 245.64 Dsgn. L = 4.10 ft 1 0.506 0.119 119.23 307.96 1,016.67 608.78 2.75 1.00 29.33 368.46 245.64 Overall Maximum Deflections • Utifactored Loads Load Combination Span Max. " -" Defl Location in Span Load Combination Max. " +" Defl Location in Span Max Stress Ratios Summary of Moment Values Job # Printed: 5 APR 2010, 9:40AM License Owner : ANF & ASSOCIATES Summary of Shear Values Span # M V Mmax + Mmax - Ma - Max Mnx Omega *Mnx Cb Rm Va Max Vnx Omega *Vnx D+L+Lr 1 1.0349 19.500 0:01:4m. eflectlons for t., oad.Gombinations Unfactored:Loads Load Combination Span Max. Downward Defl Location in Span D Only Lr Only D+L+Lr 0.0000 0.000 Max. Upward Defl Y iQa Rea Load Combination Overall MAXimum D Only Lr Only D+L+Lr $te.etSection Depth Web Thick Flange Width Flange Thick Area Weight Kdesign K1 its Ycg 0.5322 0.5028 1.0349 GtQ[e 19.305 19.695 19.500 Support notation Far lett is #1 0.0000 0.0000 0.0000 Location in Span 0.000 0.000 0.000 Support 1 Support 2 rope=, 30.347 16.477 13.870 30.347 W27(84 26.700 in 0.460 in 10.000 in 0.640 in 24.800 inA2 84.419 plf 1.240 in 1.063 in 2.540 in 13.350 in 29.332 14.732 14.600 29.332 Ixx S xx Rxx Zx Iyy Syy Ryy Zy rT 2,850.00 in ^4 J 2.810 in ^4 213.00 inA3 Cw 17900.00 inA6 = 10.700 in = 244.000 inA3 106.000 inA4 21.200 I03 Wno = 65.200 in A2 2.070 in Sw = 104.000 iO4 = 33.200 inA3 Qf = 39.800 inA3 = 2.490 in Qw = 121.000 inA3 ANF & ASSOCIATES Consulting Structural Engineers Tel (626) 448-8182 Fax: (626)448 -8092 E-mail: anf1688@pacbelt.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 ft C$) flMbIZ 1' "LL OP M)/.14 PAIL 12 /512_ 1Z 6.9!K4xisGA. �. . r�. s)-11 K =zt f 5 tg 64 Curl- ,/ ,,n i Joe No. /Deq �l )-4.1Pt .rte C D R e• 1 4 gv G gum coon 1A)/9 DATE SH. f (N) 4 =-#Ito SciZf (N) >sgxibx% S'Vg $H1 f.2 s1op () 341' Oka vmatZ. OF �T Tel: (626) 448 -8182 ANT & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers ' anf1688Qa pacl+oll.net 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 ebli. /eft. kf9 4,68'6n1 gDO /iie n}rek 1/0-4 /WA Off9)f.q Off/411.J w, -r ( _ /1/ (2o' - J (ipts0 M�1 � Srv, )t►Ak DP pi'A) tit. =1. ()I' - ) (4D fsf 3 " OR►cK v6■072 USE. Ts 02( 75x. / 130?-11 SIPE wi f rrA 12 51:F WE/9Hj 7 . ST Joe No. / Dg o4 By S'G DATE fit'( istsf) aw pr ; fatbAl (1 y 63.z i,'I j) (4bk.$ ;) K } 2_6nk Dk Dffaci,oN) r, i w..' 3�C� �Lx (251) t /7: / 4 /r) (izt ) .rY1( (9-9vD 0), si ) (03 -7 ;n4) Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E -mail anf1688Qpecbeu net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 1)`Li8ft l &p AmoN1 50viije Ji WA. f (i/j. L p e GJ) al- . z) ( + /7 - r) v5e YS 'x4 )r 3/r6 ca Ll,t,,J. ; 3 ;f-//4i[ 0/311 G?wHnJ )1 j JOB No. )2g40 B„ SG DATE Z7.4.)< ; (flew( •Aisc. TA81.6 4 -3 fAe4 4= y' • ANF Jos Na /Oh, q ANF & ASSOCIATES Fax: (626) 448 -8092 Q I Consulting Structural Engineers &nail: eaf1688a3pecbell net col -�IeE� ^�� Q►8Kbn1 By S'G sbovCCnr1oR • DATE 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 G Sri. 1 OR 09 6(R/9;( SYvp oP thil -raf9 id/LL = o-4 S',s 1 wP (A400 4/0 (i D> kot a.37sq - slo tulliL PI- - (zy 1 - ' (iot250 Z /FT � 1cK VENaR pL = (17 '- 1 !) (ipsi) 4-1T iJbPY fp4 PL - ')0.0.$0 3a #/f T f,5c PL 2D1- = !9B #/T f 'PE f.fAei,uq @ 4 °o.67. keilh. 4, .e met = (/4k)(4-b1/)(0.57e4) (r) 424 *VT 6" X /54 A/ /S 64 ail CE W/ 6 ° X /54 x /004 evAr. 10 S71181-1 THE Ulf & May 51M , 3PE p A' L 2�St 2 wilko (2D1- ) = 707 ANF & ASSOCIATES Consulting Structural Engineers Tel: (626) 448.8182 Fax: (626) 448 -8092 E-mail .• anf1688(4acbell.net 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 sotoot DII 9,0014 4141k' . (N) Alta POL. groP WAIL ro ),,lq r 4.71. (/D) (7. 7') �s7� = )47.3 <2490 Pk 4, 1 2hoo ks j 33 ks, (7J) (y ooks, C ()y7 3)2. Pee '6.h77) (13.2ks ;) �3.zks; JOB NO. J a e f By SG DATE Pin - Fc( AJ. = (J/k5; J(4:447 42) - 5. 7kiPs >) Pu — 42 �) "X) "X /B64 eeAeE C 4-e° .c. MOPE. 4 - 2w s g Bich To Slop J F e77,A , %E. )2/s7-2 vD F K (4)(24,19 = 2t2s1 > 42� ok ANF & Assoc! Ams Consulting Structural Engineers 1b1: (626) 448 -8182 Fax: (626) 448 -8092 E-mail: anf1688®pacbell.net 446 00' 9420 Telatar Avenue, Suite 118, El Monte, CA 91731 Jon No. By DATE SH. --1 OF i'yo)(4.1 a ANF lel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Sttuctui al Engineers E-nua anf1688@pacbell.net 9420 Ulster Avenue, Suite 118, 131 Monte, CA 91731 • Joey Na Br DATE SH. -Ot= NJ 6At= Keiatcro !E) A puce- - ti6E L-e•fr,T/W L . -477)1r mr 60/vfrecrpo.iki $ts46-6 46 ekrcr Fpm - �c+s Loop cN-'0rtiJ '1151: (626) 448-8182 ANF & ASSOCIATES Fax: (626) 448-8092 Consulting Structural Engineers &mak allf16814Pacbdinet 94201151sta: Avenue, Suite 118, El Monte, CA 91731 \itiL 70 (__E-J C.r46 epf.-0ex • I -it)(/1,6. 1, 1 41, o if Zo 41' 3-Of Jon No. By DATg SM. h.-, or_ P(A/1._j •.-A-a /J74 c 12"gr. (.6 7) kor v4'1771g° 1- 0 7<ot, --77 z116, >--7 2,1143 - -• 120/t To (T) /4,14.A LENTON Features • Meets or exceeds major international building code and Department of Transportation requirements, including Caltrans' Ultimate Splice requirement, IBC ®, UBC® and ACI® 318 Type 2, DIN 1045, BS8110, BNFL, and BS5400 • Uses standard rebar; requires no bar -end preparation such as sawing or swaging — ideal for in -situ splices • Is smaller than other bolted splices currently available • Performs like a continuous piece of rebar • Works in repair, bent bar;'_ retrofit,.. precast closure Pour and new construction applications • Meets slip-criteria _ of less than 0.1.0 mm (0.0039 in) • Provides superior fatigue performance • Works with a:variety of standard: US and international rebar grades... • Installs quickly and easily using simple hand tools — does not require special skilled labor • Allows for simple visual inspection • Works as one -step transition on ASTM (in-lb) and metric:rebar Patent nb. • 7,107,735 / 7,093;402. Additional. patents in other countries. LENTON° LOCI( Mechanical Reber Splicing System LENTON® LOCK, a new in -situ rebar splice from ERICO®, requires no bar -end preparation. It is ideal for new construction, repair or retrofit applications. The LENTON LOCK coupler features patented gripping technology that provides for the development of full rebar strength and improved overall structural integrity in tension, compression, stress - reversal and dynamic applications. This innovative mechanical rebar splice is designed for use in column splicing, bridge applications, piling, splicing to protruding dowels cast in concrete, closure pours, beams, chimney construction and other demanding splicing applications. LENTON LOCK couplers meet or exceed major international building codes and Department of Transportation (DOT) requirements, including Caltrans' Ultimate Splice requirement. LENTON LOCK couplers allow for easy and simple field installation since no bar -end preparation, sawing or swaging is necessary. The couplers can be installed with just a standard wrench or an impact wrench depending on coupler size. The bolt heads will shear off when proper installation tightness has been reached, which allows for completely visual inspection. LENTON LOCK works as a one -step transition on ASTM (in-lb) and metric rebar. For Canadian rebar sizes, contact ERICO for transition compatibility. The completed connection performs similar to a continuous piece of rebar. In testing, the couplers demonstrated less than 0.0039 in (0.10 mm) of slip. F� ERICD° � Tel: (626) 448 -8182 ,A r & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers E-mail: anf1688@Pacbell.net 9420 Telatat Avenue, Suite 118, BI Monte, CA 91731 Joe No. BY DATE SH. ` / - OP_ GNP our (,E) Cot. IV lb" T ,,z,, AT c44T5 �2 .. $� MA £°°"°T 6 (e M & Xf NoT 144NIM i.VIA WAREA b xt bpd 4. ftSx 3" .or y �► IL 5 3/-6)(34 J St-6)(1'4)(12r c owc_ -G- d975 Tel (626) 44182 Joe No ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Structural Engineers &ma7 eat1688QpeebelLaat Br DATE 9420 Telstar Avenue, Suite 118, E1 Monte, CA 91731 6 x y,kidtfittP cQ. Jib- --ter I f ft) ( E . ) ' Fog- 1ZAR,11 kW) i"x7'' pe r//J f- It5aC1'- Tor 3'4 x3r �0 0415 () 6 Lk8 1141 cr 1_ b Tor Q. 1-0 1 °Trod Lki9 New) z- +15 ri4 PIP Fe liod -t5 l s-o4z - 6 a,iP 0 litilifilATTS® FD -300 Tag. Area Drain with 7" Adjustable Top SPECIFICATION: Watts Drainage FD-300 epoxy coated cast iron area drain with anchor flange, weepholes, 7 "(178) diameter adjustable top with ductile iron grate, and no hub (standard) outlet. T 7" (178) 2 -3/4" (70) MAX 1 -1/2" (38) MIN t • Chart B L— PIPE SIZE Load Rating & Free Area J • The )cad classifications are in accordance with the American National Standards ASME A 1 12.21.1 M ASME Ratings are as follows: XIID - Safe Live load 7500 -I 0000 lbs.l3375.4500k9) The above categories are given as a guide only. Please consult foclory. Components NH(NU► P 60/61 ';Ripe Size: No . Hub. • - •. Pu h _ ,.OB; PVC/ • ABS /. 2 "(51) 3" (76) 4" (102) 4 -1/2" (114) 4.1/2" (114) 4 -3/4" (121) 5.1/2" (140) 5.1/2" (140) 3.1/2" (140) 4" (102) 4" (102) 4" (102) Load Rating & Free Area J • The )cad classifications are in accordance with the American National Standards ASME A 1 12.21.1 M ASME Ratings are as follows: XIID - Safe Live load 7500 -I 0000 lbs.l3375.4500k9) The above categories are given as a guide only. Please consult foclory. Components i i t j 84.34 FD -360 Pipe Sizing. (Select One) Suffix Description 2 2 ")51) Pipe Size ❑ 3 3')76) Pipe Size ❑ 4 4')102) Pipe Size ❑ Outlet Type (Select.Orie) Suffix Description NH No Hub (MI) ❑ P Push On El Options (Seleit.Orie or More) Suffix .. Description , -1 Nickel Broze Top ❑ -5 Sediment Bucket ❑ -6 Vandal Proof p -7 Trap Primer Tapping ❑ -8 Backwater Valve (2,3,4" Only] ❑ -13 Galvanized Body ❑ -21 Secondary Strainer ❑ -34 Closure Plug ❑ •C Membrane Clomp ❑ -F4 -50 4" Round Cast Iran Funnel ❑ -F4-1 4' Round Nickel Bronze Funnel ❑ -F6-1 6° Round Nickel Bronze Funnel ❑ -G-50 4x9" Oval Cast Iron Funnel ❑ -G-1 4x9' Ovol Nickel Bronze Funnel❑ -Z Elastomeric Flange ❑ 000;0 0y Mii&ibl Suffix.. Desaipfiiin -60 PVC Body w /Socket Outlet ❑ -61 ASS Body w /Socket Outlet ❑ Job Name Contractor Job location Engineer Contractor's P.O. No Representative WATTS Drainage reserves the right to modify or change product design or construction without prior nolice and without incurring any obligation to make similar changes and modifications to products previously or subsequently sold. See your WATTS Drainage representative for any clarification. Dimensions are subject to manufacturing tolerances. WATTS® Specification Drainage Products USA: 100 Watts Road, Spindale, NC, 28180 -2298; TEL: 828- 288 -2179 TOLL -FREE: 1 -800- 338 -2581 www.watte.com ES- WD- FD-300 USA 0523 FD-300 Tel: (626) 448 -8182 ANF & ASSOCIATES Fax: (626) 448 -8092 Consulting Struottual Engineers E-mail anf1688@pacbe1Ln t I ) 9420 Telstar Avenue, Suite 118, El Monte, CA 91731 Jon Na Br DATE SIA C, S OF Halit / t, ?T . . ao ikg G 01 Ft0K. NEW 3 n�� • • Jim Haggerton, Mayor Department of Community !r °evelopment Jack Pace, Director April 22, 2010 Tricia Russel Cortland Morgan Architect 711 N Fielder Rd Arlington, TX 76012 RE: Correction Letter #1 Mechanical Permit Application Number M10 -020 Jollibee/Red Ribbon —1372 Southcenter Mall Dear Ms. Russel, 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 Johnson 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) 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 messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: M10 -020 W:\Permit Center \Correction Letters\2010\M10 -020 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Tukwila Building Division Allen Johannessen, Plan Examiner Building Diivision Review Memo Date: April 21, 2010 Project Name: JolliBee/Red Ribbon Permit #: M10 -020 Plan Review: Allen Johannessen, Plans 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. Plan cover sheet General Notes make reference to California mechanical code and energy codes. Remove all references for California codes and revise all applicable code notes to refer to International Mechanical codes, Uniform Plumbing codes, Washington State Energy codes and all other code references relative to local Washington State and international codes. 