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Permit 5265 - Southcentert Mall - Pay-N-Save - Tenant Improvement
CITY OF TUKWILA ( Building Division ' 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - (S BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. PERMIT # Control # 88 -088 (512) FOR BUILDING PERMIT ONLY 1001 SOUTKCEN -TER MALL Suite # Tenant PAM N' SAVE RFTATI Assessors Account :hg;14-920426!.-704300 CENTER RTIIGF Cf1RP 611 cOU.IL{CENTER MAIL, TIIKWTI A, WA Zip 98188 CASE CONSTRUCTION ##CASFCT *19102 Phone # 783 -4'77 9757 GREENWOOD AVENUE SEA,7LE, W Zip 98101 S q • Ft. Office storages se Ware hou Retail Other Occ. Load 1st F1. 5102 4920 2nd Fl. 3rd Fl. k MEZZ 123 595 170 B -2 169 Total Fire Protection: ❑ Sprinklers ❑ Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ 1st 1. sq. ft. @ 2nd Fl. S sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction 5-- 90,000 Bldg. Permit Fee Receipt # 3' 7c $ 595.00 Plan Check Fee Receipt #?Snq S 387.00 Demolition Receipt # $ Surcharges Receipt IM; 76 $ 3.5U Other Receipt @ $ Other Receipt # S $ 985.50 TOTAL FUR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary ❑ Single Face ❑ Double Face [] Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERMIT BECuMES NULL AND VOID IF WORK 011 CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION UR wURK IS ••.,0E'iUEO UR ABANDONEU FuR A PERIOD Of 180 GAYS AT ANY TIME AFTER WORK IS COMIENCEO. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE ANO CORRECT. ALL PROVISIONS Of LAWS ANU )ROINANCES GOVERNING-- HIS TYPE OF WORK LL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY 10 VIOLATE CANCE TN( ':III T __ -OF ANY `OTHER STATE 011 LOCAL LAW REGULATING C TRUCTION OR THE PERFORhA(+i1 OF CON SIRUCT10N. ,.. Signed__ _ E a —71---/ ! 2. Date LICENSED CONTRACTORS DECLARATIONL I hereby affirm that 1 am licensed under- •rovisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature)___________ Date OWNER - BUILDER DECLARATION ( ) 1, as owner of the property, or my employees. with wages as their sole capensetion, will do the work. and the structure is offered for,-sal ( ) 1, as owner of the poperty, ! �• ivet ontr LIng,with licensed contractor's to copptruct the projec,. �� G not +�aed Or CITY OF TUKWILA , Building Division' 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - Igo BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. PERMIT 0 ; Control i► 88 -088 (512) FOR BUILDING PERMIT ONLY 11 Suite # Tenant __ PAY N' SAVE RFTATI Assessors Account # 2623n4- 9Q23 -03 CFNTER RTfIGF CARP Phone # ?46 -7400 611 SfIIITIaCENTFF2 MALL, TIIKWTI A WA Zip— 98188 CASE CONSTRUCTION #cASECI *18.102 Phone # 783 -4377 9757 GREENWOOD AVENUE SEAT LE, W Zip 98101 Sq. Ft. ii-FT. Office Znd Fl. Storage/ Warehouse 552 Retail 4920 Other Occ. Load 3rd F1. MEZZ 123 595 170 3 -2 169 Total Fire Protection: ❑ Sprinklers ❑ Detectors Zoning Type of Construction Special Conditions Fees sq. ft. 0 sq. ft. @ sq. ft. g sq. ft. @ 1st Fl. S 2nd Fi. S other S other S Total Valuation of Construction S 8--_ Bldg. Permit Fee Receipt 0 327c S 595.00 Plan Check Fee Receipt #?cnq S 387.00 Demolition Receipt 0 $ Surcharges Receipt 0: 7G S 3.5U Other Receipt N S Other Receipt 0 S TOTAL S 985.50 FOR SIGN PERMIT ONLY ❑ Permanent ❑ Temporary ❑ Single Face 0 Double Face ❑ Wall Mounted ['Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Total square footage of sign Square Footage of each sign face Special Conditions • THIS PERMIE BEc jE S NULL ANC 11010 11 WORK CO CONSTRUCTION AUTHORIZED IS NOT COIAE NCED WITHIN 180 DAYS, OR IF CONSTRUCTION UR wURK IS •••SYE'LED QR ABANDONED FUR A PERl00 OF 1110 OATS AT ANY TIME AFTER WORK IS COeENCEO. 1 HERESY C NTIFY THAT I HAVE READ ANO EEAMINEC THIS APPLICATION AND KNOW THE SINE TO OE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU JQDINANCES G01E110N0r HIS TYPE OF WORK j LL RE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TO GIVE Aufnoel r TO VIOLATE CANCE %TIE OF ANY OTHER STATE OR LOCAL LAW REGULATING C TRUCTION ON THE PEA E OF CONSTRUCTION. Signed . �6�Fi�b., ;' Date , 1 LICENSED CONTRACTORS DECLARATION 1 hereby affirm that 1 ms licensed under OvlsioiS of the Susiness and Professions Code, and •y license is in full force and effect. Date Contractor (signature) OWNER- BUILDER DECLARATION ( ) I. as owner of the property, or • employees. with wipes as their sole compensation, will do the work, and the structure is not ,.fed offered for Owner (signature) Date f ) 44 1, as owner of the pry rtyr. e T o ►tr L mg, with licensed contractor's to calstr uct the project. / C �i i`3 Or CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection Site Address Requestor Special Instructions /06 I 59v C PG /lii�vf INSPECTrN RECORD � r~` PERMIT # ,3/3/ Date Wanted .60057 Project u7 ,1 Sc24',e2. Phone # a.m. p.m. Inspection Results /Comments: Inspector Date S a2 r7 CITY OF TUKIILA Central Permit System Control No. RS' " Permit No. 5-2 GS FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works Fire Dept. ❑ Police ❑ Parks/Recreation C Project Name Address PP y 'cc i S • (74-6-( Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project () () () () () () () () () () () () is NOT approved by this department; the following corrections are necessary: ivv-1 Authorized Signature Date ■ This project is approved by this department: Authorized ,gnature Date CPS Form 3 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas Electrical work to be inspected by State Electrical Inspectors and al/ required electrical permits obtained through that agency. 4. All mechanical work to be under separate permit. 5. All permits to be posted at job site prior to start of any construction. B. All structural welding to be done by W.A.B.O. certified welder and special inspected. (Sec. 306, UBC) 10. Any new ceiling grid and light fixture installation to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment required. 17. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986 Edition), and Washington State Regulations for Barrier Free Facilities (1986 Edition). 18. The contractor shall provide barricades for protection of public as per the requirements of Chapter 44, Uniform Building Code. 12. Toilet facility on sales floor level (Room 4) meets requirements for barrier free toilet facility for this tenant improvement and must be labeled and maintained such that, it is available to both sexes. Chapter 51-10 WAC. 11. Architect approved shop drawings of steel floor joist layout & details shall be on site and available to building inspector for inspection purposes. 12. No visqueen to be used as temporary construction partition. Full height gypsum wallboard to roof deck required. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor 4/17/88 Fire Department Review Control Number 88 -088 Re: Pay & Save - 1001 Southcenter Mall Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher should be of the "all purpose" (2A, 20 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (NFPA 10,3 -1.1) (UFC 10.301) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinents, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) The exits from the sales floor are required to be illuminated signs. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Gary L. VanDusen, Mayor Page number 2 Exit number 5 is a required exit and must be maintained during mall remodeling. 3. Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers,'then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) (UFC 10.307) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.307) Electrical equipment such as signs or electric motors located above the cieling must be provided with sprinkler protection. 4. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) All wall and ceiling materials constructed of wood, shall be fire retardant treated. (UFC 10.401) All interior wall covering materials shall be fire - resistive or shall be treated to be fire - resistive, so as to result in a flame - spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) (UFC 10.401) City f Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number Yours truly, The Tukwila Fire Prevention Bureau ENTRANCI#N ON,EERS, INC. LETTER OF ❑ TRANSMITTAL ❑ MEMORANDUM X ----___ ..._ _ . . . .. . LAKE WASHINGTON PARK BUILDING (206) 827 -1300 5808 LAKE WASHINGTON BOULEVARD N.E., KIRKLAND, WA 98033 O 516 SEATTLE -FIRST NATIONAL BANK BUILDING 1602 HEWITT AVENUE, EVERETT, WA 98201 To: l (J 1 !GL, ,(�q . '�) P � 6r) u-- he`�'.n--�e.c' I (id Attention: bus, CL.11 (206) 258-6202 Date. °� I I- Q i:" Project No. C g,= cl 4� Title: C) b ON HED DE b DER SEPARATE COVER O ORIGINALS • PRINTS 0 OTHER FOR YOUR: OUR ACTION: REQUESTED ACTION: O INFORMATION /USE Y AS REQUESTED O REVIEWED 0 APPROVED ❑ OTHER O NOT APPROVED o SEE REMARKS O OTHER O APPROVAL O REVIEW & COMMENT O MAKE CORRECTIONS NOTED O REVISE & RESUBMIT O OTHER NO. OF COPIES DRAWING NUMBER DESCRIPTION c,ck , . C ' ,cx 1 c - 5) I) 1 �} � -�j 5, C, v . Remarks: By: Gr hi- .be l'j Z- Jo-e cc: DISTRIBUTION; White to Addressee - Canary to Project Flle - Pink to Day Flle A -02.2 (1 -85) ENTRANL ENGINEERS NP.:-.) __SHEET NO_L. OF PROJECT Pal so I;v)TF CALCULATIONS FOR NIVE7AIJINCs I . `` MADE B Y A71- T) DATE 3 "2 2- f CHECKED BY , ; A DATE 6 sPA►J CoNDiTION 0 (✓li? rLoop,, (b; FIGS - F VCttt P/4.,TITLC►-F5 ) 1, d PLT rZ,",r � .2'4" N, !• G�_ Li uprkt r(1 + C ARr /L. uJD dt re.2 l2�I'2 i "(:;')F- 1.0 L M7 R. 1,4.0 PART trtor.1. 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S EET NO-12 1`'.i i d JOB NO • PROJECT �A ►� 6/4 I CALCULATIONS R k ' MADE BY DATE '.4-12-4 -5g CHECKED 1BY- DATE R'(E'4J SGAIE%• FOR- .16.9 wL 6.2%) 0.5' =3h71 /FT is - 4 ,`7 p� </-�'�. 1/2,6--7,0) Lian A'D 7,1v14- •)/ 6.2 0 `T?; 1,e,1 eve ■bi bk. alIlluJA 1.Ok REVIEW 1•4 Pit ,e C.4P LOAD Ova 6114G &-*Ei P6 1) p!.-= t5P F L L rGOPSt 1)L Cho +4`5 FIX LL *7,001- trio v� 6� FL:r n41/ 7,D? lsve74 AA T r4 I, e4) Lovl> = Cis i t7).= 2oAk 1,0/ '� x1•°4- 420 49 ,4 r 4 �2. 44A/4 I,lL lVA 1 F cam. = �..: x'2 -4�"' F - tVA��. rag e 121, 24- = 1.141,7/ip LC St U7 '.G4 3,p % 1NCREAS 5 1251c Na ff2P15471 r 04_4_ LL o +,104849 ENTRANCc. ENGINEERS, INC. PROJECT CALCULATIONS FOR I MADE BY W LS DATE /'2-hlge CHECKED BY 77--,77='-DATE- 0.PP, 2 1:388 L //61. 4,o'YFr• pie �. . RNGNa. C:e• • *0,4,4 )71.2eDiyeA u* -2,(WA c30LT) TRJ ZDLT ►rJ (WL'Te D M��, rceo 2s4) .3/411 Efrlii)ev '724 Az.v) ti SHEET NO 7 OF JOB NO - e - TELEPHONE MEMO �p RE : i�1 6Ps()E-, Tt . S Q88 PERSON CONTACTED: Ge.Q41:0 \%AMMEN 023.2911 PERSON CALLING: - DATE: 5•°1. 65 INFORMATION ITEMS: 1. il 5 cet c co /GONTACxT To CoNFiRM Tawtp kno Atgarc- L )se vIcrrAffobs . 2. t_eo aLici slims GoveaCD oN Og elflC OF TeMF. WALL is COWL 1) rat R)Licy , (6I E TS LUAU .xp405gt, ct iOME -r- C6 -- vie, �! i uevel4T ?LAW 'Foe. AIREA -ZTON . hemp u)41.1. AT u)EET Cj)4LL op Rid; c041-6s cetzR A Na aosect G Ile cis REMODEL s° ROD Couss.T (AL.D VAM mEN F • 9.135 UAL 6CQ05gt ) NSA -I,L : n iqEMODR, ON/ . W i LL 'EE 5/08 lag -0E8 N- .sAOE 1. (A-0 Norg OAFory 444zhvg 7)„D,e4 2.(4-1) . NOTE Gi,r4'3 64As G E.E 742M• 3 • '5A Rt EYZ F -.e- FACILX9 MUST BE AUok1 5LE "cv es, o ec a ?Act LAT9 mdsr fse PRoJ1DE O Of-1 5A+-Es F1.a02- LeoeL 4. 6Tevt, JocsTs St.‘oP'twaku.A I s - JPiepecoao ser Real) 0W ,Sog , 5, . © 0 tSQc3 N1 A(,C..00JES;) Co sve... To: LETTER OF "X TRANSMITTAL ❑ MEMORANDUM " Meid0 ft i bt,1) <.-) Dep r ENTRANCO ENGI /1 PR 1988 I N 6.. r-k I'414114 f . XLAKE WASHINGTON PARK BUILDING 5808 LAKE WASHINGTON BOULEVARD N.E., KIRKLAND, WA 98033 ❑ 516 SEATTLE -FIRST NATIONAL BANK BUILDING (206) 258-6202 1602 HEWITT AVENUE, EVERETT, WA 98201 r t e 61sP-resa. gLV • - rL)1�- LL) ti ,41 1.UA , E) t. Attention: Date' 4 -4- —86 Project No. Eel 2 :el Title. fav l ' N - �1/ Re' � ATTACHED o ORIGINALS 0 UNDER SEPARATE COVER PRINTS ❑ OTHER FOR YOUR: )NFORMATION /USE 0 AS REQUESTED 0 OTHER OUR ACTION: o REVIEWED ❑ APPROVED 0 NOT APPROVED ❑ SEE REMARKS 0 OTHER REQUESTED .APPROVAL 0 MAKE CORRECTIONS NOTED ACTION: ❑ REVIEW 8 COMMENT 0 REVISE 5 RESUBMIT 0 OTHER NO. OF COPIES DRAWING NUMBER DESCRIPTION 0.11) L - Kee At)fo e Remarks.) C LJrPAT( l) — '�7'/,h'l% ��J D 51 - ,R..? =� .�� '. «(/° l,i r Gz % j: >J r u�, S T (,) By • u� M. L IAA 1,13 cc: DISTRIBUTION: White to Addressee - Canary to Project File - Pink to Day File A -02.2 (1 -85) TELEPHONE MO RE: c 4 Save emoc(e( /ojo PERSON CONTACTED: PERSON CALLING: DATE: INFORMATION ITEMS: .s- % .46 t Of Oa Ic's Y ou fir b4, 71 e ENTRANCO ENGINEERS, INC. PROJECT ∎11,1 4 ()AV )o rr �1Ff� CALCULATIONS FOR FA►- 1 !NJ C= MADE BY IN/1--41) DATE 3 "22'05 CHECKED BY n r2 _) (, ., 1988 i ll\ 1 LA�'t:.,. COtJp11410t) SHEET NO_I— OF JOB NO03227 - DATE I7/ L.t:"- \; c 1, (p. L- ) MEz r1 OoR. (b; FIGS -• f lx E1) Kota- •�.r), P /W- T1T!an� reek WI; Pl.T T&•L -►. 2,n,� !p), 4 `1/�`'JuPORGit1 1,I -�- (atRaf' /LI0o I o V2.601 CIO r!i 1 tots vLC7, /8"(-7 U) P "Lb I''i i 1,0 LIMPER, [4.o FART LTIG1•1 0.• i.. L G't `:ice.: LIVE LV,4-,.L) r r3,0, 0 • U1 /'r1' Ares-.L f 1 'E-.G 1,Tr�'i11G� 'VC'i7r'�[, F,j�i. 0lest JO IT S?A 112.1.0 r c:?Pr+ 1'L Vi = 000 C_ < <' %1 - i . �1 {r {rr �•J_ x12. 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PROJECT PAI +.e./)1/ CALCULATIONS FOR MADE BY IN V' DATE - ?)-in-6R CHECKED BY DATE SHEET NOO> OF JOB NO f wZ - - Lm 6r, STWac TU RE Fop, M FLCt R " 1.46A0 - EX1.ST u/At -t. Lift Z" PL = o4'L' LL eSb �,AP: T)+l * 42 .. £, "c t1d �� « Flat) r'D n ��1��"11�� C�E.w $ GOt,.cm n► tAl5 AA z r..k �.ii� �....... _...__ _ - d9 TYN I to.. tic) ? 41 '.4X5, 4 - '� 1:542 24x37 2A-.-a F•v1.vi A1,./1 1 oN & -1P 47 1 /2/4\D aN -'cts1" , -., 41 "wr l.D 0 J VAfr1 4B' en.) COWAN'? by GMT wk t,� . Or ti 1`a'.o'' �'� ' LL AstmE• r birwAt_ !u1 = Col x lit = ( -term G 24-" '1 •,u) A 9111" ,_ w a� i �q bN� u�� 21(5fAr1 Its( fir' Ly1 P geo6csa47jigftp. p)t 4/4Aq .'. Fl Lt,M! : f P0)1,1 Meg p.rvi 00 (W 1J a L1�1t SAm A v(4 • wt,,r Alt? -Y C'eO0 :X 1 � • 7000 u1t,t. ' '`rF').'-'!!.'1, 4 ,q x 01 tr?ri(r,� bar110 )('4- `l IvittotcT Os t1.1„);0'11-j?'' m.eboi ; yl'5 n /Ft -- 1 Soc:) l2c° Trl,S . eXv '2,00 45 1.4-5 X000 255'o 7671J'� "ir 4 w�TN Acor No Gt)JtU -, e4: LL tztaPvc,c e6tEE Fel 4- Pbf(DaTAgL e ENTRANCO ENGINEERS, INC. PROJECT CALCULATIONS FOR MADE BY DATE 134I Conrr, MAP ='24 .. ? " . _ 4cw g to" � _ 610p/2o 't e " 7'2 lia , BU„ SHEET NO 3 OF JOB NO - - CHECKED BY DATE tom= ,IPA -a 4' k,, : .1;!rf4: MLA. gt 434 C-12.)61)7/vzsgo u As- I/atA A tio r- DoH pLJ T . et, A .P S = 4-wo 0,95 -r� 441 -6,,,1.9-- J,<4.O .7" d �4-�I -� Ma A ,, (d --at) = ow° Gr-)o)C6o)(_.*-' ) jr2. CAP 1 461 .�- • 5,4 tipc7 t3 .4 ) .c2o' C(oo)�. 'i -.. �: • '� • -�j -�3��= 7 l C 6 ENTRANCO ENGINEERS, INC. SHEET NO 4 OF JOB NO. - - PROJECT CALCULATIONS FOR MADE BY DATE CHECKED BY DATE Fop_ -}11v50 Ltilt LOAD ZED VtT. UPC 2. '3oCo = r CA-15o) - ,oe C24 x244 - t mac) % -- -`-14)C 23,1 (I -I - 2'�.I (I +� {3p) • Av 1.1 '(�A►JTI1 °�M �•--- �� l _ 412,c» '` 1 -� V1 t) FAO I tiDiL G(96tt.i VL (.90.,t( a .) VNTir `,nCL)C'R"51.1tt ® /24- Mix M X& -AA 4 Mu (v1-.) w a,ecr/(7.0)x9 )'-' - - -. Ma 0„/Ft r a/0_ 4',\2. __.. - 40(Q,1") X2.4 -- // 14 ,T u.R, -1- Nl,, ELL) - 6, a7(44 , 4)h% ^1 G i2 3 . �S '• "t tilGAr 9,i o!� +M rte.' MAA r'- 7,0 7.10 .WOOt•c.= 11�3c7 c3.K 1 -- MAA."0,,1?.( 0$4111 -(e {>, �`'t �P =''79I 'mot atic `i-16A1V, 6 ' : D.t;f2o 0,$)(2q) (405‘10r: 85 ar bi 164 M 51 , r ., d . ��a �, ; :A�vttr�g y n,4oA, , � n e ENTRANCO ENGINEERS, INC. PROJECT � �' 13��'� CALCULATIONS FOR MADE BY DATE SHEET NO J OF JOB NO - - CHECKED BY R \/ l EvJ L-A Rey- :. C4umi r.J Lc • Ci 42 CD.0 ) ' ,7xd,szC4.o) I A fietien DATE <'i.I f"1 ,- 4.'" 9 = - FG,I2D � �1 (e)i-T) 4- . L + Iu 6R6+1\) - !Zt'- fo 61- 1 ru. E,44 F..e."1,1'� CrI.'� r ";,!'' �f}.� '1.4' ix f �) ^� Vl l� �I,A i?� 1`"c '. t�.� ��t:; It )(..