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Permit M11-043 - WESTFIELD SOUTHCENTER MALL - DISNEY STORE
DISNEY STORE 536 SOUTHCENTER MALL Ml 1 -043 City oAukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206- 431 -2451 Web site: http: / /www.Tukwila WA.gov MECHANICAL PERMIT Parcel No.: 9202470010 Address: 536 SOUTHCENTER MALL TUKW Project Name: DISNEY STORE Permit Number: M11 -043 Issue Date: 06/17/2011 Permit Expires On: 12/14/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: STARR DE LA CRUZ Address: 2413 PACIFIC COAST HY #202 , LOMITA CA 90717 Email: STARR @PERMITSDIRECT.COM Contractor: Name: MERIT MECHANICAL INC. Address: PO BOX 2109 , REDMOND, WA 98052 Contractor License No: MERTTMI163CM Phone: 310 606 -2078 X 110 Phone: 425 883 -9224 Expiration Date: 06/01/2013 DESCRIPTION OF WORK: DUCTWORK, NEW UNIT Value of Mechanical: $18,020.00 Type of Fire Protection: SPRINKLERS /AFA Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $416.31 International Mechanical Code Edition: 2009 WU- id, Date: 1.0'1, 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 work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this permit. Signature: Print Name: fur l4A c! 1,-111V9 Date: (e(11- iii.7 N 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 M11 -043 Printed: 06 -17 -2011 • S PERMIT CONDITIONS Permit No. M11-043 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: 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) 12: 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) 13: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 14: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 15: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 16: 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) 17: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 18: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. doc: IMC -4/10 M11-043 Printed: 06 -17 -2011 21: These plans were reviewed by actor 511. If you have any questions, pleaseeTukwila Fire Prevention Bureau at (206)575 -4407. doc: IMC -4/10 M11-043 Printed: 06 -17 -2011 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httni/www.citukwila.wa.us Mechanical Permit No. ikA Project No. (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: Tenant Name: S3 Sy�fhCl,a {ar Sid (I Disney �S(1fo ie Property Owners Name: 0,4 -e Ifj U. C q� (� � Mailing Address: ari aA/1-�12______ l � 0 0 City State Zip King Co Assessor's Tax No.: 1`!� V l.'L1 ---oO 1, 0 Suite Number. Sq,2-- Floor: New Tenant: Yes ❑ .. No CONTACT PERSON- who do we contact when your permit is ready to be issued 1 Name: Day Telep Mailing Address: a4 I • ( �C M bliNittdoz (yt 1* `t� r / n City State Zip E -Mail Address: k� �e� lfr rkV'l \eec - 'CO Irk Fax Number: 37 O'-000 (a 'o' . 0 /7 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - All plans must be stamped by architect of record Company Name: Mailing Address: Contact Person: E -Mail Address: atact v DewS rneS Dt,r�S tr∎ -tte ,Ant urc Ei .o v, cO ei.xbair CA 91 ,a City Day Telephone: S'- SC1 `7 [ 2r-1R)8 & U Fax Number 310- (o& -a0` '7 ENGINEER OF RECORD - All plans must be stamped by engineer of record Company Name: Mailing Address: Contact Person: Voa PINK Coos f Itiw9 ski; Peer 635 westlprt Po/ tN-sy, S4:1c 30o E -Mail Address: 0.,., k-eI ( don pc... Con Fl k 1pphrabnns1Foma- Apphcatom On L,oc 2010 AppLw,aa0-2010 - Mechmcd grant A pbo. o. do. R v, od 7 -2010 bh 6rsae TX 76os1 City State Zip Day Telephone: 8'(7- kilo - 2 8S ( Fax Number: g 17- ZS I - i(Y I I Page I of 2 • • Valuation of project (contractor's bid price): $ I sp 0 Scope of work lease provide detailed information): csAv -3cAC ) V 1 f c,3 o LA . Use: Residential: New 0 Replacement ........ ❑ Commercial: New ❑ Replacement Fuel Type: Electric ® Gas ❑ Other: Indicate type of mechanical work being installed and the quanfty below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Bioler /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 Z 1 3-15 hp /500,000 btu floor furnace ventilation fan connected to single duct / thermostat I 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 I air handling unit <10,000 cfm incinerator — comm/ind PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 international building code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 VNER R AUTHORIZED AGENT: Signatu Date: ' Print Name: c��IY,Nr�" G� Vl� / Day- Telephone: - ,1 U �O O LP' a 67 r Mailing Address:o�/ J e4- 3 o CA 9070 City IDate Application Accepted: tyitoli I ; Date Application Expires: 10[ 01 I (, II 14ppheaaonAPomn- Appheacmas On tjne12010 Appleraunnfl7.2010- Mechanical Perron Application doe R mad 7.2010 State Zip Staff Initials: Page 2 of 2 S • 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.TukwilaWA.Qov RECEIPT Parcel No.: 9202470010 Permit Number: M11 -043 Address: 536 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 04/07/2011 Applicant: DISNEY STORE Issue Date: Receipt No.: R11 -01240 Initials: WER User ID: 1655 Payment Amount: $333.05 Payment Date: 06/17/2011 12:10 PM Balance: $0.00 Payee: MERIT MECHANICAL TRANSACTION LIST: Type Method Descriptio Amount Payment Check 24468 333.05 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 333.05 Total: $333.05 doc: Receipt -06 Printed: 06 -17 -2011 Cit,of Tukwila, • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: //www. ci. Tukwila. wa. us SET RECEIPT RECEIPT NO: R11 -00668 Initials: JEM Payment Date: 04/07/2011 User ID: 1165 Total Payment: 942.95 Payee: PERMITS DIRECT SET ID: S000001491 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member D11 -085 EL11 -0316 M11 -043 PG11 -053 TOTAL: Amount 709.35 109.13 83.26 41.21 709.35 TRANSACTION LIST: Type Method Description Amount Payment Check 1987 942.95 TOTAL: 942.95 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES 000.345.832.00.0 PLAN CHECK - NONRES 000.345.830 109.13 833.82 TOTAL: 942.95 Mit —c43 Je .SAP Q NY COMMENTS: Sut e AT _ 'e 1.- ;h..-Q i p U LiC,T ez LkiAt.1-(9 Address: c c xt Date Called: Special Instructions: Date Wanted: `, �` ----a.m. p.m. Requester: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. �J 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: 5 Approved per applicable codes. O Corrections required prior to approval. ri REINSPECTION FEE REQUIRED. Pr or to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Approved per applicable codes. O Corrections required prior to approval. ri REINSPECTION FEE REQUIRED. Pr or to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. Mt i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 R (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projec4 S NL ; C�vc Type o In i (;77.1 /C A��„rgs : A4` , J I/ M J�"{ Date Called: Instructions: Special Instructions: / 6.19-Ail j V ( >2 Date Wanted: ^-� f " �� - ,.p.m. p.m. Reque I i jrr /'fig r( <__ Phi T:s.... /Les -24 74 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • • l Inspect r: r7 REINSPECTION FEE REQUIRED. Prior io next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. AA I"- 043 'PERMIT NO. CITY OF TUKWILA BUILDING DIVISION tt- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670S: Permit Inspection Request Line (206) 431-2451 'k! Projf K, l p S f2-i t,5 Ae.: &I, Type of Inspection: R-040 ei k ,-1---414 ..) Address: , 53 0 c... Ait Date Called: 1 ._. Special Instructions: .., we" (A V- Date Wanted: -7 - / f ...if ..._-, P. 11 Requester: Phone No: ...... 4144 4 . . _ _ ., 0 / li Approved per applicable codes. Corrections required prior to approval COMMENTS: -•', li- (A V- A DitIJ — S-J D p3rat-- ii -1 - A "Si.. V __ I‘ 1 A f Inspector: fJ I '7 7 ti: .1•. Date. REINSPECTION FEE REQUIREINrior to next inspection. 'fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to scheduleseititpeCtion. • • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ffIA F t : L s 1.z -E- t3.4s. I PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: I ,i, y £ q Fire Alarm: Hood & Duct: Tj�yj]in-'�}e of Inspection: ��( 19' io,,,i , p/�^.�1 J w'lC, ,E;f- ✓k Ce1Ll W Address: ,S"� TL1�S�,s Suite #: �, i-�. -y► i i Contact Person: ' !-ce ,.. I, Special Instructions: Pho ne No.: (/ g .? i L, - 4� !'_)( J\ r c O d Approved per applicable codes. Corrections required prior to approval. COMMENTS: PAS, I ok MLA. f44., trolie, Olt Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: , j-/ I Date: 5._,i_ // Hrs.: I n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: I Company Name: Address: City: .State: I Zip: Word /Inspection Record Form.Doc r 6/11/10 T.F.D. Form F.P. 113 • • • • • EAGLE TEST & BALANCING COMPANY 4.ABC CERTIFIED 815 E. Main Cushing, OK 74023 Phone: (918) 225 -1668 Fax: (913) 225-1637 13047 S. E. 47th Pt. Bellevue, WA190006 Phone: (425) 747-9256 Fax: (425) 641 -5662 TEST AND BALANCE REPORT Project MG D /iJE i STnkE Location: SPAL6 5btJ1 jGCNT� - MALL—i TU Kt,N1 ILA) �niA Architect: L I r.4A,ri E /D REW Engineer. Contractor me- g r pv C- ILAt•; I G A — Project Number: This is to certify that Eagle Test & Balance has balanced the systems described herein to their optimum performance capabilities. The testing and balancing has been performed in accordance with the standard requirements and procedures of the Associated Air Balance Council and the results of these test are herein recorded. Associated Air Balance Council Certification Number. 93 -02-01 Date: • Test & Balance Engineer Stephen D. Barnes Form #89030 M l I- 0 Lt3 Project 771 L DL5 /VF / 7? Date Page of System /7"u-/ AIR DISTRIBUTION TEST SHEET Terminal Number i 3 Room Number Type Factor Design FPM CFM Test —FPM or CFM Test 1 IMIEDM MB 1.11111111 ■1111 1111111111111111111 1111111111111111111 ■■ 11111111111111111111 11111111= 111111111111111111111111111111111111 111M1111111 IMO 111111111111111 MINIM 11111/11111111111111111 11111111111111111111 �N_IN IlfaE11■ REM WM II IR '_,__ Mal rffill I MI 5 Test 2 o --7o Test 3 1l /J- SR -' zSb 5?) ` /5 M1 MIN Final FPM CFM .7� .2 7S 0 f (0 /,;, 2,70 275 to 5" Z% "1* Form #89040 -42SiffgaM Project Name m: ,5) )5A / Y 5J/'1 Date Page of MR MOVING EQUIPMENT TEST SHEET 3 r SYSTEM' R"ra • - Equipment Location Area Served g . Equipment Manufacturer Model. eri Number • gooF 1 z D/,5-)/ 57--oieE 1( a 040 H to jp 111,4345 9_57 o So":9 - Fan rota CFM - Outlet RIA CFM 0/A CFM a 7— 1 _____, !..----- Specified 1 Actual Y il 2 : Specified / Actual ■ 4 1 ---`---- g I ) 5'...25-- il 1 1 g k , . g g I i 1 i i t 1 i 1 1 1 ;.: Total Static Pressure (Total/External) letig.F.:t. Pressure Discharge Pressure RPM • otor Maufgoturer Allotor HP/BHP Phase Vpitari. 5. Ampera.ge Motor RPM Motor Service Factor Starter Heater Elements Specified 1 Lz=s. Actual "a I , i.51,0,5,A 17/ g k Fr''.2611 /2 0-• IE',g -51 6, 17Y5- „ Specified Actual 1 1 Motor. Sheave & No, Grooves . •-• rEr Sheave & No, Grooves 13, J.b.0 Its Prwm S3 n n Project Name 7//E Date Page of SYSTEM Equipment Location EXHAUST FAN DATA SHEET Equipment Manufacturer Model Serial Number Specified . Actual Total CFM - Fan Total CFM - Outlet Total Static Pressure' (Total /External} Inlet Pressure Discharge Pressure Fan RPM Specified Actual DO DTh Specified Specified Actual Motor Manufacturer P.4id,4SoN/C M/ A-SOf1/1 e Motor HP /BHP //j 0 Phase /4- /zl Voltage / ..2- I 12 Amperage a 2.