2. The floor plan has changed to accommodate an additional restroom fixture. Show revision to floor plan to for consistency with all plans. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 1 February 17, 2010 • CitJ/OfTUAVila Jim Haggerton, Mayor Department of Community Development Tricia Russel 711 N Fielder Rd Arlington, TX 76012 RE: Letter of Incomplete Application # 1 Mechanical Permit Application M10 -020 Jollibee/Red Ribbon —1372 Southcenter Mall Dear Ms. Russel, Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on February 11, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Building Department: Dave Larson at 206 431 -3678 if you have any questions concerning the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, 'fer Maha11 it Technician Enc . res File: M10 -020 W: \Permit Center \Incomplete Letters \2010\M 10 -020 Incomplete Ltr # 1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Determination of Completeness Memo Date: February 16, 2010 Project Name: Jollibee/ Red Ribbon Permit #: M10 -020 Plan Review: Dave Larson, Senior Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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. Please provide structural plans and supporting calculations for the additional roof loads imposed by the new mechanical equipment. 2. Are the three proposed grease hoods listed? If so, please provide the installation requirements and conditions of the Listing agency. Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670. No further comments at this time. PER :_ 9T COORD COMP" PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -020 DATE: 05/07/10 PROJECT NAME: JOLLIBEE /RED RIBBON SITE ADDRESS: 1372 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural n Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete g Comments: DUE DATE: 05/11/10 Incomplete n Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route IF1 Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/08/10 Approved 111 Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PER ` IT CI RD COP` PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M10 -020 DATE: 04/13/10 PROJECT NAME: JOLLIBEE /RED RIBBON SITE ADDRESS: 1372 SOUTHCENTER MALL Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit Issued DEPART ENT : ..•V\ ding ivision Public Works 1-1-11-0 Fire Prevention ❑ Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete IA Comments: Incomplete DUE DATE: 04/15/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Building Please Route Structural Review Required No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/13/10 Approved Approved with Conditions ❑ Not Approved (attach comments) [N! Notation: REVIEWER'S INITIALS: DATE: Permit;Center Use Only �_��� CORRECTION LETTER MAILED: Departments issued corrections: Bldg, Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PE C Y6 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -020 DATE: 02 -11 -10 PROJECT NAME: JOLLIBEE /RED RIBBON SITE ADDRESS: 1372 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPART ENT : sip Building !vision In Public Works A ktAJc. >»iO Fire Prevention j Structural n Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 02 -16 -10 Complete ❑ Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTIER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:] TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03 -16-10 Approved n Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 1 • • 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 EVIs.i r SUBMITTAL: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: 0110- 020 ❑ 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: &U.1 MC/ jieD Project Address: 1 1372. cryt q� (aver i U I - j� _r, Contact Person:afl t� VPIn 1 1 II1Q Phone Number:(gdp- 2 `(DVec� Summary of Revision: •J REcevED cwoptu MAY 0 7 20111 PERAArr CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 05101 1O \ applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: 1 -2009 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Pax: 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: Plan Check/Permit Number: M 10 -020 • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building inspector or Plans Examiner Project Name: Jollibee/Red Ribbon 'APR 13 1010 PE RCEivrEh Project Address: 1372 Southcenter Mall Contact Person: _TE1, _ Phone Number: n Summary of Revision: - Rju,4 QI�vVI t � Gtjcr 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 014k V7 11) lapplications\forms- applications on linelrevision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Piier Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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. Business and Licensing Information Name Tilton Pacific Const Inc UBI No. 602872954 Phone 9166307200 Status Active Address 4150 Citrus Ave License No. TILTOPC909CP Suite /Apt. License Type Construction Contractor City Rocklin Effective Date 2/16/2010 State Ca Expiration Date 2/16/2012 Zip 95677 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date Tilton, James Richard President 02/16/2010 Tilton, Stephanie Kathleen Secretary 02/16/2010 Bond Information Bond Company Name INS CO OF THE WEST Bond 1 Page 1 of 1 Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2304298 02/11/2010 Until Cancelled $12,000.00 02/16/2010 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 AMERICAN GUARANTEE 8 LIABILITY CP0427795001 01/01/2010 01/01/2011 $1,000,000.00 02/16/2010 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 05/19/2010 GENE NOTES Q Q Ni. PLAN AND WORK FOR TIE PROJECT SHALL COWIN TO THE REQUIREMENTS OF THE CiTY CODES. REFER AND COORONATE TO ARCHITECTINIAL AND STRUCTURAL DRAMS FOR EXACT LOCATION OF GEM DIFFUSERS, REGISTERS. GRILLES, DUCT OPENINGS THROUGH ROOF MD WALLS, AND CEIUNG EQUIPMENT ETC. 3 ALL REQUITED, INDICATED OR SHUWN RAC DUCTWORK, PIPING AND FQUPMIENT WEN CONFLICT WTH THE WORK OF OTHER TRADES AND EAIJPME T WITCH CONFLICT WINOS WORK OF OTHER TRADES SUCH AS STRUCTURAL MEMBERS, ELECTRICAL, FUMING, FIRE SPRINKLER LAWS AND EQUIPMENT, ROOF PLATFORMS /CURBS, SKY LIGHTS, ATTIC VENTS, ETC. SHALL BE MOVED, OFFSET OR REROUTED BY THE CONTRACTOR FREE OF CHARGE. MAJOR CONFLICT SHALL EE BROUGHT TO THE ATiENTION OF THE ARCHITECT WORE NE FINAL NSTALLAiION. 0 0 10 11 13 ROOF OPENINGS & PLATFORMS TO BE CURBED AND LEVEL, 6" TANNIN HEIGHT, FLASHED AND CAPPED WITH SHEET METAL. A/c CONTRACTOR TO COORDINATE REQURED SIZES AID LOCATIONS WITH MEAL CONTRACiOR. ii,/C UNIT ON GROUW OR ROOF TO BE CURBED AND LEVELED. ALL WEATHER EXPOSE' EQUIPMENT, Em.. SHALL BE COMPLETELY WEATHERPROOFED. ALL A/C UNITS SHALL BE CONTROIJ.EO BY A 7 DAYS, 24 HOURS TIME CLOCK WITH MANUAL BY -PASS. AUTOMIATICALLY SHUT DOWN DURING PERIODS OF NOM -USE. ALL A/C UNITS TO BE OPERATED ML I1ME DURING BUSINESS HOUR FOR OUTDOOR AR VENTILATION. ALL KW.. WUPMENT SHAU. BE LABELED TO THE SPACE SERVED AS REQUIRED BY SECTION 304.5 OF CMC. CONTRACTOR SHALL mom VDRATDN ISOIATION DEICE FOR ALL hecHAuGAI. EQUFMEMNT AS ACOUSTIC CONTROL CONTRACTOR SHALL INSTALL THE EQUIPMENT OR SYSTEM PER MMNIFACIURER'S INSTALLATION RECOMMENDATION. CONSULT WITH MANUFACTURING NUF IF NECESSARY. ALL A/C CONDENSATE LIES TO BE NULLED BY PLUMBING CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR LOCATON OF COIEENSATE LIES. EXPOSED DUCTWORK AND PLENUMS TO BE KEPT TO A'ANNUM AND WATERPROOFED. SEAMS TO BE CAULKED WITH SEALING MASTIC BEFORE CLOSING, AND THEN COVERED WITH SEGO ALUMNUM PLAS -T -COTE ROOF COATING OR EQUAL SFAUNG 14 SPIRAL SUM G.L ROUND DUCTWORK MAY ENE INTERCHANGED WITH THE SQ. OR RECT. DUCTWORK (N CONCEALED SPACES ONLY) AT CONTRACTOR'S OPTION, SPACE PERMITTING. 15 CODE APPROVED (WITH SCRIM CLOTH) FLEXIBLE DUCT MAY BE USED N CONCEALED SPACES FOR PLENUM MD DIFFUSER CONNECTIONS WITH ENGINEERS APPROVAL MAXNA M 6'-0' LONG. 18 AU. COMECTIONS BETWEEN A.C. UNiTS/FMNS AND DUCTWORK, OR PUMPS AND PRIG, SHALL HAVE REPROOF, HEAW DUTY FLEX- CONNEiCTIONS (CTY APPROVED) WITH 3" UK CLEARANCE ISOLATE AU. H.VAC. UNITS/FANS & EQUIPMENT FROM STRUCTURE WTM APPROVED ISOIA11ON MOUNTS. 17 113 VOLUME DAMPEFT SHALT. BE PROVIDED IN ALL DUCT TAKE -OFFS TO NDMIXIAL Ci]LING DIFFUSERS, REGISTERS MD GRILLES, PROVIDE REMOTE OPERATOR WHERE ANA 1131.E. PIPE INSULATION FOR REFRIGERANT UNES SHALL BE 1" AND MATERIAL CONDUCTANCE OF K - 0.27 BTUH - N/SQ FT. DEG F OR LESS. THE INSULATION TO BE CERTIFED BY CAI.FOR MA ENERGY COMMISSION. WHEN PIPING LIVES PENETRATE INSULATED WADS OR ROOF, THE HOLE MUST BE SEALED WITH N4 APPROVED POLY SEAL MATERIAL. 19 ALL IMAM MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WiTH THE CILLFORNIA QUALITY SWARD FOR ISOLATION. AL DUCiMNORK IN STUDWAUS TO BE LSOIATED WITH 1/4' FELT IN THE DUCT SUPPORTS AND WHERE IT MAKES CONTACT WITH THE BUXOM CONSiRUCiION. INSTALL OtE DUCT ONLY IN EACH STIA SPACE 21 DUCT SIZES SHOWN ARE NET SUES REQUIRED. UNED DUCTS SHALL BE INCREASED IN SIZE TO ACCOMMODATE LINING WITNOUr LOSS OF AREA. Q2 ALL DUCTS SHALL BE FIRMLY SUPPORTED OR HUNG AND NEATLY ALIGNED AND INSTALLED. SPACE HANGERS REQUIRED TO SUPPORT THE DUCTS WITHOUT SAGGIM AS REQUIRED BY THE BUILDING FRAMEMtORK. AND AS REQUIRED Lit OTHER ETTEIT:ERENGE. LOCATION AND SPACING OF HANGERS AND SUPPORTS SWILL BE COORDINATED BY THE ADDITIONAL STRUCTURAL MEMBERS. SEAL OPEN SPACE BETWEEN DUCTS & WALL COORDINATE DUCTWORK WITH THE UGHTING FIXTURES, CB/4G SUPPORT SYSTEM, AND ACCESS DOORS ETC. INSTALL ACOUSTIC URNS N DUCTWORK FOR 10 FEET ON EACH SIDE OF FAN (SIMPLY AND RETURN). PROVIDE BACKDRAFT DAMPERS AND CORROSION RESISTANT SCREEN OF 1/4' WIRE MESH ON EACH DUCT FROM INTERIOR SPACES TO THE OUDSDE UNLESS PROHIBITED BY CODE. • CONTRACTOR SHALL PROVDE FIRE OR COMBINATION F1 E/SMOKE DP PERS AT FIRE OR FIRE/SMIOKE RATED PENETRATORS ITS REQUIRED BY CMc. e FLIERS ON RETURN / AIR PLENUM SHALL �BEp�FA�Rq�30 //30 OR 1yE�Q■U�A/L/ OR APPROVED ��� ® TPANSWISE JOTS ON SHALL BE STALED WITH .CA SOME", ", OR R AFP W EU GV AL. • ALL DUCT WORK SIWL BE CONSTRUCTED MD INSTALLED N ACCORDNCE MTH THE 200 7 CPC. ® DUCT iSINATION SHAU_ BE AS PER 7M1043QW4InnieMINE0 MD HIET TITLE, 24 REOUIRFMI>�HT. ® DETECTTKis SHNI BE PROVIDED o 414 t 4 C,, 31 DUCT CONSTRUCTDN SEALANT: PRONDE MASTIC OR TAPE DUCT JOINT SEALANT. ® NNSULATION APPLIED TO TIE SURFACE OF DUCTS, WINGS, TAPES, AND ADHESIVES. LOCATED IN BUILDINGS SWILL L HAVE A FLAME -SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE - DEVELOPED RATING OF NOT MORE TRW 50 WHEN TESTED N ACCORDANCE IYiTH NFPA 255. • A 120 -VOLT RECEPTACLE SHALL BE LOCATED WTTHN 25 FEET OF THE EQUIPMENT FOR SERVICE AND M NIfEEWMCE PURPOSES. AS REWIRED BY ,, 6 } MIST-MKT AND INSTALLATION OF ALL LIE VOLT. WRING, ALL LON AND UNE VOLT CONDUT AND AUXILIARIES FOR MECHANICAL SYSTEMS SHAD. BE BY THE ELECTRICAL. CONTRACTOR. THE CONDUIT FOR LOW VOLTAGE WIRING OF MECHANICAL. SYSTEM EXPOSED TO THE WEATHER SHALL BE APPROVED FOR BCTE IDR USE MO BE BY DE ELECTRICAL CONTRACTOR. ® All. THERMOSTATS SHALL BE NISTAl1ED APPROXIMATELY 4 Fr ABOVE FNISIED FLOOR. VERIFY LOCATION IBM ARCHITECT. 