-1; � IAJ1) - 1 9 X\ 1 �- 1,(07 0/1.L - -7'• x 1T7 -� lAb 1L ^ ' FSr -�M -- ate6ccf)b)(o5r— f : X b`..,T /) /y 1.,-LAPL, +Mot /f5 BTM 2 l9)11 411c. .L.tacto) i(11.000). = •Qes <, o . , . �OIRIG %tiJAL VES1611k1 N.6 Ayr) )41),1 1,p , 7 o t -J A' WMM'O" Wo E tir\V : M% ,4) 07.044 Y' /fr Y�,,: - ,'� w5 ae �-,4, 12.1)5 1 *awl QYZ e ENTRANCO ENGINEERS, INC. PROJECT PA 'T`\ 6'�V CALCULATIONS OOR SHEET NO_ a _ OF JOB NO - - MADE BY l-1' DATE .2 "24 -SP) CHECKED BY DATE i \/(E W F2RSHEAF: ,/ (09 w L , (pc 7 6'f:16)/2D:1;1 :=-L: , &i /FT Gr 45,-/ </2-477,:,. en mk ADD 7,(a- ,,V ?.t;,,k/n kEVtEVV CAP 4,ATE 0►.1 6iRtt (fa P4 I) p! _ S r.. F ;. !.. t'yt • t- I'35 Fix LL � 7 't• t''>o =- ''�"'L' Ftff !kJ% 7,o/ ?.,z\ G•4. Ali 267xr2.. TOTAL-- 11E14) 1�n �- • ., ►�� y C.t� •c c.,r))= 1411 •'- _ -, n Vie-460 A .15 '� -- - 1 � x'2.42 ...:..� �.�U LL &r 0101 LoA•P;' i F r..�. = •x2.42- 1440o FCWK + L 46X7 - = 4,740 2 L.L. 2100 k 144- 59 '31(4 m�v INCRIA5E 1/251115-g t-.4 48° Na PIZcV t4M /' C` e ENTRANCO ENGINEERS, INC. PROJECT CALCULATIONS FOR I MADE BY W L.'5 DATE �/2 -5 /P CHECKED BY DATE SHEET N0_1_ OF JOB NO - e_1610 T, ,4 ©'. /Fr P6,� ' LT R 4€ 2 4 r V7'2' v *E : 17TNk BOLT) TRU 4 L-T ) J ( -190.1 t lc e�t.� 23-) em kit) h"1 AO) c<.)14/6(14 , = 2/./.4.0 L 5 r OP CITY OF TUKWILA 6200 SouthcenternBoulevard Tukwila, Washington 98188 BU? SING PERMIT APPLIC''RTION (206) -433 -1849 I 0 0 6-0(J-4:41,t4%.(1.1-(.70 1.J- ..(.70 /1 101.4 Site Address `. (:. . = -6 2,7M - -._ iC P` 1 Project Name /Tenant RAY. 0. .S4,60kt. Valuation of Construction 41('j/ Assessors Account# ;2 ' G/' c c,l-1 j-e1e gal -€ i7 Property Owner pa,. t'r1 '1lte -••� ~ Arrlil La, Phone �_(,. / &- --SOU Address ( "3 l - ' ' 'I -&r' t/ 1 T C: (A 4 Zip (M /F Applicant 'c tlkiL ! VAts4 t 4 a14 Prgitor�., A' I' A Phones $ " 249 ! 1 !* t j!..' .,1 i Zip 19 i bf Control # 88- oet3 Suite# Floor# HAW . Address Architect /Engineer Address 1 159.410,41t±: w.. Phone Contractor 06:r.:( Zip License W,4 5d; 2 /*/9 /oa., Phone n:3- /377 Address 7 �(I .QyZ Zip f'Y /o-ff Class of Work: E] New (] Addition h 'Tenant Improvement fl Remodel (residential) El Reroof El Demolition El Interior Demolition [] Other Describe work to be done 4, F.4 ��t`P EXI4,511 ��^ �• �(��� '6To1,Z_ th.I K iV ✓' �, �. kt ed �. i� 6llw T Type of Const. (UBC)'65 P"'": 71" cc. Group (UBC) Square footage of tenant space Ian city Will there be a change of use? El Yes f No Square footage of entire building Building Use If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? [] Yes \No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXA INED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNS ORZAT IN TO DO THIS WORK. Applicant /Authorized Agent (signature) (print name) (.7' - off4,46.4 Contact Person (please print) x441$ Date A Phone 6tZS e 2-41 ( i OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 5'(5, O0 Receipt# 3 -2-- � Date Paid S- l: ?. Plan Check Fee (000/345.830) 387,co Receipt# 25c9'A Date Paid s 4-717M Bldg Code Sur Charge (000/386.904) 3.50 Receipt# '3 2 7 <, Date Paid h .- ,,'/ Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL �j5 150 (OWES: $ 5<-/ ' 5O SQUARE FOOTAGE /BUILDING USE INFORMATION uare Foot f Entir B it din 1 'L 1L SAD USE Occ T -WM LOAD USE 0 T I ,ei S1.FT. OCC. MR F. aramrastanzeirmi MEM= =MI Ma■rrrNNIESOMMIIE-411121 -1 MIN : s :I 3 UM= MEM FL00 USE Occ T TRACKING DEPT. DATE IN BLDG DATE 11 6.9.88 of 8 •'4I COMMENTS Approved for Issuance To Mahan: W) - Approved Initials Fire Protection: nklers ❑Detectors s) 2- Approved (Initials) // t."•. O GAR OLAND (JSE /SEPA CONDITIONS +45 Zoning L- P Setbacks: N r'G 4 S -- E W -- Parking stalls required for: Site --- Tenant Space OKr'f A :v.:AAParking stalls provided: Site --- Tenant Space / :s /�, ttc«,veD ADDITIONAL PARKING STALLS REQUIRED: 0 v'- +(2T /efi) Tt RLDuCC1S r'oTAc S FRar1 2.0j +00 Ta 6 SGT peg G. . 2.S /4d8 Approved (Initials) Per letter /plans dated ( - 1 /Wag `0:MbE No A P P t u b v # , L s P g 1 : t c , £ ) & R OZSSF inklers A 1 ype o onst. roved: 5- iii► Per letter date, / --i' -- $ P -OK- 1 'tit /clpni - com 17057 -}Ij C6 e- 'Z. s7e..pS t ' iCwt441.• ') V-M +F. • til) lr M E.r- F stM -olQr • k4 6 %t15tf Y- itii6► mregs• wMia4ON'Tlo446 6 A&/Mil- // TW14.". Rirl. N' • fi Om cs. ► t4wr fp •I t p.A, ,4- tt' 4a� !Tr 14w�P. bgrh i btu %4` tom' - e Ha42.51M /7 k -i; ., C IN 1R41,4.14. Al- 4‘a L3tORI 0M11.6. :ED L.4_ L. _. bbl' 1rGJL: 9204-� rs IA•W moo tlt To ti•ompi e tl1 -- ', 6N4 6N4T wr ) r4u)1 121Mr -14 t1 41120 PAtat. 4uwrw iI gA c .we I1&" «iI - -r 1` All work shall comply with 7''85 Edition of the Uniform Building Code and all rules and regulations of the City of Tukwila and the State of Washington. Contractor shall verify all existing conditions and dimensions prior to. starting work. Contractor and subcontractors shall comply with all standards and require- ments of the mall owners contained in the Southcenter Shopping Center Tenant Manual. Contractor shall patch and /or replace to match existing all finishes, items, or surfaces damaged by demolition or construction. . The tenant will obtain and pay for the building permit. All other required permits to be obtained and paid for by the Contractor. Demolition: Demolition shall consist of all work shown or noted on drawings and all other work necessary to complete the job. Demolition shall not in any way interrupt the operation of the portion of the operating Pay'N Save store to the north of the new demising wall or any other operations of the ,fall or other tenants. All material removed shall be disposed of off site in a legal uranner. Tte,ns requiring special attenticr.: A. Light fixtures: Light fixture removal shall not interrupt the function of the lights in the operating portion of Pay'N Save or other mall lighting. B. Stone Veneer: At Door No. 1 the stone veneer is to be photo- graphed and the pieces numbered to facilitate replacement at a future date. Each stone is to be removed whole. All numbered stones and numbered photographs to be stored neatiiy in the new storage rocm as directed. Stone veneer at Door No. 2 to be sa'wcut for removal . C. I±VAC Ductwork: Existing ductwork may remain in place above the suspended ceiling; however, at the new demising wall (north side) the ductwork shall be capped in a manner that will insure continued operation of remainder of the HVAC system to the north of the demising wall: Contractor shal'l.be responsible for the design and use of all necessary shoring. D. Shoring: t Y LA t 41_1174 :T1-77111 IL It t 1 • a • z1 (I) 7 i n.ki.C•l (2.6er) - r i .12 + _ w A :c ' c 4 I wie.*.=said . 106/9 a\_ .-r polo w Acr FiliertAtf M IL K. Fl . 5Qx rise Z0 tenet .i,.,°f -R..te- 4'x'°.__ . 4°416.x i 14,1 2l� x 1.14 \VP vitstrie . AC.ouelleAL. '111,x..... Ow?' '* tai„ o `ems .1 otqr . , .'r•+cs.�,;ti37;c:rf•^•5i4S4 ii�t :�: � l:eSi:r/+r:�1:4-..+ -.r ". ._ _ �!11I11111i11I 1111I ! ; i!Ill;l!;1 � I ' I I I G. 1 1-...f3.047. Au.. 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U11-1C,Eisrrele. MALL TUKriv I LA, \\/0660.40 • i •t' Row - I-4 owir..6 - -ge-i-r-476-4 t • i '!t . , A -2. 1 tA Pt,. a Ad 3 `e. ilcw , r..1°. IL* 4 yMo,"t'i ON t ST 9 CT, t i.$ • f j X11' c.4,04 cnekie,r3u 1..• a 1/44° a — ., , (.p Pfacct.icr ' Pr.e.4 Pi 4./eTti of f . . 5.1 Narr..6 - r Lot* - 1 Ft '4 o. i -'t.�t M b? 144. 4 i�N 1 ..figg CAM Pl i.or?'i ech itt , 1 nano/ . E0/44,4.tst ON to - ' _..,, f; } { tA Cr4 tot c4R11 pN lit. ,,,... -- ' 1.! tr•4 ee. ftINN0 wl.. . i _ 106/9 a\_ .-r polo w Acr FiliertAtf M IL K. Fl . 5Qx rise Z0 tenet .i,.,°f -R..te- 4'x'°.__ . 4°416.x i 14,1 2l� x 1.14 \VP vitstrie . AC.ouelleAL. '111,x..... Ow?' '* tai„ o `ems .1 otqr . , .'r•+cs.�,;ti37;c:rf•^•5i4S4 ii�t :�: � l:eSi:r/+r:�1:4-..+ -.r ". ._ _ �!11I11111i11I 1111I ! ; i!Ill;l!;1 � I ' I I I G. 1 1-...f3.047. Au.. 