# 0,2-0 Motor RPM i) Motor Service Factor — Starter Heater Elements Specified Actual DO DTh Specified Actual ,,e/e0 ,,e/e0A Al • pj2o /1J D ,1, /> Belts / 1 /4- /zl /1 5 /, DD Motor Sheave & No. Grooves , J7 ./) T)7 Fan Sheave & No. Grooves D ,1, /> Belts �T not always required or applicable. Remarks =• P r E Form #0903i W.E. MOSCICKI ASSOCIATES, INC. - Consulting Structural Engineers P.O. Box 496 - Verdugo City, CA. 91046 - (909) 646 -8426 PROJECT: JOB NO. SHEET A DES. BY DATE: SIGNATURE IS VALID ONLY ON PRINTS - A SIGNED COPY IS NOT TO BE REPRODUCED FILE COP CORRECTION DISNEY STORE SOUTHCENTER TUKWILA, WA. 98188 STRUCTURAL CALCS FOR PLAN CHECK COMMENTS CLIENT LINANE/DREWS ARCHITECTS v i -e,w .94 �o r Cn e CompNtvct P71),0 \AD 'JUN 0 3 2011 Cftyo rulc ila BUILDINn nnncirn� • ECEIVED MAY 232011 CENTER Mg z II P s"P II 12B , 14B22 L BEAM UI 4 0) 6 H 5 t 14F172 ss. JOISTS t; 16 H 5 JO' I 16 H15 BEAM 14B22 14872 —m 12B14 BEAM AtE rt ;led kin • s. • • " • •••• I .••• '•••": • • " • • W.E. MOSCICKI ASSOCIATES, INC. — Consulting Structural Engineers P.O. Box 496 - Verdugo City, CA. 91046 - (909) 646 -8426 P R O J E C T : A f A / A . S o u 7 )1 C 7 J O B N O . ) /— 111 SIFT DES. BY Gt% DATE: ,� r , SIGNATURE IS VALID ONLY ON PRINTS - A SIGNED COPY IS NOT TO BE REPRODUCED Gar ( -) IN14' 2 ? 1, N *7� cI � 7 . r W)p„T k‘‘‘...its /1391L ultf- f qip �i�� Zoo # L cN G7E /of ,_2_ OC9 Q /r0zoo 2 %,/0'¢4 _got, Lz�nL 3 ,touP1n� s 4.o 4/ ltf c 7, /jft = 2.5 PR-At G 4.5 er4-G Z,to A- trSC_. = z, o. c.. - /.5. o ' /d, L.L = 2.5 4/, (iRJG.,Dti ) !,014 s/�i. t- C., 410 0.C. Gja- �C15, 4- 90 gel‘ 04. C.ZSj '� / 5 0 * . (J14t ZZ-- o ?d - 5C-e- par o v r• A/CC c.�Ar /7 l �t� n S r R�• 5i. - 3It a ol✓: G Rb) ) • ST - c,.5r'c l6 NS @ 6 �Q o.C. of tee Sy / Cau f 0 Su -rLi 7P, ,,,Z op- T, C4Mr7'' v s ,4-r -sec# or'` 'VP X %x. 8p '7 iS (cf 7a-E U 2d 2SOit w : l 1'�t► o,uir is . 1i vot[i -c-/-r. #g 7 ;e: 1A)/4)(31 4) 44ew lS 6. • VV. Mlh7l..n.N ?% OU .. UVt. 3786 La Crescenta Ave Glendale, CA. 91208 Ph 818 - 248 -4491 Fax 818 -248 -1867 Description ; CK W14x22 Material Properties Analysis Method : Allowable Stress Design Beam Bracing : Beam is Fully Braced against lateral- torsion buckling Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 i D(0.1) $ v IIwv .r Ds r Project Desc.: Project Notes : D(0.09) L40.15) uw n Printed: 17 MAY 2011. 11:I7AL1 Cafadatlons per IBC 2009, CBC 2007, RISC 36005 Fy : Steel Yield : 36.0 ksi E: Modulus : 29,000.0 ksI i Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.090, U = 0.150 ksf, Tributary Width = 1.0 ft Uniform Load : D = 0.10 ksf, Extent = 0.0 -» 7.0 ft, Tributary Width = 1.0 ft DESIGN SUMMARY 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 Max Downward Total Deflection Max Upward Total Deflection Service toads entered. Load Factors will be applied for calculations. 0.337: 1 Maximum Shear Stress Ratio = W14X22 Section used for this span 20.115 k -ft Vu : Apples 59.641 kit NM/Omega : Allowable +D+Lr4l1 Load Combination 11.640ft Location of maidrarm on span Span # 1 Span # where ma durum occurs 0.196 in 0.000 in 0.367 In 0.000 in Ratio = Ratio = Ratio = Ratio = 1472 0460 784 0 <360 Design OK 0.082 : 1 W14X22 3.743 k 45.374 k +D+Lr 41 0.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Surrena ry of Shear Values Segment Lerglh Span # M V Mrnax + Mmax - Ma - Mara Mu M x/Omega Cb Rm Va Max Vru Vn lOmega Overall MAXimum Erweope Dsgn. L = 24.00 ft 1 +0 Dsgn. L = 24.00 ft 1 4D4ft414 Dsgn. L = 24.00 ft 1 40+0.750Lr40.750L41 Dsgn. L = 24.00 ft 1 +0+0.7501.r90.750L40.750W+ii Dsgn. L = 2400 ft 1 +0+0.7501.r40.7501.40.5250E+H Dsgn. L = 24.00 ft 0.337 0.082 20.12 0.157 0.043 9.34 0.337 0.082 20.12 0.292 0.073 17.42 0.292 0.073 17.42 0.292 0.073 17.42 20.12 99.60 59.64 1001.00 924 99.60 59.64 1.00 1.00 20.12 99.60 59.64 1.00 1.00 17.42 9960 5964 1.00 100 17.42 99.60 59.64 1.00 100 17.42 99.60 59.64 1.00 100 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. •• Dee Location in Span Load Combination 3.74 68.06 45.37 1.94 68.06 45.37 3.74 68.06 45.37 3.29 68.06 45.37 3.29 68.06 45.37 3.29 68.06 45.37 tax.',' Deli Location in Span D+Lr 1 0.3669 12.000 Maximum Deflections for Load Combinations - Unfactored Loads Load Combination Span Max. Drearaa d Deft Location In Span D Only 1 0.1714 11.880 Lr Only 1 0.1956 12.120 D+Lr 1 0.3669 12.000 Vertical Reactions • Unfactored Load Combination Support 1 Support 2 0.0000 0.000 Support notation : Far left b #1 Mat. Upward Dell Location in Span 0.0000 0.000 0.0000 0.000 0.0000 0.000 Values In KIPS Ov wall MAXimum 3.743 3.247 W.E. MOSCICKI ASSOC. INC 3786 La Crescenta Ave Glendale, CA. 91208 Ph 818-248-4491 Fax 818 - 248 -1867 Lic.- # =`KW- 06000095` >` Idle: D Project Desc.: Project Notes : Printed: 17 MAY 2011.11:17At:1 pesdipljon : CK W14x22 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Lr Only D+Lr 1.800 1.800 3.743 3247 Support notation : Far left's #1 Values In KIPS Steel Section Properties : W14X22 Depth = 13.700 m I n = 199.00 IM4 J = 0.208 IoM Web Thick = 0.230 in Su 29.00 103 Car = 314.00 inA6 Flange Width = 5.000 In R MI = 5.540 in Flange Thldc = 0.335 In A = 33.200 W3 Area = 6.490 in" 2 I yy = 7.000 Weight = 22.092 p6 S yy = 16.700 9102 2.800 lr"3 Woo • n = 0.735 In R yy = 1.040 in Sw = 7.000 MM K1 = 0.750 in Zy = 4.390 inn Of = 5.340In"3 ds = 1.270 in rT = 1.250 in ON = 16.100103 Ycg = 6.850 in W.E. MOSCICKI ASSOCIATES, INC. — Consulting Structural Engineers P.O. Box 496 - Verdugo City, CA. 91046 - (909) 646 -8426 PROJECT: Z31 /J y " S (7 'u ?1/c o►" �!n / i J DES BO..W DATE: f S, SIGNATURE IS VALID ONLY ON PRINTS - A SIGNED COPY IS NOT TO BE REPRODUCED Z 7J" q J = 1 9 7$ I t cat LC 2.0 av ' 6 24l qp =2.5 f:0::Lt....„ E't) 6��(w) i .4-sy uJ 4, P p -,_ f.tigtyliA ::: 44/9$ h NAT /l a tm GCF A = C°42-sL)(v)ye.)K304,) (ci •7 < :/ kt - $ =/ V= /40 'PI js.z3Vat tS car_ 43 A (*IQ) 4-5-0 ' `. - S. Z3) (•,5)( 3K1si 7 sa > sus eK O7f_ 75 CI'SA = /7o 5 20415 (3j = 7:90a ) a7n �? 1t 6 s s s ' (7 ; sy � et, 2- ' / '(xv rcie sic/2'1-6'4g .z._-0/4x 77.4. 6-4. FLu a tZ ne7wc. OX at /c Conterminous 48 States 2009 International Building Code Latitude = 47.427 Longitude = - 122.23899999999999 Spectral Response Accelerations Ss and Si Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa =1.0 ,F■ =1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (9) 0.2 1.362 (Ss, Site Class B) 1.0 0.465 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.427 Longitude = - 122.23899999999999 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class B - Fa =1.0 ,Fv =1.0 Period Sa (sec) (g) 0.2 1.362 (SMs, Site Class B) 1.0 0.465 (SM1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.427 Longitude = - 122.23899999999999 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3x SMs and SD1 = 2/3xSM1 Site Class B - Fa =1.0 ,Fv =1.0 Period Sa (sec) (9) 0:2 0.908 (SDs, Site Class B) 1.0 0.310 (SD1, Site Class B) 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary MECH -SUM. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address Westfield Southcenter Date 5/18/2011 536 Southcenter Mall For Bu' ding Dept. Use / C ''‘' 1. Tukwila, WA 98188pyD J. p� Applicant Name: Disney �Q4 WAS IP - r. Applicant Address: r Applicant Phone: Project Description p Briefly describe mechanical system type and features. ❑ Includes Plans FILE Permit No Include documentation COPY ''� "�,,, ; .0o 33 4 3.32 �. R F , I requirements, Section 1416. requiring compliance with commissioning Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu /h OSA CFM or Econo? SEER or EER IPLV3 Econmizer Option or Exception6 Heat Recovery Y/N RTU -1 RTU TRANE HEAT PUMP WCD150 148000 1146 11 NA Economiser N Heating Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' Capacity2 Btu /h OSA cfm or Econo? Input Btuh Output Btuh Efficiency4 Heat Recovery Y/N RTU -1 RTU TRANE HEAT PUMP WCD150 136000 NA NA NA 3 N Fan Equipment Schedule Equip. ID Equip Type Brand Name' Model No.' CFM SP' HP /BHP Flow Control5 Location of Service EF -1 EF NUTONE QTXEN150 50 0.30 0.10 TOILETROOM EF -2 BROOA.�N LOSONE - L200 200 0.10 NA OFFICE Cocks �i C W Comp met REc �f Ctrf OF �(jrcWi �A . V MA r -2 20 1 11 IN fl o 91111 Drier ^..,. 'If ava -ble. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. ' COP HSPF, Combustion Efficiency, of I 5 Flow t ontrol t es: variable air volume(VAV), constant volume (CV), or variable speed (VS). 6 Exception number from Section 1433. City of Tu BUILninirnlvimM 1 CORRECTION cable. l I -043 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Summary (back) MECH -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 System Description See Section 1421 for full description of Simple System qualifications. All Systems: ❑ No humidification? ❑ No Reheat? If Heating /Cooling or Cooling Only: ❑ Constant vol? ❑ Split system? ❑ <= 84,000 Btuh? ❑ Economizer • Air cooled? ❑ Packaged sys? ❑ <= 135,000 Btuh? ❑ Cooling Cap < =15 Btuh /ft2? ❑ Heating Cap. > 0 & < =10 Btuh /ft2? If Heating Only: ❑ <1000 cfm? ❑ <30% outside air? ❑ Heating Cap. < =10 Btuh /ft2? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. C START i ap < =15 Heat/Cool Eq. with Cap < =10 Yes Heating Only Heating /Cooling or Cooling Only Reference Section 1421 Yes Yes Yes alifies Economizer Exception tion 1 Yes Simple System 01 Allowed (section 1420) Yes Use Complex Systems (section 1430) Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Mechanical Permit Plans Checklist . MECH -CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Westfield Southcenter (Date 5/18/2011 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment Performance Yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M2.0 N.A. 1411.1 Combustion htg. Indicate intermittent ignition, flue /draft damper & jacket loss N.A. 1411.1 Air- cooled chiller Provide total air and water chiller capacity N.A. 1411.2.1 Water - cooled chiller Full -load and NPLV values adjusted for any non - standard conditions Yes 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule M2.0 N.A. 1411.5 Unenclosed Heat Indicate radiant heat system and occupancy controls 1412 HVAC Controls Yes 1412.1 Temperature zones Indicate locations on plans M2.0 N.A. 1412.2 Deadband control Indicate 5 degree deadband minimum N.A. 1412.3 Humidity control Indicate humidistat Yes 1412.4 Setback and Shutoff Indicate thermostat with 7 day program capability & required setback M2.0 N.A. 1412.4.1 Dampers Indicate damper location, leakage rate, control type, & max. leakage Yes 1412.4.2 Optimum Start Indicate optimum start controls M2.0 Yes 1412.5 Heat pump control Indicate heat pump thermostant & outdoor lockout on schedule M2.0 N.A. 1412.6 Combustion heating Indicate modulating or staged control Yes 1412.7 Balancing Indicate balancing features on plans M2.0 Yes 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas M2.0 N.A. 1412.9 Loading Dock & Garage Ventilation Indicate enclosed loading dock & parking garage ventilation system activation and control method. Yes 1422 Thermostat interlock Indicate thermostat interlock on plans M2.0 Yes 1432.2.1 Temperature Reset Indicate temperature reset method M2.0 1413 Air / Water Economizers N.A. 1412.1 Single zone systems Indicate multiple cooling stage control capability. Yes 1413.1 Air Econo Operation Indicate 100% capability on schedule M2.0 N.A. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb N.A. 1413.2 Wtr Econo Document Indicate max. OSA condition for design clg load & equipment performance data. N.A. 1413.3 Integrated operation Indicate capability for partial cooling N.A. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting Systems Yes 1414.1 Duct sealing Indicate duct design pressures, sealing, and testing requirements M2.0 N.A. 1414.1.2 Low press. duct test Indicate applicable low pressure duct systems shall be leak tested N.A. 1414.1.3 High press. duct test Indicate high pressure duct systems shall be leak tested, and identify the location of this ductwork on plans Yes 1414.2 Duct insulation Indicate R -value of insulation on duct M2.0 1415 Piping Systems N.A. 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements Yes 1416.3.2 System Balancing Indicate air and water system balancing requirements N.A. 1416.3.3 Functional Testing Provide sequence of operations and test procedures. N.A. 1416.3.4 Documentation Indicate O &M manuals, record drawings, staff training N.A. 1416.3.5 Comm. Report Indicate requirements for final commissioning report N.A. 1416.4 Compliance Chklist Submit to building official upon substantial completion. N.A. Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential 'Mechanical Permit Plans Checklist Continued ECH-CHK 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Address Westfield Southcenter 'Date 5/18/2011 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, na) Code Section Component Information Required Location on Plans Building Department Notes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. N.A. 1441 Elec. water heater Indicate R -10 insulation under tank N.A. 1442 Shut -off controls Indicate automatic shut -off of circulators or heat trace N.A. 1443 Pipe Insulation Indicate R -value of insulation on piping N.A. 1444 Pump Energy Indicate method of pump energy management (Sec 1438) N.A. 1445 Heat Recovery Indicate preheat capacity as % of peak service water demand. 1460 Heated Pools N.A. 1452 Heat Pump COP Indicate minimum COP of 4.0 N.A. 1452 Heater Efficiency Indicate pool heater efficiency N.A. 1453 Pool heater controls Indicate switch and 65 degree control N.A. 1454 Pool covers Indicate vapor retardant cover N.A. 1454 Pools 90+ degrees Indicate R -12 pool cover N.A. 1455 Heat Recovery Indicate method and capacity of exhaust air temperature reduction COLD STORAGE (Sections 1460 -1465) 1460 Cold Storage N.A. 1463 Evaporators Indicate motor type and speed control N.A. 1464 Condensors Indicate condenser cooling type, design wb temp and control N.A. 1465 Compressors Indicate design minimum condensing temp and control. If "no" is indicated for any item in Sections 1401 -1424 or 1440 -1465 , provide explanation: (1 • LI NAN E I DREWS ARCH ITECTS City of Tukwila - Plan Check Comments The Disney Store - Westfield Southcenter 536 Southcenter Mall, Space #592, Tukwila, WA 98188 Application #D11 -085 & #M11 -043 May 18, 2011 Dear Plan Reviewers, • cmROFEMu MAT 2y2011 PERMRCEyTER 'The following are responses to the comments from the respective departments from The City of Tukwila. These corrections have been incorporated into our set as Revision 1 and dated 05.18.11 City of Tukwila Building Division. by Dave Larson Building - Permit #D11 -085 1. The occupant load of the retail space requires two exits. The rear exit goes through the stockroom. The following section applies, Section 1014.2 2009 IBC... please revise exiting plan to comply with the code section above or provide another exit in a different location. • We have revised all of our plans to include an extra exit in the stockroom which will prevent all occupants inside the sales area to have to go through the stockroom to exit the store. Our exiting diagrams on sheet A0.2 have been revised to reflect this. 2. Emergency lighting per section 1006 IBC is required along the main egress paths that connect the front and back exits. I could not find plans that show emergency light fixtures aligned with the egress path. Your egress plan is on page A0.2 and it would be helpful if you showed emergency light fixtures on this plan. You will need enough to meet the intensity requirement (average 1 foot candle at floor level) along the main egress aisles. • We have taken your advice and revised our A0.2 to not only include our emergency track lighting and bug -eyes but also defined the luminance requirements on our legend. Mechanical - Permit #M11 -043 1. Please provide structural plans, calculations and framing details for the new rooftop unit loads applied to the existing roof system. Include rooftop unit anchorage details. • We are utilizing the existing curb for our new RTU. The rooftop unit will be installed on this curb as per manufacturer's recommendation and a minimum will be anchored per details 8,9,10 and 11 on sheet M3.0 • A partial roof structural plan has been added to sheet M3.0 for your reference and calculations are being submitted with our resubmitted. 2. The State energy code forms where not filled in adequately. Only submit the applicable forms. We do not need lighting budgets with mechanical permit applications. Complete all required sections of the pages applicable to this system. • The 2009 Washington State energy forms have been completed and attached. Only mechanical forms will be included in this resubmission 3500 West Burbank Boulevard, Burbank, California 91505 818 -972 -5080 Fax: 818 -848 -3895 3. Please show the location of the proposed HVAC shutdown duct smoke detector on the plans. • The HVAC duct smoke detector has been added to the plan on sheet M2.0 Any questions regarding the mechanical revisions can be addressed directly to our consultant Engineer, Kevin Glover at (817) 410 -2858 Additional Revisions In addition to the revisions noted above, we've also made the following changes, deletions, additions, and /or alternations in, on and to the drawings and specifications and all have been noted as revision 1. ARCHITECTURAL Item Sheet Det. Sheet T1.0 T1.0 Sheet A0.2 A0.2 1 Sheet A0.4 A0.4 5 Sheet A1.0 A1.0 1 Sheet A1.1 A1.1 Sheet A2.0 A2.0 Sheet A2.1 A2.1 Sheet A2.2 A2.2 Sheet A3.0 A3.0 Sheet A4.0 A4.0 Sheet AS.0 A5.0 Sheet AS.la A5.la Sheet A5.2 A5.2 Sheet A6.0 A6.0 Sheet A6.1 A6.1 Sheet A7.0 1 2 Mult. Req'd by Description Bldg. Dept. Bldg. Dept. Number of proposed exits revised to (3), see sheet A0.2 - Entire stockroom layout revised per building department comments. A third exit was added to floor plan. Emergency track lighting and luminance requirements outlined on legend section of sheet. Disney Cashwrap design revised per Disney's direction Bldg. Dept. Landlord Bldg. Dept. Bldg. Dept. Bldg. Dept. 1 Bldg. Dept. Bldg. Dept. 1 Disney 4 Disney 12,15 Disney Bldg. Dept. Mult. Bldg. Dept. Demo plan updated per new opening on demising wall that will be required for new 3'' exit. Demo RCP revised to clarify section of fire sprinkler line that is to remain as is. Entire stockroom layout revised per building department comments. A third exit was added to floor plan. Wall type "H" revised per revised floor plan. Wall type "N" added to set for wall between manager and toilet room. Exit door added to door schedule. Finish plan revised per revised stockroom layout. Reflected ceiling plan revised per revised stockroom layout Finish on storefront revised from a metal panel system to a wood cladding. Section revised per revised change from a metal panel system to a wood cladding finish on storefront. Storefront details revised per change from a metal panel system to a wood cladding finish on storefront. Elevation 10 revised per revised location of sales to stockroom door. Interior elevations revised per revised stockroom layout. Page 2 • • A7.0 Bldg. Dept. Enlarged toilet plan and interior elevations revised per revised stockroom layout. Sheet A7.3 A7.3 Bldg. Dept. Enlarged plans and interior elevations revised per revised stockroom layout. Sheet F1.0 F1.0 Bldg. Dept. Fixture plan revised per revised stockroom layout. Sheet F1.1 F1.1 Bldg. Dept. Fixture layout plan revised per revised stockroom layout. Sheet F2.0 F2.0 Bldg. Dept. Elevation 4 revised per revised location of rear door. MECHANICAL Sheet M2.0 Item Sheet Det. Req'd by Description M2.0 Bldg. Dept. Mechanical plan revised per revised stockroom layout. Also, the location of the duct mounted smoke detector at the RTU was called out. Sheet M3.0 M3.0 ELECTRICAL Item Sheet Sheet E2.0 E2.0 Sheet E3.0 E3.0 Sheet FA1.0 FA1.0 PLUMBING Item Sheet Sheet P2.0 P2.0 Bldg. Dept. Per building department comments, an enlarged roof plan, curb detail and connection detail was called out for RTU units. Det. Req'd by Description Bldg. Dept. Lighting plan revised per revised stockroom layout. Bldg. Dept. Power plan revised per revised stockroom layout. Bldg. Dept. Fire Alarm plan revised per revised stockroom layout. Det. Req'd by Description Bldg. Dept. Plumbing plan revised per revised stockroom layout. Please feel free to give me a call at (818) 972 -5080, ext 123 should you have any questions or concerns. Prepared by Juan Velasquez, LEED AP Project Mana:er Nowommerur r LDA 1,1 ;,1 \I; I)P.I;Yrti ,11wf,'lirrI :i r$ 3500 West Burbank Boulevard Burbank, CA 91505 P: (818) 972 -5080 ext. 123 F: (818) 848 -3895 juanv@linanedrews.com Page 3 dp • Don Penn Consulting Engineer 635 Westport Parkway, Suite 300 Grapevine, Texas 76051 817 - 410 -2858 (Metro) 817- 251 -8411 (Fax) May 18, 2011 City of Tukwila RE: The Disney Store 536 Southcenter Mall Tukwila, WA 98188 Permit # M11 -043 Dear Mr. David Larson, The following are our responses to your comments on May 4, 2011. Mechanical Comment 1: Please provide structural plans, calculations, and framing details for new rooftop unit loads applied to the existing roof system. Include rroftop unit anchorage details. Response: Details 8,9,10 and 11 have been added to sheet M3.0 Comment 2: The State energy code forms where not filled in adequately. Only submit the applicable forms. We do not need lighting budgets with mechanical permit applications. Complete all required sections of the pages applicable to this system. Response: The 2009 Washington State energy forms have been completed and attached. Only mechanical forms will be included in this resubmission. Comment 3: Please show the location of the proposed HVAC shutdown duct smoke detector on the plans. Response: The HVAC duct smoke detector has been added to the plan on sheet M2.0. If you have any questions regarding the above, please do not hesitate to call.. Don Penn, PE Don Penn Consulting Engineer Electrical • Specialty Lighting • Mechanical • Energy Systems May 6, 2011 t City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Starr De La Cruz 2413 Pacific Coast Hy #207 Lomita, CA 90717 RE: Correction Letter #1 Mechanical Permit Application Number M11 -043 Disney Store — 536 Southcenter Mall Dear Ms. De La Cruz, 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. The Fire Department does not have any concerns at this time. Building Department: Dave Larson at 206 431 -3678 if you have any 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, ifer Marshall it Technician 11 -043 W:\Permit Center \Correction Letters\20I I\MI1 -043 Correction Letter #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 Building Division Review Memo Date: May 4, 2011 Project Name: Disney Store Permit #: M11 -043 Plan Review: Dave Larson, Senior 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. Please provide structural plans, calculations, and framing details for the new rooftop unit loads applied to the existing roof system. Include rooftop unit anchorage details. 2. The State energy code forms where not filled in adequately. Only submit the applicable forms. We do not need lighting budgets with mechanical permit applications. Complete all required sections of the pages applicable to this system. 3. Please show the location of the proposed HVAC shutdown duct smoke detector on the plans. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. S PERMT COORD COPY � PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -043 DATE: 05/23/11_ PROJECT NAME: DISNEY STORE SITE ADDRESS: 536 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: � //�J BuildingD"'i``v'' lion Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ►.r Incomplete n DUE DATE: 05/24/11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: No further Review Required n APPROVALS OR CORRECTIONS: DUE DATE: 06/21/11 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 111113ERMITCOORDCOPY'�� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -043 DATE: 04/07/11 PROJECT NAME: DISNEY STORE SITE ADDRESS: 536 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMEN S: QQ/�� �l ul ding Div,sion I Public Works n ' Pire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete LS/11 Comments: Incomplete U DUE DATE: 04/12/11 Not Applicable u Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route 1 " Structural Review Required n REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/10/11 Approved n Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: OS O (.(I( Departments issued corrections: Bldg] Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 - City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 5 19 I l Plan Check/Permit Number: M11-043 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued El Revision requested by a City Building Inspector or Plans Examiner Project Name: Disney Store Project Address: 536 Southcenter Mall Contact Person: 41119-9- 1t 1,1» C12-1A $- clrvo�Q u MAY 23 2011 PERMIT CENTER Phone Number: � l C)1/0&-Zo4'7 -1 I 0 Summary of Revision: dkVlstV ',PrCAZ DP - {bvt<s Cs-r c'12-0DM) LA you 1" 13u i'14 4't1 1702-r- czyiei ✓ .% t h -Iv i v1c,/,v, oL a 2 -P Ek t-r 1 hE pe I'►" Ime+- 1 t µ'dc tteet41 CAA-t '12-€1n3 Qo 'RV Nic wt m- -poor T1. - pcov eg--tl/t '1��'n°+'� 1-o z- (5) z vt c g , . 91`b fINrsN C.t1p bE Sheet Number(s): yia.o 4 ms .0 0 (sue 1-rEmielev tits i flit5Voodt [ L17E ) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: NIA./ Entered in Permits Plus on \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peer Friendly Page I General /Specialty Contractor A business registered as a construction contractor with Lal 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 MERIT MECHANICAL INC UBI No. 600517946 Phone 4258839224 Status Active Address 9630 153Rd Avenue Ne License No. MERITMI163CM Suite /Apt. License Type Construction Contractor City Redmond Effective Date 2/14/1984 State WA Expiration Date 6/1/2013 Zip 98052 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status AUTOMMC044QH AUTOMATED MECH CONTROLS INC Construction Contractor General Unused 11/8/1996 6/1/2010 Expired Business Owner Information Name Role Effective Date Expiration Date KIRKWOOD, RODERICK V President 02/14/1984 Bond Amount KIRKWOOD, JOAN M Secretary 02/27/2006 08358695 FRICKBERG, WILLIAM MICHAEL Vice President 02/27/2006 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 10 FIDELITY Et DEPOSIT CO OF MD 08358695 02/01/2010 Until Cancelled $12,000.00 01/20/2010 9 ARCH INS CO SU1041124 02/01/2009 Until Cancelled 02/01/2010 $12,000.00 01/12/2009 8 TRAVELERS CAS & SURETY CO 0815103546895BCM 07/22/2001 Until Cancelled 02/01/2009 $12,000.00 03/07/2002 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 26 LEXINGTON I INS 014180670 11/01/2010 11/01/2011 $2,000,000.00 10/29/2010 ' 25 LEXINGTON INS 049159165 11/01/2009 11/01/2010 $2,000,000.00 11/02/2009 24 LEXINGTON I INS 004052434 11/01/2008 11/01/2009 $2,000,000.00 11/04/2008 23 ACE AMERICAN HD0G23734941 03/03/2008 03/03/2009 $2,000,000.00 03/10/2008 22 CONTINENTAL WESTERN INS CO CWP2545786 11/01/2007 11/01/2008 $1,000,000.00 10/31/2007 21 CONTINENTAL WESTERN INS CO CWP2545786 11/01/2005 11/01/2007 $1,000,000.00 10/18/2006 20 CONTINENTAL WESTERN INS CO CWP2545786 11/01/2004 11/01/2005 $1,000,000.00 11/01/2004 https: // fortress .wa.gov /lni/bbip/Print.aspx 06/17/2011 i MECHANICAL NOTES i A. GENERAL CONDITIONS 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS (IF PROVIDED AS PART OF THE CONTRACT) ARE A PART OF THIS CONTRACT. 2. THE TERM "CONTRACTOR" SHALL MEAN THE "MECHANICAL CONTRACTOR HIRED TO COMPLETE THE WORK OUTLINED IN THESE PLANS AND SPECIFICATIONS" UNLESS OTHERWSE SPECIFIED. 3. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO REVIEW ALL DRAWINGS FOR ALL OTHER TRADES. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ITS SUBCONTRACTORS WITH A FULL SET OF BID DOCUMENTS INCLUDING SPECIFICATIONS AND MUST COORDINATE ITS WORK AND INSPECTIONS AND THE WORK AND INSPECTION OF THEIR SUBCONTRACTORS WITH ALL OTHER TRADES ON SITE TO CONFORM WITH THE GENERAL CONTRACTOR'S TIME SCHEDULE. 5. BY SUBMITTING A QUOTATION OR PROPOSAL THE MECHANICAL CONTRACTOR EXPRESSLY STATES AND WARRANTS THAT: ALL DRAWINGS AND SPECIFICATIONS HAVE BEEN THOROUGHLY REVIEWED, CONTRACTOR HAS BECOME FAMILIARIZED WITH JOB SITE CONDITIONS AND IS TOTALLY QUALIFIED TO PERFORM ALL OF THE WORK REQUIRED. 6. BEFORE SUBMITTING A FINAL PROPOSAL THE CONTRACTOR SHALL EXAMINE THE SITE OF THE PROPOSED WORK TO DETERMINE THE EXISTING CONDITIONS THAT MAY AFFECT THE PROPOSAL IF DISCREPANCIES ARE NOTED BETWEEN THE DOCUMENTS AND THE EXISTING CONDITIONS THE ARCHITECT SHALL BE NOTIFIED AND THE CONTRACTOR SHALL RECEIVE CLARIFICATION BEFORE SUBMITTING A BID. THE SUBMISSION OF A PROPOSAL SHALL INDICATE THAT ALL CHARGES AND COSTS MADE NECESSARY BY EXISTING CONDITIONS ARE INCLUDED AND THAT THE COMPLETE SYSTEM AS DESCRIBED HEREIN WILL BE FURNISHED AT THE PROPOSED COST. 7. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR" SHALL BE INTERPRETED AS MEANING "FURNISHED AND INSTALLED BY CONTRACTOR" WITH THE EXCEPTION WHERE ITEMS ARE "PROVIDED BY TENANT" SHALL BE INTERPRETED AS MEANING "FURNISHED BY TENANT (INSTALLED BY CONTRACTOR) ", EXCEPT WHERE NOTED OTHERWSE. B. GENERAL REQUIREMENTS 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS (IF SUPPLIED) AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY NE LANDLORD SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE NE ENTIRE INSTALLATION WITH LANDLORD AS REQUIRED. FIELD VERIFY THE EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING EQUIPMENT, PIPE AND DUCTS SERVING THE TENANT SPACE PRIOR TO SUBMISSION OF BID. 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS NECESSARY TO COMPLETE THE WORK OR WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF THE CONTRACT. 3. WHERE THE DRAWINGS AND / OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS STILL RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON THE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 4. THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH DETAILED REQUIREMENTS OF LEASE EXTRACTS FROM THE LANDLORD AND TENANT. 5. COORDINATE LOCATIONS OF ALL AIR OUTLETS WITH ALL WALLS, LIGHTS, SPRINKLER HEADS, CEILING TILES AND DECORATIVE CEILING FIXTURES PRIOR TO INSTALLATION. 6. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATION, SERVICE, MAINTENANCE AND REPAIR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL EQUIPMENT FOR SERVICE. 7. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING, OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS CONTRACT. CUTTING SHALL HAVE PRIOR APPROVAL BY THE TENANTS CONSTRUCTION MANAGER AND THE LANDLORD OR LANDLORD'S REPRESENTATIVE. PATCHING SHALL MATCH FINISH OF SURROUNDING AREA. C. CODES 1. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER USING GOOD CONSTRUCTION PRACTICES. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE LANDLORD'S CRITERIA; STATE, COUNTY AND LOCAL CODES AND ORDINANCES; THE LATEST EDITIONS OF ASHRAE STANDARDS, THE LIFE SAFETY CODE, THE APPLICABLE BUILDING CODE, UNDERWRITERS LABORATORIES, THE NATIONAL ELECTRICAL CODE, NFPA 70, 90A AND 96 AND ALL OTHER APPLICABLE CODES ENFORCED BY AUTHORITIES HAVING JURISDICTION. THE CHANGES REQUIRED BY ANY APPLICABLE CODES SHALL BE INCLUDED IN THE BID. AFTER THE CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE TENANT TO THE CONTRACTOR. D. LICENSES. PERMITS. INSPECTIONS AND FEES 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS AND FEES REQUIRED OR RELATED TO THIS WORK. 2. FURNISH TO THE TENANT'S CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. E. DRAWINGS 1. DRAWINGS (PLANS AND SPECIFICATIONS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL DUCT AND PIPE OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED. THE MECHANICAL CONTRACTOR MUST OBTAIN APPROVED CONSTRUCTION DRAWINGS FROM THE GENERAL CONTRACTOR BEFORE BEGINNING ANY WORK. 2. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF EQUIPMENT. IF ANOTHER MAKE OF EQUIPMENT IS USED WHICH REQUIRES MODIFICATION OR CHANGE OF ANY DESCRIPTION FROM THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE AS PART OF THIS WORK, FOR MAKING ALL SUCH MODIFICATIONS AND CHANGES, INCLUDING THOSE INVOLVING OTHER TRADES WITH THE COST THEREOF INCLUDED IN THE BID. IN SUCH CASE, CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. THE PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE TENANT'S CONSTRUCTION MANAGER. F. EXISTING LEASE SPACE CONDITIONS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING MECHANICAL WORK IN THE SPACE NOT SHOWN TO BE REUSED IN THE NEW TENANT SPACE. 2. THE CONTRACTOR SHALL INCLUDE AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, DUCTWORK, ETC. AND ASSOCIATED ROOF CURBS NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK AND EQUIPMENT PRIOR TO REMOVAL ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED UNLESS NOTED FOR REUSE OR RECONFIGURATION ON PLANS. ROOF PATCHING SHALL BE PERFORMED AT THE CONTRACTOR'S EXPENSE BY A ROOFING CONTRACTOR APPROVED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF (ABOVE THIS SPACE) NOT APPLICABLE TO THE NEW WORK OR PART OF THE LANDLORD'S OR ANOTHER TENANTS ACTIVE SYSTEM MUST BE REMOVED AND ROOF/WALL/FLOOR PATCHED /REPAIRED TO MATCH. THE EXISTING STRUCTURE. EXISTING ABANDONED PIPES, DUCTS OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT REUSED IN THIS PROJECT. IF REQUIRED BY THE LANDLORD OR CODES, ABANDONED PIPING AND /OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOUTION PRIOR TO BID AND INCLUDE IN BID PROPOSAL 3. ACTIVE LANDLORD OR OTHER TENANT SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED REQUIRE RELOCATION, CONTACT THE TENANTS CONSTRUCTION MANAGER IMMEDIATELY. ALL COSTS FOR REPAIR OF DAMAGES TO ACTIVE LANDLORD OR OTHER TENANT SERVICES DURING CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR CAUSING THE DAMAGE. 4. TIE -INS AND MODIFICATIONS TO EXISTING LANDLORD SERVICES MUST BE DONE WITH MINIMUM INTERRUPTION OF LANDLORD OPERATION AND DURING HOURS SPECIFIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING EXACT WORKING HOURS OF THIS WORK WITH THE LANDLORD PRIOR TO SUBMITTING THEIR BID. THE CONTRACTOR SHALL INCLUDE IN THEIR BID, ALL PREMIUM TIME REQUIRED TO PERFORM MODIFICATIONS DURING OTHER THAN NORMAL WORKING HOURS. ALL SUCH . WORK MUST BE COORDINATED WITH THE LANDLORD. 5. EQUIPMENT AND MATERIALS IN TRANSIT SHALL UTILIZE FREIGHT ELEVATOR OR STAIRS. SAID EQUIPMENT OR MATERIALS SHALL BE DISASSEMBLED AS REQUIRED TO MEET THE RESTRICTIONS IMPOSED BY THE BUILDING OR ITS COMPONENT CONSTRAINTS AND THEN REASSEMBLED IN THE NEW WORK AREA. 6. ALL WORK SHALL BE DONE WITH A MINIMUM OF NOISE AND DISTURBANCE TO BUSINESS ROUTINE. ALL WORK SCHEDULES SHALL BE COORDINATED WITH AND APPROVED BY, THE TENANTS CONSTRUCTION MANAGER. 7. SINCE THESE ARE SECURE FLOORS, ALL DELIVERIES, WORKERS, WORK OPERATORS, ETC., REQUIRED BY NE CONTRACTOR FOR WORK PERFORMED IN ANY AREA OR SITE BUILDING SHALL BE IN STRICT CONFORMANCE TO THE RULES AND REGULATIONS OF THE OWNER. 8. CONTRACTOR SHALL PROTECT THEIR WORK AND EQUIPMENT FROM DAMAGE, VANDALS, ETC. ANY ITEM THAT IS DAMAGED, VANDALIZED OR STOLEN PRIOR TO ACCEPTANCE OF BUILDING BY OWNER AND ARCHITECT SHALL BE REPLACED BY RESPECTIVE CONTRACTOR AT NO CHARGE TO TENANT. 9. IT IS SPECIFICALLY THE INTENTION OF THIS SPECIFICATION TO HOLD THE CONTRACTOR RESPONSIBLE FOR ALL DAMAGE DONE TO ANY EXISTING FACIUTIES, EQUIPMENT, PAINTING, OR ARCHITECTURAL AND STRUCTURAL FEATURES OF THE BUILDING, BY EITHER THEIR OWN WORKMEN OR BY ANY OF THEIR SUBCONTRACTORS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE DONE BY THEIR OWN WORKMEN OR SUBCONTRACTORS AND THE OWNER AT THEIR DISCRETION, MAY WITHHOLD PAYMENTS EQUAL TO THE REASONABLE COST OF THE REPAIRS. 10. THIS CONTRACTOR OR THEIR WORKMEN SHALL NOT BE PERMITTED TO USE ANY PART OF THE EXISTING BUILDING AS A SHOP WITHOUT THE APPROVAL OF THE OWNER AND ARCHITECT. 11. WHERE THE WORK MAKES TEMPORARY SHUTDOWN OF SERVICES UNAVOIDABLE, THEY SHALL BE MADE AT NIGHT OR AT SUCH TIMES AS WILL CAUSE THE LEAST INTERFERENCE WITH THE ESTABLISHED OPERATING ROUTINE. 12. THIS CONTRACTOR SHALL ARRANGE THE WORK SO AS TO ASSURE THAT SERVICES WILL BE SHUT DOWN ONLY DURING THE TIME ACTUALLY REQUIRED TO MAKE THE NECESSARY CONNECTION TO THE EXISTING WORK. THIS CONTRACTOR SHALL GIVE AMPLE WRITTEN NOTICE IN ADVANCE TO THE OWNER OF ANY REQUIRED SHUT DOWN. 13. ALL MOTORS, FANS, CONTROLS, FIXTURES, HVAC UNIT, DUCTWORK AND OTHER EQUIPMENT FOR USE IN THIS CONTRACT SHALL BE PROTECTED BY TARPAULIN OR BY BOXING AS SOON AS DELIVERED TO THE SITE AND SHALL BE KEPT CLEAN AND DRY. THE MOTORS, UNITS, FIXTURES, FANS, DUCTWORK AND MOVING PARTS SHALL BE KEPT COVERED SO AS TO ELIMINATE DIRT, DUST AND OTHER MATERIALS ENTERING THE PARTS DURING ERECTION AND CONSTRUCTION WORK ON THE BUILDING. SHOULD IT BE FOUND THAT ANY PARTS ARE DAMAGED DUE TO CARELESSNESS ON THE PART OF THE CONTRACTOR IN NOT PROVIDING PROPER PROTECTION, SUCH PART OR PARTS SHALL BE REPLACED BY THE CONTRACTOR AT THEIR OWN COST AND EXPENSE. ALL OPENINGS IN DUCTS, PIPING, CONDUITS, ETC., SHALL BE PROPERLY PROTECTED WITH TEMPORARY CAPS OR PLUGS AT ALL TIMES. G. DISCREPANCIES IN DOCUMENTS 1. DRAWINGS (PLANS. SPECIFICATIONS AND DETAILS) ARE DIAGRAMMATIC AND INDICATE NE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWING. EXISTING SITE CONDITIONS. SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR. ADVISE THE GENERAL CONTRACTOR IN WRITING. PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE THE TENANTS CONSTRUCTION MANAGER. IN WRITING. OF VARIATIONS TO THE CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE. TENANTS CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. H. TRADE NAMES AND MANUFACTURERS 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM STANDARD FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUIVALENT OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO REVIEW IN WRITING BY THE TENANTS CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. I. SHOP DRAWINGS 1. SUBMIT THREE COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT AND DUCT FABRICATION DRAWINGS TO THE TENANTS CONSTRUCTION MANAGER FOR REVIEW PRIOR TO ORDERING EQUIPMENT. SUBMISSIONS MUST BE EARLY ENOUGH TO ALLOW THE TENANTS CONSTRUCTION MANAGER EIGHT WORKING DAYS FOR REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH THE GENERAL CONDITIONS USING THE MANUFACTURER'S LISTED ON THE DRAWINGS. SHOP DRAWINGS SHALL INCLUDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET FORTH ON THE DRAWINGS AND IN THE SPECIFICATIONS. THE SUBMITTAL SHALL INCLUDE BUT NOT BE LIMITED TO CUTS OR CATALOGS INCLUDING DESCRIPTIVE LITERATURE AND CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS, ROUGHING -IN DATA, CAPACITY, CURVES, PRESSURE DROPS, CODE COMPLIANCE, MOTOR AND DRIVE DATA AND ELECTRICAL DATA. OBSERVE SPECIAL INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL AND SUBCONTRACTOR SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT DOCUMENTS OR INDICATE WHERE EXCEPTIONS TAKE PLACE. LACK OF SUCH CONTRACTOR'S REVIEW WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY TENANT'S CONSTRUCTION MANAGER. ALL SHOP DRAWINGS MUST APPEAR IN THE OPERATION AND MAINTENANCE MANUALS LEFT ON SITE AT JOB COMPLETION. 2. TENANTS CONSTRUCTION MANAGER'S OR ARCHITECTS REVIEW OF SHOP DRAWINGS OR SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS, OMISSIONS OR OTHER DEFICIENCIES OR DEVIATIONS IN THE SHOP DRAWINGS FROM THE CONSTRUCTION DOCUMENTS. 3. IT IS THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR AND / OR THEIR SUBCONTRACTORS TO FURNISH SHOP DRAWINGS AND SUBMITTALS ON ANY AND ALL EQUIPMENT, DUCT, DAMPERS, CONTROLS ETC. TO THE ARCHITECT FOR THEIR REVIEW PRIOR TO CONSTRUCTION. J. RECORD DRAWINGS 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS LOCATIONS OF CONCEALED PIPING VALVES AND DUCTS, REVISIONS, ADDENDUM'S AND CHANGE ORDERS, SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS AND CONTRACTOR'S COORDINATION WITH OTHER TRADES AND EXACT ROUTING OF ALL SANITARY AND DOMESTIC WATER PIPING UNDER, FLOOR. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. THE DRAWINGS ARE TO BE TURNED OVER TO THE TENANT. K. GUARANTEE. WARRANTY 1. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN THE PROPOSAL A ONE YEAR GUARANTEE, WARRANTY ON ALL EQUIPMENT AND MATERIAL INSTALLED OR REFURBISHED, ALL MATERIALS AND WORK UNDER THE CONTRACT AND SHALL MAKE GOOD, REPAIR, OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF WRITTEN ACCEPTANCE OF THE INSTALLATION BY THE TENANTS CONSTRUCTION MANAGER. IN CASE OF REPLACEMENT OR REPAIR OF EQUIPMENT DUE TO FAILURE WITHIN THE GUARANTEE PERIOD, THE GUARANTEE ON THAT PORTION OF WORK SHALL BE EXTENDED FOR A PERIOD OF 12 MONTHS FROM THE DATE OF SUCH REPLACEMENT OR REPAIR. THIS GUARANTEE, WARRANTY IS TO INCLUDE ALL LABOR, MATERIAL PARTS, ETC. NECESSARY TO MAINTAIN THE SYSTEM IN SATISFACTORY OPERATION FOR A -PERIOD OF ONE YEAR STARTING FROM THE DATE OF ACCEPTANCE OF THE SYSTEM BY THE TENANT. IT SHALL ALSO INCLUDE ONE SUMMER TO WINTER CHANGEOVER AND ONE WINTER TO SUMMER CHANGEOVER, A NEW SET OF FILTERS AT THE TIME OF STARTUP AND TWELVE (12) MONTHLY FILTER CHANGES DURING THE FIRST YEAR. THE NORMAL PREVENTATIVE MAINTENANCE WORK SHALL BE PERFORMED AT THE TIME OF THE FILTER CHANGES. USE ONLY #40 PLEATED TYPE AIR FILTERS. L OPERATIONS MANUALS 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT FURNISHED ON THE JOB SHALL BE PROVIDED TO THE TENANT BOUND TOGETHER IN A 3 INCH, THREE RING BINDER. THE BINDER SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLATION, MAINTENANCE AND OPERATING INSTRUCTIONS, PAMPHLETS OR BROCHURES, REVIEWED SHOP DRAWINGS AND WARRANTIES OBTAINED FROM EACH MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT. M. SLEEVES 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, WALL, OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2 INCHES ABOVE THE FLOOR. 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND /OR FLOORS SHALL BE FIRE SEALED WITH APPROVED SEALANTS RATED FOR THE APPLICATION SO AS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY. CONFORM TO THE U.L ASSEMBLY RATING OF THE FLOOR OR WALL 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE 22 GAUGE GALVANIZED STEEL MINIMUM. 4. DUCT SLEEVES SHALL BE MINIMUM 14 GAUGE STEEL N. HANGERS 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C- CLAMPS WITH RETAINING CUPS, CHANNELS, HANGER RODS, ETC. NECESSARY FOR THE INSTALLATION OF WORK. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING OR DUCTWORK. DUCTWORK SHALL NOT BE SUPPORTED FROM ROOF DECKING AND /OR BRIDGING, BUT SHALL BE SUSPENDED FROM THE TOP CHORD OF BAR JOISTS, STEEL OR OTHER STRUCTURE. DUCTWORK SHALL CLEAR ALL SPRINKLERS AND OTHER OBSTACLES AND SHALL BE HUNG AS HIGH AS POSSIBLE IN WORK AND STORAGE AREAS. WHERE INTERFERENCE'S OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, ACCESS DOORS AND OTHER EQUIPMENT SERVICE REQUIREMENTS AND /OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. INSTALL 6 INCH LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND NE PIPE INSULATION. 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI- ELECTRICALLY SEPARATED FROM ONE ANOTHER. P. ACCESS DOORS 1. FURNISH STEEL ACCESS DOORS AND FRAMES, MINIMUM 16 INCHES BY 20 INCHES OR AS REQUIRED FOR ADEQUATE ACCESS TO THE GENERAL CONTRACTOR FOR ALL LOCATIONS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION, TYPE, SIZE AND NUMBER WILL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE TENANT CONSTRUCTION MANAGER TO SUIT EQUIPMENT REQUIREMENTS. GENERAL CONTRACTOR WILL INSTALL ACCESS DOORS AND FRAMES. 2. ACCESS DOORS LOCATED IN FIRE -RATED WALLS, FLOORS, CEILING- FLOOR, OR CEILING -ROOF ASSEMBUES SHALL BE FIRE RATED, U.L. USTED AND LABELED. 3. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM 14 GAUGE STEEL, COMPLETE WITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM 16 GAUGE STEEL, PROVIDED WITH ANCHORS. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN WALL OR CEIUNG MATERIALS SHOWN IN ROOM FINISH SCHEDULES. PROVIDE ACCESS DOORS FOR ALL CONCEALED VALVES, VENTS, DAMPERS, FIRE DAMPERS, EXPANSION JOINTS, PULL BOXES, SHOCK ABSORBERS, DRAINS, MOTORS, FANS, PUMPS AND ANY OTHER ITEM REQUIRING SERVICE. DOORS IN PLASTER OR CONCRETE SURFACES SHALL HAVE A RECESSED DOOR WITH CONCRETE OR PLASTER FACING. DOORS IN CARPETED OR TILED AREAS SHALL BE RECESSED WITH TILE FACING. NO ACCESS DOORS ARE REQUIRED IN 2' X 2' AND 2' X 4' LAY -IN ACOUSTIC TILE CEIUNG. PROVIDE COLORED PINS TO DENOTE ACCESS TILES. FURNISH FACTORY MADE METAL ACCESS DOORS, COMPLETELY FLUSH, "ALLAN HEAD" SCREWDRIVER OPERATED, WITH FRAMES AND CAM -TYPE CATCH WITH STAINLESS STEEL STUD. DOORS SHALL BE NOT LESS THAN 12" X 12" FOR HAND ACCESS. DOORS IN WALLS AND CEILING SHALL BE PRIME COATED CARBON STEEL FURNISH FIRE RATED DOORS FOR FIRE RATED CONSTRUCTION. RATING OF DOOR MUST BE SAME RATING AS CONSTRUCTION. Q. ELECTRIC MOTORS 1. FURNISH, INSTALL AND AUGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT, UNLESS THEY ARE FACTORY INSTALLED ON THE UNIT. ALL STARTERS AND ASSOCIATED WIRING AND SAFETY SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL SPECIFICATIONS. 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, ISEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL BE SUITABLE FOR OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10 PERCENT, 40 DEGREES C AMBIENT TEMPERATURE AND HAVE A SERVICE FACTOR OF NOT LESS THAN 1.15. R. LOW VOLTAGE (24 VOLT) WIRING 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR THEIR EQUIPMENT. THIS WORK INCLUDES ALL TRANSFORMERS AND DEVICES TO MAKE THIS A COMPLETE FUNCTIONAL SYSTEM. 2. ALL WORK IS TO CONFORM TO THE ELECTRICAL SPECIFICATIONS AND THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. 4. SMOKE DETECTORS AND REMOTE TEST STATION i. IONIZING TYPE ARE TO BE USED ON THE RETURN SIDE OF THE AHU AND PHOTO -TYPE ARE TO BE USED ON THE SUPPLY SIDE. ON ALL OTHER TYPES OF HVAC UNITS WHERE SMOKE DUCT DETECTORS ARE REQUIRED, USE FIELD INSTALLED IONIZING TYPE IN RETURN DUCTWORK AND PHOTO -TYPE ON THE SUPPLY LOCATED BEFORE THE FIRST TAKEOFF. ONCE ACTIVATED, THE SMOKE DETECTOR WILL SHUT DOWN HVAC UNIT. ii. SMOKE DETECTORS SHALL HAVE THEIR OWN REMOTE KEY TEST STATION SYSTEM WITH AUDIBLE AND VISUAL ALARM, SIMPLEX MODEL 4098 -9842 OR APPROVED EQUIVALENT. ALARM TO HAVE CANDELA SETTING OF 75 AND A HIGH VOLUME HORN TONE SETTING. ALARM SYSTEM MAY BE DELETED WHERE NOT REQUIRED BY LANDLORD OR BY LOCAL CODE. A. HEATING. VENTILATION AND AIR CONDITIONING 1. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE AND INTEGRATE THE VARIOUS ELEMENTS OF THE HVAC SYSTEM, MATERIALS AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCE'S AND CONFLICTS. B. HVAC EQUIPMENT (REFER TO PLANS FOR SCHEDULE OF EQUIPMENT) 1. PRIMARY HVAC UNITS ARE TO BE AS SCHEDULED. EQUIVALENTS MAY BE SUBSTITUTED WITH WRITTEN APPROVAL ONLY. ALL COMPRESSORS ARE TO INCLUDE A 5 YEAR EXTENDED WARRANTY. 2. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES AND ACCESSORIES PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED. 3. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURER'S DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. 4. SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL INDOOR AIR CONDITIONING EQUIPMENT WITH THE EXCEPTION OF AIR TERMINAL BOXES. SECONDARY PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS AS REQUIRED. CONDENSATE SHALL BE DIRECTED TO MOP SINK, LAVATORY TRAP OR OTHER APPROVED DRAIN. C. TOILET EXHAUST FANS 1. WHERE SHOWN ON DRAWINGS PROVIDE A TOILET EXHAUST FAN COMPLETE WITH GRAVITY BACKDRAFT DAMPER. ALL DUCTWORK, ROOF OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR. REFER TO PLANS FOR APPLICABILITY. D. BASEBOARD. CABINET AND UNIT HEATERS 1. WHERE SHOWN ON THE DRAWINGS, PROVIDE ELECTRIC HEATERS COMPLETE WITH ELECTRIC HEATING COIL, CONTROLS AND INTEGRAL OR REMOTE THERMOSTAT AS SHOWN. E. INLINE PUMPS 1. WHERE SHOWN ON DRAWINGS, PROVIDE AN INLINE CLOSE COUPLED PUMP(S), BRONZE FITTED. PUMPS SHALL BE FURNISHED WITH BRONZE CASE WEARING RINGS, BRONZE SHAFT SLEEVE AND MECHANICAL SHAFT SEALS. PUMPS TO BE SO CONSTRUCTED THAT THEY MAY BE MOUNTED IN A HORIZONTAL OR VERTICAL PIPE LINE. MOTOR TO BE 1750 RPM UNLESS NOTED OTHERWISE. F. VIBRATION ISOLATION DEVICES 1. VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND STRUCTURE. 2. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. 3. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE ISOLATOR. 4. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. 5. CONSULT MANUFACTURER FOR APPLICATION DATA. G. CURBS AND STEEL FRAMING FOR SUPPORT 1. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT. CURBS SHALL BE A MINIMUM OF 14 INCHES HIGH AND OF THE SAME MANUFACTURER AS THE EQUIPMENT SUPPORTED. INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL CURBS MUST BE INSTALLED SO THAT THE TOP OF CURBS ARE "DEAD" LEVEL ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE WITH THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. ALL CONNECTIONS TO ROOFTOP EQUIPMENT SHALL BE INSIDE THE CURB (CONDENSATE DRAIN, POWER WIRING, CONTROL WIRING, ETC.). H. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANTS CONSTRUCTION MANAGER. DEVIATIONS FROM DESIGN MUST BE APPROVED BY TENANTS CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS ARE TO BE RECTANGULAR. ALL DUCT BRANCHES TO DIFFUSERS ARE TO BE ROUND SPIRAL DUCT. 2. ALL DUCTWORK SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH SMACNA LOW VELOCITY AND "HVAC DUCT CONSTRUCTION STANDARDS MANUAL ", LATEST EDITION AND ASHRAE USING PRIME SHEETS OF GALVANIZED STEEL CONFORM TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS AND JOINT TYPES AND INTERVALS. ALL SQUARE ELBOWS SHALL BE PROVIDED WITH DOUBLE WALLED VANES ON MAXIMUM 3° CENTERS. PROVIDE SEAL CLASS "C" ON ALL TRAVERSE JOINTS UNLESS SUPERSEDED BY MORE STRINGENT LOCAL CODES. ALL DUCT CONNECTIONS ARE TO BE RIGID AND LEAK FREE ASSEMBLIES. 3. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ANY DUCTWORK INSTALLED IS TO BE COMPLETELY SEALED UP OF ANY OPENINGS, EITHER AT THE BEGINNING OR END OF A DUCT RUN OR AT A BRANCH, COLLAR DIFFUSER OR REGISTER TO AVOID DIRT OR OTHER CONTAMINANTS FROM ENTERING THE SYSTEM. 4. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO 2 INCH WATER GAUGE PRESSURE CLASSIFICATION (VERIFY WHETHER RETURN OR EXHAUST DUCT IS POSITIVE OR NEGATIVE PRESSURE). PRESSURE TEST DUCTS FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A SYSTEM THAT DOES NOT EXCEED 5 PERCENT LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. 5. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8 INCH WIDE BY 3/16 INCH DEEP ON 12 INCH CENTERS TO PREVENT VIBRATIONS. 6. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. NO WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. 7. WHERE DUCTS PASS THROUGH RDOFS, FLOORS AND ARE RATED PARTITIONS, PROVIDE AS MINIMUM 1 -1/2 INCH BY 1 -1/2 INCH BY 1/8 INCH STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY THE ASSEMBLY FIRE RATING. CONTRACTOR TO PROVIDE FIRE OR COMBINATION ARE / SMOKE DAMPERS AT EACH PENETRATION WHERE REQUIRED BY CODE. 8. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMC DUCT SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WIN SHEET METAL SCREWS. 9. SOFT ELASTOMER BUTYL GASKETS WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. 10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 11. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, FIRE / SMOKE DAMPERS, CONTROLS AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY THE TENANTS CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY -IN SUPPLY AND RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. 12. ALL BRANCHES AND TAKEOFFS SHALL BE EQUIPPED WITH MANUAL VOLUME CONTROLLING DEVICES HAVING AN INDICATING AND LOCKING DEVICE. I. FLEXIBLE CONNECTIONS 1. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR CASINGS. ALSO PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. 2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE - COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. 3. FLEXIBLE CONNECTIONS ARE TO BE RATED FOR THE OPERATING PRESSURE S RE OF THE SYSTEM. 4. FINAL CONNECTIONS TO EXHAUST FAN(S) SHALL BE WITH A HEAVY AIRTIGHT ACID RESISTANT FIRE RETARDANT FIBERGLASSED NEOPRENE CONNECTOR, A MINIMUM OF SIX (6) INCHES IN LENGTH. THE CONNECTOR SHALL BE FASTENED TO EQUIPMENT AND DUCT WITH TWO FLEXIBLE REMOVABLE BRASS STRAPS OR ALTERNATE APPROVED METHOD. THERMOSTATS A. MOUNT THERMOSTATS 4' -0" (ADA COMPLYING), THERMOSTAT SENSORS 5' -0" ABOVE FINISHED FLOORS AND SET DATE, TIME, TEMPERATURE, ETC. TURN OVER OPERATING INSTRUCTIONS TO TENANT REPRESENTATIVE. B. THERMOSTATS SHALL BE PROVIDED WITH KEY OPERATED SECURITY COVERS AND DESCRIPTIVE NAMEPLATES. K. FIRE DAMPERS. SMOKE DAMPERS 1. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL FIRE DAMPERS AS REQUIRED BY LANDLORD AND / OR TENANT CRITERIA AND / OR CODES HAVING JURISDICTION. ALL FIRE DAMPERS SHALL COMPLY NTH THE REQUIREMENTS OF THE BOARD OF FIRE UNDERWRITERS, THE LOCAL FIRE MARSHAL AND SHALL BE LABELED AND APPROVED BY UNDERWRITERS LABORATORIES. 2. FIRE DAMPERS SHALL HAVE NE BLADES OUT OF THE AIR STREAM AND A 165 DEGREE F FUSIBLE LINK. 3. PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. 4. PROVIDE DUCT ACCESS DOORS IN AN ACCESSIBLE LOCATION FOR ALL FIRE DAMPERS. DOOR IS TO BE 20 GAUGE GALVANIZED DOOR WITH QUICK - OPENING LATCH AND PIANO HINGE. 5. WHERE REQUIRED BY LOCAL CODES, LANDLORD AND IF INDICATED ON DRAWINGS, PROVIDE UL555S SMOKE DAMPER WITH FIRE/HEAT /SMOKE SENSOR, REVERSIBLE MOTOR AND INTERLOCK WITH FIRE ALARM SYSTEM. L. FLEXIBLE AIR DUCT 1. FLEXIBLE DUCT FOR CONNECTIONS SHALL BE A FACTORY FABRICATED ASSEMBLY CONSISTING OF AN INNER SLEEVE, INSULATION AND AN OUTER MOISTURE BARRIER. THE INNER SLEEVE SHALL BE CONSTRUCTED OF A CONTINUOUS VINYL COATED SPRING STEEL WIRE HELIX FUSED TO A CONTINUOUS LAYER OF FIBERGLASS IMPREGNATED AND COATED VINYL. A 1 1/4° THICK LAYER OF INSULATING BLANKET OF FIBERGLASS WOOL SHALL ENCASE THE INNER SLEEVE AND BE SHEATHED WITH AN OUTER MOISTURE BARRIER OF A BIDIRECTIONAL REINFORCED METAUZED VAPOR BARRIER. THE FLEXIBLE DUCT SHALL BE RATED FOR A MAXIMUM WORKING VELOCITY OF 6000 FPM AND SHALL BE LISTED BY THE UNDERWRITERS LABORATORIES E UNDER - I ER THEIR UL 181 STANDARDS S A A CLASS 1 DUCT AND N SHALL COMPLY WITH NFPA STANDARD - 90A. THE FLEXIBLE DUCT SHALL BE THERMAFLEX M -KC OR APPROVED EQUIVALENT. FLEXIBLE DUCT SHALL ROUTE FROM SHEET METAL DUCTWORK TO CEIUNG DIFFUSERS ONLY. THERE SHALL BE NO EXPOSED FLEXIBLE DUCT. 2. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPROVAL FROM THE TENANTS CONSTRUCTION MANAGER. 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 5 FEET IN LENGTH AT ANY ONE LOCATION. M. SUPPLY AND RETURN AIR TAKEOFF FITTINGS A. RECTANGULAR DUCT 1. PROVIDE 45 DEGREE RECTANGULAR TAKEOFFS FROM MAIN DUCTWORK TO RECTANGULAR BRANCHES. B. SPIRAL DUCT 1. PROVIDE SADDLE OR DIRECT CONNECTION OF A BRANCH DUCT INTO A LARGER DUCT. THE DIAMETER OF THE BRANCH SHALL NOT EXCEED TWO THIRDS OF THE DIAMETER OF THE MAIN. PROTRUSIONS INTO THE MAIN ARE NOT ALLOWED. N. DAMPERS 1. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. 2. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED OR IN AREAS WITH SHEETROCK CEILINGS, YOUNG REGULATORS SHALL BE USED. 3. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR AND RELIEF AIR DUCTS ARE TO BE OPPOSED BLADE TYPE. ALL RECTANGULAR DAMPERS IN RETURN AIR DUCTS TO BE PARALLEL BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE. 4. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE HONEYWELL DAMPERS. 0. DIFFUSERS. GRILLES AND REGISTERS 1. PROVIDE DIFFUSERS, GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE WITH FRAMES AND ALL ACCESSORIES. ALL DIFFUSERS, GRILLES AND REGISTERS IN SHEETROCK CEILINGS TO BE PROVIDED WITH PLASTER FRAMES. FINISH TO BE COORDINATED WITH INTERIOR FINISHES. 2. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN OR THE MECHANICAL PLAN. P. DUCTWORK INSULATION 1. ALL NEW SUPPLY AND RETURN AIR DUCTWORK WITHIN 10' OF HVAC UNIT SHALL BE ACOUSTICALLY LINED. DUCT SIZES SHOWN ON THE DRAWING ARE INTERNAL FREE AREA SIZES. INTERNAL LINER SHALL BE 1 1/2" THICK DUCT LINER EQUIVALENT TO JOHNS MANVILLE "PERMACOTE LINACOUSTIC" ( "R VALUE" = 6.3) AND SHALL BE APPLIED TO THE DUCTWORK WITH FIRE RESISTIVE ADHESIVES AND CADMIUM OR COPPER PLATED MECHANICAL FASTENERS. 2. ALL OUTSIDE AIR AND UNEXPOSED DUCTWORK WITHIN BUILDING, EXCEPT WHERE ACOUSTICALLY LINED, SHALL HAVE 2 INCH, FIBERGLASS DUCT WRAP INSULATION WITH FSK FACING EQUIVALENT TO JOHNS MANVILLE "MICROLITE XG TYPE 75" (INSTALLED "R VALUE" = 5.6). 