36 ACOESS TO ASPECT, SERVICE, REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION 10 ALL W NPMENT SHALL BE PROMDED. UN ESS OTHERWISE SPEcFED. NOT LESS THAN 30 INCHES OF WORKING SPACE AND PLATFORM SHALL L BE PROVDED. COORDINATE LOCATION WITH ARCHITECT. ® ALL O.S.A. INTAKES AND EXHAUST FMS TO BE PROVIDED WITH BACK DRAFT HAMPER. ® ALL EXTERIOR LOUVERS AND DOOR LOUVERS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR. TIMER, TIME BACK A CONDUIT BY ELECTRICAL. CONTRACTOR. ® ENVIRONMENTAL EXHAUST OUTLETS SWILL BE 3 FEET FROM PROPERTY LINE; 3 FEET FROM OPENNO WC! THE ENDING. git ® EXHAUST OUTLETS FOR PRODUCT CONVEYING SYSTEM SHALL BE 10 FEET FROM PROPERTY LINE; 3 FEET FROM EKTFRIOR ROOF/MALL; 10 FEET FROM OPE]NAG INTO BUILDING; 10 FEET ABOVE GRADE. 41 ALL OSA INTAKES MUST THE 10 FEET MINIM AWAY FROM ALL PLUMBING OR APPLIANCE VENTS (OR 31-0' MINIMUM BELOW APPLIANCE VENDS). OSA !LETS SHAD BE COVERED cs 44- SCREEN G 1/4' OPENING. OSA QUANTITY FOR EACH AREA SAL BE • FURNISH COMPLETE MAINTENANCE INFORMATION. REQUIRED ROUTINE WRITENMICE ACTIONS SHALL EE CLEARLY STATED & WORKMATE' ON A READILY ACCESSIBLE LABEL. TEST BEFORE FINAL ACCEPTMK.E AND UNDER THE SUPERVISION OF THE ARCHITECT AND /OR OWNER. FURMSH ALL LABOR MD INSTRUMENTS FOR TEST. • THE SUBM I1TA_ OF A CERTIFIED AR BALANCE REPORT Al D OUTSDE AR CERTFICATION ME Ri QUSD PRIOR TO OCCUPANCY. (.) APPLIANCES DESIGNED TO DE FIXED A POSITION SHALL BE SECURELY FASTENED IN PLACE. • CONTRACTOR SHALL SUBMIT SHOP DRMINGS MD AS-BI ALT DRAMS TUGS TO NE ARCHITECT & OWNER FOR DOCUMENT REVIEW. 1-1/AC OPERATION TESTS BEFORE FINAL ACCEPTANCE AND UNDER THE SUPERVISION OF THE ARCHITECT MID /OR OWNER. FURNISH ALL LABOR AND INSTRUMENTS. O THE DRAWINGS ARE N PART DIAGRAMMATIC AND ARE NODDED TO CONVEY THE SCOPE OF THE WORK; THEY INDICATE THE GENERAL ARRANGEMENT MD APPROXIMTE SIZES OF EQUIPMENT, DUCiWO KRN , PIPING, OUTLETS„ ETC. FOLLOW THE OWI NGS AS CLOSELY AS PRACTICAL N LAYING OUT THE WORK. BE GUDED BY THE CORD ONS AT THE JOB MO CONSULT TIE CONSTRUCTION ORIIYWN GS COMMONS OF THE OTHER TRADES 10 BECOME FAMILIAR WITH ALL CONDITIONS AFFECTING THE WORK. CONTRACTOR SHOULD VISIT THE JOB SITE AND VERIFY AL THE CONDITIONS, LOCATIONS AND DIMENSIONS BEFORE STARTING WORK. ORDERVio EQUIPMENT AND DUCT/PtPE FABRICATION. FURNISHING MD INSTALLATION OF AIL LOW VOLT. WIRING FOR MECHANICAL SYSTEMS SWAN. BE BY THE MECHHMN)CAL CONTRACTOR. ALL IT.CESSARY MOMENT CURBS, RUNNERS, PLATFORMS, ROOFING, PATCHNG, CUiT1NG, RATIO SHAFTS, FURLING, FLASHING AID PANTING SHALL BE BY GENERA. CONTRACTOR. ALL IEC6SARY DRAINS. CAS, COMENSATE DRAMS WIN TRAPS. WKE - -UP % TER, INCLUDING FINAL COMMONS SHALL BE BY PLUMBING CONTRACTOR. ALL IVESSARY CU RING, RATING SHAFTS, FURRING, HOSING AND PANTING SHALL EE BY GENE!?AL CONTRACTOR. COORDINATE ALL WORK WITH CRIER TRADES. MINIMUM R-8 ISUUtTION ON ALL DUCTS 14 UNCONDfl1ONED. LEGEND SYMBOL ABBREVI- ATION DESCRIPTION DOUBLE SINGLE (EXISTING) +800 - SA SUPPLY AIR DUCT SA +1200 EXISTING 3 TONS COOLING (BTUH): 36,000 TC, HEATING (BTUH): 48,000 INPUT, 38,000 OUTPUT. AIR FLOW (CFM): 800 0 0.5" ESP. ELECTRIC: 208/230 -3 -60, MAX FUSE: 35. OPERATING WT. (LB): EXISTING +500 RA RETURN AIR DUCT 0 (EXISTING) +1000 PACKAGED UNIT ON ROOF (EXISTING) EXISTING 5 TONS COOLING (BTUH): 60.000 TC. HEATING (BTUH): 125,000 INPUT, 100,000 OUTPUT. AIR FLOW (CFM): 2000 0 0.5" ESP. ELECTRIC: 208/230 -3 -60, MCA: 31.0. MAX FUSE: 45. OPERATING WT. (LB): EXISTING 0 EXHAUST AIR DUCT (EXISTING) 0 MAKE UP AIR UNIT ON ROOF 0 OA OUTSIDE AIR DUCT - OA - MAKE UP AIR UNIT ON ROOF CAPTIVEAIRE A1- D.250 -G10 HEATING (BTUH): 222.190 INPUT, 204.415 OUTPUT, 3480 CFM 0 0.5 S.P. 821 RPM ELECTRICAL: 208/230 -3 -60, 1.5 H.P. OPERATING WT. (LB): 747 PROVIDE UNIT W/BACKFLOW PREVENTOR 0 WATER SUPPLY _ 0 TRANSITION - RECTANGULAR TO RECT- ANGULAR -2450 jall=3 0 CAPTIVEAIRE NCABFA AIR FLOW (CFM): 1000 CFM 0 1.25 E.S.P., 1753 RPM. ELECTRICAL: 208/230 -3 -60, 0.5 H.P. OPERATING WT. (LB): 90 TRANSITION - RECTANGULAR TO ROUND 0 i:::ci. GREASE EXHAUST FAN ON ROOF -1130 CAPTIVEAIRE NCA16HPFA AIR FLOW (CFM): 2450 CFM 0 1.5 E.S.P., 1315 RPM. ELECTRICAL 208/230 -3 -60, 1.5 H.P. OPERATING WT. (LB): 159 ELBOW W/TURNING VANE KITCHEN SPACE AIR FLOW = 0 CFM GREASE EXHAUST FAN ON ROOF Bxe1 -s=e- L O UNED DUCT, DUCT SIZE WITH L FOR SINGLE UNE - EXHAUST FAN IN CEIUNG EQII: III III RISE IN DIRECTION OF AIRFLOW R .t EF GREENHECK SP -B90 OR EQUAL SO CFM 0 0,125 S.P. 700 RPM ELECTRICAL: 120V, 100W. OPERATING WT. (LB): 15 PROVIDE UNIT WITH BACKDRAFT DAMPER Q� DROP IN DIRECTION OF AIRFLOW II InIIr III{ III DUCT ENCLOSURE IN GYPSUM BOARD FOR 2 HOURS RATING FLEXIBLE DUCT THERMOSTAT, +44 A.F.F. SUPPLY AIR DUCT - SECTION Imo; I RETURN, EXHAUST. OR OUTSIDE AIR DUCT - SECTION � ROUND DUCT OR STACK - SECTION 12X12CR 360 12"X 12" NECK PERFORATED CEIUNG REGISTER, 360 CFM 6X6R 150 6"X 6" PERFORATED CEILING REGISTER, 150 CFM P12 .._ 12X8 WR 250 12"X 8" WALL REGISTER 250 CFM CD CONDENSATE DRAIN CR CEIUNG REGISTER MA MAKE -UP AIR OD OVERFLOW DRAIN SD DUCT MOUNTED SMOKE DETECTOR TO SHUT -OFF FAN, PER UMC 608. THRU THROUGH TYP. TYPICAL SFD COMBINATION SMOKE & FIRE DAMPER -°--> --� MVD MANUAL VOLUME DAMPER (E) EXISTING (N) NEW (R) RELOCATE TG TRANSFER GRILLE WG WALL GRILLE POC POINT OF CONNECTION -o BDD BACKDRAFT DAMPER -. • �.. DFD DYNAMIC FIRE DAMPER CONSTRUCi1ON NOTES: 1. DRAWINGS ARE ONLY AN APPROXIMATION OF EXISTING CONDITIONS. CONTRACTOR SHALL VISIT THE WORK PRIOR TO SUBMISSION OF HIS BID. AND THROUGHLY FAMILIARIZE IMSELF WITH THE WORKING CONDITION AND THE EXACT NATURE AND EXTEND OF THE WORK. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAY FEE FOR ALL NECESSARY PERMITS. 3. COORDINATE ALL WORK WITH OTHER TRADES. 4. CONTRACTOR TO VERIFY ALL EQUIPMENT IN THE FIELD. MAKE NECESSARY ADJUSTMENT IF R CONFLICTS WITH OTHER EXISTING EQUIPMENT 5. CONTRACTOR TO VERIFY CONDITION AND OPERATION OF EXISTING EQUIPMENT REPAIR OR REPLACE AS REQUIRED. MECHANI EQUIPMENT SCHEDULE ITEM DESCRIPTI ❑N SUPPLY AIR PACKAGED UNIT ON ROOF (EXISTING) EXISTING 2 TONS COOUNG (BTUH): 24,000 TC, HEATING (BTUH): 48,000 INPUT, 38,000 OUTPUT. AIR FLOW (CFM): 800 0 0.5" ESP. ELECTRIC: 208/230 -1 -60, MCA: 18.0, MAX FUSE: 25. OPERATING WT. (LB): EXISTING MAKE -UP AIR! Q (EXISTING) +800 -430 (EXISTING) 0 PACKAGED UNIT ON ROOF (EXISTING) +1200 EXISTING 3 TONS COOLING (BTUH): 36,000 TC, HEATING (BTUH): 48,000 INPUT, 38,000 OUTPUT. AIR FLOW (CFM): 800 0 0.5" ESP. ELECTRIC: 208/230 -3 -60, MAX FUSE: 35. OPERATING WT. (LB): EXISTING +500 (EXISTING) MUA -1 0 (EXISTING) +1000 PACKAGED UNIT ON ROOF (EXISTING) EXISTING 5 TONS COOLING (BTUH): 60.000 TC. HEATING (BTUH): 125,000 INPUT, 100,000 OUTPUT. AIR FLOW (CFM): 2000 0 0.5" ESP. ELECTRIC: 208/230 -3 -60, MCA: 31.0. MAX FUSE: 45. OPERATING WT. (LB): EXISTING 0 0 (EXISTING) 0 MAKE UP AIR UNIT ON ROOF 0 CAPTIVEAIRE A1- D.500 -G15 HEATING (BAH): 63,848 INPUT, 20,4415 OUTPUT, 1000 CFM 0 0.5 S.P. 848 RPM ELECTRICAL: 208/230 -3 -60. 0.5 H.P. OPERATING WT. (LB): 562 PROVIDE UNIT W /BACKFLOW PREVENTOR 0 WATER SUPPLY 0 -1000 MAKE UP AIR UNIT ON ROOF CAPTIVEAIRE A1- D.250 -G10 HEATING (BTUH): 222.190 INPUT, 204.415 OUTPUT, 3480 CFM 0 0.5 S.P. 821 RPM ELECTRICAL: 208/230 -3 -60, 1.5 H.P. OPERATING WT. (LB): 747 PROVIDE UNIT W/BACKFLOW PREVENTOR 0 WATER SUPPLY 0 0 0 -2450 GREASE EXHAUST FAN ON ROOF 0 CAPTIVEAIRE NCABFA AIR FLOW (CFM): 1000 CFM 0 1.25 E.S.P., 1753 RPM. ELECTRICAL: 208/230 -3 -60, 0.5 H.P. OPERATING WT. (LB): 90 0 -1900 TOTAL GREASE EXHAUST FAN ON ROOF -1130 CAPTIVEAIRE NCA16HPFA AIR FLOW (CFM): 2450 CFM 0 1.5 E.S.P., 1315 RPM. ELECTRICAL 208/230 -3 -60, 1.5 H.P. OPERATING WT. (LB): 159 -5350 KITCHEN SPACE AIR FLOW = 0 CFM GREASE EXHAUST FAN ON ROOF CAPTIVEAIRE NCA16HPFA AIR FLOW (CFM): 1900 CFM 0 1.5 E.S.P., 1215 RPM. ELECTRICAL 208/230 -3 -60, 1.0 H.P. OPERATING WT, (LB): 155 EXHAUST FAN IN CEIUNG GREENHECK SP -B110 OR EQUAL 100 CFM 0 0.125 S.P. - 950 RPM ELECTRICAL: 120V, 100W. OPERATING WT. (LB): 25 PROMDE UNiT WiTH BACKDRAFT DAMPER OPERATE WITH LIGHT SWITCH. EXHAUST FAN IN CEIUNG EF GREENHECK SP -B90 OR EQUAL SO CFM 0 0,125 S.P. 700 RPM ELECTRICAL: 120V, 100W. OPERATING WT. (LB): 15 PROVIDE UNIT WITH BACKDRAFT DAMPER Q� DIFFUSER & GRILLE SCHEDULE DESIGNATION MFG.CO. MODEL NO NECK SIZE NECK TYPE FACE PLATE TYPE FACE PLATE SIZE FRAME TYPE NC MAX REMARKS CD-1 KRI EGER SERIES 1100 SEE PLAN SQUARE PERFORATED. HINGED SEE PLAN FiT DRYWALL GEEING < 35 CO -2 KRUEGER SERIES 6500 STEEL. SEE PLAN ROUND PERFORiTED. HINGED SEE PLAN FIT T-BAR CEIUNG < 35 W/ OBD. FOR SUPPLY AIR FOR SUPPLY AIR CD-3 KRUEGER SERIES 51190 ALUMINUM SEE PLAN SQUARE PERFORATED. HINGED SEE PLAN FTr DRYWALL CEIUNG < 35 FOR HOOD MAKE -UP AIR CG -1 KRUEGER SERIES 1190 SEE PLAIN ROUND PERFORATED. HINGED SEE PLAN FIT DRYWALL CEIUNG < 35 FOR RETURN AIR CG-2 KRUEGER SERIES S80 SEE PLAN RECFAN, METAL EGG RATE SEE PLAN FIT DRYWALL CEIUNG < 35 FOR RETURN AIR AIR BALANCE SCHEDULE ITEM e SUPPLY AIR RETURN AIR MAKE -UP AIR! EXHAUST RTU -2 +800 -430 +370 0 RTU -4 +1200 -700 +500 0 MUA -1 0 0 +1000 0 MUA -2 0 0 +3480 0 EF -1 0 0 0 -1000 EF -2 0 0 0 -2450 EF -3 0 0 0 -1900 TOTAL +2000 -1130 +5350 -5350 KITCHEN SPACE AIR FLOW = 0 CFM UNITS ELECIYICALLY INTERLOCKED EXHAUST FAN MAKE -UP AIR EF -1 MUA -1 EF -2 & EFL.. -3 MUA -2, RTU -2 & RTU -4 # �Y Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize th ' violation of any adopted code or ordinance. Receipt of approved Field Copy and condition is : owledged: By Date: City Of Tiukwila BUILDING DIVISION CITYOFT> ° LA MAYA 7 2010 PERMIT CENTER CORRECTION ■ao -020, DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. • 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 '"`++L. m m < 0 00 Ct 00 (CI r tr) IX 00 C� � W W ▪ �` vV L11 Z Ct LPN Z LI_I IN° 0 4,‹E W .1 W O 0 S.2 C/) OC:i LJJ D r LJJ REVISIONS A HEALTH DEPT. CORRECTIONS 02 /13/10 A - � - ® - ®- ® - L� - NO1 E , 'I\1 S, SCHE, t5. DE1.4) SHEET NUMBER 1 1 J 4 7 1- — i-- - -4 - -- 1 0 0 0 1-E 0 0 0 0 0 L - -4 - -- 0 DESIGN NOTES; 0 EXISTING SA & RA DUCTS W/ LINED U TO EXISTING ROOFTOP UNIT. 02 10"X9" GREASE EXHAUST DUCT UP TH EF -1 (1000 CFM, 1600 FPM) 14"X16" GREASE EXHAUST DUCT UP T EF -2 (2450 CFIl, 1575 FPM) 0 12"X14" GREASE EXHAUST DUCT UP T EF -3 (1900 CR, 1629 FPU) {JS 1 -HR FIRE RATED DUCT SHAFT. 06 141(14" MAKE -UP AIR DUCT UP THRU MUA -1 (1000 CFxl) 0 22"X20' MAKE -UP AIR DUCT UP THRU MUA -2 (3480 CFLl) Q 6 "0 E.A. DUCT UP THRU. ROOF TO R 0 5110 E.A. DUCT UP THRU. ROOF TO RO }4(O 020 HVAC PLAN SCALE: 1/4 " =1' -0" CITY OF CIKNALA MAY07 2010 RMITCEt3TER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS Q1 HEALTH DEPT. CORRECTIONS 02/13/10 • — ® - � - t� - t� - SHEET NUMBER H E SET t 300 CFM OSA (EXISTING 3 TONS) SET @ 370 CFM OSA SET © 500 CFM OSA 0 <RU> (EXISTING 2 TONS) SET @ 550 CFM OSA -'-> 0 <RU> 4 (EXISTING 3 TONS) 14"X14" MAKE -UP AIR DUCT DOWN 14"X12" GREASE EXHAUST DUCT DOWN SET © 200 CFM OSA 10"X9° GREASE EXHAUST DUCT DOWN 22 "X20" MAKE -UP AIR DUCT DOWN 0 (EXISTING 2 TONS) 14"X16" GREASE EXHAUST DUCT DOWN n -i r___ J L_ J L J —1' II II J L L r JLUJL_ r- L _J I- J 12N0 18 "4 10 "0 16`4 g"4 14 "4 6 "4 7 "4 915 6 "4 EXHAUST DUCT WITH ROOF CAP -'Q 5 "4 EXHAUST DUCT WITH ROOF CAP J (EXISTING 5 TONS) L J� _J .