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"14.tr-i.S.P* eb; "4.4,4WoirirlY9hthrns441.4040.0101,StigaiiiiiliPAIKI. • Wood Doors: AWI Custom Crade hardwood faces, 5 -ply particleboard core, Roofing: All roof patching and flashing to be done by the mall's approved , roo?Tng contractor and paid under this ccntract. the roofing contractor is Specialty Associates, Inc. 2207 South 114th Street West Allis, Wisconsin 53214 Attention: Mr. Dick Langhemberg Telephone: (414) 327 -6066 r Hollow Metal Doors and Frames: • Doors: SDI -100, Grade II, heavy duty, Model 2, 18 -gauge faces minimum, urethane foam core with baked -on rust - inhibitive primer. Frames: SDI -105 with baked -on rust - inhibitive primer. Doors and frames to be labeled where required. Aluminum Entrance and Storefront: o 2&i Double - acting Doors: Eliason Easy Swing - "Shorty" - 5' -0" high. 1. Door Assembly: .063 -inch 6061 -T6 tempered aluminum alloy, with delta - formed vertical edges. 2. Finish: Satin anodized both sides. 3. Windows: 1/16" x 9" x 14" clear acrylic set black rubber molding 4. Hardware: Standard Easy Swing pivotal hinge mechanism. 5. Bumper Strips: Tempered, extruded aluminum alloy, 3/4" x 1 -1/2" thick satin anodized. Finish Hardware: Special Contract Requirements: All locking_ hardware to be purchased from:` Contract Hardware, Incorporated 1314 Aloha Street Seattle, Washington 98109 (206) 682 -4490 General Contractor shall place order with hardware supplier within ten (10) days of written notice to proceed. General (Keying): Provide Sargent & Company maximum security cfinders, locksets, padlocks keyed to existing Pay'N Save Corporation great - grandmasterkey system. Cylinders and locksets provided with removable construction -type cores for Contractor's use. Provide four (4) construction keys, six (6) perma- nent nt;sterkeys, and one (1) spare cylinder 84- 47- 172 401 10B. Permanent cores, padlocks, and keys shall be sent to security officer of Pay'N Save Corporation for installation. I l EM BUTTS LOCK- LATCHES CYLINDERS CYLINDER GUARDS PADLOCKS EXIT ALARMS CLOSERS FLUSH BOLTS ARMOR & KICKPLATES PUSH -PULL PLATES DOOR STOPS SILENCERS PEEK -0 -GRILL DOOR VIEWERS HASPS HANDRAIL BRACKETS THRESHOLDS DOOR SWEEPS WEATHERSTRIP MANUFACTURER MCKINNEY SARGENT SARGENT ADAMS RITE SARGENT SIDRO SARGENT IVES CIPCO CIPCO IVES IVES HOME PROTECTOR IVES RICHARDS WILCOX IVES PEMKO PEMKO PEMKO • Y Hardware Groups: 1 OUTSIDE DU4MY.CYLINDER VINGARD ADAMS RITE 1 INSIDE CYLINDER SARGENT ALL OTHU! HARDWARE BY DOOR MANUFACTURER. 1 1/2 PR. BUTTS *1 DEAD LOCK 1 CYLINDER 1 EXIT ALARM 1 CYLINDER 1 SET WEATHERSTRIPPING 1 THRESHOLD 1 DOOR SWEEP 1 1/2 PR . BUTTS 1 LACKSET 1 CLOSER 1 KICK PLATE 1 FLOOR STOP 3 SILENCERS 3 BUTTS 1 PRIVACY LOCK 1 CLOSER 1 KICK PLATE 1 STOP 3 SILENCERS 1 SIGN 1 1/2 PR. BUTTS 1 PUSH PLATE 1 PULL PLATE 1 CLOSER 1 KICK PLATE 1 WALI. STOP 1 SIGN 3 SILENCERS 1 1/2 PR. BUTTS 1 LOCK 1 WALL STOP 3 SILENCERS 1 DOOR VIEWER A6&09 -079 t1S4043 -00 -RC 1 .' I CYLINDER GUARD' 84- 47-172-101 tun X 1190 1/8" 3/16" £ 1/4" ISL()CK 1NG RINGS 't A TA2714 26D 4 1/2 X 4 1/2 NRP MS1850 ANSI 1-1/2" I3ACKSET W /4001 -u11 STRIKE W/4089 INDICATOR 84 -47- 172 -101 26D(INSIDE OF, DEADLOCK) X 1/8" 3/16" & 1/4" #90 BLOCKING RINGS S30 26D BATTERY IN PLASTIC BAG 84 -172 26D (INSIDE OF EXIT ALARM) RED X 1" HIGH WHITE LETTERS "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" 114 PEPS (HEADS & JAMBS) 172A 3154N TA2714 26D 4 1/2 X 4 1/2 23 --b715 BC 2GD EN1250-P9 X TB 5024 8 X 34 410 436 26D 20R MCKINNEY SARGENT . SARGENT C1PCO G LYNN - JOHNSON GLYNN- J0-NSON BROOKLINE TA2714 260 rr: . ' tt 1 X 1WS • 28- 24 -6u65 OSL 'r(,D X r 3X EN1251 -0 -L14 X au? 5024 12" X (2" 1. I DW) 410 60W 26D 64 11600 X H634 flL.I'r 6 WHITE (HANDICAPPED S.i UrOL X "TOILET "; A2714 26D 4 1/2 X 4 1/2 752K 410 752H 410 X 34 32D EN1250 -0 X TB SIZE TO SUIT 5024 10" X 34" 410 406 1/2 32D BLACK X 1" HIGH WHITE LETTERS 1 /MEN 1 /WOMEN 21R 2714 26d 4 1/2 X 4 1/2 84 -8G04 BC 26t' 406 1 /2B OR 43GB 26D TO SUIT 21R 700U 260 iMANAGER & CASHIER'S OFFICE ONLY) 1 1 CYLINDER SARGENT BALANCE OF HARDWARE BY DOOR MANUFACTURER. 4 FULL MORTISE BUTTS 1 1 1 1 1 1 1 1 2 1 EXIT LATCH CLOSER FLUSH BOLT DUST PROOF STRIKE ARMOR PLATE FLOOR STOP C HOLDER PADLOCKS PEEK -O -GRILL SILENCERS DOOR SWEEP 1 SET WEATHERSTRIP MCKINNEY SARGENT SARGENT GLYNN - JOHNSON GLYNN- J01-NSON C 1 PCO GLYNN- JOHNSON SARGENT HOME PROTECTOR GLYNN-- JOHNSON PEMKO PEMKO 47 -41 -101 260 X rt KEYS TA2714 26D 4A 4i X AMS (FOR HOLLOW ME 1 !•,i. JAMBS) 28- 8G15 -3 BC 2'•I) Wi3X EN1250 -0 (ACTI''I: LEAF ONLY) F86 12" 26D DP2 260 5024 34" X 2" 1 II44 - 410 F41X 26D 8[ -856 HSC 21" ";HACKLES (FOR SEC12I TY I'AI? ) 595 26D 64 31SAN 114 -PF -PS (HEAT l: JAMBS) C)(. L' 2 Ei!., ? Wallboard : All wallboard to be 5/8" thick Fire Code. . Install metal edges at all exterior corners and casing beads where wallboard abuts dissimilar materials. Finish to be "smooth wall ". Resilient Flooring: New vinyl flooring to be Armstrong Orlon sheet vinyl, Seagate 016500. Instal; 6" viny't cove base in men's toilet rood. All other base to be 4" x 1/8" thick, Burke or equal,roll stock with preformed corners. Ail existing vinyl tile to be patched to match and cleaned and waxed. Paint-H.11: Paint manufacturer to be one of the following (color schedule and formulas are based on Benjamin Moore Paints), See Sheet A -4 of drawings. 1. W.P. Fuller 2. General Paint Corp. 3. National Lead Co. 4. Pittsburgh Plate Glass Co. 5. Preservative Paint Co. 6. Sherwin-Williams 7. Cowman - Campbell Paint Co. 8. Olympic Stain Co. 9. Parker Paint Co. 10. Pratt & Lambert Co. 11. Kelly -Moore Co. Exterior Painting: Paint exterior of hollow metal doors and frames with 2 eats of pxterinr sari -Bross enamel. Interior Painting: Wood painted as follows: a. Where scheduled "semi -gloss enamel ": Three coats: First coat: Enamel undercoater Second and third coats: Semi -gloss enamel b. Where scheduled "flat wall paint ": Two coats: First coat: Enamel undercoat, color to match final coat c. Where scheduled "stain and varnish ": One coat sealer One coat stain One coat glass varnish One coat satin varnish d. Where scheduled "natural finish ": One coat sealer One coat gloss varnish One coat satin varnish e. Where scheduled "sealer ": One coat clear Rez sealer 2. Ferrous metal: Two coats semi -gloss enamel over one coat metal primer.' 3. Zinc - coated metal: Where scheduled for paint: a, One coat: Galvanized metal primer b. Two coats: Semi -gloss enamel 4. Gypsum wallboard: a. Where scheduled "semi -gloss enamel" or stain enamel: Three coats: Second coat: Semi -gloss latex enamel with orange -peel texture Third coat: Semi -gloss latex enamel modified to satin sheen b. Where scheduled "flat wall paint (FWP) ": Two coats flat latex enamel paint 5. Air registers and diffusers and ceiling grid: Two coats semi -gloss enamel. Paint inside of ducts at grilles flat black. 6. Acoustical tile: One coat flat latex enamel. Application Schedule: 1. General Sales - flat wall paint. 2. Stockroom - flat wall paint (one coat). 3. Office, lounge, toilets, pharmacy, security, stairs, corridor semi -gloss enamel. 4. Interior face of hollow metal doorsand frames - flat enamel. 5. Stair handrails - stain and varnish. Application Schedule - Ceilings: 1. Pharmacy and security - flat latex enamel. 2. Toilets - semi -gloss latex enamel. 3. Sales - flat wall paint. Color: All ceiling grilles and diffusers, intercom speaker grilles to be painted color to match ceiling. Metal Toilet Partitions: Manufacturer: Design is based on the following: "Academy" by the Sany- metal Products Co., "Embassy" by Global Steel Products, Series 40 by General Partition Corporation, or equal, overhead- braced, flush -type, floor- mounted. Compartments size as shown on plans, panels 12" above floor, and top of panel 70" above floor. Panels, doors, and stiles: Galvanized and bonderized steel with 2 coats baked enamel, colors as selected. ! tardware: Nonfezrous metal chrome - plated. Provide combination door bumper and coat hook, stainless steel pilaster bases. Urinal screens by same manufacturer - 18" wide. Wall -hung. Doors to stand open when not locked. Color: As selected by Pay'N Save. Toilet Accessories: 1. Waste Receptacle: Bobrick B368 (one per toilet room). 