3. LEADING EDGES OF DUCT INSULATION SHALL BE OVERLAPPED BY ADJOINING INSULATION FOR 6" MINIMUM AND THEN SEALED WITH FOIL VAPOR BARRIER ADHESIVE AND DUCT MASTIC SO THAT NO FIBERGLASS INSULATION IS VISIBLE. 4. ALL INSULATION ON EXISTING PIPING OR DUCTS THAT IS WETTED, DAMAGED, DISTURBED OR REMOVED SHALL BE REPLACED. 5. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. 6. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411 OR AS REQUIRED BY LOCAL CODES. 7. EXTERIOR SUPPLY AND RETURN DUCT INSULATION A. SERVICE: RECTANGULAR, SUPPLY -AIR AND RETURN -AIR DUCTS. 1. MATERIAL: CLOSED -CELL PHENOUC FOAM. 2. THICKNESS: 2 INCHES. 3. NUMBER OF LAYERS: TWO. 4. VAPOR RETARDER REQUIRED: YES. A. CLOSED -CELL PHENOLIC -FOAM INSULATION: BLOCK INSULATION OF RIGID, EXPANDED, CLOSED -CELL STRUCTURE. COMPLY WITH ASTM C 1126, TYPE II, GRADE 1. 1. KOOLTHERM INSULATION PRODUCTS, LTD. OR APPROVED EQUIVALENT. A. INSULATION INSTALLED OUTDOORS: FLAME- SPREAD RATING OF 75 OR LESS AND SMOKE - DEVELOPED RATING OF 150 OR LESS. B. APPLY INSULATION AS FOLLOWS: A. APPLY TWO -LAYER INSULATION WITH JOINTS TIGHTLY BUTTED AND STAGGERED AT LEAST 3 INCHES. SECURE INNER LAYER WITH 0.062 -INCH, SOFT- ANNEALED, STAINLESS -STEEL WIRE SPACED AT 12 -INCH INTERVALS. SECURE OUTER LAYER WITH STAINLESS -STEEL BANDS AT 12 -INCH INTERVALS. B. ON EXPOSED APPLICATIONS, FINISH INSULATION WITH A SKIM COAT OF MINERAL -FIBER, HYDRAULIC - SETTING CEMENT TO SURFACE OF INSTALLED INSULATION. WHEN DRY, APPLY FLOOD COAT OF LAGGING ADHESIVE AND PRESS ON ONE LAYER OF GLASS CLOTH OR TAPE. OVERLAP EDGES E AT LEAST 1 INCH (25 MM). APPLY FINISH COAT OF LAGGING ADHESIVE OVER GLASS CLOTH OR TAPE. THIN THE FINISH COAT TO ACHIEVE SMOOTH FINISH. OUTDOOR JACKET: POLYGUARD PRODUCTS, INC. 'ALUMAGUARD 60' OR MFM BUILDING PRODUCTS CORP. 'FLEXCLAD 400 ". Q. SYSTEM CLEANOUT 1. UPON COMPLETION OF INSTALLATION, CLEAN ENTIRE SYSTEM BEFORE INSTAWNG AIR OUTLETS. CONTRACTOR TO PROVIDE A CERTIFICATION THAT CLEANING WAS ACCOMPLISHED PRIOR TO PROJECT CLOSEOUT. 2. FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED. R. SYSTEM TESTING. ADJUSTING AND BALANCING 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE COMPLETED BY AN INDEPENDENT CONTRACTOR WHO IS CURRENTLY LICENSED BY THE ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ATI VIAL ENVIRONMENTAL BALANCING BUREAU (NEBB). NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE BY THE HVAC CONTRACTOR. 2. THE CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO THE AIR BALANCING. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION. 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN PLUS OR MINUS 5 PERCENT OF THAT INDICATED ON THE DRAWINGS. ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS OR THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FLOW RATES SHALL BE PROVIDED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: A) AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. B) INSTRUMENTATION UST WITH LAST CAUBRATION DATES. C) MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. 0) AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNITS. E) MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. F) MOTOR AND FAN RPM, SHEAVE SIZES AND BELT SIZES AND LENGTHS. G) OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. H) WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET TEMPERATURE AND PRESSURE READINGS. I) MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. J) FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). K) INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. 5. ALL CONTROL SEQUENCES SHALL BE TESTED AND OPERATING STATUS RECORDED IN THE REPORT. 6. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO THE TENANTS CONSTRUCTION MANAGER FOR REVIEW AND COMMENT. 7. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED IN THESE DRAWINGS. THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT THE TENANT DEEMS NECESSARY AT NO ADDITIONAL COST TO THE TENANT. 8. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL S. FINAL HVAC INSPECTIONS 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT TO HAVE AN INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVAC CONTRACTOR UP TO PLANS AND SPECIFICATIONS REQUIREMENTS AT NO ADDITIONAL COST TO THE TENANT. T. INDOOR AIR QUALITY 1. NO ANALYSIS HAS BEEN MADE WITH REGARD TO SOURCES OR POTENTIAL SOURCES OF INDOOR OR OUTDOOR AIR CONTAMINANTS OR LEVELS OF CONTAMINATION. 2. IT IS THE RESPONSIBILITY OF THE GENERAL AND MECHANICAL CONTRACTOR TO INFORM THE TENANTS REPRESENTATIVE, LANDLORD AND TENANTS ARCHITECT IF ANY SOURCE OR POTENTIAL SOURCE OF INDOOR AIR CONTAMINATION IS IDENTIFIED. 3. PRIOR TO ENCLOSING SPACES SUCH AS PLUMBING CHASES, AIR SHAFTS AND RETURN AIR PLENUMS CLEAN ALL AREAS THOROUGHLY. THE CONTRACTOR SHALL GUARANTEE THAT THE PLENUM CHAMBER USED FOR RECIRCULATING OF AIR WILL BE OF TIGHT CONSTRUCTION AND THAT ALL SOURCES OF CONTAMINATION FROM TRAPS, SOIL STACKS, DOWNSPOUTS, VENTS, EXHAUST DISCHARGES AND OTHER SOURCES WILL BE ENCLOSED SO THAT NO CONTAMINATED AIR WILL BE RECIRCULATED. 4. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES SHUT OFF THE HVAC SYSTEM, BLOCK OFF ALL AIR GRILLS, DIFFUSERS AND OTHER OPENINGS OUTSIDE THE IMMEDIATE CONSTRUCTION AREA. OPENINGS TO ADJACENT TENANT SPACES SHALL BE COVERED WITH FILTER MEDIA TO PREVENT DUST AND OTHER AIRBORNE CONTAMINANTS FROM PASSING TO ADJOINING SPACES. 5. CONTRACTOR TO INSTALL TEMPORARY EXHAUST SYSTEM TO VENTILATE CONSTRUCTION SITE AND KEEP SITE UNDER SLIGHT NEGATIVE PRESSURE DURING ALL HOURS OF CONSTRUCTION, EVEN IF AFTER NORMAL BUSINESS HOURS. 6. CONTRACTOR TO INSTALL TEMPORARY BARRIERS TO PROTECT ADJACENT SPACES FROM DUST, PARTICULATES, V VAPORS AND NOISE. WHERE TEMPORARY BARRIERS ARE INSTALLED ALWAYS MAINTAIN FIRE EXITS AND EXITWAYS. fl"YOFTU RECEIV ► ( Mut 252011 PERMIT CENUR INEW EQUIPMENT GENERAL NOTES 1. MECHANICAL CONTRACTOR TO PURCHASE EXTENDED 5 -YEAR WARRANTY FOR THE HVAC EQUIPMENT AND PRESENT DISNEY'S CONSTRUCTION MANAGER WITH THE COMPLETED DOCUMENTS PRIOR TO PROJECT CLOSEOUT. i LANDLORD NOTES - MEP 1. * *ADD NOTES AS REQUIRED ** i LEGEND CEILING SUPPLY AIR DIFFUSER 24/24 CEILING SUPPLY AIR DIFFUSER 12/12 CEILING RETURN AIR GRILLE 24/24 THERMOSTAT NEW DUCTWORK NEW DUCTWORK WITH ACOUSTICAL LINING EXISTING DUCT TO REMAIN ' VD VOLUME DAMPER VOLUME DAMPER W/ REMOTE OPERATOR SAD 100 TYPE OF AIR DEVICE AIR QUANTITY cFM 4W 12" DIA. N- I X/Y SAD RET NECK SIZE, ROUND OR RECTANGULAR DIRECTION OF AIR FLOW X, INCHES, SIDE OF DUCT SHOWING SUPPLY AIR DIFFUSER RETURN AIR GRILLE TOP REGISTER FIRE DAMPER SMOKE DAMPER FIRE / SMOKE DAMPER BACKDRAFT DAMPER SMOKE DETECTOR SUPPLY - PHOTOELECTRIC SMOKE DETECTOR RETURN - IONIZATION EXISTING RELOCATE FLEXIBLE CONNECTION FILE COPY O&I,3 Permit No. 't !i Ph," triview � tQe approval is subject to and omissions. i, ,.. a` of construction documents doss not authorize of any adopted code or narce. Receipt �; Receipt ci. Lpproved Field l and adkl ed. B \IN \\\--i- Date: 7'i : � T city Of Tlukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. f !)TE: Revisions will require a new f € 'ld may include additional plan review submittal fees. fees. SEPARATE- PERMIT REQUIRED FOR: ❑ Mechanical Crlectrical &Plumbing Mires Piping "T)/ of Tukwila '-‘-?!(.3 OiVISION_ -11.0tAA)Lej (31,42 CO vnekVIAVAe PP rV 1c 0 [JUN 0 3 2011 ityorralmiukia BUILDIN(nivigtnw CORRECTION LTR# 014 TD1102_M10 l.. Linane /Drews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein Is the property of Linane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced in any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. dp DON PENN CONSULTING ENGINEER SSE WESTPORT PARKWAY, SUITE S00 GRAPEVINE: TEXAS 78051 817 - 4104818 FAX 817 - 261 -8411 ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /LL FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.17.11 No. REVISION ISSUES: DATE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By DM A/E Job Number TD1102.00 Checked By KG File Name TD1102_M1O Project Mgr. DM Scale: Title: MECHANICAL SPECIFICATIONS Sheet No. M1.0 PLOT DATE 5.10.2011 M W MECHANICAL PLAN I/4 " =1' -0" TD9OI_AIO EXHAUST FAN MANUFACTURER MODEL NO. TYPE C.F.M. S.P. H.P. FAN MOTOR DATA VOLTS PHASE R.P.M. NUTONE QTXEN150 EF -1 75 .3 1/10 120 1 TRANE BROAN LOSONE — L200 EF -2 200 .1 1.0 120 1 740 NOTE: PVC PIPING IS NOT ALLOWED. VOLUME DAMPER CABLE CONTROLS TYPE DESCRIPTION " VD 1 " THE VOLUME DAMPER SHALL BE ADJUSTABLE FROM THE FACE OF THE DIFFUSER BY USE OF THE BOWDEN CABLE CONTROL SYSTEM ( #270 -275 CONTROLLER) MANUFACTURED BY YOUNG REGULATOR COMPANY OR APPROVED EQUIVALENT. DAMPER MUST BE INSTALLED WITHIN 30 FEET FROM THE FACE OF THE DIFFUSER. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. YOUNG REGULATOR (216) 663 -5646. MECHANICAL EQUIPMENT SCHEDULE NEW HEAT PUMP ROOF TOP UNIT MARK TON MANUFACTURER MODEL # COOLIG CAPACITY HEATING CAPACITY CFM S.P. H.P. MCA MOCP EER VOLT /PHASE WEIGHT NOTES 1. SET TOTAL O.A. AT 1146 CFM. 2. CONDENSATE TO DRAIN ONTO ROOF. RTU -1 12.5 TRANE WCD150E3 148,000 136,000 5,000 0.5 1.0 68 80 10.6 208/3 1978 LBS EACH UNIT SHALL BE REQUIRED TO INCLUDE THE FOLLOWING: a. LOW LEAKAGE (1 %) DAMPERS g. FACTORY START UP b. 2" THROW —AWAY FILTERS h. FIRST YEAR WARRANTY SERVICE c. AIR DUCT SMOKE DETECTOR i. 5 —YEAR COMPRESSOR WARRANTY d. 100% OA ECONOMIZER W/ BAROMETRIC RELIEF DAMPER j. 10 —YEAR HEAT EXCHANGER WARRANTY e. CURB ADAPTER AS REQUIRED. I k. HAIL GUARD KEYED NOTES - MEGHANIGAL DIFFUSER, REGISTER & GRILLE SCHEDULE TYPE DESCRIPTION „ „ RG STEEL CONSTRUCTION, RETURN GRILLE. PROVIDE WITH STANDARD WHITE FINISH. MODEL TITUS 355 RL OR APPROVED EQUIVALENT. ,,SD" DIRECT SPIRAL DUCT MOUNTED SUPPLY GRILLE, ALUMINUM WITH RADIUS END CAP. TITUS MODEL S300FL 12 "X6" OR APPROVED EQUIVALENT. "SR" STEEL CONSTRUCTION, PROVIDE WITH STANDARD WHITE FINISH 24 "X24 ". TITUS MODEL #TMS OR APPROVED EQUIVALENT. "SR1" STEEL CONSTRUCTION, PROVIDE WITH STANDARD WHITE FINISH 12 "X12 ". TITUS MODEL #TMS OR APPROVED EQUIVALENT. NOTE: THE G.C. IS TO PAINT ANY SUPPLY DIFFUSER AND RETURN GRILLE BLACK IN THE DESIGNATED SALES AREA. KEYED NOTES - MEGHANIGAL ONEW 12.5 TON RTU -I ON ROOF IN EXISTING LOCATION. REFER TO SPECIFICATIONS. OINTERNALLY INSULATED DUGTWORK, INSULATE TO THE EXTENT SHOWN. INSULATE ENTIRE MAIN SUPPLY AIR DUCTS. OGEILING -MOUNT EXHAUST FAN, WITH BAGKDRAFT DAMPER INTERLOGKED WITH LIGHT. 40 THERMOSTATS MOUNTED o 4b" AT MANAGERS DESK, FOR THE CONTROL OF EXISTING R111-I. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. OEXTEND NEW TOILET EXHAUST TO EXISTING TOILET EXHAUST PROVIDED BY LANDLORD. PROVIDE BAGKDRAFT DAMPER. 6 REMOTE SENSOR MOUNTED AT 48' FOR RTU -I. -I NEW 6'x14" TRANSFER AIR GRILLE WITH FILTER ON AN ROOM CEILING, REFER TO ARCHITECTURAL FOR MORE DETAILS OUNDERCUT DOOR I ". q NEW EXHAUST FAN AT AN ROOM. BROAN LOSONE - L200, REFER TO ARCHITECTURAL FOR MORE DETAILS. MOUNT THERMOSTAT INSIDE AN ROOM AND SET THERMOSTAT FOR 15 DEGREES, REFER TO ARCHITECTURAL - HONEYWELL TbSIA. EXHAUST FAN AND SUPPORT BRACKET FAN SHALL BE LOCATED ON SAME SIDE OF DOOR. EXHAUST INTO SALES, FOR HEAT • . I. CONSTRUCTION NOTES O NEW DUCT MOUNTED SMOKE DETECTOR. DETECTOR SHALL SHUT DOWN UNIT UPON DETECTION OF SMOKE. INSTALL REMOTE TEST STATION IN CEIUNG GRID BENEATH UNIT. ALL SUPPLY DUCTS LOCATED IN CONDITIONED SPACE OR INSIDE THE ENVELOPE, SHALL BE INTERNALLY INSULATED USING R -5/R -6 INSULATION. 1 KEYED NOTES - MEGHANIGAL ONEW 12.5 TON RTU -I ON ROOF IN EXISTING LOCATION. REFER TO SPECIFICATIONS. OINTERNALLY INSULATED DUGTWORK, INSULATE TO THE EXTENT SHOWN. INSULATE ENTIRE MAIN SUPPLY AIR DUCTS. OGEILING -MOUNT EXHAUST FAN, WITH BAGKDRAFT DAMPER INTERLOGKED WITH LIGHT. 40 THERMOSTATS MOUNTED o 4b" AT MANAGERS DESK, FOR THE CONTROL OF EXISTING R111-I. COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. OEXTEND NEW TOILET EXHAUST TO EXISTING TOILET EXHAUST PROVIDED BY LANDLORD. PROVIDE BAGKDRAFT DAMPER. 6 REMOTE SENSOR MOUNTED AT 48' FOR RTU -I. -I NEW 6'x14" TRANSFER AIR GRILLE WITH FILTER ON AN ROOM CEILING, REFER TO ARCHITECTURAL FOR MORE DETAILS OUNDERCUT DOOR I ". q NEW EXHAUST FAN AT AN ROOM. BROAN LOSONE - L200, REFER TO ARCHITECTURAL FOR MORE DETAILS. MOUNT THERMOSTAT INSIDE AN ROOM AND SET THERMOSTAT FOR 15 DEGREES, REFER TO ARCHITECTURAL - HONEYWELL TbSIA. EXHAUST FAN AND SUPPORT BRACKET FAN SHALL BE LOCATED ON SAME SIDE OF DOOR. EXHAUST INTO SALES, FOR HEAT • . I. AREA = 1174 SF REQUIRED VENTILATION RATE = 0.15 CFM /SF CFM = 1174 SF x 0.15 CFM /SF CFM = 176 TOTAL CFM REQUIRED = 1146 TOTAL CFM PROVIDED = 1146 O NEW DUCT MOUNTED SMOKE DETECTOR. DETECTOR SHALL SHUT DOWN UNIT UPON DETECTION OF SMOKE. INSTALL REMOTE TEST STATION IN CEIUNG GRID BENEATH UNIT. O 6..E. CO %ivy KGt ��o3 2011 Blln Winn nnnmmnm CITY M 2 9 2011 PE IT CENiER Linane /Drews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein Is the property of !Inane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced In any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. dp DON PENN CONSULTING ENGINEER 035 WESTPORT PARKWAY, SUITE 300 GRAPEVINE TEXAS 70051 817 - 410 -2858 FAX 817-251-8411 ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /LL FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.17.11 No. REVISION ISSUES: DATE / I \ BLDG. DEPT. RESUB. 05.17.11 n A n A A A / \ n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By DM A/E Job Number TD1102.00 Checked By KG File Name TD1102Jd20 Project Mgr. DM Scale: Title: MECHANICAL PLAN & SCHEDULES Sheet No. M2.0 TD1102Ju120 PLOT DATE: 5.18.2011 OUTSIDE AIR CALCULATION SALES: AREA = 3232 SF REQUIRED VENTILATION RATE = 0.30 CFM /SF CFM = 3232 SF x 0.30 CFM /SF CFM = 970 STOCK /BACK AREA: AREA = 1174 SF REQUIRED VENTILATION RATE = 0.15 CFM /SF CFM = 1174 SF x 0.15 CFM /SF CFM = 176 TOTAL CFM REQUIRED = 1146 TOTAL CFM PROVIDED = 1146 O 6..E. CO %ivy KGt ��o3 2011 Blln Winn nnnmmnm CITY M 2 9 2011 PE IT CENiER Linane /Drews Architects 3500 West Burbank Blvd Second Floor Burbank, CA 91505 818.972.5080 818.848.3895 Fax All information shown or described herein Is the property of !Inane / Drews Architects, Incorporated; and shall not be reused, copied, or reproduced In any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. dp DON PENN CONSULTING ENGINEER 035 WESTPORT PARKWAY, SUITE 300 GRAPEVINE TEXAS 70051 817 - 410 -2858 FAX 817-251-8411 ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 BID /LL FINAL REVIEW 04.08.11 CONSTRUCTION SET 05.17.11 No. REVISION ISSUES: DATE / I \ BLDG. DEPT. RESUB. 05.17.11 n A n A A A / \ n WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 STORE NUMBER: 357 Drawn By DM A/E Job Number TD1102.00 Checked By KG File Name TD1102Jd20 Project Mgr. DM Scale: Title: MECHANICAL PLAN & SCHEDULES Sheet No. M2.0 TD1102Ju120 PLOT DATE: 5.18.2011 TD1102_M30 PLOT DATE 5.18.2011 B Linane /Drews Architects 2— #14X7/8" LAP TEK SCREWS W/ CURB OR EI� +� ����� I MECHANICAL UNIT'.1411if1I;, I IV • WASHER EA. FLUTE c \ / / "' ID_ _ ____ — — - -- -- - - CURB OR ASHRAE DESIGN CONDITION'S 3500 West Burbank Blvd v if, / Second Floor -- METAL DECK MECHANICAL UNIT — ...... .W...._ _�. .W. __..�.. • .. COOLING OA DB 6"I. COOLING OA WB COOLING IA DB 75 COOLING IA WB 63 HEATING OA 23 HEATING IA 70 ij Burbank, CA 91505 818.972.5080 818.8483895 Fax All information shown or described herein Is the property of Linane / Drews Architects. Incorporated; and shall not be reused, copied, or reproduced In any form without the express written authorization of Linane / Drews Architects, Incorporated. © Copyright: Linane /Drews Architects, Incorporated 2011 All rights reserved. A • ROOF U- FACTOR LIGHTING WATTS 1,9 WISQ FT LIGHT DIVERS. 1.2 MISC. WATTS VENT CFM - MIN OA 1146 SO FT /PERSON 70 VENT CFM /PERSON 15.0 NO OF PEOPLE 67 ��E s. WALL AREA WALL U- FACTOR 0.35 BEAM CLAMP (MAX TOP CHORD 2x2x16 6A - TOP CHORD WEIGHT 500 CURB OR MECHANICAL UNIT � • ..........:..::� • , cols �3� W$ ��' p `� Ay LBS.) OF JOISTS. OF JOISTS. PECIPLE SENS HEAT 250 PEOPLE LATENT 200 1�A�ILW�WeWw��t ���VP- METAL /ilk i2t —yj_i •VIAL Gormwous ._._._._......_ ...... ___.._ ____.�___._.. ._._. _ . / AW: :It THREADED ROD. �� DECK CO(LIIG LOAD SUMMARY THREADED ROD. /= ,/ A Q �i a�1 iii M J METAL .01ST 12 BOLT '"� 1 AL JOIST IoP B _ SENSIBLE HEAT GAIN LATENT BEAT GAIN .-ts �w� � O PEOPLE 16829 PEOPLE 13463 v V V V JI �� .. .. CURB PERPEND. TO DGK FLUTES N.T.S. 1 VENTILATION 7460 VENTILATION 2629 ROOF LOAD 37225 METAL STRAP � 1 dp DON PEN CONSULTING ENGINEER 886 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 78061 817- 410 -28l�8 FAX 8117- 261 -84111 � i LIGHT LOAD 36860 �,� ..� DISTANCE HETW�I DUCT MISC LOAD 13652 ' WALL LOAD 0 HANGERS SHALL BE IN ACCORDANCE WITH THE RULES OF THE AGE CUES HAVIN6.URSDIGTION, _ I TOTAL SENSIBLE 112026 TOTAL LATENT 16091 ' TOTAL COOLING LOAD 128118 BTUH t09 CFM /SQ FT ' SENS/TOTAL RATIO 87 % 27 BTUHI'SQ FT NOMINAL CFM 5139 CFM 1ti,7 TONS I `I- x 16 6 A . MIN (DUCTS OVER 2 5Q. F T J MAX loo LEE. I■ x 19 6A MIN (DUCTS UNDER 2 SQ. FTJ MAX 420 LBS, FOR DUCTS OVER 4a1- WIDE, TURN METAL STRAP UNDER BOTTOM OF DUCT AND FASTEN DUCT SIZE 2- #14X7/8" LAP TEK SCREWS W/ WASHER @ 12" O.C. TO PLATE CURB OR 5611 DIA. MAX ... «_,.,... �. .....,. «.«.... - 441 SO FT/TON DUCTWORK SUPPORT DETAIL, MAX WEIGHT PER NOT FOOT Ib I. MECHANICAL UNIT CONT' �� ACROSS ) --- -.-- -- ---.v- _--..� - 481 ICFMITON HEATING LOAD SUMMARY I TO SCALE RECTANGULAR DUCTS ALUMINUM MIN. ROUND DUCT SUPPORT DETAIL ISSUED FOR: DATE PRE BID /BLDG. DEPT. SUBMITTAL 03.25.11 MAX, SIDE INCHES MIN. GALV. SHIT. GAUGE B 4 5 GAUGE Ya" PLATE 3 FLUTES #10 SCREWS ,,,,,,,,,,,,,,- — — ' SENSIBLE HEAT GAIN LATENT HEAT GAIN THROUGH 12 + (0.011 IN) 24 !0.020 IN.) .) NOT TO SCALE 13 THROUGH 30 24 (0.016 IN) 22 (0.025 IN,) ROUND DUCTS 31 THROUGH 54 22 (0.054 IN.) 20 (0.052 IN,) SPIRAL SEAM LONGITUDINAL SEAM 'THROUGH BID /LL FINAL REVIEW 04.08.11 --- T. e W/ 2 - TO EACH FLUTE ' _____ �.�. _____ ---° - VENTILATION 58440 VENTILATION 4 ' ROOT" LOAD 22146 WALL LOAD 0 515 64 20 (0.040 IN.) 18 (0.040 IN) DUCT STEEL MIN. DUCT STEEL MIN. FITTINSS STEEL MIN. OVER 18 (0062 IW 16 (0.031 IN) DIAMETER INGFES -V MT. GAUGE 6ALV. SET, GAUGE 6ALV SET. GAUGE THROUE 12 26 (0.014 IN) 26 (0.022INJ 26 (0.022INu I4 THROUGH 26 24 (0.02b IN.) 22 (0.054 IN) 22 (0.054 IN) 351 T THROUGH 52 20 (ra IN) la !o� IN) lb (0.040 0.052 IN) CONSTRUCTION SET 05.17.11 __o._ ,— _— __________— — _ TOTAL SENSIBLE 80587 TOTAL LA 1 E :NT 0 TOTAL HEATING LOAD �� 805$7 BTUH ' NOMINAL KW ELEC HEAT 24 KW MINIMUM KW ELEC HEAT 25 KW (BASED ON 15 DEG F RISE) No. REVISION ISSUES: DATE 1 BLDG. DEPT. RESUB. 05.17.11 A CURB PARALLEL TO DECK FLUTES N.T.S. 10 ' HVAG CALCULATION N.T.S. 7� N.TS. �3� n DUCTWORK SUPPORT DETAIL 30 EXISTING Cam, 29 A ROOFLINE r� rr {�4rz 27: 7 Z rr r , 11502006 VOLUME DAMPER YO1N6 REGULATOR - BONDEr MOUNTED WITH oR GRILLE GEEING A / \ ALL ROOF WORK SHALL BE DONE BY LANDLORD APPROVED SUBCONTRACTOR. COORDINATE WITH LANDLORD'S REP FOR MORE INFORMATION CURB ROOF STRUCTURE AND OPENING TO REMAIN EXISTING STRUCTURAL BEAMS TO REMAIN, N, 1 18831 BEAM 1 E _, '' 1 I 6G TO PROVIDE NEW A s ROOF JOISTS A_ E Q p GABLE CONTROL SYSTEMS. ; i 4 � - w I IIP : +om T O E �• DUCTWORK CONTROL GABLE •ZUO -2'15 CONTROLLER ON TOP OF DIFFUSER 5010GC. DAMPER LAY -IN DIFAJ5ER ADAPT -A -CURB ACCESSORY AS MANUFACTURER BY UNIPRIODUGT I Y NADAPfAGURB�C+OM. 6G TO INSTALL PER MANUFACTURER'S OR I EQUIVALENT �� ■■ EXISTING WIDE FLANGE COLUMN TO REMAIN, TYP. OW BY LL EXHAUST D MECH. CONTR. /111111111 DAMPER T RUBBER-IN-SHEAR VIBRATION ISOLATORS j.: �� .� IN 6Yh'BOARD III 1 a ;S Q I SUPPLIED E u u REMOTE VOLUME DAMPER DETAIL SEISMIC RESTRAINT GABLE � (IYP4 FOR EACH UNOT) J ET F� 8 MECHANICAL PLAN FOR MORE INFORMATION. (OLD UNIT SPEC, WGD150U) EXISTING STRUCTURAL JOISTS TO NOT TO SCALE a 6•t AGa T 0 EXHAST STRUCTURAL SUBMITTED UNDER SEPARATE PACKAGE WESTFIELD SOUTHCENTER SPACE # 592 536 SOUTHCENTER MALL TUKWILA, WA 98188 N ARCED ROOF PLAN — EXISTING STRUCTURE N.T.S. 8 -'' TOILET EXHAUST FAN DETAIL N.TS. 5 REMOTE VOLUME DAMPER OIL. N.T5. 2 NEW H.V.A.C. UNIT AND MECH. DWGS. CURB ADAPTER WELDED ONE PIECE CONSTRUCTION CURB ADAPTER, IS A FULLY AND (2 PER LONG SIDE TAPPING WASHERS S M NEOPRENE SEE SHALL OF BE INSTALLED PER MANUFACTURER'S RECOMMENDATION �� UNIT M I I 0 LI 3 ROUND DUCT nECTAN6ULAR / DUCT 14 GA MIL. STRAPS UNIT) W/ (2) # 12 SELF SCREWS W/ NEOPRENE STORE NUMBER: 357 TM OFF WERE RF:G7,UIRED. — AIRFLOW —.• ECONOMIZER ACCESSORY HOOD. Drawn By DM A/E Job Number TD1102.00 ;,,,, EXISTING CURB SHALL BE SECURED TO METAL DECK W/ SCREWS AS NOTED ON DETAILS 10 & 11, FIELD VERIFY EXISTING CONDITIONS ��� ' °" I I�� I �a® ,,���`.� oQ°,v< I' i II (2) 3/8" DIAM. THRU BOLTS W/ I,y WASHERS AT EA. STRAP, FIELD VERIFY I EXISTINGi EXISTING F.T. NAILER AND RIGID INSULATION, FIELD VERIFY EXACT CONDITIONS l SGRENED AND SEA S2 WITH DUCT — NNR NYLON 66 ,��� —� Checked By KG File Name TD1102J130 SEALANT TO DUCT. AT n PIER. , �' _ ,�_ tom— VOLI�E DANA *Mill • • 61RB, 12' MIN. HEI61ff C'C"'�'�' COLLAR Pro ect M r U 9 DM Scale: ��. � M6G�, ��' � OLUME DAMPER (FIELD INSTALL®) �` I�u (HEYOND) / • R = GLG. �_ GLG. ADJUSTMEiT. C_IUN6 USER �°r►.� "'' •;• :;, %j�j,,S R�CEIaI�p OF TUKIMLA 2 2011 CENTER Ti Title: MECHANICAL DETAILS H VAC CALCULATION S DIPP IF REWIRED) N FLEXIBLE DUCT IS TO BE US® FOR VERTICAL DROPS ONLY. RUNOUTS CONTRACTOR Must PROVIDE ADAPTERS FOR DIFFUSERS WITH SQUARE AND RECTANGULAR NECKS A5 REWIRED. INNER LINBZ TO BE SECURED TO COLLAR BY NYLON STRAP AND THREE SHEET METAL SCREWS TO PREVENT LINER FROM SLIPPING OFF COLLAR. MAXIMUM FLEX DUCT I5 3 i$T. GUT SMALL SLIT N LINER AT DAMPER ADJUSTMENT WISTRINS OR PURE MARKER TO SHOW LOCATION. BOTTOM DISCHARGE \I WAX.(1 4(-- ,( CO 1/ d I� (,1 e `-V :�1� y y �i l+ ` ANTWV I CITY JUN 0 3 2011 MAY __ _ __ FLEXIBLE CONNECTIONS y.,% °.'< % /��� �i MC® ������/ NM � ���� ��� INSTALLED ABOVE ROOF. _,, iaiiii�." ; ����;- • . _ _ ... ,., —;.,■ . ...,_,_,,,,_,.__ VAl-1 -- - . , /� EXISTING ROOFING SET IN MASTIC, V.I.F. Gov —� UMEMMEK EXTERNAL L EXIST. CURB AND CURB SUPPORT I EXISTING COAT 26 GA FLASH, V.I.F. EXISTING ROOFING PATCH AND REPAIR AS REQUIRED 1- - — - - -I I I f�� SUPPLY AIR J — — — --, f� L RENRN AIR i AIL L�NOT'TO EXIST. STRUCT. SEE ENLARGED - -_j PLAN FOR MORE INFO. EXISTING SUBSTRATE AND METAL L - -- DECK TO REMAIN, FIELD VERIFY EXACT CONDITIONS INSULATION. z GP UNIT PI SULATI MR DUCTS. SE_ 17RAWN6 M-I FOR SCALE CI otTuk Nil �+ 11yr1 �� ��� �I�I�^ U�1n PERMIT fl �1 IA 1° Sheet No. • SIZES, ROUTING, ANDLOGATION& • 30 N.T.S. / 9 HVAG ROOF TOP UNIT DETAIL N.TS. 6 BOTTOM D I SGHARGE DUCT OIL N.T.S. NT r4 EXPOSED DUCT /DIFFUSER DTL . N.T. �� EXISTING ROOF CURB DETAIL TD1102_M30 PLOT DATE 5.18.2011