\ DESIGN NOTES: 0 EXISTING SA & RA DUCTS W/ LINED DOWN 0 FOR CONDENSATE DRAIN CONNECTION, SEE PLUMBING DWG. FOR DRAIN, GAS & WATER CONNECTION, SEE PLUMBING DWG. GENERAL NOTES 1. DRAWINGS ARE ONLY AN APPROXIMATION OF EXISTING CONDITIONS, CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS & EXTENT OF NEW WORK TO BE COMPLETED BEFORE SUBMITTING BIDS. 2. CONTRACTOR TO VERIFY ALL EQUIPMENT IN THE FIELD. MAKE NECESSARY ADJUSTMENT IF IT CONFLICTS WITH OTHER EXISTING EQUIPMENT 3. CONTRACTOR TO VERIFY CONDITION AND OPERATION OF EXISTING EQUIPMENT MAKE NECESSARY ADJUSTMENT OR REPLACE AS REQUIRED. 010 CITY O MAYA i 2010 PERMIT CENTER ROOF PLAN SCALE: 1 4 " =1 -O" �.I DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 1372 SOUTHCENTER MALL TUKWILA, WA 98188 REVISIONS ® HEALTH DEPT. CORRECTIONS 02/13/10 Roo: Pi-4N SHEET NUMBER M -3.� 1. THIS SHEET IS SHOWN GENERAL INFORMATIONS FOR CODE COMPLIANCE ONLY. 2. CONTRACTOR TO VERIFY CONSTRUCTION TYPE WITH ARCHITECT TO MEET BUILDING CODE REQUIREMENT. 3. NO VIBRATION ISOLATION CONNECTORS SHALL BE INSTALLED UNLESS ACCEPTABLE TO THE BUILDING DEPARTMENT. 4. PROVIDE ADEQUATE CLEANOUT OPENINGS FOR THROUGH CLEANING OF DUCT SYSTEM. 5. PROVIDE ADEQUATE MAKE -UP AIR FOR PROPER OPERATION. 6. THICKNESS OF DUCTS SHALL BE DUCT AREA U.S. GAUGE STEEL 1. FIRE RATED SHAFT SHALL BE CONSTRUCTED TO COMPLY WITH BUILDING CODE. 2. FIRE DEPARTMENT APPROVAL SHALL BE REQUIRED ON FIRE PROTECTION SYSTEM FOR GREASE HOODS AND DUCTS AS REQUITED BY SECTION 510.2 OF THE MECHANICAL CODE AND AS REQUIRED BY THE FIRE CODE. 3. APPROVED FIRE EXTINGUISHING SYSTEM SHALL BE PROVIDED FOR THE PROTECTION OF COMMERCIAL GREASE HOODS AND DUCTS. ALL FIRE EXTINGUISHING SYSTEMS SHALL BE INTERCONNECTED TO THE FUEL OR POWER SUPPLY SO THAT THE FUEL OR POWER IS AUTOMATICALLY SHUTOFF TO ALL EQUIPMENT UNDER THE HOOD WHEN THE SYSTEM IS ACTUATED. PLYWOOD SHEATHING ASPHALT SHINGLES OVER BUILDING PAPER AND PLYWOOD SHEATING, TYPICAL MAKE -UP AIR UNIT (DOWN DISCHARGE) 1 IN O Q Q t_I O O n 0 s REGLET FLASHING ' J TRACK MI. STUDS(T`fP.) :.• : • • ' :A ' ` .. •. .. `� 4 •T,j "",}� VIBRATION ISOLATOR 0 0 Q .• 12p t I EXHAUST 12' i COUNTER - FLASHING i METAL DS 16 O.C. 'X' 1 r► ,i MA% s 3 MAX. 3 1 .r ROOF T ` -�� n 1 z z ,�� 3/4" / .,— DUCT 5J8' TYPE GYP. Bb. (1 LAYER FOR 1 -HR. RATING) TYPES SCREW 0 24'O.C.' CORNER BEAD MIN. MIN. 4' MIN, i /j111 I1hj ttt 1" X 1/8" SUPPORT STRAP UP TO 4 SQ. FT. 16 GA. OVER 4 SQ. FT. 14 GA. 7. WELD OR BRAZE ALL DUCT JOINTS AND SEAMS ON THE EXTERNAL SURFACE. 8. SUPPORT THE DUCTS AS REQUIRED, DO NOT PENETRATE DUCT WALLS WITH SCREWS, NAILS, ETC. 9. SECTIONS OF DUCT SHALL NOT CONTAIN GREASE POCKETS, AND SHALL HAVE 1/4" PER FOOT SLOPE. ;4 `. , . • , • .. • - TM _ ..e .. CEILING 1 +.., • CEILING DIFFUSER 5,/�' SHAFT LINER ASSEMBLY NUMBER : WP7D00 (1 -HR.) 6" ":4000°Y ,•••••••••,40III4k • •, • • • • � � • • • • �� .. 'III GENERAL NTS FIRE PROTECTION NOTE NTS 0 ROOFTOP MAKE-UP AIR IT NTS SHAFT/ EXHAUST U DETAIL NTS REGLET/FLASHING NTS 4 DISCHARGE 10' FROM ADJACENT PROVJJ]E 18" BETWEEN DUCTS AND COMBUSTIBLE OR 3 FROM PROTECTED COMBUSTIBLE 4 BUILDING, PROPERTY LINE OR AIR INTAKE OPENING AND 10' ABOVE THE ADJOINING GRADE LEVEL. , -�,AF 4iw' REMOVABLE COVER EF G2 GREASE GUARD GREASE TAINf�ENT SYSTEM IT 1111 EF 16 GA. GALVENIZED ANGLE IRON i���� 3H-1' — 2% SLOPE 1 H WELDED DUCT I RAIN CAP SUPPORT r �� 40" MIN. GREAS�'"� CATCHER � -......,,..1 GREASE DUCT, GAL. STEEL 16 GA, \�.� FLASHING _�/ / 24" MIN. r'-.1 EXISTING -. ROOF SHAFT SHALL BE VENTILATED TO THE EXTERIOR l -, { PEN TO 1 -'` ATMOSPHERE EXISTING STRCUTURE EXISTING STRCUTURE EXISTING STRCUTURE GREASE CONTAINMENT SYSTEM NTS FIRE RATED SHAFT FIRE RATED SHAFT PER BLDG. CODE GREASE DUCT CLEANOUT PROVIDE FIREMASTER PER MFR. SEALANT AROUND DUCT CEILING PENETRATION (TYP) �- PROVIDE 3" MIN. 12" MAX. AIR SPACE TYPE "X" GYPBOARD PER BLDG. CODE 2006 IMC 507.2.1.1 OPERATION. Type I Hood systems shall be designed and installed to automatically activate the exhaust fan ; whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliance, by means g pp of heat sensors orb by means of other approved methods. { 508.1 MAKEUP AIR. For mechanical makeup air systems, the exhaust 1 -HR. FIRE RATED CEILING MIN. F3" 3 MIN. 12" MAX. AIR SPACE ALL AROUND , 18 "MIM1:•,"— METAL COLLAR— METAL f FLASH GREASE HOOD (STAINLESS STEEL, 20 MSG) .,_ 18" MIN. a . ,.-• 8" MI` 3" -` f ,/~ �. ' WHEN HOOD IS LESS THAN 18" BELOW CEILING. EXTEND FIRE RATED CEILING (TYPE "X" GYPBOARD) 18" BEYOND HOOD " �' 1 O (IF HOOD LESS THAN 12 FROM CEILING 4 AIR SPACE 1 -HR RATED WALL FROM THE HOOD „r IF HOOD LESS THAN 12" FROM CEILING MUST BE FINISHED SOLID (1 -HR FIRE RATED) -O" MAX. � 18' MIN MUST BE FINISHED SOLID AS SHOWN) ) FIRE DEPARTMENT APPROVAL SHALL BE REQUIRED ON FIRE PROTECTION SYSTEM FOR EXHAUST HOOD & DUCT (SEPARATE PERMIT ( BY FIRE EXTINGUISHER CO.) 36" -'"'1 6" MIN. I I 6" MIN - •.� HI- h'*- _ T " UL CLASSIFIED STAINLESS STEEL 6 MIN. BAFFLE -TYPE REMOVABLE GREASE FILTER LOPED and makeup air systems shall be electrically interlocked to insure that makeup air is provided when ever the exhaust system is in operation. Makeup air intake opening locations shall comply with Sections 401.4 and 401.4.1.,']" SPECIAL INSPECTIONS FOR 3' -O" COOKING EQUIPMENT GREASE DRAIN WITH WITH REMOVABLE CUP COOKING EQUIP. 6' TYPE I HOOD & DUCT TYPE �,�,) 11,1 IBC 1704.13 Special Cases) Type I hood and ducts shall be inspected by a special inspection agency. Grease duct and grease hood test shall comply with 2006 IMC 506.3.3.1 f` Grease Duct Test per Washington State Amendments, and IMC 507.7.1 Hood joints, seams and penetrations for Type I hoods. ' C w. ,t ( 0 281°0 RECF . D CITY OF LA MAYA 2010 PERMIT CE R M 6 MIN. t. FINISHED FLOOR FINISHED FLOOR ELEVATION T HOOD & DUCT NTS 01 SECTION OF EXHAUST HOOD DUCT NTS DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z J O < m co ce � co Z W N%%‘%% M O w� W V LLI 14 5 mew 7:1 J ~ Q W 1372 SOUTHCENTER MALL WA 98188 441i -J REVISIONS LN HEALTH DEPT. CORRECTIONS 02/13/10 LAIS - A- A- A- A- A CAPTIvE,4IRE DWG SHEET NUMBER - 4.0 �� v --- HOOD ND -+'+ v. • ++`++ MODEL __ . LENGTH MAX. C❑ ❑KING TEMP. EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTION HOOD C❑NFIG. TOTAL EXH, CFM RISER(S) TOTAL SUP. CFM RISER(S) END TO END ROW WIDTH LENG, DIA. CFM S.P. WIDTH LENG. DIA. CFM S.P. 1 5424 ND -2 -PSP -F 4' 9,00' 450 Deg' 1000 10' 9' LEFT 1000 - 0.826' 800 0" NO 277 1 16' 430 SS Where Exposed ALONE ALONE 3 16' 16' 10' 16' 3 RIGHT QUARTER END PANEL 23' 2 5424 ND -2 -PSP -F 12' 3,00' 450 Deg. 2450 10' 23' Incandescent Light Fixt 2450 - 0.946' 1960 0' Bottom Width, 23' HIgh NO 430 SS Where Exposed p ALONE AL ❑NE 20' 2 16' 16' 3 5424 ND -2 -PSP -F 9' 6.00' 450 Deg 1900 10' 18' 3 1900 - 0.818' 1520 NO 430 SS Where Exposed p ALONE ALONE LBS 4 16' 20' H❑ ❑D NO. FILTERS) LIGHT(S) UTILITY CABINET(S) FIRE SYSTEM PIPING HOOD HANGING WGHT TYPE QTY. HEIGHT LENGTH QTY, TYPE WIRE GUARD LOCATI ❑N FIRE SYSTEM ELECTRICAL SWITCHES TYPE SIZE MODEL # QUANTITY LOCATI ❑N 1. Stainless Steel (High E Top Width, 16' 20' 2 Incandescent Light Fixt NO 2 LEFT QUARTER END PANEL 23' Top Width, 0" NO 277 1 16' 16' RIGHT END STANDOFF 3° Wide 3 16' 16' 10' 16' 3 RIGHT QUARTER END PANEL 23' Top Width, 0' Bottom Width, 517 2 Stainless Steel (High E 4 Incandescent Light Fixt NO 23' Top Width, 0' Bottom Width, 23' HIgh NO LBS 5 16' 20' 2 16' 16' 4•.38 3 Stainless Steel (High E 3 Incandescent Light Fixt NO NO LBS 4 16' 20' HOOD N❑, OPTION LENGTH WIDTH HEIGHT RISER(S) WIDTH LENG. DIA. CFM 1, RIGHT END STANDOFF 3' Wide 12' 6' 8" 24' 800 0.126' LEFT QUARTER END PANEL 23' Top Width, 0" Bottom Width, 23' High 430 SS 2 LEFT QUARTER END PANEL 23' Top Width, 0" Bottom Width, 23' HIgh 430 SS 0.120' RIGHT END STANDOFF 3° Wide 10' 16' 3 RIGHT QUARTER END PANEL 23' Top Width, 0' Bottom Width, 23' HIgh 430 SS 760 LEFT QUARTER END PANEL 23' Top Width, 0' Bottom Width, 23' HIgh 430 SS PEPFORATED SUPPLY PLENUM(S HOOD N❑. POS. LENGTH WIDTH HEIGHT RISER(S) WIDTH LENG. DIA. CFM S.P. 1 Front 60' 12' 6' 8" 24' 800 0.126' 2 Front 150' 12' 6" 10' 16' 653 0.120' 10' 16' 653 0.120' 10' 16' 653 0.120' 3 Front 114' 12' 6' 8" 24' 760 0.133' 8" 24' 760 0.133' EXHAUST RISE HANGING ANGLE 16" STAINLESS STEEL (HIGH EFFICIENCY) 3' INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT /OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED - COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS, GREASE DRAIN WITH REMOVABLE CUP LEFT QUARTER END PANEL CUSTOMER APPROVAL TO MANUFACTURE{ Approved as Noted ❑ Approved with NO Exception Taken ❑ Revise and Resubmit ❑ SIGNATURE Your Title Date 3,00' �1 54.00' 12.00' 54.00' Fir/ / 11111111111111r i .00' v SD.DO L9.001 9.00' U,L, Listed Incandescent Light Fixture -High Temp A 8.00' ENSI 6,00' 28,50' 2.0 28,50' 30.00' .J J 30,00' 4' 9.00 "Nom, /4' 9,00 10D PLAN VIEW — Hood #1 4' 9.00" LONG 5424ND -2 -PSP -F 3.00" INCANDESCENT LIGHT FIXTURE -HIGH TEMP SSEMBLY, INCLUDES CLEAR THERMAL! AND SHOCK RESISTANT GLOBE (L55 FIXTURE) D 23.00" 3.00" EQUIPMENT BY OTHERS 1 12' --J ATTACHING PLATES SUPPLY RISER WITH VOLUME DAMPER 2.75" 23.5! OPEN STAINLESS /� STEEL PERFORATED PANEL gyp' a 24.00 NOM. 48.0' MAX SECTION VIEW MODEL 5424ND -2 —PSP —F HOODS — #1, #2, #3 80.00' 104 00' FF TYP. If REVISIONS DESCRIPTION DATE: A 1 DATE 12/30/2009 DWOJAt — 1076945 DRAWNByi AJP SCUM Not To Scale HOOD � � y w O 0 SHEET NO. gg° CITY OF Ttlf,i,lLA MAY, 0 7 2010 PERMIT CENTER DATE: 12 /18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z � O < m mco re scow M 1— Z OcksW W 0 ce (NI ros%. 141 m • 0 W W V W < m N W J ~ 0 w CC CO W w 0 N 14 REVISIONS Zt, HEALTH DEPT. CORRECTIONS 02/13/10 ® - ® - CAPT I vMA I IRO Dwa SHEET NUMBER ---= %. A /7 Ai/ 3,00" 5400' 12.00' 10,00' U.L. Listed Incandescent Light Fixture -High Temp Assembly 0,00' 6,00' 3,00' 57.00' 9' 6,00'Norl. /9' 6.00' 0D 6.00' PLAN VIEW — Hood #3 g' 6.00" LONG 5424ND -2 —PSP —F L 3.00' 54.00' 12.00' 1 10.00' 10.00' U.L. Listed Incandescent Light Fixture -High Ternp Assembly 4 6.00' 10,00' 16.00' CUSTOMER APPROVAL TO MANUFACTURE: Approved as Noted Approved with NO Exception Taken Revise and Resubmit SIGNATURE Your Title Date 25,00' 73.50' 50.00' -L 4 6.00' 12' 3.00'Nor. /12' 3.00' 0D 50.00' 10,00' 73.50' 1 6,00' 25.00' PLAN VIEW — Hood #2 12' 3.00" LONG 5424ND -2 —PSP —F NOTE' Additional hanging angles provided for hoods longer than 12 ft. 3.00' EXHAUST RISE HANGING ANGLE 16' STAINLESS STEEL (HIGH EFFICIENCY) 3' INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT /OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED - COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS, GREASE DRAIN WITH REMOVABLE CUP LEFT QUARTER END PANEL .00' or• .0 INCANDESCENT LIGHT FIXTURE -HIGH TEMP 7- /—ASSEMBLY, INCLUDES CLEAR THERMAL AND 54.00' SHOCK RESISTANT GLOBE (1_55 FIXTURE) ATTACHING PLATES SUPPLY RISER WITH VOLUME DAMPER 2.75' 23.5 %. OPEN STAINLESS STEEL PERFORATED PANEL 1 1 23.00' 3,00' EQUIPMENT BY OTHERS 1 ../..a?; 12' ---I 48.0' MAX 24,00 NOM, SECTION VIEW — MODEL 5424ND -2 —PSP —F HOODS — #1, #2, #3 MIO O2O REVISIONS DESCRIPTION DATE: A A A 1 0 0) O 1 1 1 J 1 1 1 DATE: 12/30/2009 DMA - 1076945 DRAB AJP SCALE Not To Scale HOOD SHEET NO. 2 CRY O1�i�V�NLA MAY 7'2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 1372 SOUTHCENTER MALL WA 98188 4cE J REVISIONS 6, HEALTH DEPT. CORRECTIONS 02/13/10 ® - ® - ® - ® - CA 't !YEA I IRE DWG SHEET NUMBER FAN UNIT NO FAN UNIT MODEL # MODEL TAG CFM S.P, RPM H,P, 58740 VOLT FLA WEIGHT (LBS,> 1 NCABFA NCA8FA BLOWER 950 1,250 1753 0,500 3 208 1,8 89.59 FLA NCA16HPFA NCA16HPFA 21,000'W x 71,000 "L x 12,000'H 2450 1,500 1315 1,500 3 208 4.7 159,41 3 NCA16HPFA NCA16HPFA 4 1900 1.500 1215 1.000 3 208 3.3 154.41 FAN INPUT BTUs OUTPUT BTUs TEMP, RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 4 63848 58740 55 deg F 7 In, w.c. - 14 In. w.c. Natural 5 UNIT FAN UNIT MODEL # BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA WEIGHT (LBS.) N❑, 21,000'W x 71,000 "L x 12,000'H Insulated 3 # YES Curb 31,000'W x 79.000 "L x 12.000 "H Insulated 4 A1- D,250 -G10 G10 A1-D,250 1000 0,500 848 0.500 3 208 1.8 561.57 5 A2- D,500 -G15 G15 A2 -D,500 3480 0,500 821 1,500 3 208 4,7 746.78 FAN UNIT NO INPUT BTUs OUTPUT BTUs TEMP, RISE REQUIRED INPUT GAS PRESSURE GAS TYPE 4 63848 58740 55 deg F 7 In, w.c. - 14 In. w.c. Natural 5 222190 204415 55 deg F 7 In. w.c. - 14 In w.c. Natural FAN UNIT ❑PTI ❑N (Qty, - Descr.