2. Soap Dispenser: Provided by Pay'N Save. General Contractor to provide blocking (one per toilet room). 3. Paper'Fowel Dispenser: Provided by Pay'N Save, General Contractor to provide blocking (one qer toilet room). 4. Feminine Napkin Dispenser: Bobrick 8 -2802 (one at women's toilet room). 5, feminine Napkin Disposal: Bobrick 8 -270 (one at H.C. stall). 6, Grab' Bars: Bobrick B5507. Comply with codes and regulations for mounting location. 7. Mirror: Bobrick 8165 1624'(men's toilet room), Bobrick B294 1624 (H.C. toilet). 8. Toilet Tissue Dispenser: Bobrick B274 (one each water closet). .:..,....••• .. - ;.,:.:,r"5-Ss 7.s:..i.A6 }.64.4+ Y3#k�ra�X,7 2.�tf i+1i* -iiY'. $914�i ibbifc'IL,L s :.Sr7. �•:% 96R9:'..w -.. c .a;::r a,pc ,z.:j,.- a„ ., � �' � : e- a.'> r�s�lry� "rrf�'�as�ay.,+.eta:i'�s�. �'s.3�ia,.`dY* .sr `i r. .��.- I;111 VIII I'1� 1111 1 1 III �II I �11 '�� ! 1 1 11'�I 1 1111' I I II II I I, I 11 ;1111il 'I '1 1 1 I I' 1 I II I I I I I .' 111 III I I I !I 11 1;11 X1;1 11 111111 ( 'I 1'11; III II 1 i a, 5 (5 7 8 9 I() NOTE: If the microfilmed document is less clear than this notPC.e, it is due to the quality of the original document. 0l 1.)1. 8l i �11�11 II it 1�;i11,l ill�'lli�'ll1 Ll 9L 5L hl Et e.l :l Ui. E. 11H t I. ?:I;i1 1; !111;111111h1;11 111;111111111111111 111111111 1H111111:11111w t t L) 1 I I I HtHi IIIIIIIIIi11111111!111 T11 11 • :,n, I Ito:... 811d Spl:e i'1,941,1/0.1 ,1 SP.(;tm0 i ,,,,EiW -410 1904 Ttw;I 2::c,:- Scroite, 3�?4 !�;1 Jo i i; t I' . hevis:c><r TENAN-r ,1. i Pizovme t,s-rt Potts Fx:. .- rai6 II(• fiaie 6fAct5 Cc TI-t . MA . nJ ,NNe i lwA, \' 4. REGISTEM Trrl fi Suet title: ,1 3 r.un+Lxx: Sheet nuyite: es a r.: t is 'iii r2ei s.k. ETU 05 C'- )(ell-'_. ,/r- I i L I1/4nxI /.h7 :r14440,• , t,".-1,1r) % P `(WI , �'Z610t•I 6 6 0 . 1 ) ----JW7j4x ,aA cr1i' }Oi 011 l l'F YIELD' F 4V \-E.R 4.) soi 1 Liw't S it) KArc:Ii •{ ' :7"D. -t7 4-1'x PY,1/46-bfit TOP 'WI 2 7; '4' r•i.>' -•. • )E1r b. A/ .1 w J J P'iP: ,13" %) X %F` T ' 1L..= EXP. 1?°L1-13 1" ►.1, . 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CLISAPLAW.70 INTW ila N e 1(i cT I N r ?LOO 3L4 NMW I`A.W. iPICA►MPS NNW M 4/t R 16LAII1 NON - SHRi1.IK (ROUT; Le.t = 4EX,X' i ..__ iP+ °TE. P'ORTAk (.9R NXiSTINe, i�i�1M11 FZENIAIK1 fi ?1/It 244 POLYM ''iC !prrjaimPRY .r' MANkoi..O WI'i'I.4 trs,7 7' ‘OLip LIP Cove It . SOT M A.4. laBITA6412 P oY I C?9 L I~'4vliL.. P LI tt. ACCESS MAH HOL. Nu- F-tii :Tzamo J 1._,4,>3)‹ s'4- F?AMe (I) 1EA; SIDE x IST CMd WALL y� Q� W -L ,.IJ D I `NAL.L F M C t;A . 61 GI= • Fre4oR TEO r'OVitE$ WAL,t-. AT Nttp .5pArs. C./ 0T- VptV 4 a5N100t. ;17 *.4xi /4 WALL ± _N E_V OPEN iNq W Et- 17 TO.0u ►ip FgAme tty'i . rauj�ro \ r yK .. �. tear " C'h'i G-a :!T '12c=tk:.E17 Pti n$' RDU - 1...,4 -x`z-4? EA .toe. F. t. . To 0 ,,. e G' a.t..ss., ii•...A •at-F I l i l i w 1 j l j 13-i •'i7 Cam, '1 to Pc, c) tpµ:a.(. 'e) 611. 'rPACK e:a PUT T 4110 SCA:zFWS e- 41.1 (Go aft BR I DG-? I1'`1167 C•! l P AS 'R �`� I 6i) Ni l t) F=ly) -.+, PLC;' lk:bD -4 IQ C l O ' .,--- - J W 71/41 x (��A, .SO► +�'� CI Hu 1464A, L AL.L EGL-ES '' ► T • 7 Ico �-- U►ipeR {-r( 1in0S, & x'7D ?A '°UDC; C ;(o �'^rlr BTU. P!? (lE.-•fo►\I L%) u _ 34:4, PW'R__.�- .1v Tl, t 3'1A. We' c '- __. fi ► T F -3) . I xp1, EX 151 - :tangy 1 4:1 .4r..2 i{s..rir'iai. yb -"•ii: 2id. c 'A"` rYa✓ �iF. �z, idiiFF,.vs:fu.•t.✓ai.firax:ki;: .;!•r.'.✓'+..r',^'. -a5 �.T `,� _ 11111 11111111 111 111111111111111111 1111111,111111111111111111101 llli! 5 6 7 8 NOTE: If the microfilmed document is less clear than this not.r e, it is due lc; Oe ()t il!II 1ii111�I11i!Ili'�Ii1 il,lili111 to the quality of t;ie original document. 81. LI 9 117 9l Cl el IL Ot, 6 8 G ii ;'I, Iii ,i •III! �IIIIj111111111111111111111iiliJILT llilIIIIIII!i�1U11111111t11t1 �j;Il!iHI! 11111Es 111111111 11 ii ..:(�(.1'.f {. ,•:.!I, 12 1011114; 1114; ;I, 1 1111 GENERAL NOfl THESE NOTES APPLY TO ALL STRUCTURAL DETAILS. ALL INQUIRIES AND CORRESPONDENCE SHALL BE THROUGH THE ARCHITECT. ALL SHOP DRAWINGS HALL BE CHECKED AND STAMPED APPOVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION TO THE ARCHITECT. CODE: UNIFORM BUILDING CODE. CURRENT EDITION: DESIGN LOADS: DEAD LOAD: AS REQUIRED LIVE LOADS: OFFICES: RETAIL: 50 PSF 75 PSF LATERAL LOADS: SEISMIC: UBC ZONE III (CURRENT EDITION) REINFORCING STEEL: RE INFORC:4Et4T SHALL BE ASTM A-615 GRADE 60 (Fy °. 60,000 PSI) . ALL BAR LAPS SHALL BE 24 AAR DIAMETERS (1'-6" MIN.) EXCEPT WHERE OTHERWISE NOTED. MINIMUM COVER; 3;4 -INCH EXISTING HOLLOW UN T_MASONRY : EXISTING CONCRETE MASONRY GROUT MORTAR-TYPE 3 REINFORCING STEEL UN t FS (CMU) : ASTM C-90. GRADE N, Fm f ' is . 2.000 PSI f`c . 1,800 PSI ASTM A-60. GRADE 60 Cs s 24,000 PSI 1350 PSI • ArctWeeture. inlet ior Des,or eta :>pa -e PlanN J 406 Sr;curiNes F :..,tct,ng 1904 Third A�: flue Seeiltle. WA 9810! 1119 IeiSFtone 206.623.2911 a;," ' i Date `f} L an 1ui.•n.ais sTRU(:TURAL S, EEL: ALL STRUCTURAL STEEL SHALL DE ASTM A -3G , i y = 36,000 PSI (Es ' 24,000 EXCEPT STEEL PiPE r,n+, uu!.;s wu(CH SHAD CONFORM TO ASTM r1 -53, TYPE E, GRADE B, Fy 35,000 PSI . ALL STRUCTURAL S':•'(.EL WJRK S {ALL BE IN ACCORDANCE WITH THE Afsc "MANUAL OF STFEI, CONSTRUCTION", LATEST c..1)iTION. WELDING SHALL BE DONE 3Y W . A 4.0. CERTIFIED WELDERS ONLY. W4'L_ ^•S 3/16" FILLET UNLESS NOTED. isE; E -•70 ELECTRODES. ALL 1JC.LTS CONNEL'TINC.: STRUCTURAL STEEL ':HALL BE 5/8" DIAMETER. ASTM A - -307 BOLTS UNLESS NOTED OTHERWISE. CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAW/ NOS FOR APPROVAL. ALL FABRICATION SHALL BE DONE WITH REFERENCE TO THE APPROVED SH0.7' DRAWINGS OiNLY. STRUCT °:RAL STUDS & FI.OGR JOISTS. CONFCRM TO REQUIREMENTS OF THE SPECIFICATINS FOR THE DESIGN OF COLD-FORMED STEEL MEMBERS AND THE COLD- FORMED STEEL DESIGN t4A UAL. AMERICAN IRON AND STEEL INSTITUTE. SUBM1 i S}WP DRAWINGS TO ARCHITECT FOR REVIEW PRIGF, TO FAIR :CATION: SHOW MATERIALS. SIZES, TYIC ESSF',. WELDS, TYPE AND LOCATION OF MECHANICAL FASTENERS, AIM ACCESSORIES AND ITEMS REQUIPED OF OTHER WORK FOR COMPLETE INSTALLATION. SUEMIT MANUFACTURER'S PUBLISHED LITERATURE FOR SELECTED) PromiC T S AND ACCESSORIES AS APPLICABLE. INCLUDING MANUFACTURER'S SPECIFICATIONS. PHYSICAL CI1A_RACTEFtISTICS,. PERFORMANCE DATA, AND INCLUDE INSTRUCTIONS AND DIRECTIONS FOR APPLICATION. ASTM A -611, Fy .. 33,000 PSI (PAINTED): "C" STUDS & JW JOISTS AS SHOWN. PROVIDE 3" X 14" GA. DIAGONAL BRACING AT ENDS OF ALL WALLS. 'CRAG(. BRIDGING AND ACCESSORIES TO MATCH. MANUFACTURER: 1NRYCO /MILCOR, USG. MARINO, OR APPROVED. FABRICATE ASSEMBLIES OF SIZES AND PROFILES REQUIRED, WITH JOINTS FITTED. SECURED, REINFORCED. AND BRACED TO SUIT DESIGN REQUIREMENTS. CUT RIGHT ANGLE CONNECTIONS TO FRAMING COMPONENTS TO FIT SQUARELY AGAINST ABUTTING MEMBERS. SECURE IN PLACE AS INDICATED, PLACE STUDS AT 16" 0.C. AND NOT MORE THAN 1C" FROM ABUTTING WALLS AND AT EACH SIDE OF OPENINGS. STUD AND JOIST CONNECTIONS SHALL BE WELDED AS SHOWN AND '.N ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CONSTRUCT CORNETTS USING MINIMUM 3 STUDS. DOUBLE STUDS AT DOOR JAMBS AND ENDS ABUTTING CONCRETE. PROVIDE BRIDGING AT 8 FEET O.C. MAXIMUM. TOUCH -UP FIELD WELDS AND SCRATCHED OR DAMAGED GALVANIZIr;u OR PAINT. PLYwOOD : �- PLYWOOD SHALL BE APA PS 1 -+33, STANDARD C• -DX, UNLESS NOTED OTHERWISE. (FIRE- RETARDANT) PLYWOOD CONNECTION TO FRAMING SHALL BE *10 SELF- DRILLING, SELF- TAPPING SCREWS AT 4" 0.C. AT PANEL EDGES AND t()' 0.C. AT INTERMEDIATE SUPPORTS BLOCKED AT ALL EDGES. CONNECT BOTTOM TRACT( AND END STUDS TO CONCRETE FLOOR AND WALLS WITH 3/16" DIAMETER POWER DRIVEN FASTENERS AT 16" O.C. UNLESS NOTED OTHERWISE, EMBED 1- 1 /''." MINIMUM. (HILT' DS OR APPROVED.) EXISTING CONDITIONS: At,L DIMENSIONS, SECTIONS AND DETAILS OF EXISTING STRUCTURE ARE FROM ORIGINAL CONSTRUCTION DRAWINGS AND ARE INCLUDED FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS FOR LAYOUT OF STRUCTURAL ELEMENTS PRIOR TO CONSTRUCTION OR FABRICATION. DESIGN SOIL BEARING GOO PSF MAXIMUM. VERIFY SUBGRADE CONDITIONS TO BE FIRM AND UNDISTURBED PRIOR TO PLACING CONCRETE. TO PROVIDE FOR POSSIBLE SETTLEMENT SUPPLY SII1MS IN 1/8" INCREMENTS) FOR LEVELING W8X10 MEZZANINE FLOOR BEAI4 (WBX �0) AT UPPER )SEARING PLATE. • CITY OF THOU APPS ?0VED MAY 9 1988 lr.r•, i, ;q)l -FE N-1 AtT , mt MP�'I v't t.N75 A at 6 tNintrz, GMAT ENTRANCO EI GINEZ(a, INC. L. S W.L.S. 3; 9esa0.ied By mote Dra.vn 8y rite ghee title S N, r'U!