> 1 1 Grease Box 2 1 - Grease Box 3 1 - Grease Box 4 1 - Inlet Pressure Gauge, 0 -35' WALL MOUNT 1 - AC Interlock Relay - 24VAC Coll # 1 - Low Flre Start Curb 1 - Manifold Pressure Gauge, -5 to 15' wc 5 1 - Inlet Pressure Gauge, 0 -35" # 1 - AC Interlock Relay - 24VAC Coll 2 1 - Low Fire Start YES 1 - Manifold Pressure Gauge, -5 -to 15" wc FAN UNIT NO. FAN UNIT TAG EXHAUST SUPPLY GREASE CUP GRAVITY DAMPER WALL MOUNT SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 1 # YES Curb 26,500'W x 26,500'L x 20,000'H Vented Hinged 3 # 3 2 26,500'W x 26.500'L x 20,000'H YES 4 # 4 Curb 21,000'W x 71,000 "L x 12,000'H Insulated 3 # YES Curb 31,000'W x 79.000 "L x 12.000 "H Insulated NO, FAN ITEM SIZE 1 # 1 Curb 19,500'W x 19.500 "L x 22.000'H Vented Hinged 2 # 2 Curb 26,500'W x 26,500'L x 20,000'H Vented Hinged 3 # 3 Curb 26,500'W x 26.500'L x 20,000'H Vented Hinged 4 # 4 Curb 21,000'W x 71,000 "L x 12,000'H Insulated 5 # 5 Curb 31,000'W x 79.000 "L x 12.000 "H Insulated CUSTOMER APPROVAL TO MANUFACTURE' Approved as Noted ❑ Approved with NO Exception Taken ❑ Revise and Resubmit ❑ SIGNATURE Your Title Date FAN #1 NCABFA - EXHAUST FAN 25 1/4 2 t 27 1/4 1 18 1/2 ....GREASE DRAIN 12 1/8 15 1/8 16 21 DUCTWORK BETWEEN EXHAUST RISER DN HOOD AND FAN (BY OTHERS) FAN #2 NCA16HPFA - EXHAUST FAN 39 3/8 30 1/4 FEATURES: - RD ❑F MOUNTED FANS - RESTAURANT MODEL - UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 300 °F (149 °C) - GREASE CLASSIFICATION TESTING 33 3/4 16 1/2 19 1/2---.-1 24 28 NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300•F (149 °C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERI ❑RATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600 °F (316 °C) FOR A PERI ❑D OF 15 MINUTES WITH ❑UT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS GREASE BOX 23 1/2 REASE DRAIN 39 DUCTWORK BETWEEN EXHAUST RISER DN HOOD AND FAN (BY OTHERS) FEATURES' - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT - HIGH HEAT OPERATION 300 °F (149 °C) - GREASE CLASSIFICATI ❑N TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300 °F (149 °C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE ❑PERATI ❑N. ABNORMAL FLARE -UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600 °F (316 °C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITI ❑N, OPTIONS GREASE BOX 19 1/2' 19 1/2' 22' VENTED CURB 20 GAUGE STEEL C❑NSTRUCTI ❑N 3' FLANGE - 6 .- / 16 DIMENSI ❑NS ROOF OPENING /1".-26 1/2' 26 1/2' 20' --� / 24 24 ``- VENTED CURB 20 GAUGE STEEL C❑NSTRUCTI ❑N 3' FLANGE ROOF OPENING DIMENSI ❑NS �l l0—ozo REVISIONS DESCRIPTION DATE: A A A 1 <E DATE 12/30/2009 DW®.S: - 1076945 DRAWN AJP SCALE: Not To Scale FAN SHEET NO. 3 J city� T ° w MAY. 07 200 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 e J M co ce co w Z W 0 km- cstiCT. y w f � V I N. F— REVISIONS ® HEALTH DEPT. CORRECTIONS 02/13/10 ® - ® - ® - ® - C PTI vE411 IRE DWG SHEET NUMBER LIFTING LUG FAN #4 A1- D,250 -G10 - HEATER 1. DIRECT GAS FIRED HEATED MAKE UP AIR UNIT WITH 10' BLOWER 2. INTAKE HOOD WITH EZ FILTERS 3, DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT 4, GAS PRESSURE GAUGE, 0 -35', 2,5' DIAMETER, 1/4' THREAD SIZE 5, C❑ ❑LING INTERLOCK RELAY, 24VAC COIL, 120V CONTACTS, LOCKS OUT BURNER CIRCUIT WHEN AC IS ENERGIZED, 6, LOW FIRES TART, ALLOWS THE BURNER CIRCUIT TO ENERGIZE Z WH EN THE MODULATION CONTROL IS IN A LOW FIRE POSITION, 7, GAS PRESSURE GAUGE, -5 TO +15 INCHES WC,, 2.5' DIAMETER, 1/4' THREAD SIZE 27 3/8' 3 3/4' EQUIPMENT CURB 5 9/16' CURB OUTER WALL DISCHARGE OPENING 12' 21' --`- ROOF OPENING 2' SMALLER THEN CURB DIMENSION, 1 13 1/4' 3 7/8' 29 3/4' 12' 11 1/2' L 0 AIRFL ❑W J FLEX CONDUIT FDR FIELD WIRING 32 1/8' 118 5/8' -42 1/8' SUPPLY SIDE HEATER INFORMATI ❑N: WINTER TEMPERATURE = 20 °F. TEMP. RISE = 55 °F, OUTPUT BTUs AT ALTITUDE OF 0.0 ft, = 58740 INPUT BTUs AT ALTITUDE OF 0,0 ft. = 63848 AIRFL ❑W fl."1"."SERVICE DISCONNECT SWITCH BLOWER/MOTOR ACCESS DOOR 24' SERVICE • CLEARANCE REQ, DIRECT FIRED MODULE 39 9/16' 3/4' NPT .. 7 13/16' . CUSTOMER APPROVAL TO MANUFACTURE: Approved as Noted ❑ Approved with NO Exception Taken ❑ Revise and Resubmit ❑ SIGNATURE Your Title Date 71' AIRFLOW Ammo LIFTING LUG FAN #5 A2- D,500 -G15 - HEATER 1, DIRECT GAS FIRED HEATED MAKE UP AIR UNIT WITH 15' BLOWER 2, INTAI <E HOOD WITH EZ FILTERS 3, DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT 4, GAS PRESSURE GAUGE, 0 -35', 2,5' DIAMETER, 1/4' THREAD SIZE 5, C❑ ❑LING INTERLOCK RELAY. 24VAC COIL. 120V CONTACTS, LOCKS OUT BURNER CIRCUIT WHEN AC IS ENERGIZED, 6, LOW FIRE START, ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATION CONTROL IS IN A LOW FIRE POSITI ❑N. 7. GAS PRESSURE GAUGE, -5 TO +15 INCHES WC,, 2.5' DIAMETER, 1/4' THREAD SIZE 37 3/8' 3 3/4' 8 5/16' CURB OUTER WALL DISCHARGE OPENING -. SUPPLY SIDE HEATER INFORMATION' WINTER TEMPERATURE = 20 °F, TEMP, RISE = 55 °F. OUTPUT BTUs AT ALTITUDE OF 0.0 ft. = 204415 INPUT BTUs AT ALTITUDE OF 0.0 ft, = 222190 18 3/4' 6 1/8'- 36 3/4' L._ L 1 J 0 AIRFLOW FLEX CONDUIT FDR FIELD WIRING 1.3D / /O- . 40 1/8' J 42 1/8' AIRFL ❑W ram SERVICE DISCONNECT _7 SWITCH BLOWER/MOTOR ACCESS DOOR 24' SERVICE CLEARANCE REQ. •, . .. DIRECT FIRED MODULE ". l; . 39 9/16' 1 NPT . -7 ; 13/16' — ° .. • • . 12' 12' 1 EQUIPMENT CURB ROOF OPENING 2' SMALLER THEN CURB DIMENSI ❑N, l 79' REVISIONS DESCRIPTION DATE: A 1 ul 1 0 2 0 75 0i 0i O I DATE: 12/30/2009 DIi.4 - 1076945 DRAWN AJP SCAT i Not To Scale FAN SHEET NO. 4 Cr4OAUINNlA MAY Q 7 2010 PERMIT CENTER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C. M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 e 00 tr- i:t CO W W Di J km-6 /0 VI N f REVISIONS AS, HEALTH DEPT. CORRECTIONS 02/13/10 A ®- CAPIElyE4IRE DWG SHEET NUMBER 5.0 r Installation Wiring JOB NAME Jollibee - Red Ribbon - Tukwila WA DATE 12/30/2009 DRAWING NUMBER RP1076945 -4 JOB NUMBER 1076945 MODEL A1- D.250 -G10 120 V 1 PH, Gal -flex conduit (in unit) Disconnect Switch actory wiring BK ustomer supplied wiring from building power or pre W H GR wired control panel 240 V 1 PH. Gal -flex conduit (in unit) Disconnect Switch Factory ,0/— wiring BK ,i.r_ R➢ GR Customer supplied wiring from building power or pre wired control panel 208/460/600 V 3 PH, Gal -flex conduit (in unit) Disconnect Switch Factory wiring f41' (Dr BK BK BK GR Customer supplied wiring from building power or pre wired control panel Installed Options Power Connection See above ole-tails, ■U Wilk 4t Component Identification Label Description Location NOTES WIRE COLOR BK - BLACK YW - YELLOW BL - BLUE GR - GREEN BR - BROWN GY - GRAY OR - ORANGE PR - PURPLE RD - RED PK - PINK WH - WHITE rDirect Fired Heater Wiring JOB NAME Jollibee - Red Ribbon - Tukwila WA' DATE 12/30/2009 DRAWING NUMBER DF1076945 -4 JOB NUMBER 1076945 MODEL A1- D.250-G1O 1 BK SW -01 BK --- - --- -- ��vf ~n 2 1 2 BK _13 0 4 o-BK J 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 GR 101sT BK 2 sl 10 5 S BK 208 BK �oB -01 °`"�'TR -01 115 \'H ST -01 OL -01 L111 T1 cc,T1 BK L211 T2 CCT2 BK L311T3 c,T3 BK ❑L -01 9596 ST -p1 BK C 01 oNO 14 1 ) 3 6 R BK NC ST -01 A2,-, Al PS -02 BK CON[ OR 07 01 TS -03 1011 Gl 24VAC Colt - Signal From Condenser `Call For Cooling Interlock` RD 102x1 CLINE 4) RE -10 C C OR RD TS -02 C_ ,NC ❑ 70 60 BK OR 20 30_0_0 15 646 40 BK 1016�K 50313_1017 Sj S20 BK 510- 8 0 G FSC -01 FR -01 GY 115 WH QTR -02 BR 24 BL TR -03 —L1L2 SPARK PLUG VA -01 LOW FIRE START AMPLIFIER BR 115 WH 'TR -04 YW 1 BL Hi WH' WH• WH VA -02 MA -01 BL VA -03 TS -05 Installed Options Discharge Temp. Control 24V AC Interlock Relay Component Identification Label Description Location CB -01 Circuit breaker Clamp) [3] FR -01 FSC -01 MA -01 MT -01 OL -01 Flame rod Flreye FSC Modulating amplifier Supply motor Supply motor overload PS -01 Low Airflow Switch PS -02 High Airflow Switch [9] RE -10 AC Interlock Relay [10][17] ST -01 Supply motor contactor [2][7][9] SW -01 Main disconnect switch [2] TR -01 Power transformer(200vaI3] TR -02 Power transformer(2Ova)[12] TR -03 Ignition transformer [14] TR -04 Power transformer(2Ova)[17] TS -02 High temp limit switch [10] TS -03 Intake air thermostat [10] TS -05 Discharge Air Sensor [21] VA -01 Pilot gas valve VA -02 Main gas valve VA -03 Modulating gas valve [13] [18] [20] Motor Info Supply HP 05 VOLTS 3 phs 208 V FLA 1,8 CONTACTOR 100- KO5D1OM OVERLOAD 193 -KB20 MINIMUM CIRCUIT AMPACITYI 3.40 NOTES DENOTES FIELD WIRING DENOTES INTERNAL WIRING 01: TERMINAL 11 PROVIDES COOLING CONNECTION WIRE COLOR YW - YELLOW GR - GREEN BR - BROWN GY - GRAY OR - ORANGE PR - PURPLE RD - RED WH - WHITE PK - PINK REVISIONS DESCRIPTION DATE: 0 A A A "ri 114 mow 1 id II� 3 lift I 1 1 6 1 0 1— DATES 12/30/2009 - 1076945 DRAWN Byi AJP SCALE: Not To Scale NEATERWIRINR 1'1iO-OZO SHEET NO. 5 CIiYOFNKVIALA MAY .g7 2010 PERM176EfVTER DATE: 12/18/09 JOB NO 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 Z 4 m La co w ce w re) Z pckiW W 0 ce csl X h. ES 4**(%.**,46M W W V a� W m N W 0 W 44F REVISIONS ® HEALTH DEPT. CORRECTIONS 02/13/10 A:1- CAPTIVEAIRE DWG SHEET NUMBER DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 M co IX co W Z W 0 w 0 5. csj I- to REVISIONS ® HEALTH DEPT. CORRECTIONS 02/13/10 ® - ® - ® - ® - ® - C P T I F E YEA DWG SHEET NUMBER 1 .0 ELECTRICAL PACKAGES ( REVISIONS 1 DESCRIPTION DATE: a NO. TAG PACKAGE # LOCATION SWITCHES ROOFTOP STARTERS OPTION FANS CONTROLLED a L❑CATI ❑N QUANTITY TYPE 0 H.P. VOLT FLA a 1 311110FP Wall Mount In SS Box SS Wall Mount Box 1 Light 1 Fan Exhaust On In Fire, Fans On/Off Thermostatically Controlled Exhaust 3 0500 208 1,8 1 1 g 11 1111111i Supply 3 0,500 208 1B 2 321110FP Wall Mount In SS Box SS Wall Mount Box 1 Light 1Fan Exhaust On In Fire, Fans On/Off Thermostatically Controlled Exhaust 3 1.500 208 4,7 Exhaust 3 L000 208 3,3 Supply 3 1,500 208 4.7 _ Z 1 ELECTRICAL PREWIRE PACKAGE JOB NAME Jollibee - Red Ribbon - Tukwila WA DATE 12/30/2009 ELECTRICAL PREWIRE PACKAGE JOB NAME Joillbee - Red Ribbon - Tukwila WA DATE 12/30/2009 ism A murm... 1 ‘F L-1 SOUTHERN CALIFORNIA 0 DRAWING NUMBER 311110FP JOB NUMBER 1076945 DRAWN BY DRAWING NUMBER 321110FP JOB NUMBER 1076945 DRAWN BY CONTROL 1 H1 _@_ INPUT 120VAC H1 =LINE, N1= NEUTRAL FS -01 BL Fa/ . - WH N 1 15A BKR - DO NOT WIRE TO SHUNT TRIP BREAKER 3 Phase, W/ 1 Exhaust Fan, 1 Supply Fan, Exhaust in Fire, Fan On /Off Thermostatically Controlled. CONTROL H 1 INPUT 120VAC H1 =LINE, N1= NEUTRAL _ FS -01 BL 1,./ WH N1 O 15A BKR - DO NOT WIRE TO SHUNT TRIP BREAKER 3 Phase, W/ 2 Exhaust Fans, 1 Supply Fan, Exhaust in Fire, Fan On /Off Thermostatically Controlled. 2 3 4 5 6 7 8 9 10 1 1 12 - T OR , Al --R (Fan Switch Shown Installed) ST -1 OL -1 OA1 A2 96)1,95 WH 2 3 4 5 6 7 8 9 10 11 12 L___ C 6 • OR o 1 '' Q _ (Fan Switch Shown Installed) ST -1 OL -1 OR AI 96 •5 WH • I 0 ST -2 OL -2 A 96 95 WH COMPONENT PARTS LIST DESCRIPTION LOCATION +: ST -2 OL -2 OR Aj, 2 96),1.95 WH COMPONENT PARTS UST DESCRIPTION LOCATION TC -01 718 TC -01 ,BK 7118 C -x Contactor ST -x Starter OL —x Overload FS —xx Fan Switch (Lighted) IS —xx Light Switch L Hood Ught(s) MS —x MicroSwItch (Aneul/PyroChem) Rx Relay DPDT — 34.110.0146.0 �fC -XX TEMPERATURE CONTROLLER PXR4— WASI -0V0A7 ISN —X RTD TEMPERATURE SENSOR (See Note 1) C -x Contactor ,BK 1 Amp Max R1 -1 BK NC C 1 Amp Max R1 -1 BK NC �✓ ST -3 OL -3. A11 LA2 96 , ,95 WH ST-x Starter 0L —x Overload FS —xx Fan Switch (Lighted) LS —xx Light Switch L Hood Ught(s) MS —x MicroSwitch neul Rx Relay DPDT — 34110 014 0) frc V' �" d I A O it B _o NO YIN C NO YW —xx TEMPERATURE CONTROLLER PXR4— WAST —GVOA7 ISN —x RTD TEMPERATURE SENSOR (See Note 1) r- - - -�, ' - - - - SPARE FIRE DRY CONTACTS SPARE FIRE DRY CONTACTS C O S2 O D 7 / 1�� V! ‹E Q/ I QJ C _y 2 J O SPARE RELAY CONTACTS USED WHEN FIRE SYSTEM DISCHARGES TO SHUT DOWN SHUNT TRIP. EQUIPMENT... OR PROVIDE SIGNALS. NC TERMINAL FOR FIELD WIRING TO BUILDING FIRE PANEL, DRY CONTACTS FOR SIGNAL ONLY MS -2 SPARE RELAY RE SYSTE USED WHEN FIRE SYSTEM DOWN SHUNT TRIP,UT EQUIPMENT... OR PROVIDE SIGNALS. FIELD WIRING FOR DING WIRING TO BUILDING FIRE FOR ESIGNAL ONLY � MS-2 — C NC - - -- C "' C BK O ' --2TR3 --0 N C — C c BK O g N� - - -- BK TC -01 1 J WH BK �10 TC -01 - u WH C3 - - -- MS -1 R1 TR: Tripped, AR: Armed. C: Common , MS -1 R1 TR: Tripped, AR: Armed, C: Common C �, �. BK C '� -► o BK / H Jumper 2 C1 Gi- moo"' BK R2 H C- Ju e BK 2 • • TR 1 • C1 a-- NO - 13 14 13 14 15 LIGHT INPUT 120VAC H2 -H5 =LINE, N2 -N5= NEUTRAL 15A BKR (MAX 1400W PER CIRCUIT) LS -01 Rx RELAY SOCKET STYLE LIGHT INPUT 120VAC H2 -H5 =LINE, N2 -N5= NEUTRAL 15A BKR (MAX 1400W PER CIRCUIT) 15 LS -01 Rx RELAY 'CUM' socKEr STYLE Mlcrroswitch C -RD NO —BK NC -BR "CUON' MS —x MicC —RDch C —RD NQ -9K NC —BR C -RD No NO -BL PC NC —PR CCs. ccm 4 = s I NO —BL NC NC —PR C01. cam 1— S 7 8 7 B BR BK. WHO Jumper 6 I e B B B W Ju i•e - -- H2 B 0 W �� .. .� - -- - -- H2 B -- L • •` '• �` - -- 6 5 16 17 3 PHASE 208V ST -1 OL -1 16 17 3 PHASE 208V ST -1 OL -1 Motor Type PH Volt HP FLA Exh -1 Exh 3 208 0.5 1.8 15 Amp Sup -2 Sup 3 208 0.5 1.8 -- Amp BREAKER Motor Type PH Volt HP FLA. BREAR Exh -1 Exh 3 208 1.5 4.7 15 Amp Sup -3 sup 3 208 1.5 4.7 -- Amp Exh -2 Exh 3 208 1 3.3 15 Amp 18 INPUT -- 3 AFIRE -- 3 PHASE -- % .� Ll T� Tl 18 INPUT -- 3 WIRE - 3 PHASE__ TT2 y` ' '`, ►, ' L2 T� T2 R L2 T2 GR } 1 EXH -1 EXH-1 ., L3 T1 3 i-j3 = L3 3,__00.13 DATE 12/30/2009 ol, =IX IT 19 3 PHASE 208V ST -2 OL -2 Ll T�T1'"^' 19 3 PHASE 208V ST -3 OL -3 Ll TI 1 `\ 20 20 DWO.;: - 1076945 NOTES L2 T2 T2 SUP -2 GR ha. DENOTES FIELD WIRING �Ti L2 T2 T2 SUP -3'h GR DENOTES FIELD WIRING f—� I--l]� L3 T3 T3 DENOTES INTERNAL WIRING WIRE COLOR L3 T3 T3 = DRAWN AJP i -��C�- 21 22 t--�- 21 3 PHASE 208V ST -2 OL -2 DENOTES INTERNAL WIRING WIRE COLOR BK - BLACK YIN - YELLOW BL - BLUE GY - GRAY BR - BROWN PR - PURPLE OR - ORANGE OR /BL - ORANGE /BLUE (STRIPE) RD - RED BL /RD - BLUE /RED (STRIPE) WH - WHITE RD /GN - RED /GREEN (STRIPE) DRAWING SHOWN DE- ENERGIZED NOTE: IF WALL MOUNT PREWIRE, OR BK - BLACK YW - YELLOW BL - BLUE GY - GRAY BR - BROWN PR - PURPLE�� OR - ORANGE OR /BL - ORANGE /BLUE (STRIPE) RD - RED BL /RD - BLUE /RED (STRIPE) WH - WHITE RD /GN - RED /GREEN (STRIPE) Not To Scale ECP INPUT -- 3 WIRE — 2� PHASE__ Ll TTi ,� L2 T1 2 tiT2 L6 .' _2�GR ,� LB L3 T0T3 �' DRAWING SHOWN DE- ENERGIZED FIELD 23 INSTALLED FIRE SYSTEM MICROSWITCH, THE TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED. 24 NOTE 1: RTD TEMP SENSOR FIELD WIRED WHEN RISERS SHIPPED LOOSE, WHEN MULTIPLE TEMP SENSORS USED ON ONE FAN SWITCH, EACH SENSOR IS WIRED TO ITS OWN CONTROLLER AND THE CONTROLLER TERMINALS 4, 7. 10 AND 11 ARE WIRED IN PARALLEL. TERMINALS 6 AND 8 12 x 18 x 6 Box ARE JUMPERED ON EACH CONTROLLER. f NOTE: IF WALL MOUNT PREWIRE, OR FIELD 23 INSTALLED FIRE SYSTEM MICROSWITCH, THE TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED. 24 NOTE 1: RTD TEMP SENSOR FIELD WIRED WHEN RISERS SHIPPED LOOSE. WHEN MULTIPLE TEMP SENSORS USED ON ONE FAN SWITCH, EACH SENSOR IS WIRED TO ITS OWN CONTROLLER AND THE CONTROLLER TERMINALS 4, 7. 10 AND 11 ARE WIRED IN PARALLEL TERMINALS 6 AND B 12 x 18 x 6 Box 1 ARE JUMPERED ON EACH CONTROLLER. H� ��■ J// CI Y' OF Ma.0 7 PERMIT CENTER LA 2010 DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 M co IX co W Z W 0 w 0 5. csj I- to REVISIONS ® HEALTH DEPT. CORRECTIONS 02/13/10 ® - ® - ® - ® - ® - C P T I F E YEA DWG SHEET NUMBER 1 .0 3. QUALITY ASSURANCE - PROGRAM FOR SPECIAL INSPECTION ITEM CONTINUOUS INSPECTION PERIODIC INSPECTION REMARK CONCRETE B ON GRAD (f: c= 4500 PS 3/4 YES PRIOR TO POURING OF CONCRETE & DURING THE TAKING OF TEST SPECIMENS BOLTS IN CONCRETE (A307) -- YES PRIOR TO AND DURING THE PLACEMENT OF CONC. AROUND BOLTS FIELD WELDING STRUCTURAL STEEL (ELECTRODE= E -70xx) YES -- DURING THE WELDING REINFORCING STEEL (ELECTRODE= E -90xx) YES -- DURING THE WELDING EPDXY ITEMS YES -- DURING INSTALLATION GRADING EXCAVATION AND FILLING YES -- DURING EARTH -WORK EXCAVATION, GRADING AND FILLING (SEE SOIL REPORT) 4. STRUCTURAL OBSERVATION BY ENGINEER OF RECORD NONE SPECIAL INSPECTION AND QUALITY ASSURANCE 1 SPECIAL INSPECTION PER 2006 I.B.C. CHAPTER 17 SECTION 1704= SPECIAL INSPECTION. SECTION 1707= SPECIAL INSPECTION FOR SEISMIC RESISTANCE. SECTION 1708= STRUCTURAL TESTING FOR SEISMIC RESISTANCE. SECTION 1705= STATEMENT OF SPECIAL INSPECTION. A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, & OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS . OF THE CURRENT BUILDING CODE. 2. SPECIAL INSPECTION SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK :(AS MARKED) 2.1 STEEL CONSTRUCTION (TABLE 1704.3 AND SECTION 1704.3) MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, STRUCTURAL STEEL, WELD FILLER WELDING (SECTION 1704.3.1 AND TABLE 1704.3) STRUCTURAL STEEL REINFORCING STEEL DETAILS OF STEEL FRAMES (TABLE 1704.3) HIGH STRENGTH BOLTING (SECTION 1704.3.3) MANUFACTURER'S CERTIFICATE OF COMPLIANCE VERIFICATION OF APPROVED FABRICATOR BEARING AND BASE PLATE GROUTING NON- DESTRUCTIVE TESTING. 2.2 CONCRETE CONSTRUCTION (TABLE 1704.4 AND SECTION 1704.4) MATERIALS REINFORCING STEEL PRESTRESSING STEEL WELDING REINFORCING STEEL BOLTS IN CONCRETE SHOTCRETE AND PLACEMENT PRESTRESSED CONCRETE ERECTION OF PRECAST CONCRETE MEMBERS SLAB ON GRADE, EXCEPT NON- STRUCTURAL CONCRETE SLAB DESIGN MIX CONCRETE CYLINDERS, SLUMP, AIR, TEMPERATURE CURING IN -SITU CONCRETE STRENGTH 2.3 MASONRY CONSTRUCTION (SECTION 1704.5) LEVEL 1 SPECIAL INSPECTIONS (TABLE 1704.5.1) LEVEL 2 SPECIAL INSPECTIONS (TABLE 1704.5.3) 2.4 WOOD CONSTRUCTION (SECTION 1704.6) VERIFICATION OF APPROVED FABRICATOR OR PREFABRICATED WOOD STRUCTURAL ELEMENTS FABRICATION OF HIGH LOAD DIAPHRAGMS (SHEATHING, NAILING, FASTENING, FRAMING) 2.5 SOILS (SECTION 1704.7) SITE PREPARATION FILL PLACEMENT IN -PLACE DENSITY 2.6 SPECIAL EXCAVATION, GRADING AND FILLING 2.7 PILE FOUNDATIONS (SECTION 1704.8) 2.8 PIER FOUNDATIONS (SECTION 1704.9) 2.9.1 SPRAYED FIRE RESISTANT MATERIALS (SECTION 1704.10) 2.9.2 MASTIC AND INTUMESCENT FIRE - RESISTANT COATINGS (SECTION 1704.11) 2.10 EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) (SECTION 1704.12) 2.11 SPECIAL CASES (SECTION 1704.13) REBAR OR . BOLT IN EPDXY GROUT HOLD -DOWN SUBSTITUTION IN TENSION ROCK RETAINING WALLS (ROCK PLACEMENT, ROCK SIZE, FOOTING, EMBEDMENT, DRAINAGE, BACKFILL, COMPACTION, FILTER FABRIC, BATTER, SLOPE AND OTHER ITEMS SPECIFIED BY ENGINEER RECORD). EXPANSION ANCHORS, EMBEDDED PLATES MECHANICAL SPLICES 2.12 SMOKE CONTROL SHALL BE APPROVED BY LOCAL FIRE DEPARMENT. (SECTION 1704.14) 2.13 SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (SECTION 1707) STRUCTURAL STEEL (SECTION 1707.2) STRUCTURAL WELDING (SECTION 1707.2) STRUCTURAL WOOD (SECTION 1707.3) FIELD GLUING NAILING, BOLTING, ANCHORING AND FASTENING DRAG STRUTS BRACES HOLD -DOWNS SHEAR WALLS AND DIAPHRAGM NAILING, ANCHORING, BOLTING, ANCHORING AND FASTENING COLD FORMED STEEL FRAMING (SECTION 1707.4) STRUCTURAL RACKS OVER 8 FEET ACCESS FLOORS (SECTION 1707.5) ARCHITECTURAL COMPONENTS (SECTION 1707.6) EXTERIOR CLADDING INTERIOR AND EXTERIOR NON- BEARING WALLS INTERIOR AND EXTERIOR VENEER MECHANICAL AND ELECTRICAL COMPONENTS (SECTION 1707.7) COMPONENT INSPECTION (SECTION 1707.7.1) COMPONENT ATTACHMENT AND TESTING (SECTION 1707.7.2) COMPONENT MANUFACTURER CERTIFICATION (SECTION 1707.7.3) 2.14 STRUCTURAL TESTING FOR SEISMIC RESISTANCE (SECTION 1708) MASONRY MASONRY LEVEL 1 (SECTION 1708.1 AND TABLE 1708.1.2) MASONRY LEVEL 2 (SECTION 1708.1 AND TABLE 1708.1.4) REINFORCING AND PRESTRESSING STEEL STRUCTURAL STEEL MECHANICAL AND ELECTRICAL EQUIPMENT SEISMIC RESISTANCE TESTING ( SECTION 1708.5) MANUFACTURER'S CERTIFICATE OF COMPLIANCE ON ANCHORAGE INSPECTION OF ANCHORAGES AND LABELS GENERAL NOTES STRUCTURAL STEEL AND MISCELLANEOUS IRON 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM TO AISC 360. (ALL ROLLED STEEL SECTIONS AND /OR BOLTS MANUFACTURED OUTSIDE THE UNITED STATES WILL REQUIRE VERIFICATION THAT THE PRODUCTS COMPLY WITH APPLICABLE ASTM STANDARDS. MILL CERTIFICATES WILL BE REQUIRED FOR ALL STEEL. STEEL GRADES OTHER THAN ASTM A36 WILL REQUIRE TESTING BY AN APPROVED LABORATORY. A. CONFORM TO AISC MANUAL OF STEEL CONSTRUCTION, LATEST EDITION. B. MATERIALS: ASTM A 992 Fy = 50 KSI FOR I- SHAPES ASTM A 36 Fy = 36 KSI FOR PLATES AND ANGLES ASTM A 500, GRADE B Fy = 46 KSI FOR STRUCTURAL TUBING ASTM A 53, GRADE B Fy = 35 KSI FOR PIPES ASTM A 325 TYPE 1, FOR HIGH STRENGTH BOLTS ASTM A 563 HEAVY -HEX NUTS ASTM AF436 HARDENED STEEL WASHERS ASTM F1554 GRADE 36 ANCHOR BOLTS 2. WELDING SHALL CONFORM TO ANSI/ AWS D1.1 -92, AND BE DONE BY ELECTRIC SHIELDED ARC PROCESS USING E -70XX ELECTRODES. ALL WELDS SHALL BE UNIFORM IN SIZE AND APPEARANCE, AND FREE OF PINHOLES, POROSITY, UNDER- CUTTING OR OTHER DEFECTS. ALL BUTT WELDS SHALL BE FULL PENETRATION. 3. WELDS SHALL BE DONE IN THE SHOP OF A "CODE" APPROVED FABRICATOR UNLESS OTHERWISE NOTED ON PLANS. ALL THE FIELD WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS APPROVED BY THE BUILDING OFFICIAL AND CONTINUOUS INS - PECTION BY AN APPROVED DEPUTY INSPECTOR IS REQUIRED. 4. STRUCTURAL STEEL NOT ENCASED IN CONCRETE OR MASONRY SHALL BE SHOP PAINTED AS SPECIFIED. ANY ABRASION SHALL BE TOUCHED -UP AFTER ERECTION. 5. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO START FABRICATION. FAB- RICATION SHALL CONFORM TO A.I.S.C. SPECIFICATION. 6. BOLTS SHALL CONFORM TO ASTM A307 UNLESS OTHERWISE NOTED. 