(dk'+ -- y RECEr'iF.0 CITY OF -"I' ;a.;: ft, t_.. BUaLD :rlrral I f'T, ■1 1 cApil (7-yercAL OP (ryR Wnonraim RftInn. OMOIMM on:wow. 044.6 ( T Y1:1/C,4 ) k Anyin, Wane., nranIn nnonn mowma 24#x 48" Fa4i (T>/CAL Of 2) 18"0 OA/ ROOF -2.4t/X 24" e.e TO iTr '47 01111IMMIO .f,COce PA/licw-At C.07/1 erteICAL OF 4) (Tveic.44.) 1/01.Lit•IE OACIrEIR YTICAL ) 11_ 111111111111111.11 (4 484;--- 4" • IIIMMOMOMOMMWM (3 \ - ABOVE '411:) (24• ie! "VE LC-t./k6 eipu 775 :.5/4 CNQeAIAT ) (TY 3 __At/70PM r/C., C.r)Al 7/;,:. / 411,14///`'ER (7)7;1/(:444...) V176-.3-1 OA/ ( 6 - --„ V-1 -22 \ 42" x 22." m FL -71 - 176 343 4/4) GPO x / x . (Po) F(.00,8(..6" D'.CT 1-- C01414E.C701 (TYP,) 242"o / 3 "AI /2/2" 2014A/ 70 [21 r. Y z NO 7C. .5E6 4,1,4 TER/ cJA6Te 4 venir 42/44kAi1 at/ .5 HT ,'-1-2 .".- rA fi R o riAtiNCLIA/4.\1.!..._h; v42 ,,A) 77?(J...; 711/.?A (..41 . 7' 3"PC0 1111111111111111111 4"1.1 • /74 6ucrioAl ,f.es~ aepoio '>•77/;'›s jn t.) elP /011X /2" /9"x /9" aeraarallIO0 011[01.111, 111111111111IiIIIIIII ••111.•1•1=2.01111•01.1•10DIN.111•Mai 7 /A/ OFF/7 t 7/4)`'v rau DUCT /,V JoiOr 5fACE. r-:-i1 Z4"'( 540 CF/1 / VOLUM& PA/11R (TYi°.) A /2"4. /<)/14/52/VACY FLOOR PLAN -- MECHANICAL SCALE 1/4 = 19- IIIiiIiiH1IH 111 11: 171)1 -1;:i /, 0 It. III% IN, 5 '7 8 \ 1 . 1_2 1 L, FH AA/) /0516 "ars Bs z / ROOF EX17. COA/N. 4"1,-I TO " Ed)(/ T, Go" 6els/EN 4" VTA LQJ 2/I V- ti-z) oN ,TDOF 1 /v76-A! 11111111111i111j71 f,70i*O(.4C7. 2/0 /. -4 1111111111111111 2411,( 12" 405 cc/1 1.11" TO 7!9, (14 ' romv. ,70 A 7' U/° TO 041 R00,c. Lcs.2.2j 24" /2"---- 276 CF/-1 j /40 'FM (TM O1 4) Afore: AL.L 0,/474,15..vs AISZ 1--‘1.41Y rfrOW eittiC�5. 077-451;44/415 /4/43/CAT670 • I NOTE: If the microfilmed document is 1.ei clear than this not:r.::e, it is due to the quai.ity of the original dc)cLuDeint. t C ze- l4 .,0-e, 6L. /..L ••,1 L (7 € L IA 0 L 6 8 L 9 (); '7 • G . . !!! ! ; : !! ! !!..„! 1W,!!!!!1!!!!;11! III; H!!!! 1111!!!!! 11111,1111,11!!1.111.111!;IJII! !111;11!!!!H.i!'!!!!!!. !III!!!!!..!!!!!! 1111 11!111..1!1'1,!!111.!1!.!HIHI!II ! I H11' !!!!!!!!!!il; 111111!!!!!!!!1;IIIIIIITHHIIIIT'ird I 1'11 I I +1111111 i 1111 ; ; 1111111111 1 I , 9 1 0 1 1 •ACI1 .14111HML:0 1 2 11 111111 )<\. r- Jz2tigs(41;6:"----- 44- 54/-1 7. 4 ( //t./.6 r4 4./ATER METER iv/ RaHOTE.: A'E4 PO 4.17. .1Z-5-4A /40 CPV-1 /01/x es" .01J CHA6E -&x/67.. 4" C44.1 /75 Coil -F6 . . ILI' ..../1Al2/6_11' II; • II Is Lf)J C 285 Cien /0"x g1/4/ coArptacroR 70 RaLOCATe E,X167. 4" I'RE6..5. 1?eOLCIA.14 VALVE 4.1.t‘ti- 433CCI4TE0 Aeove /AI 7/V1,1:::6 .PACE. 4" CAI /A r� VA.VE OA/ MECHANICAL MEZZANINE PLAN SCALE :1/41: 1'-04 ';•••rs • N Olt MEC ViAg IC (46s-TE: EDWARD S. SIDER & ASSOCIATES Plethankvi Enginserst 130 Nicionace, $aki* 304 Waohistviot O109 (0) 2-S%4 t-1,\)24ari . ir„44.2_ , ,t1 '4)01, •I' ? 1 t • , r!9 ;1Y14 _ !,!-• :-i41:1;!*; !i• ,•ilf • ;.;;;)4•! T E iAJJ rAiF rck0VME 7 0 R FAY- M 4 AO: •57.0:3-(;;:-." "Wr** ‘,.• • INCIMMMO 4 z HALL 41110146.1•111mOLNRIN•Vs• TUKJtLA 1. I.J.L\d71-1 . Sheet !;tie F6-001 /Q4A/k/ ilEeirA AJE fejtA/ 11.-16CAN/CAL Sheet dc.!s.ript-ien. .lob number Sheet number M tg - •, • S'.1i.7fi.',‘,.f/!;is.k.:. Fai et • , ..a.. . _ .........._T___ 7r_....11........ i i < I , ' i (. t 1 i , /. , ire I 2I 'l: / 4,11 __. _ _ L.7. 17...3014.7L -- 4 t, 11 1! 2' 411 -PLUMBING F I F DIAGRAM M(, 'Are .16049. �.x R. sesotser assixtsf eidos OM, 1/1694.4 itOOP CO N.ivec r 7•,0 EX /6-r itv 411 C; w CE!L/NCI MEZZAAl1NE FLOOR CE /L /NC PIRsT FLOO 7-----CONNE*:T NEW 411 TO J K I S T i M LS" Ornolef 444 *MA 1064. • *tive4. Neuf.a.114,4 lipui 14 0 folk . staultscit fro1444 fUlfflogN6/ 4 04 toilluicicA czaczkv*Ait ofietlgovtw vel iRT tulr It 1�11p1 j�, �¢ 114a Woke 149401444 44) * - • 6 /1 tYYA s T e R 00 roles ate cd- ('iYPicattL. ) PA/4,6 GOGIK i /% "eii+/ �.._ WOW (TYPICAL.) 1frV /Pd IZEL! P . MAN 4.70 Prr.H PAF4 . W 12 HST Eg PEW- /74 eii4/ ET , NAT t? FAal picueriail gym* M • r .6 >� s 00444S POCF fibTe WV, _111111rtirittitt.7241,"" 4)F coaNdt.. .41 lauLloosti* Wo P p fl Autrtirci4T • 1 Lk* MI wit fUsTyobfruisiz. w ) &wf' s IV 0.c.. Mt wow tau.sw 0+ti erLp ztlltyp "cof n411MU1a4 'b Heti woy0 sitaLKNet ,...� -- MI' . u44uLA'Tlot4 PLU1BING FIXTURE SCHEDULE ITEM MFG: MODEL Water Closet Kohler 4250 -ET Scat Valve P -1A Water Closet Seat P -2 Urinal P -3 Lavatory Fducet P-3A Lavatory Faucet Kehler 4670 -SC Sloan: 110 -3 Kohler 4268 -1 Kohler 4670 -SC Kohler 4970 -T Kohler 2195 Kohler 6883 Kohler. 12636 Kohler 13361 P -4 Service Sink Kohler 6718 P -5 Faucet Trap Lounge Sink Faucet Drain Kohler 8904 Kohler 6673 Just SL- 2019 -B -GR Kohler 6894 Kohler 8801 DESCRIPTION Floor-mount, siphon jet, elc' :g. rim, vit. china, 11" top apu.L white. Solid plastic, white open, front, self - sustaining check hinge. no cover. Floor mounted elongated siphon jet 18" high 135' top spud, white. Solid plastic, white, open front - sustaining check hinge, no cover. Wall mount, blowout action, 114" top spud, vit. china. 17 "x20" counter top, self rim, vit. china 4" centers white. Single lever washerless with aerator and pop up drain. Wall hung, vit. china 4" centers, handicap. 4" centers, gcoseneck spout, aerator, solid brass, 4" wrist blades, pop up drain, tailpiece. Cast :iron, stainless steel rim guard. Chrome plated, vacuum breaker pail hook. 3" with strainer. Stainless steel single compartment counter top self rimming. Single control lever faucet with swing spout, aerator. Crumb cup strainer. P -6 Phannacy Sink - 'Owner providers contractor installed. FD -1 Floor Drain Wade: 1102 -G5 -1 FD -2 Funnel Floor Wade: 1102- 6 -EF4 -1 Drain WH -1 OtiNNIVISIADICMO C0.l i 'dl0c 60eag. IPIAP4 w, i fir" air maim s . 7►) ,X4+4 . , t1tii Ile'Ai. WASIEH 4tAttio ?eV ss I� I L 4: Al • 112 Jr* 1990 UPA OA' A01914 29040 LA*. 11911116W0-14m/ t$i lb 4,e0 tistaklink4.fttAmT 44,44LID2 46#7000 i. 1x) . ik 9) own siBilf i. Wm, 9,o!k WO eiu 4) Wag eforfaimallot *).111404 ficere& lb 314411144. WUNI11,611*.o4044 HEAT PUMP MOUNTING PETAL itrs • ee Water Heater A.U. Smith a'EC -40 2" C.I. body, 5" square adj. nickle bronze strainer, trap primer. 2" Q C.T. body adj. nickel bronze funnel, trap primer tapping. 40 gallon tank, 20.5 GP'H recovery at 90°F temp. rise, two 4500 watt non simultaneous elements 208 volt, 1 phase • ,501,Best. .10041N Road FLYANtat - (' t tots) ogooriwni t rte. 40u6941, LEAD PU#541)441 t4if s 4 Lb. Nr4N Lebo A,.3•+►weca um pip* 64 44cmte4 t�� FIFE Iwo j �II '' 4+(i LL a Sri. C4, t4P 1- 1110110th. 1000:44I ' rift law &pop --- u -Doki ...� - tYrierit,46t IN Lbftsa.l 1441. jo sp wet G NCW i1d4ULd'i1tF1 !1l►-•04 E rlierli4 1 11464)121.10e4 ►it16,14 op hls OIL 41(tA1 ... iiim.K.4c vAwe. 1. RO 'INC; it et aN 0 6040 t7 - 0.1 W 4111 tib'T LAL4 �3 M61CM Lt4'4Ail L j RiAl4 rI t rokaa jrJl i► gtaatAM�OATia44° a WC6git b` "NIELI I x1114. OP II(1 st0 l curywe I!•tpLes. 4. 4 Ltit LEAD f u'. IN(; % ML et Ye Ia. 1,&04t14 'NA PV. ALL JOINTS 511 i . e1 G- ;. . gN PI E 3�RU�oo��ErAI(. M.z F � :Y.aS...f,,XJii' CnfYb�iYb71Y:...;: &t7t.;vC WW1 1 ;.;v a";':.:., iS.+.:- :•s•:r..a...:..._strssr fur;?-:,:-. sl.' tL:.:;:: e. &'✓,�me9t7$'*;P"..✓"..}Y']i'�'' .:1- '►:a?• 1111 ill�illliil i!'!li!11'iiiil!�Illli!! !jl1;il '!illjl !i!II ! 744(#'; CI jii�l�lll llll!I!!,11111T 1 11 411 ;1 I1l111I1Illiilll!I1 I' ! I 1 0 11, If IN, .. • L. �. H!.II ' 'I �+ 5 6 7 E3 HEC11ANC IAL I7QU I PMLNT SCIIE! iULE MARK HP -1 & HP -2 Heat Pump FCU -1 & Fan Coil F7U-2 Unit Mkl; : MODE1 Carrier-: 38QH060 Accessory: Carrier: 40QH060 A. cessories : HP -3 Heat Pure Carrier: 38Q41042 Accessory: FCU -3 Fan coil Carrier: 4001043 Unit EF -1 Accessor ies: Exhaust Fan Penn: X11941, EF• -2 & Toilet EF- 3 Exhaust Fan EF - -4 CD-1 Exhaust Fan Ceiling Diffuser CD-2 Ceiling Diffuser CD--3 Ceiling Diffuser CD-4 Ceiling Diffuser CG-1 Ceiling Grille~ CG -2 Ceiling IH-1 Intake Hood EH -1 Exhaust Hood , Penn: Z3 -- D Penn: LB24 Krueger: E - { -A -4A Krueger: 1244P Krueger: 1244P Krueger: 1244P Krueger: S8OH Krueger: S8OH Penn: la etto Type 4 Penn: Airette Type 4 DESCRIPTION 60 Mai total & 45.5 MBH lens cooling @ 85° DB outdoor, 82 °F DB . 67'F WB EAT; 42.9 MBH integrated heating (d 21°F outdoor & 70'F indoor; 2.94 COP, 8.95 EER, 208V/10. Low ambient cooling to 0°F. 2100 CFM (d 0.5" ESP (High Speed), 375 CFM O SA, 3/4 HP ;motor, 208V/30. 1. Micrca +metal 832A -200 mixing box with .l iri irry . 2. Auxil heater. 15 KW (@ 240V) 203V/30. 44.2 MBH total. & 34.8 MBH seas cooling @ 35° DB outdoor, 80°F DB & 67°F WB EAT; 31.1 Mi311 integrated heating @ 21°F outdoor @ 70°F indoor; 2.90 GOP, 5.30 L :,R, 208V/.3Q. Low ambj_ent cooling to 0°F. 1575 CFM @ 0.5" ESP (Med. Speed) 60 CFM QSA, 1 HP mot ^t', 208V/.30. 1. Micrarfeta.l 832A-200 mixing box winning. 2. Auxil heater 10 KW (@ 240V), 208V/30. Roof r;ount,direct: drive, 350 CFM @ 0.25" S.P., 1250 R.FM, 12" roof curb wall muunted variable speed controller, bird screen, oackdr-a f t, damper, 1/10 HP, 115V /1Q. Cabinet tan, 220 CfM @ 0.125'° S.P., Airminder crmbination light and exhaust fan time delay switch, backdraft damper, 105 watts, 1.15V /10. Roof mount, belt drive, 5775 CFM @ 0.375" S.P., 780 RPM, 12" roof curb, backdraft damper, bird screen, controlled with smoke detection system and wall. switch, 11 HP, 208V/30. Adjustable pattern, T -Bar, 24"x24" square face, 9 "x9" square neck, Used plenum can, opposed blade dater, white enamel. finish. Surface mount, perforated, modular, 4 "x4" cores, 8 "x8" neck, white enamel finish. T -Bar perforated, modular 7" x 7" cores, 14" x 14" neck, lined plenum can, white enamel finish. T -Bar. , perforated, nodular. 5 "x5" cores, 10 "x10" neck, lined plenum can, white enamel finish. T -bar, fixed vanes on 3/4" centers: lined plenum can, white enamel finish,, size as indicated on drawings. Sane as CG -1 except surface mount. Alum construction 20 "x42` neck, bird screen, counterbalanced backdraft darer, 12" inserted roof curb. Same as IH -1 except with I.' f` rt neck and 6" insulated roof curb. .IF p tMt-r ' :t'K1ve EYw(1N[1 t0+4.. Rt. H444filuA4Z �--' fo424, UNOeitmge C641110 '11 +#CL Li �r C 1 '!lij!1III!1,!i11!1H1111 I1 111111111111,1 I I 9 1 0 11 'Rlff r,F 12 NOTE: If the microfilmed document is less clear than this notf'Ce, it is due to the quality of the original document. f'c', cc', Ze' 1.', .oe 61 81, Ll 9L Sl hl C: Z1 11 OL 6 a L 9 t1, Its ' !I II ; W I N!!! i I i1,! II I! llllll I Ii!l ' 1 III 1 II III I !'1 11' l I VIII I;!II II' II I ,':I !III ICI �, I i I ,I ,I lil II!I�!i II it ,i, III II IIIIIli H111 1�11111111i 1d�lH ,!IIII IIIIH ■ „ �� it ili!I. I I.I ,I 'I1, IIIi:, Hil!II!i! !!1!111!1 c r IIII�I!II 1111:h 'S'LteVt- 'fryCi . M44. sa cliahK MU. ift C.v. w czaK JM 4 A �rFAL 4r 1011 Floc C '�Ji~AL. IL+ w/ . east_ OF' t,GTIC.. m�f(�ra�a. FLt.L WI 3t461. f R 6i * 4F.AL. ORAL 4LA • ware t TMtAL . N x' 44 4 ; OPE 1.1.0.044i tie =NC.. ,LtmAirto,N VEIV CC . of t t iV-AL. .144 044irk CM jili,t • EDWARD S. SIDER & ASSOCIATES Necharacai EnQ,rnrers 189 Nickerson, Sete 304 Sisatk. Weiphiettices t8109 1$66) it64J966 • • CO 1 MPro.Wr; FO 1?AY- 14-4.5WE 0,PACE -. •_4 z 4e.) UTHCSITEK, HALL TI LN IJ/104A-t... Steel. 11Iie /04.0\--//A,6 g../64-7R D/ RA,A -/s Q67 /C...5 4 m.LJ,A t L/A i 4 S1�eei des: siphon Jab '1rmbCr Shrf;t 'It:". [ f M 2 oi A f I � 04i4T r. i,i v AT r'r YAK Cc'i a i�' -!QC 3o di4k 4MQ1.5* 4 +" I104 Lim R tes944ATeg r .1�.. M4 .I 6A1,0est® Tigoit 4)►42t� :7 1 Pt Pt [...!IMPS 1.001P ii t ItP d•LtMP oe U•x.D AS A 6.0: Ct ►„y -"_Y. ;Nihtj4Lt *;114-4414 i1+ t •t 'tJ 1,41 I'44. 1 tntut.A-1 The Li 'oi 0 t-e I cAL ehGS r .t: o�v ii 1 t rucrtc 4 po1(F iEA °ra E1ai,. �ilOQt,4 Ni f FizoM Piet t:i•t3 '�- ,✓MGX. Gi'1% ifs iT � w' oouPPOikr jj ...'v. cb 11 ' A • i 11i{ti MaI 't3 (.44. v+ j * 4 NtALF. i1.• tiC;'E elecF. 3 „Nq 6y covea.et2O4. fit �1Liet-1T 4aY► i V.4Wli/ 1.y�L.v,cc-4 10 MA^Y.tl T.4I(.4:44 i G� V. OOP t,toL ., 10 wile? - _ �t#C1+ TCD L4.4‘,6, • ...:...... --... •.....�.. -•m _! 'tr 'if 6v. NhhL ytr�C►c. - • } 3 AND Gd•CM17r+^f. i'�r .0.i, y4. �jP1AU.L 'i1:4Pl'EX6t1. :G . Gc4-tW. it�(4u1..C.-71> A rl/.,R[G INTO Pt./XZ. Or !PIRO. o� ( ;j {, -7, N` ----- '',ECVi =E gig. it) 4ee -watt 44.(2k is 11414 - ��1 -� it �\ tf c9 12 "O. C_ (✓t K. Kj isn't •,,I • Z • s7$ v+tir II (MAN. 2 Peg. hIC+G 1 ib <I'.J(A . ` EE i 1':� L' :-uP Qs l •ap • , f- 4 c,,�r,.J. HMI.. ;X: •lxE.aatJ� ✓ y it --- -- _ - ,., tnt41.F4 t.ri0 1= 11•�l'Er1 "'a u•410 I �vef.. - 'fE1~4N tit 'C 4L�( wj ,,G.%fci. � Y 4cf`+ON . mom. c.L.Ot PI&L e. .4ov' PAP1Ny +4iND ccvz +,' twin• • ' P /• ._•�"` tZ 1'L' MiN: (eh. C�DLd - cadag `l Lck4Pu IT `'- LICA.uIP s AVM ' F'ti+�. t f".iurrio4 4r [ ceict(ALoNai9'1 u.A1 N . FOR MOPES, .y C.a■s4e 4 u}v� tNSUL�jitu,1 - ;" T iC.14 t44FFia ex6."�IEA PINNeP Ct"i 4" Get4[ 4 4 r1LN�P TO 6tie3-r METAL. . L� C,ifULY...JNC1 -t t2ri. oLs(..onte �% 4 v4tA'{ ..F oor. 0 u, nr, tr, , HVAC CALCULATIONS Trip-2 $ FUI1 -2 • • MAN? NYAC PO1IN T4 DI COMPLYi1Ib IT MTIARt 2:11011/C IA MOP TO NEVIN Or TIItAM? NVa rm.ia NVAC CAIA /FA7s1 $; men MCC Ti•r i 3ci NI *Aux !!i •r a / b'i •t RATING arAill �a °r omens V •s '2J •r IOLf9' LOS SAMSI= 0003Sl0 111T171? G+OOi.YI110 ailm9Iata 0001.[50 41144M" 1 A T srtu/N4. fM OOh min. r u4&gittil x/1(10 rAcw .+ r $. 51 Ve 20,415 cj.'�3 23 719 j',` /;�fr*� :� A 11. fill 1[,11.1, 5.33 7.65 S. - -- .15 • - -- � 'r'i .' l/A %�Yi :. y y �i;�Y,�� o 9, t141P13 415 VAIL 1,199 019, v?, '' / /r/. '/ ri 20,791 asst Rt14+t lies) . 7, 746 4. utaanno MINTY L -1 1iN y,, , .�. 10.8 t W %/7% % ���Y�/ s,i 36,860 I%� 4 : *� /A / /�. ILASAtits 45 ►I0?i� Tel I�RI/ .,�5%1 r %�/ ��/ J�/� A I� + 10 80 11 - -025 , pm" 7 .4 ', l9 225 / �70/.'. $3: 4. toesi tram 11 iN DEMAND T. 917 PANT CA. MO NA c". Neeesserie1r, (3 ?L wolf trams. �atro slearesee // . + 12 .yl 5 1. t a I * Ir/ / /!�ll .'�' l! W* -17, /� 1. � 4 �• - tt y l ,•, in . f ( A. VACS CPIS %" /4, J' , / ,off �J %/ 5,09//0 , '5.4 �/%/�oLE 3,445 %//� /j /,(�f� �jT.4/6 !�f / /i�.4F / /J/i% ; SLIT /./ /�... /��// ,; r/� / lie • i4,835„ SY0j'TgI T�tDi'iit -. fir....- 638 ri. can D.A. LOA freallir //� / (8&$1Y?►Li1 a IAYi�Y) 13, T4ATAL COOLII 0 _ 302,050 >rtglfxA 1• e) 'A 4 L A..- 3 815 VACS LOW I 'i'/ 4`82,466%(/�i f; 87,23.5 .��'tr� -i ( ( .I'� LTA 12 0001.110 CUTfi21 YAIJ, NAT. Ct.?D NOVC7C 9 lrf 19 • * Rased on occupancy of 30 people/ 1000 Sq Ft @ 5 C1 +4 /gersan a N�rN e41) !?os TZVTLIF.P.4 ,nth NINO si/PRaar Ud:E17 UNIT (OMP/CAC) IRA Magi' U T •SCIPAV r Uwix' f IJUIT (TYPI(AC) �•- lm.lraurs Jo %5T (11""t) SIR I 2LA4/ -/OD l-/OD N?2 .4(t 1luiT5 lERv(Wn/Cu /a' To JolsT6 r 1/11/7 QEru4au .414 1114r! L.1 /O4N6E 2 Roo _Lodatt ANT" (f/t4l, VA s ( rX/e4t (T // (TyP /C 4L) .14/4611E2 P Sion !w(.1Tgur t-I/4 .'tl 3 03"f4G AftT//0D.9 d!'J 3 iFCUQt' 011.31011 3themeES -- ToGETNCQ a more 141'3 ;416rA/AX: L*.o.37 'Jol3T (TYPICAL) L41175111U r (nrfrcAL) r. . do' M/si. I 1.46. HANdlT1 XDbs f - (TYP /tA1) u �uMI (rYP/rJJ) °JOIST HVAC SPECIFICATIONS HP -3, RV 3 SOMA= 6iscn ?Df. 1.0•1 Mt AIR tlliC1li11G CC11001501 85 'Y hAR LAAC1'littl8' SAIL[ 0,112291116 IDzz 6ATV*AYLD CWtiRSiMC ?DP. 331.1 1arRI GE NAST 22 Carrier mom LPfIC1Qit RAM m>*.;. 1r XL so. t042 _ , 1 IF clot 255 syt4lte' 20F3 3 .GtPACTi'T 44 , 200 COIL AIR NANDt,1i6 CITY 1 sa/yrvcs,rr per lapert rr 44 200 total withr. ,rte 340130'3 +taslble bee/hr. gm 1575 etc I 3.01.5 FR; 8(1 .c.A.i. .,.- -- e.a.b, I co Ty 44 200 total 1)teibr. pia 1575 cit AIN taI'G mom O. 4001048 weight 245 lam. I voltage •� 1� L 3•�alt6erelr�• 1575 0•55 •f.s.p..ia...4c 1025 t r.p.a. ! - -- b.ls.p.' d� cocas is. g. iia,YSS0111 r3 tAl vE;CCITT I'II t6 MOON 61s11 Prigi71110 right 0 lei Stosismessawnieswwwwilmoimp COZL SIDE =NA. rig t 0 left t L .1 3. Aiix is ic1 hex with 1 -i s11cI- meter; Vette * ** T'0IIII L:CkAUST TAP 5P%;!T CAT I111 F.F• - -1 1 3..-- � en, 11 ...,..�0 ! wodal ao.F 0.25 M. y. ie. 1120 -..� ieirvt XIt'�41. Cj / 10 hp 11 '0 volt/Ste /Ow ** tats. :err iet Chased Sloe. write* 021 it treat. {]p„eaoatts ecotrol weal Yowl ea I`"`0 3v _._ '..._..,.... sator 0slip is 0 hero titivate* 0mao+etle rs,ata,cton 6F2 $�Ci1'Rt:ATIC?aS_TGr At'+:3i55GFf_I_�� ,___ % 6tt 13 volt nit t /phase etbe r * 31.1 MR i nte5jratercl heating c> JpaCi ty �n21 • F. ** Unit mounted auxiliary heatc r. * ** With wall mounted variable sp. x twitch, SPLIT $Y3T M HVAC SPECIFICATIONS HP-1 t4 'FCU - -I HP.-. HVAC CALCULATIONS RP-3, Far -3 • 4{aRt77AC'f111M3 SAID • • ., TWAT NYAC PORN 2 NA C(7•i'1XTitD GT 37Ctii.7': L11CIifl * PRIOR TO I Y1EV 07 TEAM? I? NVAC PLAN IITAg CALCV1Arli7NNe SUt94CR snag Tier 0t 50:i /41 otittliz al .? Ab / �7 •r AMINO snail •T pursuit '2J •r =Wan lam. MPIt�1LI. II+O. 3$060 ! seiget„•m, 290 lbs. stsn um ailm9Iata 0001.[50 Ldl?�'! 000L1114 . .CAPACITI 60.0(10 latulhlr. QUSJTZ'P, . - ?AM? AV 11T'40IN, rAcw stt/1111. • ': ilx.fisi _ ttu ...meg1 , MUMS 886 84. rt. 670, ..„.b. 4.69 "" 5.33 4 722 S. 9�ORlii%S 11AL& - - -- t . pi, � 7. Rs5 � IrI / t cI , SI= CONS. 0 el Olt [� left .15 --- -- ri/i/�� *rf/ �fli ! / //i: 3. tivrri sr mu, - 1114: • .in. fEUiiIMf7P S -L RN Lf // I, /A 51 // A 24,519 sat I wu+oca' 12 500 /sG�rl //� %rr°� I%� 4 : *� /A / /�. ,. l,1ti31'LS® /.! I 10 80 ,. RCM .t IE Aa T. ANNA nom IA �" ,/� I.' %%/� Neeesserie1r, (3 ?L wolf trams. �atro slearesee Dpntyssritt control ❑amseet1r eoitectore . . 12 AVM? 5-1 All rEmeo Y i �/� Mafia Chi 9 ��rr / // �/ r' t 495. 49 1• e) 67 1i. VACS LOW ,f�/����0 .��'tr� -i ( ( r ► e• �" .�G P / 29 , 08%8113//��� /� / /,l` ��� � �7� ✓ //+/ /,/ ; 3000.791.77��i�� //rl,�S%r�.h�5///��,- III ,� !!•/may k�/� /� /fiti X1.48 •� 1/�/ t/Y /t/�,. 382 ,. SPA= !P!M C 'r ���+�/� I�FI. 1���tf.�� !.1/.../22,80. ..°__.. )PJt(lPiS 51 �� !� �i!.E TI! , 9l r4 .4 31,886 4r, ; 32 338 i / ' + ' 13. INO r&I. cait0iisa (Musa a =or) 35,247 971i/NR WA 4ts maim BAIL MAX. Cass e(IA ,! SPLIT SY$T!MI vial 19 commit) a N�rN e41) !?os TZVTLIF.P.4 ,nth NINO si/PRaar Ud:E17 UNIT (OMP/CAC) IRA Magi' U T •SCIPAV r Uwix' f IJUIT (TYPI(AC) �•- lm.lraurs Jo %5T (11""t) SIR I 2LA4/ -/OD l-/OD N?2 .4(t 1luiT5 lERv(Wn/Cu /a' To JolsT6 r 1/11/7 QEru4au .414 1114r! L.1 /O4N6E 2 Roo _Lodatt ANT" (f/t4l, VA s ( rX/e4t (T // (TyP /C 4L) .14/4611E2 P Sion !w(.1Tgur t-I/4 .'tl 3 03"f4G AftT//0D.9 d!'J 3 iFCUQt' 011.31011 3themeES -- ToGETNCQ a more 141'3 ;416rA/AX: L*.o.37 'Jol3T (TYPICAL) L41175111U r (nrfrcAL) r. . do' M/si. I 1.46. HANdlT1 XDbs f - (TYP /tA1) u �uMI (rYP/rJJ) °JOIST HVAC SPECIFICATIONS HP -3, RV 3 SOMA= 6iscn ?Df. 1.0•1 Mt AIR tlliC1li11G CC11001501 85 'Y hAR LAAC1'littl8' SAIL[ 0,112291116 IDzz 6ATV*AYLD CWtiRSiMC ?DP. 331.1 1arRI GE NAST 22 Carrier mom LPfIC1Qit RAM m>*.;. 1r XL so. t042 _ , 1 IF clot 255 syt4lte' 20F3 3 .GtPACTi'T 44 , 200 COIL AIR NANDt,1i6 CITY 1 sa/yrvcs,rr per lapert rr 44 200 total withr. ,rte 340130'3 +taslble bee/hr. gm 1575 etc I 3.01.5 FR; 8(1 .c.A.i. .,.- -- e.a.b, I co Ty 44 200 total 1)teibr. pia 1575 cit AIN taI'G mom O. 4001048 weight 245 lam. I voltage •� 1� L 3•�alt6erelr�• 1575 0•55 •f.s.p..ia...4c 1025 t r.p.a. ! - -- b.ls.p.' d� cocas is. g. iia,YSS0111 r3 tAl vE;CCITT I'II t6 MOON 61s11 Prigi71110 right 0 lei Stosismessawnieswwwwilmoimp COZL SIDE =NA. rig t 0 left t L .1 3. Aiix is ic1 hex with 1 -i s11cI- meter; Vette * ** T'0IIII L:CkAUST TAP 5P%;!T CAT I111 F.F• - -1 1 3..-- � en, 11 ...,..�0 ! wodal ao.F 0.25 M. y. ie. 1120 -..� ieirvt XIt'�41. Cj / 10 hp 11 '0 volt/Ste /Ow ** tats. :err iet Chased Sloe. write* 021 it treat. {]p„eaoatts ecotrol weal Yowl ea I`"`0 3v _._ '..._..,.... sator 0slip is 0 hero titivate* 0mao+etle rs,ata,cton 6F2 $�Ci1'Rt:ATIC?aS_TGr At'+:3i55GFf_I_�� ,___ % 6tt 13 volt nit t /phase etbe r * 31.1 MR i nte5jratercl heating c> JpaCi ty �n21 • F. ** Unit mounted auxiliary heatc r. * ** With wall mounted variable sp. x twitch, SPLIT $Y3T M HVAC SPECIFICATIONS HP-1 t4 'FCU - -I HP.-. SA2'U ATa1 ettC'rit9R MP. 160'1 SAT1lMAfTD t IC(Sfloc Ti)'. .31'1 TM MA ammo G com�msa' t 485'°9 laMMtICEKen 22 4{aRt77AC'f111M3 SAID • • ., "NOM ErrtaXilt PATIO .�- =Wan lam. MPIt�1LI. II+O. 3$060 ! seiget„•m, 290 lbs. ioltnei.. 111,131/ 1� Semi? ... • . .CAPACITI 60.0(10 latulhlr. I Yon essor pore? imPu -14.11-..-.-.........-....-..0* . - ._.�....._._ MIAMI ti0,000 !total bteihr. -_e_._ I 4 aeeaIlae btu/hr. A� RulO@I SUE 2100 420 tare 'el.! 4 :• eeireeit1 miss /le. _ ttu ...meg1 , AIR 2° ft,S.b.l 670, ..„.b. 6?.- .a.b} •v.b.� - - _ n.6.JO. of SO ... •U9C RAIQ. No, 40�IO60 1 weight 2 lbs. I volt Agit ,o2OR /ice) /t voit /cpe /p*. , AIN tiMOF.xN6 2100 a.m.! 0.5 e.•.p..ir..w4 .1 1025 tee r.p.n. I. e.b.p. 1 3/4 stator It.pp. _ tart IOW SIAC IAO.MtilsC Es ridrtt 0 lest t cI , SI= CONS. 0 el Olt [� left Acc�sagttLa 'Ewc TT R ISLIt3 W.. ii t Af ii�Jt GL? 11 � r4 �` z Auxil heater 15 Imo'. Mixing box with Lin' * ** Tor= mum ?A11 s�zcls►rt:ATIaR FY -2 & Er.. -3 mtg. 1 ! model no. 'L8 1 2 ettl j 0.1257s.p. to. 220 .. - wort vane Input 105 -- -- y I rile, 1050 voltibtnlplxasg 1.15.t•f jj1 ** ielgi>�c AUCt I!I A7t�1 ST°CQ QN refit, 1 15 b,r 1 stage 24O/bO /3 voltPsts /obedn [Mused dire. *v1taib slip le ether Neeesserie1r, (3 ?L wolf trams. �atro slearesee Dpntyssritt control ❑amseet1r eoitectore . . ISM - * 42.9 MCI integrated heating tenacity @ 21°F. ** Unit mounted ancillary heater. *** With comb. light & exhaust fan time delay switch. :. SPLIT SYSTEM RL A U - LVETROi "3 onnri PAIAlLei TO fair - oval 4'_._; 100 ©t 85 �al•+r• 1 ✓D /3T PAN1! #-- --?- -- --- -" .BOTTOM CN040 Of 10 1,513 - D /owwe! MA / Va l Y - !/of o TO MCI. It IOW f'',' Non. /r. O.A. I der i6'/tQi k1Ot//! crG CONTA4.10115 - i//i,'EL(DED i ego M.ASOAI 141O0742/E6 TYPE 3ou4- - .5P2i16. t/,4/J jR (A4(. Of G HANGER 5) 3/7114(11 Mil 4 cAp CITY Of T074 of WIT Li TOTAL tdE/r /NT. MAx.1(1Ow4I5tt CAPACITY Of 445 165 Pig //au&EP Sit 441x, Nr3 1/A.71 8.`/1 /1147,496.47tOaQEMt'N ,M /N. J 1t iTIED JIIPPORT ONO& - 4/!V /T 4;<;4'4,14113 w ..tE Na /c ,v. 3 OR -. 1V , /14g3 maw dart ra 4.4•Lr e66 INGt E3 PLA�t1 M�TNDL�.�1'1 1/2 ilmof i.4/d UNIT /'.5000 (JNG5T,2aT a'1/4!JwE1 �- i 05' //1 tE Nark 406 Dou&e 41/Jim1/0/71 re, 0 -•1 Y4 -T/1ia' wi.�iVEQ ZOO it °0/A. 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SIDER & ASSOCIATES Machtinrcof Engineers 1104 Ntckarrcal. Svlte 204 Seri,;., Wi shingtow 90109 (306) Z8S -3S'b6 7 1, OM, E/ 4.11 VIE FOR PAY - 6TC,fty, Inc• °',P CE 4 �. MALL WIskeg,H ° 1-�7-, IL , '~:A.0 :JLAT/0/i/� Mwj ANA )J /(.AL Shre' i �1 M•3 F-Cti • 4 • • It2111C. lj0" fio0u AMP .01■011.,11.111041110.• A -2.6 1°C. '61116-OUT A-4 A' v NUN,. $W I TCHEp EXfSr --31/2!'(...,. TO i) . A- 3P RU5E/ 5'W. (AFPR':+X. 1 !a F T.) �r;�;�,�; iii In I 1 N:.Ti \l_'_ 300A >F �.. i' 1, a i F �1r. �.Jrl(iN 1 ' i A -2.+ — HP--I b.9 Kw - zoe,v. - I B -1r, A -30 5TU6 -OUT B-20 -3 #8 r_x f- r rYV\ I N RE (.ONN1 -c 1-60" PC.Ii - - I 3/4 I-IP- 208v. --3Zt COI Ii•3KW -2.05 -2 A -II f i • t v`- r. fN.'• • E F »4 1)3., HP- ZOBV -3W A -13 ABV. 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