7. ALL STEEL FABRICATIONS SHALL BE DONE IN A SHOP LI- CENSED BY THE GOVERNING CITY OR COUNTY. DRYPACK 1. DRYPACK SHALL BE 5,000 PSI NON- SHRINK GROUT, FIVE STAR OR EQUIVALENT APPROVED. 2. INSTALL DRYPACK UNDER ALL BEAM BEARING PLATES PRIOR TO FRAMING MEMBER IS INSTALLED. 3. INSTALL DRYPACK UNDER ALL COLUMN BASE PLATES AFTER COLUMN HAS ,BEEN PLUMBED; PRIOR TO FLOOR OR ROOF INSTALLATION. METAL SYS. STUDS (METAL STUD MANUFACTURER'S ASSOCIATION - ESR_1229 1229 ORE AL APPROVED) _ QU V OED) 1. ALL METAL STUDS OR JOIST SHALL BE OF THE TYPE, SIZE & GAGE AS SHOWN ON THE PLANS. FOR OTHER INFO. SEE ESR -1229. 2. ALL STUDS, JOISTS AND TRACKS 12, 14, AND 16 GAGE SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446, GRADE D, WITH MINIMUM YIELD OF 50,000 PSI. ALL 18 AND 20 GAGE STUDS AND ALL GALVANIZED TRACK, BRIDGING, CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A446 GRADE A WITH A MINIMUM YIELD OF 33,000 PSI. 3. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR ON AN ANGLE, AS FOR BRACING, TO SQUARELY FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN POSITION UNTIL PROPERLY FASTENED. 4. ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE ATTACHED BY WELDING. DISSIMILAR STUD COMPONENTS SHALL BE DONE BY WELDING, SCREW ATTACHING OR BUTTING. WIRE TYING OF FRAMING COMPONENTS IN STRUCTURAL APPLICATIONS SHALL NOT BE PERMITTED. PREFABRICATED PANELS SHALL BE SQUARED AND BRACED AGAINST RACKING. LIFTING OF PREFABRICATED PANELS SHALL BE DONE IN A MANNER SO AS NOT TO CAUSE LOCAL DISTORTION OF ANY MEMBER. 5. BUTT WELDS OR SPLICES SHALL BE USED AT ALL BBUTT JOINTS IN TRACK. SPLICES IN AXIAL LOADED STUDS OR BRACES SHALL NOT BE PERMITTED. ALL WELDS SHALL BE FILLET, PLUG BUTT OR SEAM. WHERE CONNECTED TO STRUCTURAL STEEL, WELDING SHALL NOT BE DONE ON STRAIGHT PORTIONS OF FLANGE OR WEB BUT ONLY AT INTERSECTION OF FLANGE AND WEB. WHERE STUDS ARE BURNED THROUGH BY WELDING PROVIDE SUITABLE STITCH PLATE. 6. WALL STUD BRIDGING SHALL BE INSTALLED IN A MANNER TO PROVIDE RESISTANCE TO BOTH MINOR AXIS BENDING AND ROTATION. BRIDGING ROWS SHALL BE EQUALLY SPACED NOT TO EXCEED 4' -0" ON CENTERS. ICC -ES REPORTS' 1. EPDXY ANCHOR SYSTEM TO EXISTING CONCRETE a. HILTI -RE 500 -SD ICC -ESR -2322 b. SIMPSON SET -XP ICC -ESR -2508 c. #4 (E) =5" #6 (E)=9" #5 (E) =9" #7 (E) =9" #8 (E) =10" 2. EPDXY ANCHOR SYSTEM TO EXISTING MASONRY WALL a. HILTI -HY 150 ICC -ESR -2678 b. SIMPSON SET ICC -ESR -1772 c. #4 OR 1/2"0 ALL THREADED E =5" #5 OR 5/8 "0 ALL THREADED E =5" #6 OR 3/4 "0 ALL THREADED E =6" 3. SHOT PIN: a. SHOT PIN TO GROUND FLOOR HILT. PNEUMATIC SHOT PIN .145 DIA. 1" EMBED ICC- ESR -1663 b. SHOT PIN TO UNDERSIDE OF 2ND FLOOR HILTI SHOT PIN XALH27 /32 & CEILING CLIP CC27: ESR -2184 4. EXPANSION BOLT ANCHOR: a. HILTI KWIK BOLT TZ ANCHOR: ESR -1917 SITE PREPARATIONS 1. ALL EXCAVATIONS, PREPARATION FOR SLAB ON GRADE, DEPTH OF FOOTINGS, BACK FILL, ETC., SHALL BE PERFORMED IN ACCOR- DANCE WITH THE SOIL ENGINEER'S RECOMMENDATIONS. ANY DIS- CREPANCIES BETWEEN THE SOIL ENGINEER'S REPORT AND THE FOUNDATION PLANS MUST BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO INITIATING ANY EXCAVATION SO THAT PROPER REMEDIAL WORK CAN BE PERFORMED. GENERAL FOUNDATION NOTES 1. ATTACH ONE COPY OF SOIL REPORT TO THE APPROVED SET. SOIL REPORT SHALL BE PART OF THIS NOTES. PRIOR TO THE POURING OF CONCRETE, THE SOIL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE SHALL POST A NOTICE ON THE JOB SITE FOR THE BUILDING INSPECTOR THAT THE WORK SO INSPECTED MEETS THE CONDI- TIONS OF THE REPORT. A WRITTEN CERTIFICATION TO THIS EFFECT SHALL BE FILED WITH THE BUILDING DEPARTMENT UPON COMPLETION OF THE WORKS. THIS INSPECTION DOES NOT WAIVE THE REQUIRED INSPECTION BY THE BUILDING INS - PECTOR. 2. SOIL REPORT BY: NONE 3. SOIL REMOVAL AND RECOMPACTION SHALL BE DONE PER SOIL REPORT RECOMMENDATIONS UNDER SOIL ENGINEER'S SUPERVI- SION AND INSPECTION. 4. TYPE OF FOOTING - -- EXISTING 18" DIA. PILE CAPACITY 60T. 5. SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WITH SOIL REPORT. 6. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STOP, FLOOR DRAINS, SINKS, TRENCHES, UNDERFLOOR DUCTS AND CONDUITS. SEE ARCHITECTURAL, MECHANICAL, REFRIGERA- TION, AIR CONDITIONING, PLUMBING & ELECTRICAL DRAW- INGS, TRENCH BACKFILL AS PER SOIL REPORT REQUIRE- MENTS. 7. BOTTOM OF A COLUMN FOOTING WITHIN A DISTANCE EQUAL TO TRENCH FROM THE TRENCH MUST ° BE AT THE SAME ELEVA- TION AS BOTTOM OF TRENCH. PROVIDE 16" X 16" CONCRETE PEDESTAL, POUR WITH FOOTING 4 - #6 VERTICAL BARS WITH #3 TIES AT 12" 0.C. 3 - #3 TIES AT 3" 0.C. AT TOP. 8. BRIDGE CONTINUOUS FOOTING OVER TRENCH WITH 4 - #6 x 16' -0 LONG BARS AT BOTTOM. CENTER BARS ON TRENCH. VERIFY ALL CONDITIONS IN FIELD. 9. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER FOUNDATION. 10. USE STEPPED FOOTING DETAIL AS REQUIRED, SEE GRADING PLAN. REINFORCING STEEL 1. REINFORCING STEEL SHALL BE DEFORMED BARS OF INTER - MEDIATE GRADE CONFORMING TO ASTM SPECIFICATION: A615 GRADE 40 FOR BARS #4 AND SMALLER: A615 GRADE 60 FOR BARS #5 AND LARGER. MESH REINFORCING SHALL BE 6X6 - W1.4 X W1.4 UNLESS SHOWN OTHERWISE, CONFORMING TO ASTM SPECIFICATION A185. 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 64 BAR DIAMETERS IN MASONRY WITH A 24 INCH MINIMUM LAP EACH CASE. 3. MIN LAP OF WELDED WIRE FABRIC SHALL BE 6" OR ONE FULL MESH, WHICHEVER IS GREATER. 4. DOWELS FROM FOOTINGS SHALL BE OF THE SAME SIZE AND SPACING AS VERTICAL WALLS AND COLUMNS REINFORCEMENT, UNLESS NOTED OTHERWISE ON PLANS. 5. PROVIDE SPACER BARS, SPREADERS, CHAIRS, BLOCKS, ETC., AS REQUIRED TO SECURELY HOLD STEEL IN PLACE. 6. REINFORCING BARS CONFORMING TO ASTM A706 SHALL BE USED FOR REBARS REQUIRING WELDING AND ALL GRADE BEAM REINFORCING CONCRETE 1. PORTLAND CEMENT SHALL BE TYPE I OR II CONFORMING TO ASTM SPECIFICATION C150. AGGREGATES SHALL BE NORMAL WEIGHT CONFORMING TO ASTM SPECIFICATION C33, WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.04 %. USE SPECIAL TYPE OF CEMENT WHERE REQUIRED BY SOIL CONDITIONS - -- SEE SOIL REPORT. 2. ALL CONCRETE SHALL BE DESIGNED BY APPROVED LABORATORY, AND DESIGN MIX SHALL SUBMIT TO ARCHITECT /ENGINEER FOR REVIEW, AND OBTAIN APPROVAL PRIOR TO USE. MAXIMUM SLUMP SHALL BE 4" U.N.O. USE MINIMUM OF FIVE SACKS OF CEMENT PER CUBIC YARD. E SLAB, GRADE BEAM & PILE CAP 4000 PSI N GROUND FLR. SLAB : 4500 PSI CAD 28 DAY N CONC. CURB AT GROUND FLR. : 3000 PSI lit 28 DAY 3. CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT PER CUBIC YARD AS FOLLOWS U.N.O.: 3000 PSI - 470 4000 PSI - 564 5000 PSI 611 4. ALL CONCRETE SHALL NOT EXCEED THE MAXIMUM WATER /CEMENT RATIO AS FOLLOWS: COMPRESSIVE NON AIR STRENGTH ENTRAINED AIR ENTRAINED 3000 PSI 4000 PSI 5000 PSI 0.55 0.50 0.45 0.50 0.45 0.40 5. PROVIDE 6" (±1%) AIR ENTRAINMENT IN ALL CONCRETE EXPOSED TO WEATHER. 6. FOR SLAB ON GRADE, THE MINIMUM CEMENT CONTENT SHALL BE BASED ON THE MAXIMUM SIZE OF AGGREGATE AS FOLLOWS: MAX. SIZE OF AGGREGATE IN INCHES CEMENT LB. PER CUBIC YARD 1 1/2 470# 1 520# 3/4 540# 1/2 590# ABBREVIATIONS ABV. B. BEL. B.O.F. B.S. E.S. E.W. F.O.S. F.O.SH. 0.C. T. T &B T.O.F. T.O.M. T.O.P. T.O.D.' T.O.S. T.O.SH. T.O.ST. V.I.F. ABOVE BOTTOM BELOW BOTTOM OF FOOTING BOTH SIDES EACH SIDE EACH WAY FACE OF STUD FACE OF SHEATHING ON CENTER TOP TOP AND BOTTOM TOP OF FOOTING TOP OF MASONRY TOP OF PARAPET TOP OF DECK TOP OF SLAB TOP OF SHEATHING TOP OF STEEL VERIFY IN FIELD CODE' 2006 IBC GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCES OR INCONSISTENCIES. 2. DO NOT SCALE THE DRAWINGS. 3. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND TYPICAL DETAILS. 4. ALL WORK SHALL CONFORM TO THE MINIMUN STANDARDS OF THE FOLLOWING CODES: THE 2006 INTERNATIONAL BUILDING CODE, AND OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND IN THE PROJECT SPECIFICATIONS. 5. SEE THE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: SIZE AND LOCATION OF DOORS AND WINDOW OPENINGS. SIZES AND LOCATIONS OF INTERIOR AND EXTERIOR NON- BEARING PARTITIONS. SIZES AND LOCATIONS OF CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. FLOOR AND ROOF FINISHES. STAIR FRAMING AND DETAILS. DIMENSIONS HOT SHOWN ON THE STRUCTURAL DRAWINGS. CEILING ASSEMBLIES. EXTERIOR WALL ASSEMBLIES. 6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: PIPES, SLEEVES, HANGERS, TRENCHES, WALL FLOOR AND ROOF OPENINGS, DUCT PENETRATION ETC., EXCEPT AS SHOWN OR NOTED. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOUNTS. 7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 8. THE:ONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED, TO BRACING AND SHORING FOR LOADS DUE TO HYDROSTATIC, EARTH, WIND OR SEISMIC FORCES, CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN THE STRUCTURAL MEMBERS. 10. ALL SPECIFICATIONS AND CODES NOTED SHALL BE THE LATEST. APPROVED EDITIONS AND REVISIONS BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS PROJECT. 11. CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EARTH WORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, UTILITIES, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED INMEDIATELLY. 12. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT WHEN PLACED ON FRAMED FLOORS OR ROOFS. THE CONSTRUCTION MATERIAL LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND /OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 13. SHOP DRAWINGS SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW SHALL CONSIST OF 1 BLUELINE SET AND 1 SEPIA SET. DESIGN LOADS A. WIND DESIGN DATA 1 BASIC WIND SPEED (3 SECOND GUST) V,S.= 85 MPH WIND IMPORTANCE FACTOR I W = 1.0 B. 3. WIND EXPOSURE C 4. OCCUPANCY CATEGORY 11 5. DETERMINATION OF WIND LOAD USE METHOD I - SIMPLIFIED PROCEDURE PER CHAPTER 6 OF ASCE 7 -05 (ROOF HEIGHTS EQUAL OR LESS THAN 60') EARTHQUAKE DESIGN DATA 1. SEISMIC IMPORTANCE FACTOR 1 E... =..1.0..:.... SEISMIC USE GROUP. 11 2. MAPPED SPECTRAL RESPONSE ACCELERATION Ss = 1.419 Si = 0.485 3. SITE CLASS D 4. SPECTRAL RESPONSE COEFFICIENTS 5D9 =0.946 SDI= 0.490 5. SEISMIC DESIGN CATEGORY D 7. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE ARCHITEC- TURAL AND MECHANICAL DRAWINGS FOR LOCATION OF SLEEVES, MOULDS, FLOOR HINGES, ETC., TO BE CAST INTO THE CONCRETE. 8. VIBRATION OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE WITH THE PORTLAND CEMENT ASSOCIATION SPECIFICATION. 9. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM , OF SEVEN DAYS AFTER ITS PLACEMENT: APPROVED CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING. C. ROOF LIVE LOAD 25 PSF SNOW cRV� ii °wain APR i s min 1'ERMITCEidTER INCOMPLETE LTR #__1 DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 CO f LIJ co z 1,61 n L1_1 O LO H 0 0 cn Lai LiJ CO 0 w I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION DATE: 1-19-2011 f REVISIONS Q- A - ®- \10 RS SHEET NUMBER 0 0 co 0 I CV z Jollibee \80420ST1.dwg April 08,2010 (E) #4 ® 18" O.C. (E) TOP REBAR SEE EXIST'G. DRWS. 4' -0" (U.N.O.) NORTH 10 CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA 20 FOR EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP 1I 11 II (E) REBAR BENT UP EQ. EQ. ® TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. FIRST CONC. CHEEP OUT DETAIL (E) TOP REBAR SEE EXIST'G. DRWS. ii 0 IVAUI�I 4' -0" (U.N.O.) u NORTH 10 CHEEP OUT EXIST'G. CONCRETE DO NOT CUT EXIST'G REBAR, REMOVE (E) CONCRETE SLAB IN THIS HATCH AREA 20 FOR EXIST'G. REBAR, CUT (E) REBAR AT CENTER OF SPAN AND COLD BENT BAR UP -'l II II (E) REBAR BENT UP EQ. X EQ. 30 TEMPORARY SHORING EXISTING SLAB (USE TREATED WOOD OR GARLVANIZE STEEL OR ALUMINUM). LEAVE SHORING IN PLACE FOR 14 DAYS MINIMUM AFTER PLACING CONC. SECOND CONC. CHEEP OUT DETAIL CONC. CHEEP OUT DETAIL CO 11 " MAX a a E -W DIRECTION T &B BAR OF SLAB 0 LAP #6 TO MATCH EXIST'G. SPACING ®2 (N) LENTON LOCK REBAR SPLICING ® (N) #4 x 3' -9" ® BENT (E) #6 DOWN & CUT FOR (N) REBAR SPLICING ® (N) 9 1/2" SLAB f'c =4500 PSI 12" 12" 12" 12" LO -N —S DIRECTION BAR ®COFSLAB N -S DIRECTION T &B BAR © C OF SLAB ®1 CHEEP OUT (E) CONC. 16 "x16" ®2 CUT (E) REBAR AT CENTER 12 "x12" AREA. (DO NOT CUT (E) BAR IF NOT WITHIN 12 "x12" AREA) ®3 FLOOR SINK SEE PLUMBING & ARCH'L. DWG. ® ADD 4 - #5 x3' -0" TOP E.W. ®5 (N) 3'- 6 "x3' -6 "x12" CONC. F'c =4500 PSI ® (N) #5 x 13" DOWEL 2' -9" 16 "x16" MAX. to :a a. • a 3'- 6 "x3' -6" a FOR:12 "SQ. & 7" DIA. 0 SEE ARCH'L PLANS FOR TYPICAL PARTITION WALL SCHEDULE. PROVIDE 2 -3 5/8 "x1 1 4 "x25GA. ©8" 0.C. WHERE WATER HEATER OCCURS. SEE DETAIL 3/ . ® PL.4"WIDEx 12 "LONGx2OGA. ® (E) CONC. SLAB ® (N) 6" CONC.' CURB SEE ARCH'L. ®5 3/4 "x24 "GA. METAL STRAPS OR WATER HEATER SEISMIC STRAPS APPROVED BY OFFICE OF STATE ARCH'L. INSTALL ONE STRAP WITHIN THE TOP 1/3 OF THE WATER HEATER UNIT AND ONE AT THE BOTTOM 1/3. ®'WATER HEATER BY OTHER ®7 WATER HEATER CONTROL 0 WATER TIGHT PAN PER ARCH'L ®9 (N) #4 DOWELS x 8" ® EA. CORNER 10 (N) #4 REBAR CONT. ® \� ® N • C 0 NOTE: USE SIMPSON 'SET—XP' EPDXY TO CONCRETE (ESR -2508) SPECIAL INSPECTION REQUIRED IYP FLOOR SINK CONC. CHEEP OUT WATER HEATER PLATFORM DETAIL INFILL DETAIL 11 ®1 (E) BRICK VENEER 0 (E) METAL TRACK ®3 (E) 6 "x16GA METAL STUD ® 16" O.C. (N) 10 "x7 "x1/2" PLATE W/ 2 -5/8" DIA. EPDXY BOLTS ®5 (N) TS6x4x3/16 COLUMN © (N) 1 5/8 "x6 "x16GA FULL HT. USE HILTI 0.145" DIA. 'X -CR' SHOT PIN @24 "O.C. (ESR -1663) TO (N) TS COL. ®7 (E) SLAB ®8 (E) SIDEWALK SLAB ® (E) FOOTING Ci 3x NAILER W/ 5/8"0" WELD STUD (C.S.) C�► 24" O.C. NOTE: USE SIMPSON 'SET —XP' (ESR -2508) FOR EPDXY TO CONCRETE, SPECIAL INSPECTION REQUIRED. 0 0 0 NEW OPEN'G. i 0 ` 1 1/2" '. 1/2" PLAN VIEW 0 3/16" 3 SIDES �' "Ilm`Il111 ll° SECTION A -A (N) TS COLUMN TO (E) FOOTING CONN. O 2 -3 5/8 "x1 1/4 "x25GA. ©8" 0.C. W / #8 SCREWS (•i9" O.C. WHERE WATER HEATER OCCURS. ®2 PL.4 "WIDEx 12 "LONGx2OGA. W/2 — #8 SCREWS TO STUD (8 SCREWS TOTAL) ® 1/4 "0 M.B.x2 "LONG W /WASHERS ® 3/4 "x24GA. WATER HEATER SEISMIC STRAP DETAIL O X -RAY TO FIND (E) REBAR 0 3" DIA. HOLE THRU (E) SLAB DO NOT CUT (E) REBAR. vuo-o10 FOR NEW cIsvS APR 13 2010 PERMIT 3" DIA. FLOOR DRAIN DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 z 0 m LLI LUI O Ld LLD D 0 iLu 0 1 CERYIF 1HAT THESE o WERE PREPARED OR APPROVED BY ME, AND THAT I AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION DATE: 1 -19 -2011 REVISIONS A1.S SHEET NUMBER 0 co 0 Q 0 April 08,2010 BM. OR TRUSS SUPPORT (N) PL. 10GA. PL. x4" LONG CD 12" O.C. AT OPEN'G. (E) ROOF PL. WIDE DECK B -B OPENING WIDTH SUPPORT UP TO 2' -0" L2x2x1/4 2' -1" TO 4' -0" L3x3x1/4 4' -0" TO 6' -0" L4x4x1/4 6' -1" TO 8' -0" C6x8.2 OVER 8' -0" SEE PLAN NOTE: 1. VERIFY THE SIZE AND LOCATION OF OPENINGS WITH MECHANICAL MANUFACTURER AND MECHANICAL CONTRACTOR 2. PROVIDE 5/8" DIA. PUDDLE WELD ® 12" O.C. FOR (E) DECK TO STEEL SUPPORT OPEN'G. 1® MECH UNIT SEE MECHANICAL PLANS 22 MECHANICAL UNIT MOUNTING BRACKET BY MANUF. ®3 HILTI KWIK -PRO 1/4"0 SELF TAPPING SCREW © 24" 0.C. ALL SIDE (TYP) (ESR -2196) ® C6x13x6" LG. AT JOISTS ® TS4x4xY4" FRAME ALL AROUND © (E) METAL DECK'G SEE PLAN 0 (E) MTL. JOISTS SEE PLAN TYP TYP. STL DECK 09. DWG OPEN'G FRAMING 09 MECH. UNIT PLATFORM DETAIL 0 TS BEAM, SEE PLAN FOR SIZE ®2 TS COL., SEE PLAN FOR SIZE & LOC. ® 3x NAILER W/ 5/8" DIA. WELD STUD (C.S.) ® 24" O.C. I =4 . SAW CUT (E) BRICK VENEER AND SLAT IN (N) 1/4" BENT PLATE x 14" LONG x 9" INTO (E) BRICK VENEER. 4 3/8" 2. INSTALL NEW METAL STUD BLOCKING & BRACING TO WALL AND PROVIDE TEMPORAY SHORING FOR EXISTING METAL STUD WALL. 3. CUT EXISTING METAL STUD WALL AS REQUIRED. 4. INSTALL NEW TS HEADER AND COLUMN. 5. REMOVE EXISTING BRICK VENEER FOR NEW OPENING. 6. PROVIDE NEW 1/4" BENT PLATE x J 1 1/2" 1" NOTE: SEE DETAIL 16/- FOR INSTALLATION PROCEDURE 1 3/4" V.I.F. 6" )' 3 5/8" fe P 1 /4 TO TRUSS 3/16" 0 MECH. UNIT SEE MECHANICAL PLANS 22 MECH. UNIT MOUNTING BRACKET BY MANUF. ®3 HILTI KWIK PRO1 /4 "0 SELF TAPPING SCREW ® 24" 0.C. ALL SIDE (TYP) (ESR -2196) ®4 C6x13x6" LG. TYP ® TS4x4xY4" FRAME WELD ALL ENDS ® (E) METAL DECK'G SEE PLAN ®7 (E) MTL. JOISTS SEE PLAN �EL. ** 1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE 1/2" DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE - PUNCHED AT FACTORY ALSO USED WITH TYPE 2 HOOD MODELS 5424 (ND -2- PSP -F) CORNER HANGING ANGLE 1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE DETAIL 1/2" DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE STEEL HANGING ANGLE ** ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE - PUNCHED AT FACTORY ALSO USED WITH TYPE 2 HOOD MODELS 5424 (ND -2- PSP -F) MIDDLE HANGING ANGLE DETAIL NOTES: 1. FOR ADDITIONAL INFORMATION SEE ARCH'L. & MECHANICAL DRAWINGS. 2. FOR ROOF CONN. USE DETAIL SEE 4/ -, & 8/- TYP. MECH. UNIT PLATFORM DETAIL TYP HOOD CONN. DET. N SOFFIT LINE SEE ARCH *L. .. (N) OPEN'G. ELEV. PER ARCH'L. ®1 (E) ROOF DECK O (E) STEEL JOIST SEE PLAN ®3 (E) 6 "x16GA METAL STUD © 16" O.C. ® (N) 5 "x5 "x1/4 "' PLATE 5® (N) 1 5/8 "x6 "x18GA METAL STUD ® 48" O.C. W/ 4 - #10 SCREW EA. END TYP OW/ 3-#10 SCREWS TO EA. BRACE ®7 (N) 16GA METAL STUD BLK'G. ® CUT (E) METAL STUD & PROVIDE TEMPORARY SHORING AS REQ'D. TYP> 1 /8" I�.. 3 -12 BENT PL. TO TS BEAM TYP/ K3-12 ®9 (N) TS8x6x3/16 HEADER SEE DET. 10/- FOR TS BM. /TS POST CONN. CI CUT (E) BRICK VENEER PER ARCH'L.. PROVIDE (N) BENT 1/4" PLATE x14" LG. ® 16 "0.C. 11 (E) METAL STUD SOFFIT FRAMING (V.I.F.) 12 (E) 3 5/8" THK. BRICK VENEER 13 (N) BENT 1/4" PLATE x f 1 1/2" CONT. 14 (N) 14GA CLIP ANGLE. PROVIDE 3 - #10 SCREWS TO EA. SIDE & 1/8" FILLET WELD TO (N) TS BEAM (E) #9 GALV. TIE WIRES CAD 12" 0.C. HORIZ. & 16" 0.C. VERT. 4 -16 PARTIAL J.P. x9 "L 4 3/8" ®1 (E) ROOF METAL DECK ® (E) STEEL JOIST, SEE PLAN ®3 1/2"0 THREADED ROD TO BE TO BE LOCATED IN FIELD 2000 LBS. MAX. ®4 (N) P1001 UNISTRUT CHANNEL SEE PLAN ® FOR HOOD CONNECTION TYP. SEE DET. 2/- © KITCHEN HOOD SEE PLAN & MECHANICAL DWGS. 0 3/32 "DIA. AIRCRAFT CABLE EACH DIRECTION TYP ® CL'G. LINE FOR FINISH SEE ARCH'L. 0 TYP ` CLAMP PER UNISTRUT MFG. 0 (E) ROOF METAL DECK O (E) STEEL JOIST, SEE PLAN ®3 1/2 "O THREADED ROD TO BE TO BE LOCATED IN FIELD 2000 LBS. MAX. ® FOR HOOD CONNECTION TYP. SEE DET. 2/ ® KITCHEN HOOD SEE PLAN & MECHANICAL DWGS. ® 3/32 "DIA. AIRCRAFT CABLE EACH DIRECTION TYP 0 CL'G. LINE FOR FINISH SEE ARCH'L. ® (E) STEEL BEAM SEE PLAN INSTALLATION PROCEDURE (N) EXTERIOR WALL OPENING HOOD DETAIL AT ROOF si HOOD DETAIL TO STL BEAM AT ROOF DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 0 f 00 n uJ SOUTH L BITER 0 N z CO L LO N 0 .*:r;::( F �1 E N L1 I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION DATE: 1 -19 -2011 REVISIONS - A- A- STRUCTURFAL SHEET NUMBER ANf 12' -0" 7' -0" 15' -0" 4' -6" 19' -6" 24' -0" 20' -2" 1 f I I 1_f I I 1 1 NOTES: 1. THE REMOVE EXISTING SLAB LOCATION FOR NEW UNDERGROUND PIPING, THE REMOVED LOCATION SHOWN ARE FOR REFERENCE ONLY, THE CONTRACTOR SHALL PROVIDE ACTUAL LOCATION AND DIMENSIONS FOR WORK ON UNDERGROUND PIPING. ALL WORK SHALL CONFORM TO CITY, STATE, AND FEDERAL REGULATIONS. 2. ALL TEMPORARY SHORING SHALL BE DESIGN AND WET SIGN STAMP BY A REGISTERED WASHINGTON STATE CIVIL /STRUCTURAL ENGINEER. NOTES N 4. , is }4� Z t k kv F Ft_ . V0 0 N E. k E h.. k 2 , ; n C �> IoO2O env LA APR 13 2010 RMIT CE FOUNDATION PLAN SCALE 1/4 "= DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635. -5699 CO DO c<rc 0 Nr) LLI LEJ _1I LL 0 LLI s Ic WE ME, AND THAT AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION DATE: 1 -19- 2011 REVISIONS A- P®N I TI®N PLAN SHEET NUMBER ANF PLOTDA 1 f I I 1_f I I 1 1 1 I O fi I /J O ID GO X C co GO Gp G� I:T . (E) #6x22'— • ; A 16 3/4.."CP , t. «'r'`. p ;� �i f0 „41© 36” 0.C. BOTTOM �.. ®® E.:a ..?.:£....r° ': :...... ; TYP Ali I �c ,1, > -- -� `'' ". 1 zit � vZ \ 1 / /1 \ . ,. \ \ Ali 16 k BOTTOM c / ` ® (am YE 1 \ ® \ TYP • I 36" O.C. I. IF / / / 6 (E) #6x19' -0 ".© •. ® �' t • » 4 L �._,_ ,q..f', ern \ \ `r.�. �r / ,� (E) #6x19' -0" 18" 0.C. BOTTOM I o N x LO k (E) #6x10' -0" © » »a.. I _ _ O O .. „ » »„ r # I ? x „ ,,,w.,,,,,,,, . \e j, 18" O.C. TOP "x ..�. p:'..,..... , E Y; e:. .,,,,. v.1...wa . .... , � 1 :, 1 lit" �i k. >,> : .:::::::.::::::, ...„.,::::, _ „ , E 6 ..: w. , p I . 7 w .. r 2 • r J, , E : o .1 r i o O M W 1 Et.:. Z z iE £ t 0 U o t. r ss r r Fi,} s t:, .Ef;:<;cf, a° .__ I r. z ff.:, „ n n.,,n .n» n,,,n, , .;� ST1 TYP n 6 4 \ LANDLORD �w I t rat i \ � 4` { $ 2 t , rr J 4 � t > t IE O V` „•. • •r -5 ��II - � 71 » M. F':S ... Y i. S, / n << » i , _ _ �,J LJ . r' 1 I _ �_ ,. f � 1•..: 1 t s. ( y IV / • a�f.. ^F4 +� a 2 "' f f C NYC ''' > "`F?> ,FarFk•t'a `lJ ft n, a" (E) #6x13 —0" © 9'f 0.C. TOP o x Lu •� Ell Zia � • E I.-• , jj TIT „.. ... ; }” `,55 , : ,.nn .v. .n, '3: t+,, > �'. { k ; r �.: r ..,.:v., \.: »v....,v....:. .,tn:', ...,:,..... >:'r.. '.! - :::.,4 .>, .... .....v . ...... .... ..... .:. .....: ..... ..v.>.. E ..... .:... .. .i::. ;::,:.:t ,>'Y; t:,:..+:: ,v, .,`.. '.>:4:':!T.'+ ....., n:.:., . .... .. . :. .... >.,.. ,: { . .. .. ....... .. ...:. ..s, �C.v> '..>...: .5 .. ..... .r. sC''�;'1a..1' ,> ./r ':, ...v. ».. :. ., .. ,, . ,...... 7f L: \>.,. E ..... . AI 16 V e, r F' ,., •..,. , ! •� = E • ai z * 's < { ik n ® 649 �j A C'�c.jg0 .1 I I F ,.;,. ■ = ; r , , ..,,,.. (.. lI `�i (E) 9 1/2" STRUCTURAL SLAB W/ #6 © 18" O.C. EA. WAY BOTTOM J 1:4; k F'F4 > >.,. € . r'Z NOTES: 1. THE REMOVE EXISTING SLAB LOCATION FOR NEW UNDERGROUND PIPING, THE REMOVED LOCATION SHOWN ARE FOR REFERENCE ONLY, THE CONTRACTOR SHALL PROVIDE ACTUAL LOCATION AND DIMENSIONS FOR WORK ON UNDERGROUND PIPING. ALL WORK SHALL CONFORM TO CITY, STATE, AND FEDERAL REGULATIONS. 2. ALL TEMPORARY SHORING SHALL BE DESIGN AND WET SIGN STAMP BY A REGISTERED WASHINGTON STATE CIVIL /STRUCTURAL ENGINEER. NOTES N 4. , is }4� Z t k kv F Ft_ . V0 0 N E. k E h.. k 2 , ; n C �> IoO2O env LA APR 13 2010 RMIT CE FOUNDATION PLAN SCALE 1/4 "= DATE: 12/18/09 JOB NO: 09 -081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635. -5699 CO DO c<rc 0 Nr) LLI LEJ _1I LL 0 LLI s Ic WE ME, AND THAT AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION DATE: 1 -19- 2011 REVISIONS A- P®N I TI®N PLAN SHEET NUMBER ANF PLOTDA 58 61 12'-0" T-0" 1V-0" 4'-6" 19'-6" 24'-0" 20'-2" \ 4. .• \ ...(E)W1 6x3.141/.4 ,.(N)TS4x4il (—) WT=562# 0 P1001 UNI TYP _J CN HOOD WT=438# . . . N )TS4)1214 LIJ HOOD SUPPpogr SEE DET. ro-N • P1001 UNITRUT P1001 UNIT TYP (E)W27x84 (1/2" !E)1 6x31 (1/4") E) I W21 1 HOOD SUPPORT SEE DET. TS4x4e1 L. , • . wr=747i# 1 \- \ 4. .• \ , 0 0 (N) 1S4 • P1001 UNITRUT TYP I 0 0 0 N TYP ROOF •,,Nt. OPEN'G. LLJ LLI P1001 UNITRUT TYP (N)TS4x4x1/4 M(OOZO CITY APR 1 3 2010 PERMIT CE ROOF FRAMING PLAN. SCALE DATE: 12/18/09 JOB NO: 09-081 DRAWN: STAFF CHECKED: C.M. 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 z 0 on 1.71SCI=1 EXPIRES fp -kg -2_0 1 CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT 1 AM DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF WASHINGTON LICENSE NO: 10225 EXPIRATION DATE: 1-19-2011 REVISIONS A - A - ROOP PRAMING PLAN SHEET NUMBER 0 0 ANF PLOTDATE: