The URL can be used to link to this page

7255 SW DARTMOUTH STREET-2 ADDRESS : -29$ff SW- twEtamX& - isNrecords\microFlmltargetslbuilding.doc Constnicttoo Inspection &Related Tests Carlson Testing, Inc. Geotechn"I Consulttn9 P.O. Box 23814 Special Inspection Tigard,Oregon 97281 Phone(503)684-3460 FINAL SUMMARY REPORT FAX(503)684-0954 February 14, 1996 #95-3116 Robinson Construction Company 21360 NW Cornell Road Hillsboro, OR 97124-9321 Re: Office Max - Tigard Permit #BUP94-0347 7255 SW Dartmouth Street #SIT94-0049 Tigard, re Gentlemen: This is to certify that the items listed below are in accordance with Section 306 of the State Building Code, we have performed random/pei:i.odic special inspection at the contractor's request- of the following items per our inspection reports only: Reinforced Concrete Structural Steel - Shop & Field Structural Masonry Keystone Retaining Walls/Grading All inspections and tests were performed and reported according to the requirements of Section 306 and, to t',e best of our knowledge, the work was in conformance with the approved plans and specifications, approves change o*.dens and applicable workmanship provisions of the State Building Code And Standards, as well as the structural. engineer's d,3sign changes and approvals. Our reports pertain to the material tested/inspected only.. Information. contained herein is not to be reproduced, except in full , without prior authorization from th- , office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Douglas Leach President mbh cc;: City of Tigard ANF & Associates MPR Architects Trammel Crow Co - John Lovelace CITY OF TiGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceilin Sprink. Rough-in Appr/Sdw,lk a `) Foundation P'bg. Underslab Mech. Rough-in Fireplace Post,'Beam Struct. Plbg. Top Out Elec. Hough-in F!NAL: Post/Beam Mech. San. Sewer Cas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underfir. Insul. Shear Wall Gyp. Bd. --_ Dale Requested: 111LL,1� Tim©: �"' AM PM Address: �>t' A Builder:f" 0 -30Lo j Permit S THE FOLLOWING CORRECTIONS ARE FW..OUIRED: Insper ior: ! Date:�Z�r /�APF'ROVED _DISAPPROVED ___APPROVED SUBJEC'- TO ABOVE Call For Reinsp. /— f -7—Aw pmppmw- w- PTI FICPTE OF OCCUPANCY AWITY O F TIGARD PLRMIT 0. . . . . . . A DUP94-0. COMMUNITY DEVELOPMENT DEPARTMENT DATE' IS4:iUED: 08/P2/95 1:1125 SW Hall Blvd.Tigard,Oregon *'Aigg (503)639-4171 PARCEL Il L 14UDRESSS. 07e55 "*,W DAR7140UT H ST SUBDIVISION. . . . 3 2 GN i NG t: G r."1) BLOCK. . . . . . . . . . I . . . . . . . A GLASS OF WORK. :NEW T'YPE OF USE. . . scom OCCUPANCY ORP. :BE OrCUPANC1.1 LOAD s665 T!~Ni-i. , NAME. . . tOFFICE MAS Repp,irk% .- Office, Maw- new retail %tore Owners ........... FRAMMFL.t. CROW EITS, INC, ............. TWO PATERCE PLACE ITA!3CA 1— 60143 Phone LEE R021INSON CONSTRUC'VION 360 NW CORNELL ROAD OR 97124 I'llone Reg #. . i 63141 Thi ,ii CertificAte certifies that i,hp above t-efer-enced building or portion thereof has been inspected for, L., amyl iance with the Tigard Suiluing Code for the group and division of orCLIpancy Arld LISP for' Which he above r-efewsancoad permit waw isq,Aed, and act-uponcy is hereby grant d. a"t I" I-D, .P .FIG Al. IIT. -p-C"TOR I Nb*0r `- POST' IN CONSPICUOUS PLACE meow AD, CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 6394175 -Business Phone: 639- L ``jj�� L Inspection:�. '�s.Q - Tj - Footing 6 Susp. Ceiling Sprink. Rough-in Appr/Sc'wlk Foundation Plbg. Underslab Mech. Pough-in Fireplace Post/Beam Struct. Plbg. Tri Out Elec. Rough-in FINAL: Post/Beam Meoh, San. S"@rpD Gas Line :Mao-- Plbg. Underfloor Rain Framing �ul r� Alarm Insulation (-Mech. Underflr. Insul. G Gyp. Bd. Elect. iea Date Requested: -/ Time: AM PM Address: 9uilder:p �z� a�(—SU�_ �,— Perm aM: THE FOLLOWING CORRECTIONS ARE REOUIR111,D: O .3 d 77 ONe` S/ fo( Rs, l .-►cam _ In actor: APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICF Inspection Line (Rec-O-Phone): 639-4'75 Buskiess Phone•. 639-4171 Inspection: Footing Susp. Ceilin Sprink. Rough-in Appr/Sdwlk oundation Plbg. Underslab Mech. Rough-in Fireplace PosIfBearn Struct. Plbg, Top Out Elec. Roi,,jh-in FINAL: Fost/Beam Mech. San, Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall ' Gyp. Bd. n (lec?•) � � Time:---AM PM Date Requested: __, Builder: ,� C\r .-?�(� - Permit 0—t7L C_ THE FOLLOW";�y CORRECT IONS ARE RW- JUIRED: Date: Inspector. APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPE;;TION NOTICE Inspection Line (Rec-O-Phonc-): 639-4175 Business Phone: 639 4 ?T 1 Inspection: " Footing busp. ceiling Sprink. Rough-in Appr/Sdwlk Fo.mdation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg, Top Out E;3c. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation Mech.J Underflr. Insul, Shear Wall Gyp. Bd. -Elect, Date Requested: _ _Time:____-_AM PM Address:_ _a= Builder: ►_ („0 Permit 1f:_ THE FOLLOWING CORRECTIONS ARE RE071F : In "'I7actor:_ i _ Date: �J V APPROVED r_Gi,,ArPROVED _APPROVED SUBJE T TO ABOVE _Ca:I For 3einsp. CITY OF TIGARD BUILDING INSPECTION NOTICE -lspection Line (Pec-O•Phone)� 639-4175 Buc ness Phone: G 171 r Inspection: Footing 'Susp. Ceiling Sprink. Rough-in A wlk Foundation Plbg. Underslab Mnch. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mach. San. Sewer Gas Line -Bldg. Plbg. ,mderfloor Rain Drain Framing umb. Alarm Water Line Insulation -Meeh. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requosted: ( 'me: --AM __PM Builder: (p .3�f (c Permit 4— 4215Y::O 47 T THE FOI-LOWING CORRECTIONS ARE REQUIRED: Inapecto _-- Date: PPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE —Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 husin4ss Phone: 639-4171 Inspection: /Q �•L_ ��G /� Footing iy_Ce ri c. Rou IIJ Appr/S Foundation F-Ihg. Underslah Mech. Rough-in Fireplace Pnsl/Beam Struct Plbg. Top Out Eiec. Rough-in FINAL Post/Beam Mach. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -F"umb. Alarm Water Line Insulation -Mach. Underilr. In:. Shear Wall qq Gyp. Bd. -Elect. Date Requested: -- _11� Time: AM NM Address: —7 Builder: . C',vat _Permit THE �OLLOWIMG CORRECTIONS ARE REQUIRED: S - 6 LGA G • �iV f�//(//j�r�1 r JtorDate:ROVED DISAPPROVED —_APPROVED SUBJE T O ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 \�U� Inspection:_ ltd -_L Footing Susp. Ceiling sprink Rougf� Appr/Sdwlk Foundation Plbg. Underslab Mech. Rougj j -- Fir dace Post/Beam Struct. Piing. 'Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor lain Drain Framing -Plumb. Alarm Water Line I:isulation -Meth. Underfir. Insul. Shear Wall Gvn Bd. -Elect. Date Requosted: —Tim ejim PM Address: Builder: �,) — ��_ Permit #: THE FOLLOWING CORP' ;TIONS ARE REOUIRED: s Ir Ins ector: Dater _ PROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE —Call For Reinsn. CITY OF TIGARD BUILDING INSPECT04'D-4ICE �? Inspection Line (Rec-O-Phone) 639-4175 Business Phone: 639-4171 Inspection, p�1�_ Footing Susp. �e I"8 Sprink. Rough-in Appr/Sdwlk Foundation Plhg. Und re slab Mech. Rough-in Fireplace Post/Bean, Struct. P;hg. Top Out Elec. Rough-in FINAL: Post/Beam Moch. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing Plumb. Alarm `Nater Line Insulation -Mech. Underflr. Insul, Shear Wall f Gyp. Bd. / -Elect. Date Requested:+ — Time:�AM PM �„] Address: ! d Builder: (7, Permit #: `� C7 —n i �j THE FOLLOWING CORRECTIONS ARE REQUIRED: 01 r Inspector. y _APPROVED __DISAPPROVEDAPPROVED SUBJECT TO ABOVE ^Call For Reinsp. CITY OF TIGARD BUILDINr- INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 6399- 1 Inspection: Footing (' Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Ai arm Water I.ine Insulation -Mach Under+lr. Insui. Shear Wall Gyp. Bd. -Elect. J Date Requested: ,'� -�� q TimePM Address ( )C Buiid� �� "•�� Permit #�ai, _C' .�`� THF FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: -- Date: Z __.. ROVED _DISAPPROVED ANOMMUNUM _Call For Reinsp. 1. CITY OF TIGARD ];iJIL. . .. PERMIT � �W COMMUNITY DEVELOPMENT DEPARTMENT DATE I CSUED: 0S/01/9 13125 SW Hell wird.Tigard,Cragnn 97223.8199 (603)ear 41111 PARCEL: 13136DC-02500 SITE', ADDRESS. . . 0725"37 SW DARTI4OUT'i 5T SUBDIVISION. . . . : ZONING: C-G PD BLOCK,— , . . . „ . . . LOT. . . . . . . . . . . . . s RFIGISUE: FLOOR AREAa---- --- _-_- EXTERIOR WALL LONSTRUCTION CLASS OF WORK—NEW FIRST. . . . :23490 sf Ni 5: E: W: TYr-,,E OF USE. . , :COM SECOND. . . : if PROTECT OPENING TYPE OF CONST. :5N THIRD, . . . : st N: 5: E: W: HEEHW, , P8RD 1 995 23490 if �Rph RRN-START DF I RC RET": 'f STOR. s 1 14T. .24 ft GARAGE— : s OCCU SEE''. RA'TEwD BSMT? s N MF Z Z?:N READ SETBACKS---------- FLOOR LOAD. . . . : psi f Ll-FT c ft RGHT : f t FIR SPKL:Y 5MPIJP DET. a N DWELLING UNITS: FRNrs ft REAR: ft h' IR ALRM:N HNDICP ACCsY DE"DRMS: BATHS: !MP SURFACE;00 PRO CORR:Y PARKING: VALUE. 8 : 50000 Remarks : Office Iylax-• rarest storage system **.NUndefined variable: not high rack storage 1, o *. . . . . . . . . . NO CERTIFICATE Or OCCUPANCY UNTIL ALL 'CONDITIONS OF '"Dr494--0024 ARE COMPLETE= AND APPROVED. Uwnerr --_._-_.__..._.__. ... ______ _._.____._____.____._.__. __.__.__..._..--_--___-__ , ELF TRAMMEiLL CROW BTS, INC type amount by date recpt TI, 0 PIERCE 'LACE: PRtlr $ 8,23. 00 JHF 07/�:E,/95 PLCK $ 183. 95 JHF 07/26/95 - 11-ASCA IL. 60143 FIFE $ 11 JHF .N7/26/rj5 - Phone #: 703-2135-2981 SPCT i 14. 15 JHF 07/26/95 - Contractor: OWNER Phone #: $ 594. 30 T'O'TAL Rey #. . : 00000171 ------ REQUIRED I NSPECT I(105 This permit is issued subject to the regulations contained in the Mi,SC. Inspection ��— Tigard Municipal Code, State of [ire. Specialty Codes ana all other Final insper-tiorl applicable laws. All work will be done in accordance with . I approved plans. This permit wi:l expire if work is not started ___ __ —• within 188 days of issuance, or if work is for morn than 188 days. — Permittee Signature : Issi-ted By : Call For insF)Q t: ion - 639- 4175 c I TY !1F 'T I GPF(O -- PEC:E I PT OF PAYMF'N'I' RECEIPT NO. t 9n-a6846@ CHECK AMOUNT t °;yti. W JoME t TRf)MMF-'l_L_ CROW CO. CASH AMOUNT t V►. Oio �1Di�FtF C;r' t 89:0 SW GEMINI IIA. PAYMENT DATA_ t 0712(.19s BEAVERTON, OR SUBDIVISION t 97005-- f URPOSE OF f-''HYMFNT AMULINI PA I D F'"LIRPOSE OF PAYMENT AMOUNT PAID l; I{U 1 Ltd I NG PERM �._ ~� 283. 00 P I RE L f F'E: AFF Y PLAN CK ��.I I:a. E.10 f'►._AN CHF-(".K FE 183. 95 ST. BUILD FUER 14. 15 ?RO SW DARTMOUTH - 7-58C; I 1 OTAL. AMOUNT PAID — — -) 594. 30 � CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 6 Inspection: Footing Susp. Coiling Sprink, Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rougt in Firf place Post/Beam Struct. Plbg. Top Out Elec. Hough in FINAL: Post/Bearn Mech. San. Sewer G Gas Line ) -Bldg. Plbg. Unrierfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -tip och. Underflr. Insul. Shear Wall Gyp. Rd. -Elect. Date Requested:_ Time: X AM PM Address: -k Builder:LLM56 n Permit #: THE FOLLONING CORRECTIONS ARE REQUIRED: Inspectors: — Date: 1 ` — l`Aff ED i_DISAPPRUVED _APPROVED SUBJ CT TO ABOVE _Call For Reinsp. CoryiMgrgial ftilding Pefff rit AD Iic City of Tigard 13125 SIN Hall Blvd. Tigard, OR 97223 rn (503) (339-4171 �aI^Ae Jobsite Address: -� Tenant: 'Mew", Suitese Only� /� Valuation: J" ,C 1.�sg' Planck/Rec # �� - Permit #.11-t Owner. Y'r�x�vtr. _roW �►r /�i. - Map & TI # Address: L 3J S'W' vim„ jI - e�c Q� �7<� r Approvals Raired Planning Phone: 00 --- Engineering _ ^ A N �x-*' Other Contractor: Address: Type of const: a C. Occupancy class: Phone: Sprinklered? Yes No c;ontrac:or's License # _ _ / (attach copy of currnnt Oregon license) Sq. ft. of project . I CL .ontai,t name & phone. _ _--W_ Story (1st, 2nd, etc.) Proposed use: A rchitectlEngineer: _ Previous use: ��)r- Address: Note: Plumbing & mechanical plans must be submitted at time of building permit application. Picone: JOB DESCR!P•i'ION: �1 WN Appllnt Sign ure Phone number Received by _��'I�tQQ�� Date Received: �� Permit # Account Description Amount Amt. Pd. B&I. Due Bldg. Permit (B!:ILD) l 7 r^1 3 Plumb. Permit (PLUMB) _ Mech. Permit (MECH) State I ex (TAX) / t 1 �J Bids) Plumb. Mech: I ;• S r Plan Check (PLANCK.) Bldg: Plumb: Mac h: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) M Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (T:F-MT) _ Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-O) _ Water Quality (WOUAL) _ Water Ouantitv (WOUANT) Fire Life Safety (FLS) 1 Erosion Cntrl Permit (ERPRMT) Erosion PlanckiUSA (ERPLAN) Erosion Planck/COT (EROSN) _ TOS ALS: ,y ��w CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639---41-15 Business Phone: 639`417) kA/ Inspection. 9-4— - lw Footing Susp. wiling Sprink. Rough App Ik Foundation Plbg, Underslab Mach. Rough-in Fir I e Post/Beam Struct. Plbc;, Top Out Elec. Rough-in FINAL: Post/Beam Mach. San. ',ewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. R Elect. Date Requested:� ��,�_ -7/? Time: M� PM Address: Builder: _ --3 OU _Permit THE FOLLOWING CORRECTIONS ARE REQUIRED: t tora^PROVED DISAPPROVED _APPROVED SUBJECT TO BOVE Call For Reinsp. CITY O 'IGARD BUILDING INSPECTION NOTICE Inspection Line ec-O-Phone): 639-4175 Busine: Phone: 639 Inspection-- Y Footing Susp. Ceiling Sprink. Rough-in Appr Foundation Plb;. Underslab Mech. Rough-in Fireplace Pnst/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL. Postt[?eam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor RE in Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: US' Tims. AM _ 'M Address'5–r— ��jAllJi/��1 Builder: Permit e)/ 'Ufb� THE FOLLOWING CORPECTIONS ARE REQUIRED: Inspector: _ Date:_ z �S _APPROVED ,DISAPPROVED „APPROVED SUBJECT TO ABOVE ,all For Reinsp. Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Planck/Rec. # Permit # - L!� Phone (503) 639-4171 Date Issued CITY OF TI(�A1RD FAX (503) 6847297 Issued by TDD No. (503) 684-2772 Inspection (503) 639-4175 1. Job Adcrress: 4. Complete Fee Schedule Below: Name of Development �c.� 1ti f�►`� Nurnbw i.f Inspections per permit allowed Address7� z��gfZTYY1CQ�� _�` Service included: Items Cost(ea) Sum Gi /Stats?/Zip ( f ) 48. Residential-per unit 4 ty ---':—�� I; tr', It or less $11000 Name or name o usiness /" \C ft�f 8srh on t thereof fi00 ea h or ( ) _ � iced tergyol $2500 1 Commercial Residential❑ Each Energy 112500 Each Menu1'd Home or Modular 2 Dwelling Sorvice or Feeder 11188 00 2a. Contractor Installation on1l: 4b.Services or Feeders � � ,, Installation,alteratun,m relocation 2 Electrical Cor,tractor_ryj*i VJ C _ 200 amps or lose __ 280 00 2 Address es r 1---Vtp.C, 1 201 amps to 400 sips sea 00 2 ..�+y401 amps to 600 amps 2120 00 2 City r1 . State D (4 Zip q 7?_3 Z 601 ar.ps to 1000 amps —� 1116000 — 2 Phone No. Over 1000 amps or volts =040.00 2 Contractor's Licen;e No.__�.6-,to cL-S Reconnect only $50 00 Contractor's Boare Reg. No. !ti 10'1 4c. Temporary Services or Feeders Instellstx ,alteration,or relocation 2 m 'n 200 amps or lose $5000 2 Signature of Supr. Elec , _ 201 emFe 400 wnx 100 2 License No. �'f3S I Ph No. 401 ompe 10 800 empo —_ 1110000 00 Over 800 srnpa to 1000 volts 2b. For ownor Installations: see W awe 4d. Branch 'Ile Print Owners Name _ New,alteralron or extension per panel Address — a)The too for branch circude»yfh purchase of some or Arsatsr Ase. 1 City _ State- Zip Each branch circuit $500 Phone No. _ b)The fee for branch arsine wffftour The installation is being made on property I own which is prurchaN of eerYks or ANdIr Are. 2 First branch circuit $35 111 not intended for sale, lease or rent. Each additional branch circuil 26 Co —i— Owne,'s Signature _ 4e.Miscellaneous (Service or feeder not included) _ t 3. Plan review section (It required): Each pump or❑rirm lig tingcirc $4000 2 Each sign or outline lighting � $4000 _ Signal cirutid(s)or a limtlad energy 2 Please check appropriate item and is-ter fes in section 5B. panel,alteration or extension $4000 _4 or more residential units in one structure Minor Lel oln(10) 210000 Service and feeder 225 amps or more System over 600 molts nominal V.Each additional Inspection over th Classified area or structure containing special occupancy Per al ec.twn a in any of the above as described in N E.:; Chapter 5 Per ropers on 1156 0000 In Plant 155 00 Submit 2 arts,of plena with application where any of the above apply. Not required for temporary construction services. 5. Fees: 0� NOTICE 5a. Enter total of above fees $ 5%Surcharge(05 X total fees) $ PERMITS BECOME tiOID IF WORK OR CONSTRUCTION Strbrore/ E AUTHORiZED IS NL)T COMMENCED WITHIN 180 DAYS,OR I" 5b.Enter 25%of line A to CONSTRUCTION OR WORt,IS SUSPENDED OR ABANDONEfP -OR Plan Review if requirod(Sec 3) $ �_..�. A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subtotal $ COMMENCED. ❑ Trust Account# $ I Balance Due �J $ �z �sap y 1 1'1 C I'r Y 04" T I GARD _ RECEIPT OF: E"1AYMENT RECE I rT Nil. r 9`, CHECM AMOUNT s 69. 00 (1AME r MUL.TI-LIGHT BROADWAY CASH F,,.M UNT s 0. 00 Gaf:DPESS r SIGN CO. , TNC. PAYMENT GATE= 6 07/r 1/95 32555 ME BROADWAY subD I V I S I ON r PORTLAND, OR 972,32-- PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PIaID ELE=CTk!CAL PURMIT 41b. 0Q) ST. BUILD PER 2. 00 ! U)ND JSE= ADPL 1 I i..0 95--Vk195 & SIGN PERMIT (� I 1 111 A .. AMOUNT PAID F,7. 00 1 CITY OF TIGA 1D BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639.4171 Inspection: ��}� ._ �-e Ztkt, Footing usp. Sprink. RougiIS n Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Bearn Struct. PIb9. Top Out Eler. Rough-in FINAL: Post/Beat.i Mech. San. Sewer Gas Line BICg. Plbg. Underfl(x.)r Rain Dain Fram ng -Plumb. Alarm 'Nater Lins Insulation -Mech. Underflr. Insul. Shear Wall / Gyp. Rd. &----'Elect. tWa Date Requested://c�5 Time: AM _PM Address: L = Builder: -7 THE FOLLOWING CORRECTIONS ARE riEOUIRED: 77 4L firy 1 � Inspector: _ Uate: _�,� PPROVED DISAPPROVED _APPROVED SUB.;ECT TO ABOVE _Call Fcr Reinsp. �_ J Testing, Construction Inspecttrm A�Related Tests Carlson Testing, Inc. Geotedff*err: P.O.Box 23814 July 13 , 1995 Tigard,Orelion 97281 ♦9 5-3116 .C T I Phone(603)6843460 Permit No. BUP94-0347/SIT94-0049 FAX(603)684-0954 FIELD INSPECTION REPORT DATES COVERED: July 12, 1995 PROJECT: Office Max ADDRESS : 7255 SW Dartmouth Street - - Tigard, OR INSPECTOR: R. Steele #639 ♦07- 12-95 : CTI representative was present on site to provide visual inspection as a final observation of the structural steel and decking for this project. To the best of CTI representative' s knowledge there are, at this time, no known unresolved issues and al) things are in compliance to UHC 306, print and engineering specifications , as well. as, AWS D1 . 1-94 and AWS D1 . 3-89 as it pertains to the structural steel and decking. Our reports pertain t:, me material tested/inspected only. Information containe.l herein is not to be reproduced, except in full, without prior authorization from Luis office. If there are any further questions regarding this matter, please do not hesitate to contact. this office. Respectfully submitted, IJ�EST ,Q INC. s r =•ache cc: Robinson Construction Co. City of Tigard MPR Architects Trammell Crow Co. -- John Lovelace ANF & Associates CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Roc-O-Phone): 639-4175 Business Phone: 6:39-4171 Inspection:— x/1/1 Footing 4 LXF / usp. Ceilin-g—�` -�-�Sprink. Rough-in Appr/Sdwlk Foundation 'Ing. Underslab Mech. Rough-in Fireplaa9 Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: JV Post/Beam Mech. S , j Gas Line Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall y . B -N -Elect. Date Requested: ��—�--Time:LAM PM Address:_2 2 5,__ Builder. & Permit `f/ -� THE FOLLOWING CORRECTIONS ARE REQUIRED: J97 �.��i'7 Inspector: _ Date: `APPROVED _DISAPPROVED __APPROVED SUBJEC' TO ABOVE ._Call For Rcinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: —T-- Footin, _AKIP. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Ibg_Top Ou E;ec. Rough-in FINAL: Post/Ream Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall ( Gyp. 5d. -Elect. R Date Requested: ��-- \n S Time: AM _ P Address•._��--�� L�'�11 �t Builder: (_n — S c�- Permit tYi ai 9 Y _(Jct tO THE FOLLTTOWING CORRECTIONS ARE REQUIRED: Inspector:/ '` Date: J�APPROVED __DISAPPROVED —APPRCVED SUBJECT TO ABOVE / — Call For Reinsp. Construction Inspection&Related Tests Carlson Testing, Inc. � P.C. Box 23814 JOB No. 95-3 116 _ Tigard,Oregon 97281 JU 1 10 , 1995 Phone(503)684-3460 REPORT OF IN-PLACE DENSITY TESTS FAX(503)684-0954 Client _ ROU IN'.UN _LRUCTa.UN E IUP94-034 7/`:>1 T94-OC Project UFF ICE MAX . 11 GARD 7255 SW DARTMOUTH 5T TIGARD OR Material Description J_JGl+T _U$�_kJh C�SILT _ —_ Max. Dry Density 117 .6___.._Ibs;./cu ft. Optimum Moisture --13 .0 _ % Method of Test _JaASH1'G 1 -180 Serial II _ 23538 NUC 3440 DATF OF TESTr % AD.I. ELEV. FIELD IN-PLACE DENSITY % �( TEST L O C AT!O N r)ARSE MAX. MOISTUREI.BSJCu.FT. I TEST NO PARTICLES DENS. FT• >6 E — - COMPACTION 1 PARKING AREA FILL_ +1 ' c, 29 17 .0 1_27 . 7 109 . 1 93 NC � � PARKING AREA FILL +1 ' I (1-29 1:' .; 135 .4 1 ] . 1 98 NG :3 PARKING AREA FILL +11 6-2?1 _ 1 16 .- .132 .x3 11'1 .7 til NC — PARI:ING AREA FI!_L +2 .5 - ( lf3 .A 125 .2 105 .9 140 N(. PARKING AREA FILL 2 .` 77 16 . 3.26 .4 108 .8 92 ( PARKIING AREA FILL +2 ' 16 . 125 .7 108 .4 9 7 PARKING AREA FILL +]. ' 7 r, 18 . 126 .9 10; .3 91 NC 8 PARKING AREA FILL 17 . .1 .127 .(1 108 .5 94 Remarks: 90 f OMPACTION REQUIRED ccs CITY OF TIGARD ANF & AB`-.00IATES MPR ARCHITECTS TRAMMELL CROW CO -- JOHN I_OVELACE S . LEACH /MM Tested by __ _ _ CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Susp. Ceiling Sprink. Rough-i, Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace P--Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rair, Drain `F timing -Plumb. Alarm Water Line Tnsu a ion -Mech. Underflr. Insul. Shear Wall Gyp, Bd. -Flea nate Requested:_ �� Time: L _ZAM PM Address:__ Z S� 0,006' Builder. �7- 3C –7�Permil N: C/C (2113 THE FOLLOWING CORRECTIONS ARE REQUIRED: 12-1 —E--� _LCs;• _ C.1J�� ' t'` Inspector; Date: XXPPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE —Call For R Ansp. C CITY OF TIGARD BUILDING .ISPECTION NOTICE / Inspection Line (Rec-O-Phone): 639.4175 Business Phone: 53 4171 Inspection: Footing Susp. Ceiling Sprin''..ough-in Appr/Sdwlk Foundation Plhq. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam COleeh. San, Sewer Gas Line -Bldg. Plbg Undertoor Rain,Drain F•aming -Plumb. Alarm Water Line �tio -Mech. Undertlr. Insul. Shear Wall Gyp. EI t. Date Requested: > Time: AM = J Address: Builder:- 6-, � Permit tl. Snn I 7 y Oc�� THE FOI LOWING CORRECTIONS ARE REQUIi!ED: Inspector. __ Date: �. PROVEU DISAPPROVED ___-APPROVED SUBJECT TO ABOVE Call For Roinsp. Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Planck/Rec. # _ Permit # j - Phone (50r:' '39-4171 Date I,sued --L-� FAX (503) 3&1-7297 y- CITY OF TIGARD TDD No. (503) 684-2772 Issued Inspection (503) 639-4175 1. Job Address: 4. Complete Fee Schedule Below: Name of Developm t� Number of Inspections pot permit allowed JddfeSS cL�' Service included Items Cost(ea) `tum City/State/Zip_ _ �. � , I 4a. Residential-per unit / 1000 sq It 0,lose $11000 t Name (or name of buslrwss)� �' � / Eads ion th r 500 eq It or �-+�-- portion Ihered $2500 1 Commercial Residontial n Limited Energy — $2500 ----- Fadt Mamrt'd Home or Modular 2 ITvelhnq Ssrvir»or Feeder sm 00 2a. Contractor Installation only: ., 4b.Services or Feeders j' Installation.alteration or roloralion 2 Electrical C ntra for : �' 200 amps nr Nras .W 00 +�Cr%' 2 Address r 20'amps to 400.amps _ 140 00 T� 2 Ci Stake Z.i 401 empe to 800 amps $12000 _ 2 '7 _ � ' _ p 001 amps to 1000 amps $111000 2 Phone N0. _ Over 1000 amps or votes 7:14000 2 Contractor's License N0.__ Reconnect only $6000 Contractor's Board Reg. No._� �� 4c.Temporary Services or Feeders Installation,alteration.or relocation 2 Sigm3ture Of Supr. EIeC'n G -� 200 amps o•less _ $5000 2 /' 2.Ot amps tc 400 range $75 00 2 License No.2�c��__Y Phone No.�Z- j 401 amps to eoo amps $le000 Over 600 amp!to 1000 volts 2b. For owner Installations: moo V shows 4d. Branch Circuits Faint Owner's Name _ New.allarahnn or extension per panel Address if The lee lot branrh circults 1Nfh City State Zip _ purchrer of eervlce or tender ire 2 Farb branch arrud $5 00 Phone N(' _ b)The fee for hrnwh circuits Wthouf The installation is being made on property I own which is purchsee or enrvko or Moder Iter. 2 _ not intended for sale, lease Or fent. Frei branch cvnid $35 00 2F.ach additional branch circui $500 Owner's Signature _ 4e. Miecildlaneous (Service or feeder nr)t included% 2 3. Alan Review section (if required): F-ach t,dmp or irrigation drde $AO oo 7 Fair sign nr ouiline lighting $4000 Signal cucuft(s)or a limited energy 2 Please check appioprists item and entor fee In section 513. panel,alteration or extension tA000 4 or more residontial units in or1P structure Minor Labels(10) $10000 Service and feeder 225 amps or more _^—5yrtem over 600 volts nominal 4t. Foch additional Inspection over Classified area or structure containing special occupancy the allowable In any of the above as described in N E C Chapter 5 Per inararaon $3500 Per hour $5500 _ —�� Submit In Plan( $55 Qu 2 sets of plans vi application where any of the above --' apply. Not required for i6i-oporery construction+, services. 5. Fees.- NOTICE ees.NOTICE 5a. Enter total of above fees $ (� 5%Surchargo(05 X total tees) $ PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subroral $ AUTHORIZED IS NOT COMMENCED WITHIN 160 DAYS,OR IF b. Enter 2.5%.of line A for CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR plan Ilsvlew if requirer (Seca; $ A PERIOD OF 190 DAYS AT ANY TIME AFTER WORK IS Subtotal $ COMMENCED ❑ Trust Account N $ Balance Due s 1.3 .aencare.w.1..om�o CITY OF TICAPD RECEIPT OF PAYMENT RECEIPT Nn. 05-21"67580 (','HECK AMOUNT 1352, 00 NA;iE MID-VALLEY ELECTRICAL CASH AMOUNT t (A. $Am ADDRESS t cnNT PACTORS, I INC. PAYMENT DATE t 07/05/95 `;•`30 lW JFAlq RD SUBDIVISION LAKE 0SWER0 OR 9703S- PURPOSE* OF VAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID ELETRI L. PEOMIT 5P.. 00 PLAN CHECK FE 2(-0. 00 7,F55 ,SW DARTMOUTH (W'�_Iuf: MAX '10rAL. WOUNT PAID 135P. elo CITY OF TIGARD RFrEIPT OF PAYMENT RE.CEIPT NO. c,j7---P67580 CHECK AMOUNT a I_ Z2. 00 NAML a MID—VilLLEY FLECTRICAL CASH AMOUNT a 0. 00 ,A)DRPSS R CONTRACTORS, INC. PAYMENT DATE z 07/12154/95 5950 SW -JEAN RD !3USDIVISION LAKE CISWE00 VIR 970,75— PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID WI TAI_ PERMIT 112+411. 00 ST. BUILD PER (IN CHECK FE 260. 00 Z55 SW DARTMOUTH (IFFICE MAX I"97 AL AMOUNT PAID I 35 1. owl Carlson Testing, Inc. Construction Inspectionu�l aeL�,dnsultL��s July 3 , 1995 P.O. Box 23814 ♦9 5-3116 .CT I Tigard, Oregon 97281 Permit No. BUP94 Phone(503)684-3460 034'7/S1T94-0049 FAX(503)684-0954 FIELD INSPECTION REPORT DATES COVERED: June 30 , 1995 PROJECT: Office Max ADDRESS : 7255 SW Dartmouth Street -- Tigard, OR INSPECTOR: R. Steele #639 ♦6-30-95 : CTI representative arrived on site to provide visual inspection of the roof deck. Observation showed sound weld quality and compliance to print specification, as well as AWS D1 . 3-89 . All welds are acceptable. Deficiencies were found at Grid Lines F to F. 5 at 1 . 3 perimeter, C to D on 1, A at 2 to 3 . 5 . Further inspection needed at deficient areas. Weld procedures and welder certifications are on file at CTI . 4 417,1,600 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully su mitted, CAR LSON TESTI INC. Dougl W. Leach President RS :ecp cc : Robinson Construction Co. City of Tigard MPR Architects Trammell Crow Co. - - John Lovelace ANF & Associates Constructton Inspection&Related Tests Carh,on Testing, .Inc% ►nlcw C"16uUin9 July 3 , 1955 P.O. Box 23814 Ju ♦ 3116 .CT I Tigard,Oregon 97281 9l- Permit No. BUP94--0347/SIT94-0049 FAX 84.09540 FAX(503)684•G954 FIELD INSPECTION REPORT DATES COVERED: July 3 , 1995 PROJECT: Office Max ADDRESS: 7255 SW Dartmouth Street -- Tigard, OR INSPECTOR: R. Steele # 539 ♦07-03-95 : CTI representative was present on site to provide follow >>p of perimeter welds that had been missing. Welds for missi:ig areas noted on report dated 6/30/95 have now been applied and are acceptable . All vrelding is in accordance with AWS D1 . 3-89 and print specifications . ♦413,I,bro Our reports pertain to the material tested/_' - spected only. Information contained herein is not to be reprouuc,�d, except in full, without prior authorization from this office . If there are any further questions regarding chis matter, please do not hesitate: to contact this office. Respectfully submj.tted, CA , SON TESTI INC. DoliglLeach President RS :ecp cc : Robinson Construction Co. City of Tigard MPR Architects Trammell Crow Co. John Lovelace ANF & Associates CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-n-Phone): 639-4175 Business Phone: C39-4171 Inspection:_^ Footing _-Z-Ceiling Sp ,nk. Rough-in Appr/Sdwlk Foundation PI'ig. Underslab Me,-', Rough-in Fireplace Post/Beam Struct. Plb,i. Top Out Elac. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Umierfloor Rdm Drain ram- ' -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Plect. Date Requested: ? Time: AM PM Builder: (� � (- 1�)�� Permi :Z ,_.f _U 3 �7 THE FOLLOWING CORRECTIONS ARF REQUIRED Insp tor: � — '� _ Data: `� � 7 --1 APPROVED DISAPPROVED __APPROVED SUBJECT TO ABOVE Call For Reinsp. Cunstrrctton Inspection&Related Tests 4dr Clson Testing, Inc. C""duzicalC" P.O. Box 23814 Tigard,Oro�on 97281 MOISTURE -- DENSITY RELATIONSHIP CURVE Phone(501) 6843460 FAX(50.)684-0954 Client: ROBINSON CONSTRUCTION COMPANY 7-2-95 Project: OFFICE MAX — TIGARD 95-3116 PERMIT NO.BUP94-0347/SIT94-0049 Location: ON—SITE Sample: LIGHT BROWN CLAY SILT Test Method: AASHTO —180 METHOD"C",T27,T2655 Sample Methods: AASHTO T-2 Preparation Method: MOIST Type of Comp.Hammer: CIRCULAR Compactive Effort: MANUAL Percent Passing 3/4"Sieve:95.0% Oversized Material: REMOVED E iteReceived: 6-30-95 Date Tested: 6-30-95 OPTIMUM MOISTURE: 13.0 % MAX.DRY DENSITY: 117.6 Ib/Ft3 122 ' 120 -- - — ao rlls -- --- N 1w117 — C 116 - 115 - 114 11 13 14 1S 16 17 Is MOISTURE CONTENT (S) Zero Air Voids Linc Based on Assure-A Specific flravity = 2.74 cc: CITY OF TIGARD ANF&ASSSOCIATES MPR ARCHITECTS TRAMMEL CROW _-O —JOHN[.OVEL.ACE Information contained herein is not to be reproduced,except in full,without prior authorization. CITY' OF TIGARD BUILDING INSPECTION NOTICE Inspection Lina (Rec-O-Phone): 639-4175 Business 'Phone: 171 Inspection: 0 hn �� L � Footing Susp. Ceiling Spnnk. Rough-in r/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top O,jt Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plby. ! nderfloor Rain Drain Framing -Plumb Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: � (�o /- Time:--AM PM r� Address: Builder:_—_LS ��)yL Permit (�� LY -� 3 q 7 THE FOLLOWING CORRECTIONS ARE REQUIRED: (J Inspector: ------- -- Date: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE --Call For Reinsp. PETER S. HIGGIN'S & ASSOCIATES � Consulting Structural Engineers JUN 3 p 19" LETTER a F 1225..F NOPTH PACIFIC GLENDALE, CALIFORNIA 91202 kUUIWJUIV CUNSIRU(; ,T,RANSM1TTAL Phone 818-5,19-0072 TO: 7 ' d`>'� Job No. L7_ZI _ Date Z �Orl)ell CoD __W ' 241 FRO � �� - — _ / SUVJECT A TTN: C4.0-rlal -- ��.� co'V 5- 96 3J We are seeding you: Attached Via: _Mail/UPS Ground _2nd Day Courier _Awaiting instructions !Under separate cover Overnight Courier _Pickup _Other COPIES DOCUMENT IDENTIFICATION DESCRIPTION/ACTION PSK 1 _�� CALCULATIONS PSH O — RAWINGS m � tie�s�.rCmA,.� mf-�fAlm r These are transmitted: , _For approval Approved as submitted �For Building Department `LFor your use —Approved as noted _For your records For review and comment _Returned for corrections _Other _ REMARKS RECEIVED IUI 1 COMMUNITY OLVELON10I Kindly contact us immediately i/enc!osures are not as listed Construction Inspection&Related Tests Carlson Testing, Inc. Geotechnical Comsulffiy June 26, 1995 RO, Box 23814 ♦9 5-3116.CT I Tigard,Oregon 97281 Permit No. BUP94-0.347/SiT94 Phone(503)6843450 0049 FAX(j03)684-0954 FIELD INSPECTION REPORT DATES COVERED: June 23 , 1.995 PROJECT: Office Max ADDRESS: 7255 SW Dartmouth Street -- Tigard, OR INSPECTOR: R. Brown #602 ♦6-23-95 : cTT representative witnessed that roof joist and girder welds at Grid A-G/1-5 are completed and accepted, except as follows : A) Grid A at 2 and 3 - welds incomplete . EJ) Grid 2 at C and D - welds incomplete. C) Grid 3 at D and F - welds incomplete. CTI representative also witnessed Robinson Construction and Barlow Mobil Welding weeders for sheet metal deck puddle welds . ♦373.1.600 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectf/Leach mitted, N 1INC. �I, TB: as dt p cc : Robinson Construction Co. City of Tigard MPF: Architects Trammell Crow Co. -- John Lovelace ANF & Associates ronstructlon Inspection&Related Tests Carlson Testing, Inc. r..eotechntcal consulttng P.O. Box 23814 June 23 , 1995 Tigard,Oregon 97281 ♦9 5-3116 .C T I Phone(503)684-3460 Permit No. BiJT-194-0347/SIT94-0049 FAX(503)684-0954 FIELD INSPEC'T'ION REPORT DATES COVERED: June 22, 1995 PROJECT: Cf.fice Max ADDRESS: 7255 SW Dartmouth Street -- Tigard, OR INSPECTOR: R . Steele #639 ♦6-22-95 : CTI representative arrived on site to provide information and consultation of weld procedure and welder qualification. Client will review informdtion and get back to CTI with further. instructions. ♦413JAW Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are dny further questions regarding this natter, please do not hesitate to contact chis office . Respectfully su ' tted, rrRN/'I'E T INC . W Leach Pnt S:ecp cc: Robinson Construction Co. City of Tigard MPR Architects Trammell Crow Co. -- John Lovelace ANF & Associates Cons..action Inspection b Related Tests GtLi son Testing, Inc. � conmztin4 6X12 CONCRETE REPORT OF _..� _.,_TAT SPECIMENS P.O.Box 23814 ASTM C172/C1231/C39/C31/C1064/C143/C231 Phone(5U3) -346 97281 Test Methods: _.__ � Phone(5U3)684-3460 -- FAX 0 684-0954 46/16 95 9:x-•3116 BUP94-0347/SIT94– DateMolded: _______ —. 19- Job No. ---- Permit No: - - 0049 Client: _--_-_POBINSON CONSTRUCTION OFFICE MAX - TIGARD Address: ___ 7255 SW DARTMOUTH ST TIGARD OR ROBINSON CONSTRUCTION CO Sub Contractor: C:ontraclor. - -- ---- ----� concrete Supplier. LONE STAR NORTHWEST, _ nick No. --171 ____Ticket No. c:nst By: J . Bi-ACK ,------- — Cu.Yds. --- 10 —Load No.] ------- – RAINY -____Temp.High: 66 52 _--- -Temp.low. Weather: _. -- ----- SOUTH EAST OF SLAB POUR OFFICE MAX BUILDING Location of Placement -------------------- ---�— b-22AM 61 _--- Concrete Temp: — --- - 4000 Strenqth Requirement: �--. __.__ _-_--___._A____ _— PSI® _28 days Slump 4.1 - Cement Type — -- 2�,t 3 .25% Mix No,/No.Sacks ,-- ------ Air Cor tent Max.Aggregate -- Admix.Amount: ------Brand: __--}Admix Amount: ---Brand: Set Test® Register Date Date Total Area Unit Report Tested Days - Number_ Recd Test Load - _ PSI No. ey I 7 2962 06/19 OF,/23 99 ,H65 28 .44 510 ?P 26 2962 06/19 07/14 142 ,380 28 .30 S030 JB 28 2962 06/19 07/14 145 ,440 28 .30 140 JB Remerks, Co:CITY OF TIGARD _! ANF 8 ASSOCIATES MPR ARCHITECTS TRAMMELL CROW CO - JOHN LOV'ELACE #3 REBAR 19" O .C . Informatiin contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. C'0DfdL*n;iCd COUAdtiNg REPORT OF6X12 CONCRETE TEST SPECIMENS -- — - P.O. Box 23814 mSTM C172/C1231/C39/C31/C1064/C143/C231 Tigard,Oregon 97281 Test Methods: _ _._—__ — ,--- Phone(503)684-3460 FAX#684-0954 06/.16 95 95-3116 BUP94-0347/SIT94- Date..folded: —_ ___ ' 19 )bNo. -- -- Permit No: _- 0049 Client: ROBINSON CONSTRUCTION CO - _— — Project -- OFFICE MAX - TIGARD ---- ----- ---- ------- — —------ ---- -- Address: _7255 SW DARTMOUTH ST TIGARD OR --_---_------ -_ — Contractor W_—ROBINSON CONSTRUCTION CO —Sub Contractor: LONE STAR NORTHWEST 109 Concrete Supplier: _. ---- __Truck No. — —___—_____Ticket No. J . BLACK 10 11 Cast By: --- -- ------.... --------—Cu.Yds. —Load No. ---------.-- _. RA I NY 66 52 Weather: Temp High: _ _.___Temp I_ow: _— SLAB POUR , SOUTH CENTER OF SLAB Location of Placement: -------- -_. — - -- -------------------- --�TestTime: 7'45AM Concrete Temp: _f'------__--- 4000 26 4" Strength Requirement: — _—_—_—_ _ _.—PSI G - days Sump�. Cement Type . Mix No./No.Sacks 241 Air Content -t .75% 7 % -- Max.AggiNgate —_------ Admix.Amount: _—Bra^.•1: _.__-- _--—Admiu.Amount ---_—. Brand Set Test( — Register Date Date Total Unit Report Terred No. Day:, Number Rec'd Test Load An3a PSI No. By TI 7 2963 06/19 06/23 106 ,040 28 ..'7 750 JB 28 2963 06/19 07/14 1460630 28 .22 200 JB 28 1963 06/19 07/14 143 ,170 28 .22 5070 J3 Remarks: Cc:CITY OF _TIGARD — ANF & A_iSOCIATES MPR ARCHITECTS TRAMMELL CROW CO JOHN LOVELACE Information contained herein is not to be reproduced,except in full,without prior authorization from thf;office. Carlson Testing Inc. CO1�`cttOn Inspection &l�e'Wted Tests ;md Ckipmfii$ RE_ PORT OF 6X 12 -- CONCRETE _TEST SPECIMENS — -— - P.O. Box 23814 Tigard,O-egon 97281 Test Methods: ASTM 0172/C1 1iC39/�31/C1964/C1 W--C23,_--_.--- Phone (503)684-3460 F;Y#684-0954 Date Molded: _— 06/16 — 19_ 95 Job No. 95•-_3116_ Permit No: BUP94-0347/SIT94- _ 0049 Client: _--_ROBINSON CONSTRUCTION CO Projert: OFFICE MAX - TIGARD Address: - 7255 S14 DARTMOUTH ST TIGARD Of,, Contractor: ROBINSON CONSTIRU IT T`JN CO cub Contractor. Concrete Supplier: ..,.LONE STAR_NORTHWEST Truck No. — 265 _ TiccetNo. 280852_! Cast By: -- -J J . BLACK_-- ----- - -Cu.Yds. —_ 10 .-------Load No.2-1-- — RAINY Tem High: _-66 __— _Tem Low: 52' Weather: ___- --- ----- _.� _--._ p. p. ---- Location of Placement: SLAB POUR , NORTH CENTER OF SLAB .-_____ -_Test Time: ------------Concrete Tem 63 Strength Requirement __4000 — —PSI a _ 2 -- days Slump 4_ .5 Cement Type Mix NoJNo.Sacks --.. 241 Air Content - 2 .9% Admix.Amount: —_ __ Brand: — -Admix.Amount: Set Test® Register I Date Date Total Area Unit Report Tested No. Days Number Recd Test Load PSI No. By III 7 2964 06/19 06/2 107 ,180 28.26 3790 JB 28 2964 06/15, 07/1 145 ,440 28.33 5130 1B 28 2964 06/19 07/1 151 ,470 28.33 5350 JB I Hernares ec:CITY OF TIGARDANF & ASSUCIATES MPR ARCHITECTS TRAMMELL CROW CO - JOHN LOVELACE_ _— Information contained herein is not to be—produced,except in full,without prior authorization from this office. Inc. onstructi.-n Inspection 6 Related Tests Carlson Testing, nc. Geotechnical Consulting F EORT OF6X12 CONCRETE TEST SPECIMENS P.O. Box 231314 ASTM C172/C1231/C39/C31/C1064/C143/C231 Tjg '(50ego84-346 n 97281 1-est Methods: _ —_ _ Phane(503)684-3460 FAX N 684-0954 16 95 95—.3116 B(JP94-0347/SIT94- Date Molded: _061/ __' 119 Job No. -_— Permit No: ---—_ 0049 Client: ROBINSON CONSTRUCTION CO _ ,_ Project: OFFICE MAX _T I GARD Address: _ 7255 SW DARTMOUTH ST_TIGARD OR Contractor: _ ROBINS014 CONSTRUCTION CO Sub Conti actor. --- -- Concrete Supplier: LONE STAR NORTHWEST Tn)cfcNo. Ticket No171 _� _ . Gast By: J_BLACK _v �Cu.Yds. ___J'O ----_.__�—_Load No.J r_ Weather RAINY _ Temp.High: 66 Temp.Low. `' SOUTH EAST OF SLAB POUR OFFICE MAX BUILDING Location ofPlacement: --- — — — ----- ------ _— —_ ._..__Test Time: 6 s 22AM Concrete "emp: 62 Strength Requirement: ---4000 28 4° SPFc-------PSI® days Slump 4_„_�-._Cement Type — —_— Mix NoJNo.Sacks -- 241 Alt Content 3 .25% Max.Aggregate — —— Admix.Amount: _. —___Brand: Admix.Amount —_--Brand: Set Test® Register Date Date Total Area Unit Report Tested No. Days Number Recd Test Load _^— PSI No. By J— I 7 2962_ 06/19 Ob.'2 99 ,865 28 .44 510 JB 28 2962 06/19 07/14 28 2`)62 06/19 07/lel Remarks: cc:CITY OF�TIGARD_- .�-- _---- --__-- ANF & AS. OC.IATES MPR ARCHITECTS TRAMMELL CROW CO -__JOHN LOVELACE - Information:onh tried herein is not to he reproduced,except in full,without prior authorization from this orrice. Carlson Testing Inc Construction lnrpecticn &Related Tests Geotechnical Consulting REPORTOF6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 A'--,TM 0172/C1:'31/C39/C31/C1064/C143/C231 Tigard,Oregon 97281 Test Methods: __- — _ —._ Phone(503)684-3460 FAX N 684-0954 Date Molded: —__ 06/16 _ 19_.-95 _ Job No. 95-3116 _ Permit No: BUP94-0347/SI 0049 Client: _ ROBINSON CONSTRUCTION CO Project: _ OFF: CE= MAX - 1 IGARD Address: 72F6 SW DARTMOUTH ST TIGARD OR Contractor: — ROBINSON CONSTRUCTION CO SO Contractor: - -- —� -- Concrete Supplier: LONE STAR NORTHWEST Truck No. _-_109 _Ticket No. Cast By: _ J • BLACK _ --Cu.Yds. _Load No.1 RAINY 66 52 Weather. _ —__ _._ Temp.Hign: _---Temp.Low: — Location of Placement: SLAB POUR , SOUTH CENTER OF SLAB TnstTime: 7_4.,AM __ Concrete Temp: E'4 Strength Requirement: -_ 4000 PSI a — 28 --days Slump�.�_ _ Cement Type Mix No-/No.Sacks 241 3 . 7�i"o Air Content -— Max.Aggregate Admix.Amount: ___Brand: -------Admix.Amount: .Brand: Set Test® Register Date Date Total Unit Re ort Tested No. Days Number Recd Test _Load Area PSI No. By T 1 7 2963 06/19 06/2 10e, ,040 28 .27 3750 JB 28 2963 06/19 07/14 28 2963 06/19 07/14 Remarks CC:C I T'f OF TIGARD___ MPR ARCHITECTS TRAMMELL CROW CO - JOHN LOVELACE Information contained herein is not to be reproduced,except In full,without prior authorization from this office. Construction Inspection 6 Related Tests Carlson Testing, Inc. Geotechnical Consultin$ RtPORTOF6X12 CONCRETE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods. ASTM C172/C1231/C3y�`C31/C1Q64iC143/C231 _ Phone(503)684-3460 FAX N 684-0954 Date Molded: 06/16 _ , 19 95 Job No. -'4t)-3116 Permit No: 0049 Client: __E4_Q54N CON5 TRUC T 19NLCZ__�_-..__-_—_ -_---_._-_-- -- --__.-- project —_ OFFI L Mr`tX - TIGARp--- — -Address: 7255 7255 SW DARTMOUTH 5'1 TIGARD OR —_— Contractor: ._.— ROBINSON CONSTRUCTION CO _.Sub Contractor. Concrete Supplier- LONE STAR NORTHWEST _-_ __Tn,,kNo. 2.S2_5 --_—Ticket No. _ 2Q0852 _— Cast By: 6L k - ---- Gu.Yds. --_LQ ---Load No.2-l—_ weather: _- RAINY _ ------ Terr,p.High: .66 ---Temp.Low: 52 Location of Placement: SLAB POUR , NORTH CENTER OF SLAB _— -- -- .------Test Time: --.____Concrete Temp: _63 Strength Requirement: __.4000 ®--` _ —PSI ® 28 days Slump 1-- _' _Cement Type --_- Mix NoJNo.Sacks 241 - Air Content __2 Mr- A99 A re d'.^ --�.--—. � Admix Amount: Brand: Admix.Amount: ----- —Brand: Set Test® i Register Date Date Total Area Unit Report Tested No. Days Number Reed Test Load PSI No. By III 7 2964 06/19 06/23 107 , 180 28 .26 3790 JB 28 2964 06/19 07 '14 28 2964 06/19 07/1 Remarks CCO)= TiGARD __ ANF R ASSOCIATES _ MPR ARCHITECTS --_-_- TRAMMELL CROW LG - ,IOHN_LD-VELACE-�- _-_._-.__-- ----- _ Information contained herein is not to be reproduced,except in full,without prior authorization from this office. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: an— Footing ` '- Susp. Ceiling Sprink. Rough-in Appr/SdwIN. Foundation Plbg. Urderslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Tirie: AM PM Date Requested:-4k1�=1SL� r Address:-_,_) 2L, O Permit Builder. O� �-- 0387 THE FOLLOWING CORRECTIONS ARE REQUIRED: l tor: Date: Z( ;7APPROVED _DISAPPROVED APPROVED SUBJECT TO ABOVE _Call For Reinsp. Y(11 \ c� Inc. Construction Inspection&Related 'Nests Carlson 'Vesting, IGeotechnical Consuiiu-I J 13 , 1995 P.Tigard,Oregon 97281 . Box 23814 +95--3116 Phone(503)684-3460 Permit No. BUP94-0347/SIT94-0049 FAX(503)684-0954 FIELD INSPECTION REPORT DATES COVERED: June 12., 1995 PROJECT: Office Max ADDRESS: 7255 SW Dartmouth Street - Tigard, OR INSPECTOR: L. Wright #641 ♦6-12-95 : CTI representative conducted a visual inspection of the reinforcing steel placement at the following locations : Trash enclosure foundation for. the CMU walls; south wall of the stairs at the loading dock area; and the leveling dock, slab on grade with walls . All the above noted rebar appears to be in conformance with the jobsite plans , Except for the 44 horizontal in the leveling dock walls . Plans shows 44 horizontal at 12" on center . Contractor placed only (2) #4 horizontals at 18" on center. Bob Hannan , Project Superintendent, was notified of this deviation. Thin was not corrected prior to placement of concrete. CTI representative obtained one sample for field test and cast ( 3) 6x12 cylinders . CTI representative also performed a vi-sual inspection of the reinforcing steel for the last lift of the 8, CMU' s along Line "F" between 2 . 5 and 5 ; along Line 5 , between E. 1. and F. Rebar placement appears to be in conformance with the jobsite plans and specifications . No samples were obtained of the grout placed at the above noted % •aii'1'aoo MU walls . Our reports pertain to the material tested/.inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office . Respectfully submirtted, CARLSON TESTI , INC . / � 111111 I)o Leach Presid nt LW:ec-p cc : Robinson Construction Co. City of Tigard MPR ,�rchi.tects Trammell Crow Co. -- John Lovelace ANF & Associates Construction Inspection &Related Tests Carlson Testing, Inc. Geotedmical Cansultin$ REPORT OF 6X12 CONCRETE TESTSPECIMFNS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: ASTM C172/C1231/C39;C31/C1064/C143 Phone(503)684-3460 FAX N 684-0954 06/12 95 95--3116 BUP'94-0347/SI f94- Dete Molded: -- _�- 19- Job No. Permit No: 0049 Client: ROBINSON CONSTRUCTION CO Project: __ OFFICE MAX - TIGARD _��— - -� ------� - Aridross: 7255 SW DARTMOUTH ST TIGARD OR ROBINSON CONSTRUCTION CG Contractor: _—� Gub l.antractor: - LONE STAR NORTHWEST 119 269077 Crxxrete Supplier: _- ______Truck No. _,�_._��. .__Ticket No. __ —�___- _ Cast By: L .-WRIGHT _Cu.Yds. 6 Load No. 1 OVERCAST 69 51 Weather: —_ ___ —_ temp.High: ----Temp.Low: ,_ LOADING DOCK LEVELING PIT Location of Placement Test Time: 1 _58PM —_Concrete Temp- 70 — �'� :3000 28 2 3/4 " Strength Requirement: _ _.___ PSI ® —__days Slump ___._ Cement Type Mix NoJNo.Sacks 22 ----_Air Content — Max.Aggregate 3/4 Arimix.Amount: --- Brand: ._ wdmix.Amount: —_ ---Brand: �. Set Test Register Date Date Total Area Unit Report Tested No. Days Number Read Test Load PSI No. By I 7 2823 06/13 06/1 . 73 ,070 28 .46 2570 jB 28 282.3 06/13 07/1 28 2823 06/13 07/1 Remark,;: cc::CITY_OF TIGARD _ _ ANF R ASSOCIATES _ MPR ARCHITECTS TRAMMELL CROW CO - JOHN LOVELACF Information contained herein Is not to be•eproduced,except In full,without prior authorization from this office. ~y CITY OF TIGARD - REC;EIPT L - PAYMf=NT RECEIPT NO. :95-C.666r'7 CHECK AMOONT 1,PG 11 00 ,,(t 4ME a MULTI-LIGHT BROADWAY SIGN I.ASH AMOUNT z 0. 00 i' bORESS a 3255 NE NROPDWAY PAYMFN"` DATF 06 it/45 sum)I V I Ekl*j C OR T1_.()I\ID, OF qw:a- f OURPOSE OF PAYMENT RMOUN'i PA I D PURPOSE OF PAYMENT AMOUNT PAI D 1;2O.100 ST. _BUILD PER_. ... .._- 6. 00 I rFa OFF ll.A- MAX 7255 Ski DP.RTMOUTH a r l!'AL AMOUNT PAID _ _ _. _I 126. 00 Constnxtion Inspection&.Related Tests Carlson Testing, Inc. Geotechntcal Consulting P.O.Box 23814 June 12, 1995 Tigard, Oregon 97281 ♦9 5-3 116 Phone(503)684-3460 Permit No. BUP94-0347/SIT94-0049 FAX(503)684-0954 FIELD IIQ�"JECTION REPORT DATES 'WERED: June 8 & 9 , 1995 PROJECT: Office Max ADDRESS: 7255 SW Dartmouth Street -- Tigard, OR INSPECTOR: H. Timzen #604 & M. Larson #62j 46-08-95 : CTI representative (H. Timzen) was present on site to verify reinforcement steel placement on 8" CMU walls at the following areas : 1 Line ccmplete from 18 ' elevation to top F Line/1-1 . 3 and 1 . 3/F-G; G Line/1 . 3-2; 2/F-G 18 ' elevation to top of wall . F/3-5 10 ' 8" to 16 ' ; 450 wall at A/1 ; 5/E-F 10 ' 8" to 16 ' ; N/1-5 to top with 450 wall at A/5 ; and 5/A--B to top. CTI representative witnessed placement of 33 cubic yards of Lonestar 7 sack Kuntz mix #0885 in the above-mentioned areas. Mechanical vibration was utilized and cells were clean . Cleanouts were provided. #411'1'40" ♦06-09-95 : CTI representative (M. Larson) was present on site and checked rebar in 8" CMU walls to 18 ' on F Line, 2 . 8 to 5 and 5 Line, C. 5 to F. All rebar appea-.ed to be to plans and specifi_caticns . CTI representative cast (3) 4x4x8 grout samples for this pour of 7 yards of Aphis 7 sack grout mix . 4'S1AM Our reports pertain to the material tested/inspected only. Intormation contained herein is not to be reproduced, except in full , without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office . Respectfully submitted, . O V ES INC. o glas Leach P _side t 11T/M1 :ecp cc : Robinson Construction Co. City of Tigard MPR Architects Tra,amell Crow Co. - - John Lovelace ANF & Associates Construction Inspection 6 Related Tists Carlson Testing, Inc. Geotechnical Co.isurtinf t>X12 CONCRETE FtFPORT OF _ TEST SPECIMEN -- F',O. Box 23814 ASTM C172/C1221/C39/C31/C1064/C143 hone(503)6 4-346 Phone 503 6&i-3460 97281 Test Methods: __— ---- — FAX a 684-0954 Date Molded: _- 06/12 19- 95 Job No. _`�` I;1i6 Permi+No: BUP94-0347/SIT94 — _ 0049 Client: ROBIN50N CONSTRI)C1ION CO Project: . OFFICE MAX -- T I UARD� _—--- _ Address: 7255 SW DARTMOUTH ST _TIGARD Contractor: ROBINSON CONSTRUCTION CO Sub Contractor: Concrete Supplier: _ LONE STAR NORTHWEST _ 1 19 — 269077 —Tnx:k No. _ �_-Ticket No. _ Cast By: _ l_ . WRIGHT _—�_Cu.Yds. Load No. OVERCAST 51 Weather: Temp.High: --__--Temp.Low: —.— LOADING DOCK LEVELING PIT Location of Placement: —Test Time: ]' SBPM -Concrete Tem (� Strength Requirement: 3000 �_ ---—.PSi ?_8 days Slump - 3/4° Cement Type �r 1/4 Mix No.1No.Sacks --- -Air Content —_—_ _ —Max.Aggregate --- -- Admix.Amount: Brand: ----------Admix,Amount: Brand: _ Set Test® Register Date Date Total Unit Report Tested No. Days Number Rec'd Test Lr id Area PSI No. By 1. 7 2923 06/1.3 06/1 73 ,070 28 .46 2570 JB 28 2823 06/13 07/1 95 ,142 28 .35 3360 JB 28 2823 06/13 07/13 91 ,9S5 28 .35 3240 J8 Remarks: cc=CITY_ OF' TIGARD ANF & ASSOCIATES MPR ARCHITECTS TRAMMELL CROW CO -- JOHN LOVELACE Information contained herein is not to be reproduced,except in full,without prior authorization from this office Carlson Testing lne. Construction Inspection &.2elated 'Tats Geuteclrnical Consulting 4xtj RouT REPORT OF _____ Tc ';1 SPECIMENS P.O. Box 23814 UBC 24-29 Ti;ard,Oregon P7281 Ph3ne 503 684-3460 Test Methods: — - — — FAX#684-0954 nate Molded _ 06/09 - 19 95- Job No. 95-3116 Permit No: B11P94-0347/S I T'94- ROBINSON CONSTRUCTION CG Client: OFFICE MAX - TIGARD Project: -- --- ----- ---- 7255 SW UARrMOUTN ST TIGARD OR Address: -- �- -- ROBINSON CONSTRUCTION CO C & 1 NUN STOP MASONRY Contractor: Contractor: Concrete supplier: APHIS READY MIX Truck No. 1814 _Ticket No. 01-062447 M . LARSON 7 Cast By: - SUNNY Temp.Hi h 71 56 - Weather: — -- — g F LINE 2.8 TO 5 & 5 LINE C .5 TO F TO .18 ' Location of Placement: 5: 40AM 72 fest Tirne: . __ ___._ ______ Concretri Temp: - --- FI_.OWABL,= Strength Requirement: 2000----- -- PSI 0 _ ,� _ days Slump __Cement Type — 7 Si: 3/8" Mix Nri/No.Sacks ------ ---------Air Content — ---- May.Aggregate --- -- Arimiz Amount `..Brand: — --Admix.Amount: Brand: —_— Set Test® Register Date Date Total Area Unit Re oil Tested No. Days - Number Rec'd_ -Test l oad PSI - ;To. By- 7 2809 06/12 06/16 39 ,333 16 .26 420 J8 2': 2809 06/12 07/0 65 ,258 17 .68 3690 JB 28 2809 06/12 0710 69,708 17 .18 4060 JB r�„rr, rks cc=CITY OF TIGARD ANF &_ASSOCIATES MPR ARCHITECTS — — T RAMMELL CROW CO - JOHN LOVELACF PO # 53146 Information contained herein is not to be reproduced,except in full,without prior aulhorizatinn from this office. _ _ sri Department COUNTY ELECTRICAL PERMIT Department of Land Use &Trf•;tsportatlon L�fL. • '-�-t Electrical Inspection Secion APPLICATION 0 155 North First Ave-1 # ue,!1350-12 !Hillsboro,Oregon 97124 information: (503)640-3470 Fax: 503 6934412 r A PC Permit t - r ,r orfs, , N'tmherJ��-�1�— Cate 1. Location of Installation 4. Complete Fee Schedule below Address TI.S;�=-�9�� p-. � - �_.___—_ Numbs of Intoeetiors per permit sllowled _ Building Service Included: Items Cost(ea.) Sum City-�_1WN� .�— ---- --- Suite No. ------ - — Tenant Name [ A. Residential-per unit (If commercial) _� 5�.�.5'._....!C`C1hr--_ ..-- -----._ t00G sq.ft,or less --_ $110.00 --. —__. 4 Ma h!o. Tax Lot Fath Additional 500 sq.ft MapNo. -------- - — or portion thereof - --- $25.00 - - - Limited E:nirgy __..-_ $25.00 __ 1 71-iOnlas 1/lap Souk: Page- ------ .- Section: Eacn Manuf'd Home cr Modular Directions--.--- _ —_. Dwelling Service a(Feeder _._—__ $68.00 _.----------- 2 B. Services or Feeders Commercial Residential I _J Installation,alteration�nr relocation 200 amps or lest --- $60.00 _ _ 2 2a, Contractor Installation only., 201 amps to 400 amps $80.00 2 401 al ins to )00 amps $12000 2 ElectricalContractor-_pt t. 1_,t,S,T._�L Q 601 amps to 1000 amps _—_ $180.00 _ __ 2 Address 5_nf.�.(aZy.zg Over 1000 amps or volts _ ..__ $340.00 _ 2 City Qoart,A,.,�_..-_--._-- Stateaf ZIP'T12L�___ Reconnacton�/ $50.00 DansJob Number Property Owner _. —__-___— __ C. Temporary Services or Feeders Contractor's License No. 2L,-3 j-Q S_-__— _ InstAl'atinn,alteration or relocation $50 00_- Ceritractor s Boalyd Reg. No. !9y io 7 _.__ 200 amps or less -- -- ` �. 201 amps to 4G0 Amps $75.00 __«__ 2 Signature of Supr. Elec'n 401 amps 1.,Foo ramps _ _ $100.00 2 `—___�. Over noo mmns to 1000 volts see"B"above License Nu._b�Qs!_ Phone D. Branch Circuits fib. For owner installations: New,alteration or extension per panel F0 TFIe fee for branch circuits with 7r ---a --- ------ --- -- - purchase of service or feeder fee. r rat wner's name �Fone Nod— Each branch circuit __- $5.00 ___ I>,�ress b) The fee fn.brans,circuits without purchase of service or f:odor fee. n_ . . ., , IrrUlt _-- $35.00 2 Each ad-I'M bre ich r,rcult-.—_ $5.00 2 The installation is being made on property i own E. M►scellane^-- 'Service or Feeder not included) which is not intan led for sale, lease or rent. Eacn pump or irri, ,tlo�circle _ __ $40.00 — __ 2 F.ch sign ur outiine lighting _>1 $40 00 Q 2 Owner's Signature __- --_ Signal circuit(s)or a limited energy panel,nheratic-, 3. Plan Review section (if requ.red) nr extension - $'40.00 _- -- . _-- 2 Please check appropriate Item and enter fee in section 5B. F. Each additlonal Inspection over the allowable 4 or more residential units I,. one structure In any of the above Per inspection $35.00 _ �_-Service and feeder, 800 amps nr more Per hour -_ $55.00 —. System ovar 600 volts nominal to Plant -_ Sss.00 _ Glassifled area or structure containing special occupancy as described In N.E.C. Chapter 5 5. FfaeE Submit 2 nets of plans vrith application where any of the A. Enter total of above fees $ 1��____ above apply. Not r-quilted for temporary construction 5% Surcharge (.05 X total fees) $ fon services. Subtotal $ This permit becomes null and void if 11,•work euthc,rir•d by the permlt Is S. Enver 25% of line A for not corntril within to days from date of Issuance of such permit or Plan Review if required (Section 3) $ It Bis work authn,vasa is suspended or abandoned at any time after work Subtotal $ Is commenced for a period of 80 days. Electrical Permits are non- ❑ $ refundable and non-transferablil. Trust Account For Inspections r!!I Balance Due $ bib...—.. 581-3699 or 681-3698 24-hour recorder, one working day In advance of need Ejt_2B JJ95 Construction Inspe�lion 6 Related Tests Carlson Testing, Inc. Go2technical Consulting REPORT OF 4X8 GROUT TES SPECIMENS P.O. Box 23814 Tigard,Oregon 97281 Test Methods: �_a�_29=�$ _ _- -- Phone(503)684-3460 FAX N 684-0954 Date Molded: ----()6Z-49 Job No. 95-3116 Permi,No: BUP94=Q3A71_cL1 3_4=_-- 0049 Project: Address: _— 2��$l�l��B1 MQ�I Ltd T T I GARID _2P Contractor: __- ROU_N5_0_1_._0QNS RUCTION CO _-Sub Contractor.. _S:_14_T NULy ConcrefeSkipplier: APHIS READY--MIX -.______-- Truck No. ___l$ ___.__ _Ticket No. -0447 Cast By: Weather: -� SUNNY - __� Temp.High: .__.7'.--.f_ Temp.Low: J6 Location of Placement: F LINE 2 .8 TO 5 & 5 LINE C .5 TO F TO 18 ' -----..-...-..-------Test Time: 8:40AM _Concrete Temp: 72 200028 F"LOWABLF Strength Requirement: -._-_-- -- -----__--_._—PSI ® ------days Slump Cement Type ---- ;Aix NoJNO.Sacks .___7 SK -�Air Content Max.Aggregate S/8 ----- Admix.Amount: -----Brand: -_Admix.Amount: -- Brand: Set Test® Register Date Date Total Unit Report Tested No. Days Number Recd Test Load Area PSI No. �By i 2809 O6/12 06/139 ,333 16 .26 2420 _ �� J132e 2809 06/12 07/0 28 2809 06/12 07/0 Remarks. ________ANE & AS-SOCIA ES_ _ MPR ARCHITECTS T_ AMI1E.L.."�,9�1__C9__-JI.S)BNLOVEI-ACE-_ - ___-.---- -- - Information contained heroin Is not to be rep-ducod,except in full,with,xd prior authonzation from this office. Cormtructton Inspection&.Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 22814 Tigard, Oregon 97281 Phone(503)684-3460 FAX(503)684-0954 June 7 , 1995 . )5-3116 Permit No. BUP94-0347/SIT94-0049 FIELD INSPECTION REPORT DATES COVERED: June 6, 1995 PROJECT: Office Max ADDRESS: 7255 SW Dartmouth Street Tigard, OR INSPECTOR: G. Watson P343 ♦06 06-95 : CTI representative inspected CMU construction grid A lire 1 through 5 , line ]. and 5 grid A to B, 16 ' -21 ' 4" . Reir. orcement meets the approved project plans . Grout con-olidated by vibration. Lone Star supplied 7 sack 3/8" grout mix. 1.8 cubic yards pumped. Work noted above is in conformance with approved project plans and specifications . CTI representative inspected 8" CMU grid F line 3 to line 5 . Line 5 grid -2. 2 to F 5 '4" to 10 ' 8" . Reinforcement is in conformance with approved project plans . Grout consolidated by vibration. Work noted above is in conformance with apl owed project plans and specifications . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , withou* prig authorization from this office . If there are any further questions regarding this matter , please do not hesitate to contact this off-4 --e . Respectfully subm1 ed, TPrsident TING TNC. W. Leach GW: ak cc : Robinson Construction Co. City of Tigard MPR Architects Trammell C::-ow Co. - - John Lovelace ANF & Associates .at s,t.aoo w CITY OF TIGARDLAUILDING PLRMJ7 4r'C;RMIT #. . . . . . . ; CljP5} -01C. COMMUNITY DEVELOPMENT DEPARTMENT ^C1' ; 1V RV �+ ^C 13126 BW Hall Blvd.Tigard,Oregon 97223*8109 (603)639.4171 r, nD►7RL':::1a1717255 '7,W nnRTMOUTI! ;T �i UIVI610N. . . . : ZONING: C--G PD r.1 . . . . . . .. . . . . L_OT. . . L.r0R ARE;, ' 'EXTI GR G CONS ,`TOh.l ,-,S OF WU;.}<. lNEW F1 FIC,T. . . . :cam%i 10 s N: S: Et W: v F or. i.+^F'. . . :C(''M SECOND. . . : s f PPOTECT i PI-1`1I NOS! `C Or CONST. a 5N TH I RD. . . . : s f N: W. :CIJP-ANvCY GRP. .DF-1 TOTAL. - L':3 40 0 s f PUI,r CONi,T;-C r IRE Rt-T'.' -'1' hCCUPANCY L.C1AD a 665 BAV EMCNT. : s f AREA CE P. RATED: H". :u4 f t CO; Arl_. . . : ;f t]CC.'1.1 GE?rf. RA'"t':'.[} '311T?o N MEWL s N R>EOD SE'TBACIi'S_._ L.C' TI ft RaHT: ft I- I{, c"iP1'(l_:Y '`MOK DET. . :N DWELT.I NG UNITS: FRNT: ft REAR s ft r I R ALRM:N HNI7 i cr' t1CC a Y 7171W.":- VAT I•IS: IMF' SURf'ncr r 012* (SPC) C ORR: nAR1;I NU E�erM�ri••;ss:�,; ta`�`�1l, A;�tst�r�new regi l store, surinkier5 i 'Qr SYSTEM" WC'C,T type "amount by daRty r-erpt �,!o Ci MArI711le AV.' STE 300.. PRMT $ 141 . rkl ,SIL TIRE: % SF. aef INCOUVE P 1`1114 nt3t.,:, 1 !rrT a :7I REQ SYSTEMS WEST, INC. 2'19 FR('.r'„PC i:• RD. !d OP r°Af.;IFI(” WA 98047 7firina+ #: 'CO r.^' 1906 t 4:03. -77 71`7TAL. RE01-I RED INSPECTIONS -- i:p is issued subject :: the regulations contained it the 5pv-i nk 1 pr^ lir►cls.+r s ..lard Nunicivai Ccdt# 'Itate of Ora. SFe-iaity Codes and all other 5t r i nkI er i7c _1gh _" ' `abl a laws. All w4 will be dono in accordance with .Fd plans This pere+t will eroire if aerk is not started wit,.in 188 days of issvm+ e, or if work is +uspended for Tor@ !he- At iav ._.---.. _......_____.._.__..__ ._... R. 0811 fW- 1-isPE'. t, 1.!.iii - E.39-4175 CITY (IF TIGARD RECF' JPT OF F)AYMFNT Rr ct I F" mo : 95_. .6 6 3 t CHLCK AMOUNT : 0. 00 NAME r F mE sys,rvms WEST CASH AMOUNT t 20. 00 ADDRESS i.' 19 FRUNTAGF RD N. STE 8 PAYMF N'l* DA-E Q)6 W5 95 PAC 1.V--,I C, WA S11RO I V t G 1 CIA 40047- PURRUSE OF VIPYMEW AMOUNT PAID PURPOSE OF, PAYMFNT AMOUNT sint. r) rip 7. Qv PL.ACJ CHECIRt FEE 138. 83 BUILDING PERMIT x40. 51 "If"FICE 01OX / '7�:95 DARTjvaUrH T I 1414L AMOUNT PAID 8. 70 �r . C,or4struction Inspection&Related Tests Carlson rest-ing J�nC• GeatechntcalConsulting P.O. Box 23814 Tigard, Oregon 97281 Phone(503)684.3460 FAX(503)684-0954 June 2 , 1995 95-3116 Permit No. BUP94-0347/SIT94-0049 FIELD INSPECTION REPORT DATES COVERED: June 1 , 1995 PROJECT: Office Max ADDRESS: 7255 SW Dartmouth Street -- Tigard, OR INSPECTOR: S . Stoner #611 06-01-95 : CTI representative witnessed that masonry subcorrr -ctor placed approximately 18 yards of Lonestar mix 0885 (7 sack Kurtz mix grout) in 8" CMU wall sections from B/5 to F/2. 5 (all third 5 ' lift) . Rebar and grout placed in conformance with plans and specifications . CTI representative took sample for one set of (3) 4x8 grout prisms . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submit fec TE TING, C. So W. each t cc : lRobinson Construction Co. City of Tigard MPR Architects Trammell Crow Co. -- John Lovelace ANF & Associates 3116,400.1 CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: l ' Footing Susp. Ceiling Sprink. Roug n Appr/Sdw Foundation Iftj.UUnderslad Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Q�te�Li_JW-� Insulation -Mech. Underflr. Insul. Sheer Wall Gyp. Bd. -Elect. Date Requested: Time: AM PM Address:-- ----) c- 17 llln � Z�- Builder:_ Permit _03 q7 3q7 THE FOLLOWING CORRECTIONS ARE REQUIRED: Ins ector: — Date:–�A�–�-L� APPROVED —DISAPPROVED —_APPROVED SUBJEC f TO ABOVE —Call For Reinsp. Construction Inspection&Related Tests Carlson Testing, Inc. Geotechnical Consulttnq P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684.3460 FAX(503)684-0954 June 1 , 1995 95-3116 Permit No. BUP94-0347/SIT94-0049 FIELD INSPECTION REPORT DATES COVERED: May 30 , 1995 PROJECT: office Max too""" ADDRESS : 7255 SW Dartmouth Street - - Tigard, OR INSPECTOR: L. Wright #643. 05-30-95 : CTI representative conducted a visual. inspection of the reinforcing steel and grout placement for the third lift along line 1 between A and G, along lire A between 1 and 5 , along line 5 between B and A, along line U between 1 . 5 and 2„ and along line 2 between F and G. Rebar placement, size, laps, and grade appears to be in conformance with the approved plans . The grout was consciidated with a mechanical vibrator. Our, reports pertai to the material tested/inspected only. rnf.or_mation contai.ne1 herein is not to be reproduced, except in Null, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CAIj SG TF TINGE NC. q s W. each res dent . ak cc: Robinson Construction Co. City cf Tigard MPR Architects Trammell Crow Co. -- John Lovelace ANF & Associates 1116,400,1 Construction Inspection & Related Tescs Carlson Testing, Inc. Geotechnical Consulting REPORT OF 4X8 GROUT TEST SPECIMENS — P.O. Box 23814 UBC 24--28 Tigard,Oregon 97281 rc st Methods: _ — Phone(503)684-3460 FAX#684-0954 Rate Molded: 06/01 _, 1g 95 Job No. 95-3116 permit No: 13UP94-0347/t)I T'94- 00el.9 Client: ROBINSON CONSTRUC) ION CO Project _ OFFICE MAX - T IGARD Address: 7255 SW DARTMCJ rH sr T HARD OR � contractor _ R081NSON CONSTRUCTION CO ____ _-Sub Contractor: - --- Concrete Supplier. LONE STAR NORTHWEST ._iruckNo. _— 110 _i.-Ticket,vo. lE'857y Cast By: 10NER Cu.Yds. _ I}'.I _ — _LoadNo.l- _.._ Weather: -- _- - SUNNY Temp.High: 77 Temp.Low Location of Placement: ['HIP() LIFT CMU WALL SECTION FROM B/5 TO F/2 .5 — - 3:0C1PM Test Time: _ - --- Concrete Temp: Strength Requirement: 2000 — --PSI 0 `S1 days Slump FLU l I D _ Cement Type Mix No./No.Sacks -- BrtS/7 SK —Air Content Max.Aggregate /} ------- Admix.Amount: _ Brand: ---__Admix.Amount `__Brand: — Set lest® Reg;ster Date Date Total Unit Report_ Tested No. Days NumLer Recd Test Load Area PSl No. By_� 7 2628 06/05 06/0 .. 44 .455 16 . 19 -'7SO 112 28 2'628 06/(.5 06/29 28 262.9 06A5 06/2 Remarks: CC_C,I:TY OF TIGARD ANF $ Ar,SUCIATE5 MPR A.PCH1 f ECTS TKAMMELL CROW CU - JOHN LOVLLACE Information contained herein is not to be reproduced,except in full,without prior nuthorizatlon from II ns office. Construction Inspectu,� 6 Related 'Pests Carlson Testing, Inc. Grotech►•ical Consulting REPORT OF 4X13 GROU t TEST SPECIMENS -- P.O. Box 23814 OreUBC 24-28 Pt oae 039664-3460 on.)7281 Test Methods: _�..— ( ) FAX A 684-0954 Date Molded: — 06/01 , 19 `�5 _ JobAu. 5=3116 Permit No: BUP94-0347/SIT94- _. 0049 Client: _ ROBINSON CONSTRUCTION CO Projoct: OF F I CE MAX - T I GARDAddress: 7255— 7255 SW DARTMOUTH ST�TIGARD OR Contractor: _ ROBINSON CONSTRUCTION CO Concrete Supplier: LCNE STAR NORTHWESTTruck No. �'_'_- iU ,_ ____-JTickettdo. 1be579 Cast By: _-- S . STONER —� Cu.Yds. 1`i i�--.-- �_.—Load No.1 Weather: SUNNY Temp.High: / _-Temp.Low: i L(vvation of Placement -- THIRD LIFT CMU WAIL SECTION FROM-6/5 TO F/2 .5 .- ------- -- - ------- -----Test Time: 3: UOPM`.__---Concrete Temp: - j`' ---_----. ---- 2000 pSl m _ 28 —days p F 1- J Slum 1 I -�_ Ceme it T e Strength Requirement: - -- -- - Yp -.-- - 685/7 SK ,/si Mix No./No.Sacks ---___ Air Content -- -.----- Max.Aggregate At Imix.Amount: --Admix.Amount: Brand: _ Set I Test 0 Register Date Date Total Unit Report Tested No. 11 Days Number Rev'd Test Load Area PSI No. BV 7 2628 06/05 06/0E 44 ,41. 11) 16 . 19 2750 JB 28 2628 06/05 06/25 64 ,566 16 .58 3890 JB 28 2628 06/05 06/2 56 ,616 16 .61 34.10 JB Remarks: : f;ITY OF TIGARD ANF _ 6$5, UCIATU MPR ARCHITECTS TRAMMELL CROW CO - JOHN LOVELACE Information contained herein is not to be reproduced,except in full,without prior a ., wization from this office. Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OFOX-1-6— PRISMS ___TEST SPECIMENS P.O Box 23814 Tigard,Oregon 97281 Test Methods: UBC 24-26 Phone(503)684-3460 FAX#C84-0954 1)ale Molded- 05/'3U 19 __'95 Job No. _95-3116Permit No: 13IJV-94-03411( I T'-'/A- - 0U4'+ ROBINSON CONSTRUCTION CU OFFICE MAX - 11GARS Address: _7255 SW 0AIRIMOUrli SI rIUARD OR Contractor: ROBINSON CONSTRUCTION CO ub Contractor: Concrete Supplier: LONE STAR NORIHWEST Truck No ___Ticket No CaM By. L Wig 1(31-1*1 Cu.Yds. i Load No.1,11 I 'UNNY Weather: Temp.High: -----Temp.Low: Location-f Placement: --Test Time: Concrete Temp: 121 173 Strength Requirement: PSI 0 --- days Slump Cement Type Mix No./No.Sacks AIr Content __ Max.Aggregate Admix.Amount: Brand: ____------Admix.Amount: --------Brand: Set Test 0 Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By 11 7 Gra<7 06/05 06/06 101 340 9 28 26 2 0 1-,/0-5 06/27 8 26Y'/ 06/05 06/L/ Remarks: cc:CITY OF TIGARD ANF t',r,P ARCHITECTS TRAMMELL CROW CU JOHN I-OVELACE Info rmation contained herein is not to be reproduced,except in full,without prior authmiz, 'i from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Geotechnical onsuttin$ REPORT OF i PRISMS TEST SPECIMENS -- P.O. Box?3e14 Test Methods: UBC 24-26 — _ Phone(503)g684-3460 FAX If 684-0954 Date Molded: _ 05/30 , 19 95 Job No. 95-3116 Permit No: 8UP94-0347/SIT94- 0049 Client: ROBINaUN CONSTRUCTION CO _ Project _ OFFICE MAX - TIGARD Andress: 7255 SW DARTMOUTH S1_ TIGARD OR Contactor - ROBINSON CONSTRUCTION CO _SubContractor: Concrete Supplier: LUNE STAR NORTHWEST __Truck No. __ NA ____—_TlekstNu. NA Cast By: L_^ WR I(.*ill TT - rrr.Yds. ---Ni 1 --Load Nn�40 —�,---- `.>UNNY Weather _- __— - ----- _ Temp.High -_____--Temp.Low: Location of Plscernent: -- ------- ----- -- ----- - - -------- -Test Time: - —_-__ Concrete Temp: r. �O(. 28 - --- — Strength Requirement - -___ __ -�_.._ _- _PSI @ - days Slump Cement T ypo Mix No./Nc.Sacks -- --Air Content -- Max.Aguregato - Admix.Amo,rnt _—_Brand: --------Admix.Amount: _.a Brand: Set Test® I Register Date Date 'Total Area Uni+ ort Tested No. Days Number Recd Test Load PSI No. 8y I 2626 06/0`_- 06/06 :_'08 ..'30 +0 . r4 100 .30 18 2626 O6/0`- 06/27 26 2626 06/05 06/27 I7nrnarks = c I I Y OF T I GARD ANIF & ASSOCIATES H; 01,'( H I T E C T S II�t4IMLLL CROW CO JOHN I.OVEt_ACE Information contained herein is not to be reproduced,except in full,without prior authorization from i nis office. Construction Inspection & Related Tests Carlson. Testing, Inc. Geotechnical Consultin,? REpgBj QE'3 X 16 PR I SMS i_ TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 Test Methods: �_ _2_4�_ Phone(503)684-3460 FAX#684-0954 Date Molded: 05/.3Q 19 95 . Job No. .-9`+=-3116 Permit No: BUP94-0347/$11'94- 0049 Client: R_US_1NaQbLLDN,, JRUC T ION LU Project: .___jJE_E_LLLMAX - I T GARLL Address: .---7_2�,--LDARTMOUTH-.-S'f __1 CARD OR Contractor: CONSTRUCTION CO . - -Sub Contractor: Concrete Supplier A_QNE_51AH__NOR'fFIWES'F-----Truck.'Jo. ____NA_______Ti&etNo. k 4W l3y� L - RIGHT —Cu.Yds. _---- Load Weather: Temp.High: --Temp.Low: Location of Placement: --------Test Time: __-Concrete Temp: Strength f1equi(ement: 1S00____ 28 daysSlump ritType Mix NolNo.Sacks Content Max.Aggregate Admix.Amount. ----Admix.Amau..,: ----Brand: Test® Register Date Date] Total Unit Rqport Tested Set t Area I No. Days Number _Rev'd .—Test Load — - PSI-- 140.----By II 7 2627 06/06 06/0 1O1. 34 59 .35 1710 JB 28 2627 06/05 06/2 108,760 59 .36 1830 JB 28 2627 06/05 0612) 122 700.-.- c,9 .36- ?070 JEt Remarks: c,(-,-C.11Y DE TTG, Fen MPR ARCHITECTS Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. r' Carlson Testing Inc. ��tru�',orc Inspection 6 Related Tests Geotechnical Consulting REPORT OF 12" PR I SMS TESL SPECIMENS - - P.O. Box 23814 UBC 24-26 Tigard,Oregon 97281 Test Melhods: _ _ Phone(503)684-1460 FAX H 684.0954 Date Molded: 05/30 __ 19 y5 Job No. 95-3116 permit No: BLJP94-0347/SIT94- ____ _ 0049 Client: ROBINSON CONSTRUCTION CO Project. OFFICE MAX - TIGARD Address: 7255 SW DARTMOUTH ST 1-IGAND uh Contractor: ROBINSON CObSTRUCTION CU SuhContracW. r',mr:reteSupplier: LONE STAR NORTHWEST Truck No. NA —Ticket No. ._ NA (_:astBY: - L . WRIGHT Cu.Yds. --jqA --^-LoadNo.NA Weather: ______ SUNNY -i -Temp.High: BO Temp.Low: 55 - Local ion of Placement: ----- - - - -- - ----- ----- -_____Test Time: Concrete Temp: I Strength Requirement. 500- - -- _ -.PSI C `? ,-days Slump __-__Cement Type Mix NOJW Sacks ----- Air Content --- Max.Aggregate Admix.Amount. Brand: __ _.- Admix.Amount: Brand: Set TestO Register Date Date Total Area Unit Report Tested No. Days Number - Rec'd Test Load PSI No. - By I 7 2626 06/05 Or:,/O 208 ,230 90 .44 300 JH 29 2626 06/05 06127 149 ,990 90 .44 660 JE3 28 2626 06/05 06/27 167 ,290 90.44 1850 78 Remarks _Gc:t:ITY OF TIGARD ANF & A550CIAL7 MPR ARCHITECTS �rRAMME�L CROW CO - JOHM LOVELACE - -`. - ----- Inforriatlon contained herein is not In be reproduced,except In full,w::hont prior authorizav)n from this offica. CITY OF TIGARD BUILDING I Insoection Ling. (Rec.O-Pho,;01' 63 -41 INSPECTION NoTICE / 639-4175 8usines5 ?hone: 6,� Inspection; Footing ~�" l ' Susp. Ceiling ` Foundation Sprink. Hough-in �f Plbg. UnderslabPp►/Sdwlk POSt/BPlb earn Struct. Mech. Rough-in Figg. Top Out eplace Post/Beam Mech. Elec. Rough-in San. Sewer FINAL: Plbg. UnderfloorGas Line Hain Drain -Bldg, Alarm Framing Water Line -Plur,It. Underflr, Insul. Insul.'ion Shear Wali -Mech. Date Requested; ��j Gyp. Bd` �- —�—_.— -�lett. Address:�� Time:_ AM Builder: ; _ ' THE F `i`'— ----.Permit �: -,�/ d OLLOWING CORRECTIOhIS ARE REGJIRED: --- 3�� r rvy l Inspect _----- �__ APPROVED _DISAPP Date: , ROVED —APPROVED SUBJFCT TO ABOVE ,_,-Call For Reinsp. APPLICATION -- STREFT IMPROVENIkNVEXC/� VATION �� i cltip9 TO: ORDINATCE NO. 74.14 `�� J fir'- Fe (yEI,L'O FILA • t / �r;J] r` Fe,(y Jw)•iNSP. (INSTRUCTIONS ON SE1°ARATE SHEET) I �THER AGFN"Yb�, (BLUE)- IIPLI CANT APPROVED ) APPLICATION NO.: ._�� NOT APPROVE:i. (] CITY OF TIGARD, OREGON FEE AMT.: SAA 514.000 PENDING FEE. PMT. 0 CITY HALL RECEIPT NO,; PENDING SECURITY 17 PUBLIC WORKS DEPA R TMEN T nY `1/ DATE PENDING AGENCY "OK" ❑ Application and Progrcls Rccard r d ~ — — — — — - — - 0MAINTENANCE BONO PENDING INFORMATION FOR STREET IMPROVEME:4T/EXCAVA�f IuN AS REQUIRED ANNUAL PENDING VARIANCE 0 EXPIRA TIOrJ DATE:-�__1,. PERMIT NO.: r �- r ._ DATE ISSUED: (%r!' L I G'L _�4 BY: 1� F f..£r R: r (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL __�?IDUIT9,_ VM Ts & PAR GOWFR=__ _SIDEWALK AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Trull CxOW M, InC. 1%fo Pierce Place Ste 70U Itasca, 11 60143 769-285. 9481 ADOR[SS ._.__._- __.___.______-•CITY �� PHONE --- CONTRACTOR RObineon Construction 21360 Nod Cornell Hillsboro OR 97124 645-9531 ;i _.._____-� _---PFIUN[...---.._� PLANS BY_ Alum Engineering, Ino". 96W .SW Oak St. Suite 230 . Portikid Cit" 4;52-�i003 N A')E ADD IlESS E.STIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 12,850.00 DOLLARS s'OR Of RIC/.USE:T - ❑MIN. ?) EXCAVATION DATA: 0.04 xs_12LB.W,L00_: STREET _ DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFJECUT CUT CUT MATERIAL. INSTALLEDITEM DATE REMARKS/TYPE I;Y TYGTH WIDTH DEPTH ITEM & QUANTITY�- 72x4: entre STREFT OPEED S% Onctniou Stsea atter 'led )lafl, INSP C- - R TION U _ EST'IMA'TED;7REET OPENING DATE: E..__._._-____•_.,� -_ / S USTIMATEr)STREET CLOSING DATE: �_� / _L, E -- —•---__ (3) SECURITY NO. 1712,850.00 STREET, -- 5ECUR. 1 r AMT.: ; , CLOSED SURETY CO.: —_ FINAL - CER71RIE0 CM CK n CASH q BOND y INSPEC. (4) PLOT PLAN- INDICATE SITE P INENT PHYSICAL SPEC IAL.PROVISIONS/CCNDITIONS: FEATURES: EXCAVATION LO .,IOM AND EXTENT. See atta I I I airy: 7500 SW � I � � �. 1 ) dhed Dactal6u& Sr ' t work areas ' U: SDR _ _.—w�aCS•JnC:,-..._-x.-�_.ax ...-..-.-_ _.. :-V2ft-'�_"-_.�.T^-._ .-. _-:4:'_==*.��.__-r_-__.��:TfS.'�sGe—._._-�_�_.-.__ (�)J NOTE THE CITY OF TIGARD DOES NOT, HERESY, GRANT PERMISSION TO /,PFLICANTS TO CONDUCT WORK WHERE RIGHT-O.- 'vAY JURISDICTION IS THAT OF- WASHINGTON COUNTY OR THF_ STATE OF ORC: %ON THE APPI.ICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WtTH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLE I THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAK�AGE WHICH MAY RESULT PROM APPLICANTS ACTIONS, APPLICANTS SIGNATUREZ—�_ L Construction Inspection&Related Tests Carlson Te gting, Inc. Geotechnical Consulting P.O. Box 23814 Tigard,Oregon 97281 Phone(503)6114-3460 FAX(503)68:-.1954 May 26 , 1995 9r- - 3116 Permit No. BUP94-0347/SIT94-0049 FIELD INSPECTION REPORT DATES COVERED- May 25 , 1995 PROJECT: Office Max ADDRESS: 7255 SW Dartmouth Street - - Tigard, OR INSPECTOR: D. Leach #360 05-25-95 : CTI representative inspected rebar and supervised the grouting of block wall first lift on line 5-B around to line A-1 and A- 1 to E-1 . Found all work according to plans . No prism tests today. Our reports pertain to the material tested/inspected only. Inf_ormati.on contained herein is not to be reproduced, except in full. , without prior authorization from th. s office. If there are any further questions regarding this matter, please do not hes,tate to contact this ofticQ. Respectfully subm. tted, CAR SO T, -STIN INC . ug as W,/`Leach re dent L: ak cc : Robinson Construction Co. City of Tigard MPR Architects Trammell Crow Co. -- John Lovelace ANF & Associates 3116.400.1 • Comstructtori Inspection&Related Tests Carlson Testing, Inc. Geotechrlfral Consulting P.O. Box 23814 Tigard, Oregon 97281 Phone(503)684.3460 May 23 , 1595 FAX(503)6b4-0954 95-3116 Permit No. BUP94-0347/SIi'94-0049 FIELD rNSPECTION REPORT DATES COVERED: Mav 19 , 1995 PROJECT: Office Max ADDRESS: 72.55 SO Dartmou'_h Street -- Tigard, OR IN47PECTOR: L. Wright #641 05- 19-95 : CTI representative observed the placement of 12 cubic yards of Lone Star grout into the first 4 ' lift of the east, west, and south walls . Obtained one sample of grout, for field test and casting of one set: of three 4" x 4" x 8" prisms . Superintendent has gone home for the day and the masonry contractor did not have a vibrator. They puddled the walls with the #5 vertical steel . Our report; pertain to the material tested/i.,lspected only. Information -ontained herein is not to be reproc:,lced, e>�cept in full , without prior authorization from this office. If there are any further questions regarding th-'.s matter, please do not hes:Aate to contact this office . Respectfully submitted, CA L5 N ST INC. Dou las,. I,eaci: Pr sident W: ak cc : Robinson Construction Co. City of Tigard MPR Architects Trammel: Crow Co. -- John Lovelace ANF & ASsociatr__, 3116,400,1 Construction Inspection &Related Tesis Carlson Testing, Inc. Geotechnical Consulting 4X8 GROUT REPORT OF _ TEST SPEC(MEN$ P.O. Box 23814 UBC 24-2Ei Tigard,Oregon 97281 Te:>t Methods: ______-._-________ _ ,__ __ Phone(503)684 3460 FAX Of 684-0954 05/19 , BUP9'4-C?4-/SIT94 Date MoldeJ: - -- 9S--- , 19_ 9�- '116 f Job No. ennit No: 004` Client: ROB?NSON CONSTRUCTION CO Project: OFFICE MAX - T I GARU Address: 7255 SW DARTMOUTH ST T IGARD OR ttL' Contractor. ROBINSON CONSTRUCTION CO __-.-Sut-Contractor: LONE STAR NORTHWEST 7062 NA Concrete Supplier. _ _r _--Truck No. —.__ TickEr Flo. __ Cast By: L .WR I GH T _Cu.Yds. 9 Load No.l SUNNY 74 4' Weather _- — _ Tem{.'rliph: _-__Temp.Low: —_ IST LIFT ALONG LINE Location of Placement: �2 C , 2 7M 70 Test Time: � I ConcreteTemp: __-----�--_- 213 Strength Requirement: 1000 -- PSI® days Slum13 1/2"p Cement Typo 7 bK KUR 1 1 Mix No.lNo.Lucks -- Air Cortenl ---- — Max.Aggregate —.--_------ .. Admix.Am(unt: Brand: —Admix..lmount: ..Brand: ------- set __-_Set TWO Regibter Date Datri Total Unit Report ` Tested No. Days) Number Hec'd Tryst Load 1 Area PSI No. y pBy / I 2555 06/01 O�J/26 65 ,357 l V .9.3 3860 JB 28 2555 06/01 06/16 28 2555 06/01 06/16 Remarks: CC_CITY OF TIGARD ANF $ ASSOCIAT $ MPR ARCHITECTS _ — TRAMMELL CROW CO-----JOHN LOVELACE Information contained herein is not to be reproduced,except In full,without prior urahorization from this office. CITY OF TIGARD B I ING INSPECTION NOTIC` Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 41 1 Inspection: — � '1� — G — 3c Footing Susp, Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Cas Line -Bldg. Plbg. Undedlonr Hain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp, Bd, elect '— Gate Requested: ()ested: -? 1 ime:--AM PM Address: Guilder.-� =-� _—Permit #: C —U.3 q l THE FOLLOWING CORRECTIONS ARE REQUIRED: 6u r ee AZ InapM br: ,_ -- —_ Date: \AU 4O7ED _DISAPPRIMED _At�pROVEb SUBJ[(,T TO ABOVE _Call For ReinGp. • Inc. onstructim Inspection &Related Tests Carlson Testing, nc• Geotechnical Consulting REPORT OF 4X8 GROUT TEST SPECIMENS. — --- --- P.C. Box 23814 on 97281 TestMethods: UBC 24-28 Phone(03)684-3460 FAX 4 684-0954 Date Molded: _-____ 05/19 _ 19 95 Job No. Permit No: BUP94-0347/SIT94-__ __________ - Y - -- 0049 Client: _ ROBINSON CONSTRUCTION CO ProlecL OFFICE MAX - TIGARD Address: _ 7255 SW DAR rMOUTH ST TIGARD OR ROBINSON CONSTRUCTION CO Contractor. ---- —.--Sub Contractor: JoncrFteSupplier LONE STAR NORTHWEST _T-__-^-_TruckNo. __798L _ _Ticket No. _NA Cast By: L .WRIGHT -----.-Cu.Yds. -..._ 19 Load No.1_ We-'her: BUNNY _ _ Temp.High: 14 —Temp.Low: _ 7 Location of Placement: -1ST LIFT ALONG LTNE 5--- -- - --------_._----_-_-_- --_--Test Time: 5:22PM __Concrete Temp: _7.0___ ' Strength Require2000 `Requitement: � fij -days Slump 8 112"—Gamont Type SK KURT Mix No./No.Sacks - �' ---Nr Cor`gnt --------- -.---Max.Aggregate Admix.Amount: ------Admix.Amount: --_-,_ --Brand: Sot Test® Register Date Date Total Area Unit Repport Tested No. Days Number Recd Test Load - -, PSI No. By I 7 2555 06/01 05/1 65,357 16 .93 860 JB 28 2555 06/01 06/16 66,637 16 .93 3940 JB 28 2555 06/01 06/16 69 ,732 16 .72 4170 JB Remarks: (%C:(;I TY OF T IGARQ ANF & ASSOG,IATES MFR ARCHITECTS -._...____ TRAMMEL' G$QW_Q0 JO LO Fi ACE_" - Information contained herein is not to be reproduced,except in fun,without nnor authorization from this office. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-1175 Business Phone. 639 171 Inspection: Footing, Susn. Coiling Sprink. Rough in A i Ik Foundations _ Plbg. Underslab Mech. Rough-ir Fireplace Post/Beam Struct. Plb To Out p 9• P Elec. Rough-in FINAL. Pust/Beam Mech. San. Sewer Cas gine -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear W GYP• Bd. Flect. Date Requested: 5 -; (� _ \ -- . — Time: AM PM Address:- Builder:iz Permit #:a<7(2 Ll 7 THE FOLLOWING CORRECTION3 ARE REQUIRED: Inspector: Date: / 4PFfROVED ,DISAPPROVED _APPROVED SUBJECT i'0 ABOVE —__Call For Reinsp. CITY OF TIGARD BUILDING/!I43ECT ON NOTI6P Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639.41 Inspection:=.�j��" Footing Susp. Ceiling Sprink. Rough in Appr/Sdwlk Foundatirn Plbg. Underslab Mf-ch. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out EIeC. Rough-in FINAL- Post/Beam Piech. San. Sewer Gas Line -Bldg. Plbg. Underiloor Rain Drain Framing -Plumb. Alarm Water Line Insulation ',nderflr. Insul. Shear Wall Gyp. Bd. -Elect Date Requested: E'�/O��S^ Time: AM � PM Address: 12,�r S�-'�?jA�i��/-/—' y� Builder:__ Parmit #: 9`f— OU y THE FOLLOWING CORRECTIONS ARE REQUIRLD: Inspector:_ Date:OVE D _DISAPPROVED `_APPROVED SUBJECT TO ABOVE _Call For Reinsp. Inc. onstruction Inspection & Related Tests Carlson Testing, nc. Geotechnical Consulting REPORT OF 6X 12 CONC RE TE TEST SPECIMENS P.O. Box 23814 Tigard,Oregon 97291 Test Methods: FSTM 0172/C1231/C39/C31/C1064/C143/C231 Phone(503)684-3460 FAX H 684-0954 Date Molded: __ 05/10 t9'i5 Job No. 1:15-.3116 — Permit No: B(JP94-0347/3I T'?4 . 004' Client: ROBINSON CONSTRUC I- CON CO -- - - Project: _— OFFICE MAX -- T T GARP - Address: __ 7255 SW DARTMOUTH ST TIGARD OR 1✓� Contractor: ROBINSON CONSTRUCTION CO ___SubCoitractor: _ Concrete Supplier: LONE STAR NOR1 HWE5T --Truck No. 51/262 Ticket No. 273502 . PP --- 27352: Cast By: ._ (A • L E E P E R _-Cu.Yds. — 10/10 _. Load No. i 7 Weather: __ OVERCAST Temp High: -----Temp.Low: 51 Location of Placement: PE R T.ME T E R WALL FOOTING" _—_—Test Time: .-- Concrete Temp. .3000 PSI® — '>t -da s Slum �l Cement T e I Strength Requ,rement: ---- — - Y P ,1-- YP --- — 2 1 .7;; Mix No./No.Sacks ?S-- Air Content — --- - Max.Aggregate Admix.Amount: — Brand: —_ _Admix.Amount: __—_— Brand: ------..- Set Test® Register Date Date Total Unit Report Tested No. Days Number Recd Test _Load Area PSI No.. By 1 7 1970 05/10 05/1 95 ,31 ?tt ,32, :ii0 JEi 28 1970 05/10 06/0 132 0 -,18 .3r3 4680 J B 28 1970 05,`10 06/0 137 ,. 40 28 .36 4840 28 1970 05/10 06/0 1.3 5 ,740 F_<< , ir; 4790 j 3 1T i 1.`471 05/10 05/1) 83 ,J. 18 .:':'. 2940 JE3 tri 1 05/10 Ob/O 172 ,600 28 ,3r:, • . : O .JE3 lEi 1' 71 0':,x'10 06/0 128 ,140 26.. 6 4520 JB 28 1':)71 1 05/10 06/0 4 126 ,460 2't; .:3 C• 460 Remarks: S CITY OF 71GARU taNP R A��OC TATFL MPR ARCHITECTS __ _-_,__T_R_j0 _MELL QRQW CC) - JUHN LOVEi At:F -----_._ ---- Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. Construc,'wn Inspection &Related Tests Carlson Testing, Inc. Geotechnical Consulting REPOHT OF 6X 12. CONCRETE TEST SPECIMENS P.O. Box 23814 Test Methods: 85TH C172/Cl231LC39/C31/C1OE4/C143/C231Tigard,Oregon 97281 Phone(503)684-3460 FAX N 684-0954 Date Molded. 05/10 _ 19 19-9 — Job No. 95-3116 _ Permit No: 3UP94_'::D_4ZL_54__ 0049 Client: RQ INSON_ CONSTRUCTIOON CU P,olect: _—OFFICE MAX — TIGARD -- -_— —� -- --_ _ Address: _... 7255 SW DART PLO��$1_�1QA$(z_c RL __-- — Contractor: __ _ROBINSON CONST RUCTION CO _— -SubC_ontractor. Concreto Supplier: LONE, 1A$_NQ$UN.C_SL_ __Trurk No ___51/262 Ticket No. - 273502 273522 Cast ey ___-- G . LFFPER_ _Cu.Yds. 10/10 Load No.2C7 _ Weather: __—_ OVERCAST _ —_ r9mp.High: 63-- .Temp.Low: 51 Locat:onof Placemen!: PERIMETER WALL FOOTINGS _ _— __-- —Test Time: 7:40AM _ Concrete Temp: L3 -- 64 Strength Requirement. 3000 _—PSI 0 28 days Slump 3 3/4' Current Type I 4 3/4" Mix No./No.Sacks 225 Air Content 1'7°— ----Max.Aggregate 3/4 Admix.Amount: __ Brand: __ ____—_ Admix.Amount: Brand: Set Test@ Register Cate Date ` Total Area Unit Re ort Tested No. Days Number Recd Test Load PSI No. By 1 7 ]'170 1 110 05/1 95.317 28 .32 3370 1 U 2t. 1970 06/0 _—_- 28 1970 05/10 06/0 _ —_— HOLD 1970 05/10 TI 7 1971 05/10 05/17 83 , 155 28.32 2940 JB 28 1971 05/10 06/0 28 1971 05/10 06/0 HOLD 1?71 05%10 Remarks- cC:EIIY _ANF & ASISOC TATES MPR ARCHITECTS TRAMMELL__CROW CO — JOHN LOVELAC-E Ihformation contained herein Is not to be reproduced,except In full,without prior authorization from this office. 1w,1. Construcl;on Imspection& Related Te:is CaarlsOfi "Testinig, Inc. Ceotechnic:alConsulting RO Box 23^14 Tigard,Oregon 97281 Pho�ie(503)684-3460 FAX(503)684.0954 May 9 , 1995 95-3116 Permit No. 131JP94-0347/SIT94-0049 SHOP INSPECTION @ Aloha Welding DATES COVERED: May 5 , 1995 PROJECT: Office Max ADDRESS : 7255 SW Dartmouth Street -- T.;.gard, OR INSPECTOR: R. Brown 4602 05-05-95 : CTI representative visited shop of Aloha Welding and: Welding and coping on the following items were visually inspected and found to substantially conform to the shop prints and AWS D1.. 1- 94 . Columns : 1A(4) , 1B (4) , lc (4) , 1n (2) , 1F, 1E (2.) , and 2A(2) . Wide flange beams : 2B, 2E, 2F, 3A, 3B ( 12) , 3C (9) , 3D (9) , 4A, 4B, 4C, 4D, 4E, 5A, 5N, 5C, and 5D. Embeds : 2D (4) , 10A(5) , 1OC (45) , and IOB (5) . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further .•uestions regarding this matter, please do not hesitate to contact this office . Respeccful_ly submitted, f TE TING, WL, Leach nt cc : Robinson Construction Co. City of 'Tigard MGR Architects Trammell. Crow Co. - - John Lovelace ANF & Associates CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Pnone: 639-41 1 Inspection: \ Ceiling Sprink. l7ough-in Appr/Sdwlk ( F___4 ti Plbg. Underslab Mech. Rough-in Fireplace POst/Beam Struct. Plbg. Top Out p Eloc. Rough-in FINAL: Post/Beam Mech. C1 Can. ._. Gas Line -Bldg. Plbg. Underfloor Rain ral Framing -Plumb. Alarm r� Insulation Mech. Underflr. Insul, Shear Wall 14V''� `,� _Gyp. Bd. -Elect. Date Requested: /�/J's Time: AM ____ 'Y Address: ��-s ej PM Builder: Q Permit #: 63 THE FOLLOWING CORRECTIONS APE REQUIRED: 5 c t-)�e j l—o ycx� PL- 0 'ty - o� �y �cY�is�Zv< <�dun► Ins actor: _/ ----____ Date: PPROVED _DISAPPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE ____Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 6 171 Inspection. Footing Susp. Ceiling ! Sprink. Rough-in APP r/Sdwlk Foundation Plbq. Underslab Mach. Rough-in Fireplace Post/Beam Struct. Plb To Out P 9• P Elec. Rough-in FINAL: Fust/Beam Mach. r-9an. Sewer � Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear'v."all Gyp. Bd. -Elect. Date Requested:__ x l ` Time: AM PM Address:_ _% �- �— Builder: Permit q: �c_-'fe I?y- C-'L/C'c THE FOLLOWING CORRECTIO14S ARE REGOIRED: Ano Inspector:_ _ Date: �PPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE __Call For Reinsp, Cortstruction Inspection&.Related Tests Carlson Testing, Inc. Geotechnica: :;onsultfng P.O. Box 23814 .loe No. S_ +1 I.t�. Tigard,Oregon 97281 Ma 02 , 1995 Phone(503)684-3460 REPORT OF IN-PLACE DENSITY TESTS FAX(503)684-0954 Client f�QRINSON CONS_TR J('TION CO -- BUF''.•1- 0:147/:,I T94--00, Project OFF IC.L & - I t CARD --- 7255 SW DARTMOUTH ST TIGAFm III, Material Description a/4„ O IW(-K_E30M Cragg SCK Max. DryDensity .130 _7 .— Ibs./cu.ft. Optimum Moisture 13 n—.`Yo Method of Tesf Serial k DATE OF TEST COAnsE MAX. ELEV. MOISTURE LD IN-PLACE DENSITY x TEST NO TEST LOCATION PARTICLES 'DENS. FT. % ET DAY COMPACTION 1 NORTHWEST CORNER , B011 f ,F) 0 ' 1 'r F 2 NORTHEAST CORNER , RUI 11)1 NC., 1'AD 0 ' 5- l $ 3 -- — F - 3 AST CENTER , BLI1( 1) IN(,. F,AD 0 ' 5- 1 2 127 91 F — 4 WEST CENTER , BUILDII I(s I liv 0 ' 5 1 / . :) 1.25 5 SOUTHEAST CORNER , BUILL ING F'(If) 0 ' � F -- - F, CORNER , BUILDING PAD 0 ' S- 1 7 .4 1324 I Remarks: cc" C t T Y OF T'IGARD ()NF e. la` (I( 1 ATES MPR ARCHITECTS I P(,t1MELL CROW CO - J0HN LOVELACE 90% COMPACTION RFQUII•'I D F . RUSCH /MM Tested by CARLSON TESTING INC. Information contained herein Is not to be reproduced, except i►► fuel, without prior authorization from this office. • Construction Inspection&Related Pests Carlson lesting, Inc. GeotechnicalConsuiting P.O. Box 23814 Tigard,Oregon 97261 Phone(503)684-3460 FAX(50")684-0954 May 1, 1995 95-3116 FIELD INSPECTION REPORT DATES COVERED: May 1st, 1995 PROJECT: Office Max Building ADDRESS : S .W. 72nd Ave. and Dartmouth St. - Tigard INS")ECTOR: James D. Tmbrie, P . E. 05-01-95: CTI Engineer arrived on site at 3 : 30 PM to observe a soft area near the center of the building pad. The area was approximately 20 'x50 ' feet in dimension between "B" -line and "D" - line and "2" -line and " 3"1�_ne. Moderate pumping and upwelling of mud through the rock was obEerved in this area. CTI recomriends stripping off and saving as much thickness as feasible of the one-foot rock layer in this area and excavating about 6 to 9 inches into the disturbed subgrade . 1Y;" - 0 crushed rock should be replaced in the excavation before the rock is replaced and compacted. Our reports pe::tain to the material tested/inspected only. Inform3tion contained herein is not to be reproduced, except in full , without prior authorization from this office . If there are any further questions regarding this matter please do not hesitate to contact this office . Respectfully submitted, CARLSON TESTING, INC. James 0. Imbrie, P . E. Geotechnical Engineer cc : City of Tigard Robinson Construction Co. Trammel Crow MPR Architects ANF & Associates 1 I PLANCK# 2 � APP1,JTCA:;%N FOR PERMIT TO INSTALL FIRE SPRINKLER SYSTEM BUILDING DIVISION, CITY OF TIGARD 639-4171 �--__._____•, Date: PERMIT Valuation: O Amt. Paid: q L;: "�` Permit Fee: ?,a / /Ot/ 11 5% State Tax: S 1 �S Balance Due: 40% FLS0 Plans must be submitted to the Buildih 'vision before installation. Three sets of the plot plan, showing the layout and the location of the nearest hydrant is required New Installation: '< Addition: _ Repair: Alteration: Complete: Partial: Exitway: Basement: Hood & iT-.nt: _ Spray Booth: IN EXISTING BUILDING: IN NEW BUILL ING: K NUMBER& STREET: ?_ A7,W. I�/1,(Z"r"t✓�C�U"r� PiAME OF BUILDING or BUSINESS: dFFTrIC��0[1),e NO. OF STORIES:-1__SIZE OF BUILDING: OCCUPIED AS: jZ e:rti I TYPE OF SYSTEMS: Wet:_>_ —Dry: Combination: STANDPIPES: OCC.HAZ,k!ZD: Light ORD.GRP.HAZARD 1_2____3_4MExtra DEN'SiTY •31 GPM/Ft2 DESIGN AREA 2•��c� ft2 SPRINKLER AREA�ft2 SPRINKLER ORIFICE SIZE: 171- 2 "K" FACTOR E.O TEMP. RATING__jije!�f OWNER:0 k.F- N1/1-V ADDRESS: G,ts Ejr- CONTRACTOR:�V_Cf31jr- a0 C.o>J'1T'RJL•rJ 12tJ PLANS DRAWN B'Y:�TpM Mnn Fitt`~ ADDRESS: REMARKS: APPROVED permits includes only work described above and/or on plans xnd specification bearing the same permit number and will comply with all applicable codes and ordinances of tha City of Tigard. SPRINKLER CO""PAN: _,Pja F_ c-p "- W PRONE: '5(co- (�� r,.• �' p SIGNATURE OF APPLICANT: —j�-� �✓�, oma. BUILDING DIVISION: / PERMIT VALID FOR 180 DAYS � � tj +erd\eemdn\Anpam d ` CITY OF TIGARD RFC:EIP'f OF PAYMENT r !_-FtCT NO. s9.5•-C?647ei? CHECK AMOUNT s 195.. 03 NAME a FIRE SYS TF=MS WEST CASH AMOUN T 0. 00 AIDDRU 16 I PAYMENT Drrrr: s 04/27195 219 FROM 7nGE RD M �.3TE H SI R01 V 13 TON t POC J F I C" WF` 98047— PURPOSE 8047PURPOSE OF PAYMENT AMOUNT ['f a?F) PURPOSE OF PAYMENT AMOUNT PAID ....___ _.�w_. .. .._. 1 F t f�F' L.I Ft~ SAFE Y F'L.Ah! CK i k 20 1 25','5 SW DARTMOUTH ST AMOUNT 195, 0 CITY OF TIGARD BUILDING INSPECTION iness4inA Phone:IE 1�� Inspection Line (Rec•O-Phone):Inspection:_ hSusp. Ceiling Sprink. r/ k Footing Fireplace Plbg. Underslab Mech. Ro jh-in Foundation FINAL: To Out Elec. Rough-in Post/Beam Struct. Plbg p -Bldg Gas Line 1 Post/Beam Mech. San. Sewer -Plumb. Rain Drain Framing ess Plbg. Underfloor -Mech. Water Line Insulation Ala rm -Eiect. Sh9ar Wall Gyp. Bd. Underflr. lnsul. �� PM �� 5 Time: — l, ,e Requested: _ AM� Address: l { Builder: `L�1='••z---1-�-- THE FOLLOWING CORRECTIONS ARE REQUIRED: ____-- Date: In ector:_�__--- _ APPROVED „DISAPPROVED _APPROVED SUBJECT T ABOVE In Call For Reinsp. CITY OF BUILDING PERMIT' T I GAR® PERMIT #. . . . . . . : 8UP94--12134/ COMMUNITY DEVELOPMENT DEPARTMENT P'ITE ISSUEyD: 02/27/95 13126 SW H&H Blvd.Tlgerd,Oregon 07223.6100 (603)p394171 , PARCEL: 1 S136DC--021500 TE ADDRF�. ,. . . . 012555 SW DNRTMOUTH 51 JPUIVISION. . . , s ZONING: C-G PD . . . . . . . . . . I LUT.. . . . . . . . . . . . . . -------------------------------------- REISSUE: FLOOR AREAS----------- .. EXTERIOR WEaI_L COIVSrRUCTION�- CLALSS OF WORK. :NEW FIRST. . . . -23490 s t Ni 81 E: W1 "PYRE OF USE. . . .-CON SECOND. . . s g r PROTE=CT OPEN I -- i YPL OF' r�'UNST. a 5 THIRD. . , . : sf N: S: E: W; OCCUPANCY C?RP. :Nc it) s f ROOF: CONST :C FIRE Rk I'? : r OC:CUPANLY LOADs66b IIASEMENT. : sf AREA SEP. RATED: STOP., s 1 11T. :24 ft UARAGE. . . : sf OCCU SEP. RATED: 13SMT ?:N MEZ Z'; :N RLUD SETBACKS---------- REQU1 1`1...00R L_OAD. . . . : psf l_EF-J : ft RGHT: ft FIR SPk!_: Y SMOK DET. . -.N DWELLING UNITS; FRNTs ft REAR; ft FIR ALRhI:N HNDICP ACCsY IAE.DRMS: BATHS: IMP SUPFF ACE:00 PRO CORF:Y PARKING: VALUE. $: 748673 1?,,emarks: Office Max- new retail store - - ON SITE WATER QUALI .'Y FACILITY NU _RTiFICATE OF OCCUPANCY UN111_ FALL CONGlI iONS OF CUR94-0024 ARE COMPLEJE FINb -,PRUVEIJ. ,,ner: -.---_..______---_______,_______.___._._____._._ f AMMELI_ CROW ITS, INC type amount by date recpt WO PIERCE PLACE PRMT f 2055. 50 JF 02/27/95 PLCK A 1:336. 03 JF 02/27/95 - ASI.-A IL 60143 FIRE: 8 82L:- :_1ZI - - l'rione 5PCT $ 102- 18 JF 02/27/ri5 EROS $ 21613. 00 JF 0,2/27/95 Contractors --__..__..._.___...______.___________._._ERPC $ 67. 60 JF 02/2 i/9':: LLE r,ORINSON CONSTRUCTION ERPC $ 67. 60 JF 02/27/95 1-360 NW CORNEI-L ROAD T I F f 37G%7. 00, JF SWM $ 2100. 00 JF 0i_'/C7/95 - HILLSBORO OR 97124 Phone #: $ +4026. 76 TOTAL Re g #. . : 6;3147 --- _- REQUIRED INSPECTIONS __._.._.._...._ This perwit is issued subject to the re,nlations contained in tilt Foot/Found Insp Sprinkle,, Un:;ers Tigard Municipal Code, State of Ore. Specialty Codes and all other ,lab Insp Sprinkler Rough Applicable laws. Ali, Mork will be done in accordance with Masonry Insp Sprinkler Final approved plars. This peroit will expire if work is not started Framing Insp Final Inspe.tion within 188 days of issuance, or if work is suspended for wore Roof nai Ing Insp than 188 days. Insulation Insp 1 elation Insp _ ?1/ JYp Board Insp Susp Ceiing Insp Pei,mittee Siignatu Reinforced concr Structural weldi issued By : ��' _ _ Structural mason (i Call for inspection 639•-•4175 CITY OF TIGARD — RECEIPT OF PAYMENT RECEIPT NO. 05-26223A CHECK A", UNT a 13015. 98 NAME TRAMMELL CHOW CO CASH AMOUNT a 10. 00 ADDRESS PAYMENT DATE a 02/27/95 3UBDIVISION PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID BUILDING——P E�, 'l 1627. 62 ST. BUILD PER 10r.. 78 PLAN CHECK FE —1. 62 SEWER USA 8800. 00 SEWER INSPECT 45. 00 H2O QUANTITY FACILITY FEE 2100. 00 FIRE LIFE SAFEY PLAN CK —1. 00 EROSION CONTROL. PERMITFEE 208. Cfi EROSION CONTROL PLAN CK 67. 60 EROSION CONTROL 67. 60 OFFICE MAX SUP94-0347 / SWR94--0400 TOTAL AMOUNT PAIL) 1-30 15. 98 CITY a F TIGARD SEWER CONNECT lUN%IVI/// COMMUNITY DEVL LOPMENT DEPARTMENTPERM I T PERMIT #. . . . . . . : SWR94-0400 13125 SW Hall Blvd.Tigard,Oregon 97223*111II �(503)639-4171 0,9 DATE IS5UEDc 02/27/95 PARCEL: IS136DC-02500 SITLi k:)DRES.3. . . : 07253 SW DARTMOUTH ST SU90IVISION. . . . : ZONING: C---G Pf) BLOCK. . — . . . . . : LOT. . . . . . . . . . . . . . ---------------------------------------- -------------- 'rENON r I NOME. . . . . : US" NO. . . . , . . . . . FIXTURE UNITS— c67 CLASS OF WORK. . . :NEW DWELL I NO I 1"4 1 TS. . :4 1YPL OF USE. . . . . :COM NO. OF BUILDINGSi INSTALL TYPE. . . . :BUSWR IMPERV SURFACE. . ; :Sf Remarks: Office Max— nlew retail Store ONSITE WATER QUALITY FACILITY 01.ner: --------------------------------------------------------- FEES TRAMMELL CROW BTS, INC type amount by date reept IWU PILRGE PLACE PRMT * fA00. 00 JF 02/27/95 - INGP $ '+;x. 00 JF 02/27/95 — TTk9CA V- 60143 ;)orlo #1 708-285-2981 Contract or- CONTRACTOR NOT ON FILE 111 8845. 00 TOTAL REQUIRED I NSPECT 1 ONS This Applicant agrees to comply with all the rales and regulations Sewer Inspection of the Unified Sewage Agency. The permit expires 10e days from the date issued. The total amount paid will be forfeited if the pp,rvit expires. The Agencv does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the incialler shall prospect 3 feet in all directions from the distance given. If not so located, the =slier shaurchare A "Tap and Side Sewer Permit and t ercy w 11 t lateral. Perm i t t e e Iss,Aed By : (,all for itispertion 639—.4175 �d 7t ,,,c CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT MECHANICAL RM I T 13125 SW Hall Blvd.Tigard,Oregon 97223.6199 (503)630-4171 PERMIT #. P E R M . . : MFC 94- @.?45 DATE ISSUED: 02/27/95 PARCEL: 1 X31 a1�ilC--O�'`iQ11�ti ITE ADD --SS. . . : 072'J5, 5W DARTMOUTH Sl' ,UBUI V I z. LJN. . . . : ZONING: C-6 FAD �_OCK. . . . . . . . . . s LOT. . . . . . . . . . . . . . ----------------- LAS-0 OF WORK. . :NE0 Fi..60R T URN. . . . `:�---------EVAP COOLERS s . YPE. OF USE. . . . :COM UNIT HEATERS. . : 1 VE=NT FANS. . . :2 C:CUPANCY GRG, . :32 VEN1S W/O APPLs VENT SYSTEMS: �ORIES. . . . . . . . s 1 BOILERS/COMRRESSORS HOODS. . . . . . . : f-UCL TYPES-------------- 0-3 HGF. . . . : DOMES. I NC I N: : /GAS/ELE/ / 3•-15 HP. . . . : 1 COMML. INCIN: MAX I NF U1' : BTU 1 --,:s0 HP. . . . :4 REPAIR UNITS:'j F I RE DAMPERS?. . a 30--50 HP. . . . : WOODSTOVE:S. . s 6AS PRESSURE. . . :M 50+ HP. . . . : CLO DRYERS. . .- !). ' RYE:RS. . :.). OF UNI Tom__.__.___.___ AIR HONDLING UNI f�D GT'.-,'RR UNITS. :2 JRN ( 100K 1r+TU: <-- 10000 c t m : GAS ou[LETS. :6 F-IJRN )=100K EtTU: > 11rQ100 cfm: ema kss Office Max— new retail store Pp,air units= ducts, other- units= volume control tee;•minals I1PMMELL CROW PTS, INC type amount by date rer.pt ,h'U PIHRCE PLACE PRMT f 1 .,6. x'10 JF — PLCK t 34. 00 JF' 112/c7/95 — I ASCA IL 60143 5PCT $ 6. 80 JF Oa/27/95 — hone #: 708-285-2961 fwontr^actor w•___.___..-..._______________.__.__._ K REGEN COMPANY PO BOX 5c'69 OREUON CITY OR 97045 —_---__._—_-____—_—_---_.______________ rune #: 786-1111 t 1711. 80 TOTAL eg #. . : 62898 ------ - REUU I RED I NSPECI I ON8 This permit is issued subject to the regulations contained ;n the bas Line Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Mechanical Insp applicable lases. All work will be done in accordance with Duct Inspection approved plans. This permit will expire if work is rot started Mi sc. Inspect i un within 180 days of issuance, �r if work is suspended for more Final Inspection than 180 days. Net-mittee `•.;igliatur•e . Issued Sy: Call for insper-tion 639-4175 City of Tigard MECHANICAL PERMIT PlarlcWlIec. # 13125 SW Hall Blvd. APPLICATION Permit Tigard, OR 97223 (503) 639-4171 es�npban - O�'>FICL rrllJ�' Table 3A Mechanical Code OTY PRICE .AMT Job 1) Permit Fee — •0- 0• 10.00 Address —UAW�-- -�------ — �� dYd 2) Supplemental Permit 3.00 umac91IOU,00U HTS 1) Ind. ducts 8 vents 6.00 umace 1d J?Z BTCi 4 t� r ---" Owner �r� / 2) incl.duds 8 vents 7.50 Fu__ co 3) incl. vent 8.00 wtill boa - I OX 4) or floor mounted heatrr 600 a, on rye Incl. in n— Occupant 5) appliance permit 3.00 } ap Aa`pelr ofFjaa-beg,r-v 61 cooling,absorption unit 1 6.00 doiler or comp,beat puma;elf COQ- - 7) to 3 HP;absorp unit to 100K BTU 6.04) I i Hoder or comp,hea pump,air com. B) 3-15 HP;absorp unit to 500K BTU 11.00 �', D1 Contractor a -1Ro74ro comp;-5QaZ pump,air cona. 9) 15-30 HP;absorp unit .5-1 mil BTU 15.00 • 1 eror comp,hont pump,air ca _ 10) 30.50 HP;absorp unit 1.1.75 mil BTU 22.50 sere y 0E-5-w7w-rg-d-ffFFFT e road this application, that the WOW or COMPTF9817PUmP,air coed i-iformation given is correct,that I am the owner or authorized agent 11) >50 HP;absorp unit 1.75 mil BTU 37.50 of the owner,that plans submitted are In compliance with State i ii hanciling unit to �- laws,that I am registered with `he Construction Contractor's Board, 12) 10,000 CFM 4.50 that the number givgn Is correct (If exempt from State reglsbntion, _-V aF ncfing UniT- pleaso give rescan below.) 13) 10,000 CTM+ 7.50 -- �- '-Nonportable 14) evaporate cooler 4.50 - 15) to a single duct 3.00 enb abon system not 16) included in appliance permit 4.50 - HocseNet�-__.___ -._ 17) mechoniral axhalat 4.50 Describe w new adc3iiion_0_ a era on repair U - Commercial or In Us;na -- ` to be done residential O non-residential 0 16) type Incinerator 30.00 Kl8 ng U89 0f 0 Ar i.e.,woods ove,wa er-!ITT-`" ------"- Wilding or property 19) heater,solar, clothes dryers,etc 4.50 /,V& Proposed use of Gf ' 20) Cyan piping one to four outlets � � 2.00 f�•� building or property T ie of fuel nit 21) More than 4-per outlet_ - Y1 O natural gas 0 I-PO O electric() ri IUC Minimum Fee$25.00 SUBTOTAL >! PERMITS BECOME VOID IF WORK OR CONSTRUCTION - AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCHARGE IF CONSTRUCTION OR WORK IS SUSFSNDED OR -- ABANDONED FOR A PERIOD OF 1t't0 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL ZI AFTER WORK 15 COMMENCED TOTAL I r7 J Special Conditions Date Issued by "saow M�ww.v OF PAYMENT RECEIPT NO. :95-262p38 .-l'. Y OF TIGARD — RFCFJPT CHECK AMOUNT 176. 80 NAME TRAMMELL CROW COMPANY CASH AMOUNT s 0. 00 ADDRESS s r,AYMFNT DATL 02/27/9t; SUBDIVISION PURPOSE OF PAYMENT' AMOUNT PAID PURPOSE OF PAYMENT AMOUNT P41 MECHANICAL PE 136. 00 ST. BUILD PER 6. 80 PLAN CHECK FE 34. 00 MEC94-0343 OFFICE MAX TOTAL AMOUNT PAID 176. 80 CITY OF TIGARb COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd.Tigard.Oregon 9722396199 (503)e+39-4171 PLUMPING PERMIT (--,ER11I T #. . . . . . . . N,s9-4171 DATE ISSULD: 02;-27/95 PARCEL: 1 S 136DC--0: 500 S I TE ADDRESS. . . : 07255 5W DAR MOU I I I ST SUBDIVISION. . . . : ZONING.- C-G PD BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . e CLASS OF WORK. . :NEW 6(4ROACE: 12 1 SPUSALS. . : MOBILE HOME SPACES. : TYKE OF' USE. . . . :CUM WASHING MACH. . . . . . . : HACKFLOW PREVNTRS. . : 1 OCCUPANCY GRP. . ibis FI..00R DrIAINS. . . . . . . .2 TRAPS. . . , . . . . . . . . . . . yI OR I Es. . . . . . . . e 1WPI ER HE;ATER5. . . . . . 1i CATCH BAf I N�3. . . . . . . : --- LAUNDRY TRAYS. . . . . . : SF= RAIN URA,:NS. . . . . SINKS. . . . . . . . :2 URINALS. . . . . . . . . . . . 11 GREASE 7RAP'3. . . . . . * I LAVATORIES. . . . . :4 OTHER FIXTURES. . . . . 13 FUJI/SHOWERS. . . . : SEWER LINE (ft ) . . . . : 100 WA 1 E:R CLOSETS-:7 WATER LINE (ft) . . . . : 10121 U I SHWASHERS. . . . : RAIN DRAIN (ft ) . . . . I Rema i-ks i Office llax- new retail stor,e other fixtures roof drains owner- _____._-__.____.___.___________.._-______.____._._w_____._- .. FECS TRFaMMELL CROW BTS, INC type amount by date r,ecpt WU 1'ILRLL PLACE. PRMT f 249. 00 JF" 02/27/95 - PI._CK $ 6 _. 25 JF 02/27/`)`) i TASCA IL 60143 5PCT $ 1.2. 4`i JP Oa/27/95 Pli un a #11 708-285--29171 Contrair_�t or a WESTERN PLUMBING, INC. '",460 SW T I GARD ST T I I ARD OR 972223 Phone 1#: 639-5296 >F 323. 70 TOTAL Reg 0. . : 02.439 ------- REOU I RED INSPECTIONS ---------. ;ris permit is issued subject to the regulations contained in the 'Top--rout lnsp _ ligard Municipal Code, State of lire. Specialty Codes and al'. other Mi sc. inspect ion appiicabla laws. All stork will be done in accordance with Drinking FnUntai _ _- approved plans. This permit will expire if work is not started RP/Aackf l ow Pr-ev within 160 days of issuance, or if work is suspended for more ' inaI Inspection than IN days. _.....____._..----...-.-..._ 1-'e r m i t t e e S i g h a t u r. Call for inspection - 6:39--4175 City of Tigard PLUNI@ING RERARPI ICATION Planck/Rec. # 1:125 SW Hall Blvd. Permit # Tigard, OR 57223 (503) 539-4171 MINIMUM $25.00 PERMIT FEE+5T. SURCHARGE _. ^..� """"' �•_ �_.� Mews Faml .� denesrt QnOn 1 g _._.nc._ _ fir. Ago= f, to 1 BATH HOUSE 5140.00 0 2 BATH HOUSE$19&00.lob U 3 BAIN HUUSE W5.00 Address awshft n. Fes In::aries an pkwnbhtq fix urea in ttla dm&V ata ,he first ltd ISO of water iervice, sanitary sewer and storm server. Se,, Sex below. CITY PRICr 9.00 r p r::. Lsvalory 9.0:.... . ,rr. rl"Pr Tib or Tub/Stower Co". 9.]0 Shower Only 9.0�` Wager Clow 9.OQ az• Dishwasher 1,00 Occupant _ Oarbege t)leposal _._ 9.00 Washing Machine it.u0 Floor Drain ?.00 H Viz; wtin.,,.---- °► Water Heater 900 4� l._. Laundry Ratan Tray~ 9.00 tOther Fixtures (specify) 900 r Contractor Ora"K / 9.00 Sir _=----1� 9.00 Sewer 1st 100' 30,00 ft"s'r""""' ON m:r.""` Sewer..ea. AddIL 100' 25.00 Water Servlos t;i-1 W 30.00 :- I herehy acknowledge that i have read this application, that the Water Service ea. Addit. 200' 25.00 information given is correcx, that I am the owner or authorized ager,' of Storm t3 Rain Drain 1st 100 30.00 the owner, that plans submitted are in compliance with Shite laws, h at _ I am registered with a Constriction Contractor's 3osrd, that the St.xm&Rain Drain Addit. 100' 25.00 number given is correct. (If exempt from State retgis"tion, please give reason below.) Mobile Home Spare 25,00 Back F10W PfNVentk7R Dev'irs or Anti-Pollution Devi-.e 9,00 r ('-) o.r Any Trap or Waste Not _ Connected to a Fbtture 9.00 Describe work neer addition alterahon (� repair Cttch Basin - 9,00 to be done residentIM Q non-residential Q Insp. of Exist. Plumbing 40.00rhr Specially Requested Inspections 40.00/hr L,uildng use of Rain Drain, -tingle farm dwelling 30.00 t•uikifng or prrperl`I g N g Residential backflow prov-radon device- 15.00 Propoe►d use of � __. building or propertySdrJ�_ � "(Crcept residential backflow _ prov,•n_on dtWess) NOTICE `Mlnimun i FM $28.40 ^SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION -- AUTHORIZED IS NOT COMMENCED WITHIN 190 GAYS OR IF 5`/e SURCHARGE CONSTRUCTION OR WORK IS SUSPENDED OR ABA.NOONED — -- -- - ~ FOR A PERIOD OF 180 DAYS AT ANY TIME AFTEr' WORK .S AIR g-.. COMMENCED. PLAN REVIEW 29% OF SUBTOTAL. O _ TOTAL SPNM Cottdltlons ifillrlclr-�--1 Dao Issued fry �� ?J - 7O CITY OF Tlf--',ARD RECEIPT OF PAYMENT' IRECEIPT NO. 195-262237 CHECK AMOUNT 1 323. 1-0 NAME x TRAMMELL CROW COMPANY CASH AMOUNT 1 0. 00 ADDRESS t PAYMENT DATE t OP/27/95 SUBDIVISION PURPOSE OF PAYMENT AMOUNT PAID PLIRPOI-;E OF PAYMENT AMOUNT PAID PLUMBING PEIM F-49. 00 ST. BUILD PER 12, 45 PLAN CHECK FE 6P. 25 OFFICE MAX r'LM94-.0264 TOTAL AMOUNT PFS It 3P3. 70 . CITY OF TIGARD SITE WORK COMMUNITY DEVEV)PMENT DEPARTMENTNERIII T e 13125 SW Hall Blvd.Tigard, Dragon 97223• 199 (503).0394171 I-'ERM I T 0. . . . . . . : tia i DATE ISSUED: 02/2:7/91-5 PARCELS 1S13bDC-02500 I FF. ADDRESS. . . : 07215 SW DARTMOUTH ST iBD1 :1>^ION. . . . : ZONING: C-G PI) BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . t TYPE OF WORM.:NEW I-'AV I NG?. . . . . . . . . :Y RESO. NO. : LXX V VOLUME. 12750 Cy GRADING?. . . . . . . . :Y VALUE. . . U : 60000 FILL VOLUME. :4325 _y I_ANDSCAP I NG?. . . . :Y LNG FILL''. . . . . . .N SITE PREP?. . . . . . :Y :30ILS RIFT REUD'' :Y STORM DRAINS?— :Y IMPFRV S)tJRFACF . . :5"iOQIPI . t Remarks : Offize Max -- new retail store owners ...._____..-__.-----__..-_.______ _ _________.____-- ._-•_-- -• FEES -- -- - -- - -- -- IHAMMELL CROW BTS, INC type amount b; date r^el.pl; WU VIIERCE PLACE PRMT f 313. 00 JF "2/27/95 - SPCT f 15. 65 JF 02/`7/95 i VASLA 1L 60143 PLCK f 203. 45 JF 02/27/95 — Phone #it 708-E85-0-961 EROS $ 100. 00 JF 02/27/95 - ERPC f 32. 50 ,J F' 02/27/95 Contractor. --- _____._-_.._-_____._.______._ERP(.: $ 321. 1 0 Jr 111;=,/,_7/95 L. LEE ROBINSON CONSTRUCTION 21360 NW CORNELL ROF1D HILLSBORO OR 971e4 Phone #: ! 697. 10 101AL Reg #. . : 63147 --•-------• REQUIRED INSPECTIONS ----- This permit is issued subject to the regclations contained in the Erosion Control Tigard Municipal Codt, State of Ore. Gpeci:.lty Codes and all other Excavation Insp appLeable laws. All Nora will be done in accordance with Fill Inspection approved plans, This permit will expire if work is not started Grading Insp within 180 days of issuance, or if work is suspended for more Stan Drain Insp than 180 days. Reinforced c:oncr St:r,-1c:tp_rral mason Engineered gradi Final I n s p e c t i o n !-='er,mittee ti�ignat _Ir• issued By : cy _ C,CxL (]`'� C81 for I n E�rPf t , c,„ 639--4175 CITY OF TIGARD RECEIPT OF PAYMENT RECEIPT Nn. 195-262236 CHECK AMOUNT s 697. 10 NAME i TRAMMFLL CROW COMPANY CASH AMOUNT s 0. 00 ADDRESS s PAYMENT DATF s 02/27/95 SUBD I V T.S I ON PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAIL) BUILDING PERM 313. 00 ST. BUILD PER 1'=,. 65 PLAN CHECK FE 203. 45 EROSION CONTROL PERMITFFF 100. 910 EROSION CONTROL PLAN CK EROSION CONTROL 32. 30 OFFICE MAX 5I.1 I'J"9 4 0049 TOTAL AMOUNT PAID 697. 10 CITY OF TIOARD January 30, 1995 OREGON Carlson Testing Company Inc. PO Box 23814 Tigard, OR 97223 Dear Lauri O'Conner. The rr: sur has notified us that he/she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code, permit documents, and special inspection requirements. The owner or the owner's agent must also confirm with you that they have authorized you to do the special inapectlon work. As the regulatory agency, the City requires that you do the following: 1. Submit copies of all inspection reports promptly to the Building Division,architect,engin ovr, and the contractor. 2. Maintain one copy of each field report at the job sato, 3. Submit a final report at the completion of each category of work that you Inspect. (See U.B.C. 7015 for soils special Inspection final report requirements). If you fail to comply with the above requirements, there may be cause for the City to revoke your authority as special Inspector for this job. Should you have any questions, please call the Building Division at (503) 6394171. PERMIT NO: Bup94-0347 and Slt94-0049 OWNER: Trammell Crow B.T.S. Inc. PROJECT ADDRESS: 7255 SW Dartmouth St. PROJECT DESCRIPTION: Office Max TYPES OF SPECIAL INSPECTION: Reinforced Concrete,Structural Steel,Welding, Reinforcing Steel,A-325 bolts,Structural Masonry,Keystone Retaining Walls,and Regular Grading(Including compaction reports,slab prep, and drainage pe your soils report). Sincerely David Scott Building Division c- ' c: 1"/ & noNfisl.doe 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 01/20/1995 10:02 5036823348 MPP OREGON PAGE 02 91/28/1995 08:35 2925874 MCHENRY K A` [IC,, P44. 0 J ' KCHENRY i ASSOCIATES. INC. CONSULTZNC ENGINEERS MEAT TRANSMISSION FACTORS PROJECT: 4Pfw f9c. TIW*tQ DATE: L>24 DESCRIPTION: -rA { J ,Npwr, BY: kAlo POOL DESCRIP. OF MAT'L THICK. K R 1 3 TT� 2.. 13.4 GYPS. .(08 6 7 8 9 111.1 TOTAL R-VALUE f TOTAL. U-VALUE OF SECTION U NOTES. 01/20/1995 10:02 5036823348 MPR OREGON PAGE Fla 01/20/1°95 08: 35 2925874 M(3-CNPY & ASSOC. PWA- �1 vry r M HENRY 8 ASSOCIATES, INC. CONSULTING ENGINEERS HEAT TRANSMISSION FACTORS PROJECT: t!:)�u,e_ 1 ►�. „��,c, s.� T<_��Rt� DATE• 6. 24•-jo _ OE CRIPTION: BY: ),we DESCRIP. OF MAT'L THICK. K R 1 o �� 4fP_%,ao-j �t 5 I JS,oa.- 6 i 8 9 ' TOTAL R-VALUE 1 5 TOTAL U-VALUE OF SECTION U - •� l U as NOTES: 01/19/95 09, 13 S 503 684 0954 CPRLSON TESTING 01 Postal" Fax Note 7672 ® No.ofPWm l To&YsWe I�� Tnr RFCFIVED To `�� from �� 1�.�•� i A N C CARLSON iiNa, INC. P.O. �9 JgYriIIY UEVELUNMLIgI taw it I(OL40"a FBI Ylc;�►►i* �0 Uy""oK OryWWI Ilkslfoy �flulun �CAV ksPk*UP DM"4ion u I Inc. omstm,"on Inspection&Related Teets Carlson Testing, 1. GeotechnlcalCmwulting P.O.Bo:2381 a Tigoni,Oregon 47281 January 18 , 1995 Phone(503)$84.3460 CTI # 94-2465 FAX A 684.09S4 Trammell. Crow Company 8930 S .W. Gemini Drive Beaverton, OR 97008 Attention: John Lovelace REVISED RECOMMENDATIONS - UNDERSLAB PROPOSED OFFICE MAX (RETAIL "D" BUILDING PAD - TIGARD CENTER) TIGARD, OREGON Gentlemen : This letter is an addendum to our original foundation investigation report dated November 16, 1994. Based on the agreed building revisions from discussions in our project meeting at Alpha Engineering Inc . on December 28th, 3995 , we have revised our recommendations for the underslab section and underslab drainage from what was recommended ili the original report text and shown in Figure 3 The revised section now consists of 6 to 12 inches of compacted lime-treated base over the subgrade, 6 inches of V -0 overlain by the vapor barrier and 2 inches of sand. The concrete slab thickness will. range from 4 to 6 inches . Prior to placing the %" - 0 , the recommended underslab drainage system will be trenched to a depth of at least 24 inches below the finished floor at a spacing of 15 feet. The subdrain construction should be as per the original report . The footings will be overexcavated by trenching and replacing a minimum of 12 inches of lime-treated base . The 6 i�,iches of minimum thickness lime-treated base will not be sufficient for support of heavy construction traffic . If there cre any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC . James D. Imbrie, P. E. Geotechnical Engineer cc : Alpha Engineering Inc . - Ed Christensen Musi.l Per.kowitz Ruth - Francisco Varcla ANF & Assoc . - Norman City of Tigard - David Scott Construction Inspection&Related Tests Carlson Testing, Inc. GentechnicalConsulttng P.O. Box 23814 January 18, 1995 Tigard,Oregon 07281 CTI )# 94-2465 Phone(503)684-3460 FAX 0 684-0954 Trammell Crow Company 8930 S .W. Gemini Drive Beaverton, OR 97008 Attention: John Lovelace REVISED RECOMMENDATIONS - UNDERSLAB PROPOSED OFFICE MAX (RETAIL "D" BUILDING PAD - TIGARD CENTER) TIGARD, OREGON Gentlemen: This letter is an addendum to our original foundation investigation report dated November 16 , 1994 . Based on the agreed building revisions from discussions in our project meeting at Alpha Engineering Inc . on December 28th, 1995 , we have revised our recommendations for the underslab section and underslab drainage from what was recommended .in the original report text and shown in Figure 3 . The revised section now consists of 6 to 12 inches of compacted lime-treated base over the subgrade, 6 inches of %" - 0 overlain by the vapor barrier and 2 inches of sand. Thn concrete slab thickness will range from 4 to 6 inches . Prior to placing the X" - 0 , the recommended underslab drainage system will be trenched to a depth of at least 24 inches below the finished floor at a spacing of 15 feet. The subdr.ain construction should be as per the original report. The footings will be overexcavated by trenching and replacing a minimum of 12 inches of lime-treated base . The 6 inches of minimum thickness lime-treated base will not be sufficient for support of heavy construction traffic . If there are any further questions regarding this matter, please do not hesitate t.; contact this office . Respectfully submitted, CARLSON TESTING, INC . /�, ames D. Imbrie, P. E. echnical Engineer cc : Alpha Engineering Inc . - Et Christensen Musil Perkowitz Ruth - -'rarecisco Varela ANF & Assoc . - Norman City of Tigard - DaNid Scott f * * p. l of 2 * KeyWest Retaining Sytems Inc. * TENSWAL * 24285 SW Stafford Rd. * TENSAR GEOGRID REINFORCED Tualatin OR 97062 * RETAINING WALL ANALYSIS * 800-354-6353 i * Version 3 . 1 * DESIGNER: EKC * Revision Date 05/17/92 Project : OFFICEMAX Project. # : 342- 002 mate : 01/17/55 Case : KEYSTONE WALL ** Program An.ilysis for TENSAR Geogrid Reinforcement Only ** INPUT REINFORCED WALL FILL, DATA Height (ft) = 7 . 33 Angle of Face (deg) = 3 . 6 Density of fill (lb/ft3) = 120 Phi in degrees 30 * Cohesion c (lb/f"t2) = 0 RETAINED BACKFILL DATA I Density of fill (lb/ft3) = 120 Phi in degrees = 30 * Cohesion c (lb/ft2) = 0 FOUNDATION SOIL DATA Phi in degrees = 30 Cohesioi, c (lb/ft2) = 0 Allow. bearing press . (ib/ft2) = 2500 LOADING DATA Height of backfill slope (ft) = 1 . 5 Slope a-gle in degrees = 30 Surcharge on top of slope (lb/ft2) = 180 TENSAR GEOGRIi-) DATA Gcogr. id. designation = UX1500 �pPROrEs t Coverage of TENSAR geogrids = 100 Minimum Geogrid length (ft) = 4 . 5 Wall soil interaction =2ff .. = 0 . 9 56,166/�. F.S , f or geogrid pul lou c - 1 Fdn. soil. interaction coeff . = 0 ; OR£OON MISCELLANEOUS DATA K 151 F.S . for sliding = 1 . 5 F.S . for overturning = 2 F. S. for uncertainties = 1 . 5 Design Methcdolgy = Tensar Guidelines Construction Damage based on = 3/4 minus caravel and Sand TENSWAL V3 . 1 - (c) 1.986-1991 by The Tensar Corporation w.. * * p. 2 of 2 * KeyWest Retaining Sytems Inc . * TENSWAL * 24285 SW Stafford Rd. * TENSAR GEOGRID REINFORCED * Tualatin OR 97062 * RETAINING WALL ANALYSIS * 800-354-6353 * * Version 3 . 1 * DESIGNER: EKC * Revision Date 05/17/92 Project : OFFICEMAX ProjecL # : 342-002 r)ate : 01/17/95 Case : KEYSTONE WALL ** Program Analysis for TENSAR Geogrid Reinforcement Only ** OUTPUT F of S against sliding = 1 . 60 F of S against overturning - 2 . 64 Maximum Bearing Pr-eE!sure (Lb/f-t2) = 1511 Angle of Inclination, Delta (deg) = 0 . 0 Eccentricity of Pres . Resultant (ft) = 0 . 68 Total Number of TFNSAR Geogrid Layers - 3 --------- ------ ---- - -- --------- --- -- - --- --- .. Elevation Allow. Length Working Ma) Force F.S . Control of TENSAR Vi of TENSAR Strength of TENSAR Mechanism Geogrid (ft) (ft:) Geogrid (ft) (lb/ft) Geogrid (lb/ft) --- - _----- -- --- -- -- ------- - -- ---- -- ----- --- 5 . 36 9 . 93 5 . 10 UX1500 : 2091 '715 2 . 92 W ( 4 . 6 , 30 . 0) 2 . 68 4 . 96 5 . 10 UX1.500 :2091 775 2 . 70 W( 6 . 7, 30 . 0) 0 . 67 3 . 77 5 . 10 U.X1500 :2091 619 3 . 38 Tension -- ----- --- -------- - ---- --- ---- -------------- ------- - - -- ------------- --- Efficiency of Strength Used vs . Available = 50 . 44 k Area of geogrids requ--red (ft2/ft) = 15 . 30 In accordance with the "Tenswal" licensing Agreement , thz? designer must determine the suitability of program results . TENSWAL V3 . 1. - (c) 1986-1991 by The Tensar Corperation Musil Perkowitt Ruth An A chileriural Prnirssmnal Corp Architecture Planning January 17, 1995 MPR.lob No.: 94-345-25 OfficeMax, Tigard, Oregon RE: Plan Review# 11-50C Principals. M Lawrence Musil,AIA Simon Perkowitz.AIA,PE Steven,) Ruth,AIA ee civil plans& detail 7 on sheet SA-2.0 Associates Gary Clements Theodore Cray '\Relocated door to East wall - Sales Area Kenneth P.GwSier �\ Michael J da f man nPr an ee detail 5 on sheet A-5.0 Kenneth W Shouse Brian Wolfe \11-,See details 14 & 19 on sheet A-5.0 Ted Voshizaki See call out on sheet a-4.1 Section-A 1-See notes 32 & 33 on sheet TS ( cover sheet) Commerce Center South 9150 S W Pioneer Court Suite T Wilsonville Oregon 97070 503.085-150 FAX 50316821348 Long Beach CA Newport Beach.CA Sacramanto,CA Honolulu.HI 1-13-19% 0:56AM FROM P. 1 8/14/95 so DITAILED ACCOUNT ACTIVITY PYtINTOUT( I11S^a 0 TO 999999 ACCTS 30S-0675 TO 305-06?S CA ,ACCT: 305-0675 /287 OPFICZ VAX 3050675 729D AVE Z OAITMOUTH ST TICARD OR 97223 503/598-0269 08/11/95 13:13:5 8 CoWfX iT t 2 MtRY 11ITCHELL COMP 'T 04/11/93 12:13:48 DRF 4211 CLTM TEST 08/11/95 Ili2S:37 as 2000 RXSTORR (RESIT) *T ARW_:I 08/11/95 11:25:35 26 7601 ME TRDU .I *T AREAtl 04/11/%5 11:24::18 26 2000 RSSTORR (RUIT) *T AREA:3. 04/11/95 11:24%.'-S 2i 140 FIRX/WATItRFLM &T AI -. 1. 04/11/93 11:21:26 26 2000 RRSTOR (I IT) •T AM.- Od/11195 11:21:23 26 140 PnR/NATSRFL0W AT AM:1 08/11/95 10:55:16 CAL 1999 LAMP MITCHRI L os/11/95 10:33:16 GAL 6210 PLACE OW TRST CAT: 3 08/11/95 10:55:16 CORKIXTt TIS :LIST 81195 1455 08/11/95 10:55:16 C0MCMT: 25,26,27,28,2',, om OF RS80RT 618tt--7Lq"7 es�� t A� � r _ I Plan Review # I Date -- _ -- ci� of TIGaRD AREGON Structural Sperial Inspections The owner or architect or engineer of record shall complete Parts B �', D of'his form and then return it to the Building Division for approval prior to issuanc- of a building permit. (Please note that it separate soils special inspection fu.m may be required and additional special inspe0ons may be required for contractor dri;ign items.) Project Address: ee) '°)w P Project Name: Architect of Racord (Firm) V�'� tali `_•.� Phone No`O�OJ•�, •_��C?� Engineer of Record (Firm): # A Phone No:81A, • 46.8t" _ The following special inspections and structural observatio is shall be performed according to the State But'd;ng Code and the City of Tigard's Municipal Cede Chapter 14.06.010 - 14.06.040 unless a schedule of inspections is submitted by the Engineer of Record and approved by the Building Division. A. V Reinforced Concrete ❑ Prestressed Concrete Structural Steel p Structuraf Masonry, I'm = AA,E _A�- Welding cs ,, \k -T 4)00 r] Fireproofing B. Indicate the special inspector or approvoc, testing agency to perform the special inspections noted in Part A above, including addresses and phone nurnbert. Submit names, qualifications and certifications of the special inspectors assigned to the project. The special inspector or inspection agency shall submit a final signed report to the Building Division slating that all items requiring special inspection and testing were fulfilled and reported and,to the best of his/her knowledge, in conformance with the approved dc,sign drawings, specifications, approved change orders and the applicable workmanship provisions of the U.B.C. (see U.B.C. 7015 for soils special inspection final report requirements). Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when continuous was required, etc.) shall be specifically itemized in this report. C. fi Structural Site Observation by Engineer of Record D. The owner hereby agrees to employ the special inspector, approved testing agency and/or engineer fu;the above-noted special ins ctio, s an /or tructural observation. _ l 1 Signature ut Owner Pint Name— OWT _ V. Phone No. � � _� Firm �_ —�(VL S}ruclural lans Fxamin signs urs 13125 S1 V !-fall Blvd., Tigard, kOr 97223 (503) 639-4171 TDD (503) 684-2.772 --- --- - ---� Plan Review # � ' �jOG CITY OF TiGARD Date _ OREGON Sails Special Inspections This form shall be signed by the Owner, Engineer or Architect of Record and returned to the Building Division prior io issuance r,i the permit. Please note that a separate structural special inspection form may be required Projr:ct Address: 1-90*P e1w t*"pQTq ';T ._Project Name:�f jC4Kf-j_,A4W, Architect of Record (Firm : ��'� �e 40. Uk LjX Phone00.)• QWj 15C.10 Engineer of Record (Flrm) .tv�o►; Ur�� Phone: 00:61 Soils EnglneerJ �+ r.A. C=am'- Firm:00, "A .�;�� Phone: Lot: Subdivision: The following special inspections shall be performed according to the State Building Code and City of Tigard's Municipal Code Chapter 14.06.010 - 14.06.040: qEngineered Grading (>5,000 cubic yards) - U.B.C. 7014 � Regu'ar Grading - U.B.C. 7014 Compaction Reports (per ASTM standards listed in U.B.C. 7002) Testing Agency:_ GAs� pj1•�! __--_--_ Phone: - j+� ocher 4t Lis The owner hereby agrees to employ the above soils engineer for the above-noted special inspections. i Signal re of Owner _-- Print Name____ — ___ Phone N( Firm C)ate_�� 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -- A RECEIVED December 6 , 1994 DEC 0 8 1594 Francisco Varela MPR OktGON `+'TY OF TIGARD Musil Perkowitz Ruth Architects 9150 SW Picneer Court, Suite T OREGON Wilsonville, OR 97070 Project : Office Max- plan check #11 -50C 72.55 SW Dartmouth Street Subject : Building Plan Review (1991 UBC with Oregon Amendments) The plan,; for this project were reviewed for conformity with applicab].- codes . Please submit she following items for completion of the J review process at your earliest convenience : J)AsWhat is the volume of cu-t and the volume of fill in cubic yards? Please complete the following formic and return to the Building Division. W`141 1 Ineicate the R-values for all types of ii.su ration on the plans per the Oregon energy compliance forus. Accessible parking spaces shall be no less than 108 W If A1j inches wide (section 3104 (g) 2) Figure '.0 in Chapter 31 is incorrect . Only the single accessible parking space with an 8 foot access aisle can be marked "van accessible" (sect.ion 3104 (g) B) . Provide details/references for the sidewal • ramps located j at the southwest cc cner of the building and accessing the sidewalk which leads to the public sideway . See sheet SA-1 . 0, etc . At least 50 percent of all public entries, or a number. ` equal to the number of exits required by Section 3303 (a) , whichever is greater, shall be accessible (section 3106 (b) 3) . Since the occupant load for this building is 665, the South exit from the retail area needs to be accessible . Submit structural calculations for the keystone retaining walls . Tt:e mens and womens restrooms on the first floor shall comply with the following: 13125 SW Holl Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 — — The rest rooms shall have a smooth hard nonabsorbent surface which extends upward onto the wall at least 5 inches (section 510 (c) 1) . Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface of portland cement, concrete, ceramic tile or other smooth, hard nonabsorbent surface to a height of 4 feet, and e::cept for structural elements, the materials used in such walls shall be of a type which is not adversely affected by moisture (section 510 (x.) 2) . Open guardrails shall have intermediate rails or an ornamental pattern such that a sphere 4 inches in diameter cannot pass through (section 1712 (a) ) . See stairway at gridline 4F. Stairways shall have handrails on each side (wider than 44 inches) (section 33 )6 (1) ) . Please detail completely '--he handrails located on walls . '\\1 Provide a draft stop within the canopy (section 2516 (f) 4B (iii) exception) . In addition, access to each SZ section of the canopy between draft stops to be accessible- 22 x 30 'Inch access minimum. Submit sprinkler-, fire alarm, and strobe/visual alarm Q1 P_ plans for review. Handles, pulls, latches, locks and other operating devices on doors, windows, cabinets, plumbing fixtures and storage facilities shall have lever or other shape permitting operation by wrist or arm pressure and not rr requiring tight. grasping, pinching or twisting to o,.�rate . The force required to activate such equipment shall be not greater than 5 pounds force (section 3109 (c) l) . 'j`' The highest operable part of environmental and other controls, dispensers, receptacles and other operable equipment shall be within at least one of the reach ranges speci f ied in Section 3 10 9 (b) , and not less than 36 inches above the floor. Electrical and communications systems receptacles on walls shall be mounted a minimum of 15 inches high above the floor (section 3109 (c) 2) . When a person opens a. door towards themselves, an 18 inch strike edge minimum is .required (section 3309 (h) 3 , figure 25 (a) and Table 31-F. See the storage room door located at the northwest corner' of the building. The double-acting doors to the warehouse shall be provided with view panels of. not less than 200 square inches each (section 3304 (b) ) . Note 18 on sheet TS ,,tates, "special locking device . " °►�<`'�� Hardware note 8 on sheet A-5 calls for security alarms on sy r door 3 (two dors) . Special egress-control devices shall '�( comply with all of the requirements of Section 3304 (e) . / he entire length of corri_dor�)walls and ceilingd eo be ne-hour fire-rated (tunnel pystem- 5/8 inch type X ypsum board on each side of Qraming) . All doors to be 20 minute fire-rated, self-closing with smoke gaskets (section 3305) . See the corridor adjacent to the rest ooms . Fire dampers complying with the reriu rements of UBC _,. Standard No. 4307 shall be installed and be readily of accessible for servicing -in the , follow ng location: \` 1 . Duct penetzations through`protective elements Y) of fire-rated corridor►walls . Sabmit seismic bracing and structural calculations for �._ the mechanical equipment on the roof which exceeds 500 pounds per unit . Th M owing structural concerns are noted: ` 1 . Retaining wall/cmu wall design: not clear how yo, integrate your cantilever design with your "pin-pin" design for those walls which are combination retaining/regular walls . When roof supporIL is added, the wall becomes "pin-pin" for the full height and steel at base is in wrong face, or is back-fill to be placed prior to completing cmu wall above back-fill and installing roof with the assumption that wall becomes "fixed-pin" after roof installation? Please clarify. Stem design on sheet 6 . 5 of the calcs calls "no good" . Provide shoring plans and cal.culati.ons..> AA/ Under-slab drainage and s ade ep is not shown per soils report . Also, actings hould be shown consistent with figure of sei s report Show footing and retaining wall drains--oma ural sheets . Please detail cut cross section in pad area- sheet 6 of 6 . �wf Specify fill cross section in pad area- sheet 6 of 6 per 1� page 6 of the soils report . 0` rr Provide detail for under slab french drains per the soils report . Clarify cxetai.ls called at gridliriiss C and D/5, DE/5, and 2F on sheet S2 . 9 . Should the joist girder between gridlines 1 and 2 at gridline F be G31 or should the schedule on :3JS2 be G30? Detail all connections shown on A/&T3. Please provide approved metal fab.Licaticn shop or specify special inspections at the shop for shop , eldi.ng. All ci.'✓il sheets need to be signed by the engineer of record 1- 6 A Please re-submit the above for review and contact David Scott , P.E. to discuss these concerns . Please make these corrections on the appropriate pages of the drawings and resubmit three copies of each page to the City of Tigard for review. This plan review does not include electrical or plumbing plan reviews. Electrical concerns can be directed to Washington County nt 640--3470 and plumbing concerns to Mike Sheehan at the City of Tigard at 639-4171 extension 312 . If ycu hav,::� any questions or concerns, please do not hesitate to call . Siaan,,��cerely /� Avyz" Mark Burrows Plans Examiner. 639-4171 ext . 361 mb/pr.Nll-Sq.doc A , N, F c; . • Rte(= �5 FLD-x.BLE C.hn vl wt-4--" i S ! rJ T'",--) �'l, of lowrny structural concern■ are noted Retaining wall/cmu wall design! not clear how you xntegrsts your cantilever designyour 'pin-pin- don gn for cwith hose walls which are combination T retaining/regular walls. When root support is added, the Tali s 11�� 2j'3 �' l��I�"Ah ✓'- �2 ,L� wril nacomes "pin-pin" for the full height and steel at 1 base wren" face, or is backfill to be placed prior to c"with cmu wall above back-till and installing roof the assumption that wall becomes "fixed-pin" after roof installation? Please clarify. 4N 3cem design on sheet 6.6 of the ealca palls "no good Provide ihoring plans—an c'Tculations. - Alt-if, Under-slab drainage and slab on grade prop is not shown — par sails report. Also, tooring details should be shown conetawith figure 7 of echow footingand retaining wall drains on structural shoots. w n L( S(L'T &j AALI KPI.ase, detail cut cross section in pad area- sheet i of - NIA Specify till cross section in pad area- sheet 6 of 6 per page 6 of the soils .euort. �T h — -. Nr Provide detail for under slat, trench drains per the soil" SCE �4 � ^l — report. W A T ar+ PC Fh•1 _- - ---- - - - Xcror . Clarity details called at gridllnas C and D/S, D6/!, an �j�r E�w / _ T w rF 7P ea on shoot f1. �`�-- u7 .v �N Should the Joist girder between gridlines 1 and 2 at gridline F be C11 or should the schedule on ]/04 be 070? Yes 'SV 5�74G1 RC�}p •�I Detail all connections.shown on A/SiT3. roVida approved—metal abricitn SFRj or specitV — ---— /l ecia actions at the shop for shop Welding. ��L Nd? (/s�, iN ST �. ( �„� ij u ,oep - ---•--. _ - 1 atoll she • need to be signed -by _e she engineer o-f- - •( , T�'�G(� -T, '�� - - - - - ---_..-_.�......_ Iv , . ANF & ASSOCIATES Tel:kb 18)44&8192 Joe Na onsul)ing Structural Engineers Fax: ^(818)446-8092 evm AIX-, By (Jn GATt f (1 95m Telstar Ave.,Suite 101,EI Monte,CA 91731 SH OR Tc w m 210 Ib , rs�aa c.. 5R,*r- t,1 ml}-rj . ZI cm 16, �-. M6T Ali 3 � c mt-6 `T, E-A , Siol7 G. HERSCHMAN ARCHITECTS ® 1 N C C 0 P O N A f E 0 23625 Corr►n►ercc `'ark Road Tel 216,464.4144 A Cleveland Ohio 44122 Fax 216.464.6592 REGF1VF D Francisco Varela DEC 151994 RE: Office Max Musil Perkowit7 .Iuth Tigard , OR 9150 S. W. Pioneer CtMENtOREGON Review Comments Wilsonville, OR 97070 December 13 , 1.994 Dear Francisco Min R-Values of R-16 ( roof ) ano R-10 (walls ) w-re to be maintained per indicated construction . Design values: R- 16.b and R12. 5 respectively . 1 . Refer to sheet TIA-5 ( room finish schedule) ceramic the base specified has been increased to 6" as directed . 2. Defer to sheet TIA- 5 (enlarged rest.roum plan ) extend ceramic tile to 48" A.F .F . on "wet" walls as indicated on drawings and directed by section 510 (c ) 2. Plans will be supplied by sprinkler and fire alarm contractors . .14,; Drawings comply �A.nS 5. Drawings comply Pefer to sheet TIA-1 . Drawin7s comply. Adequate clearance can be obtained with 4 -8" dimension indicated . Additional note added to plan . 1 Impact doors specified meet the view panel requirements as i,, directed by section 33)04 ( b) . Refer to attacrled '\ specification . Doors and hardware comply as specifiiru . Security alarm is 'k contact switch which does not interfere with door swing . N6. Refer In sheet TIA-1 . Drawings have been revised to indicate one hour construction . N/A. Ducat does not penetrate fire rated corridor walls . Sincerely G. HERSCHMAN ARCHITECTS, INC. 1" 1 -5�M, erk.e ID C !' 0aa80/sua Vinyl BuyLlne 8172 t Impact Door SERIES 1500 b LIES 2000 SUPER "TUF" dOL"iflS SUPER AIR SEAQ. rQ0RS -,�.. 1500 THEFIMAL DOOR CLEAR VIEW DOOR SERIES 1500 S"'PER AIR SEAL"RETAIL DOOR SUPER"TLIF"DOORS This door is essentially a visual barrier used to separate public areas from rho series 1500 Gloom are a general purpose traffic door for obiestnan P id employee work areas.The decorator door is available,i several colours and ryish cart traffic.Ideally Suited for supermarkets.pharmacies,proe0sse,g designs,either as a single or as a biparting door moms,laboratories and retail stares Available for openings up to 8'0"v7 x 0, SPECIFICATIONS i1"H Doors shall be double acting,shock absorbing,agxible traffic doors series DOOR FEATURES INCLUDE 2fWJ Modrd_ as manufachired by Super Seal Mfg.Ltd •Nest,clean,attractnre appearance. Woodbridge,Ont.Doors ahall bc+manufactureu a beta fabric of 40 •Impact resistant 3z.lyd.1 reinforced Inrryl,bonded cod double stitched whtre pined.Panels •Light durable panels shall be hung from a top lamb unteu galvanized gravity hinge through s •Y""thick tough extruded aluminum side frame,totally enclosed durable cast support pockol in the door body.Doors come complete with Itb'th, x 48" aluminum alloy floor and header mounted cam type hardware Large selection high scud,dent,and gouge resistant Impact prates on both sides.and A of colours and finishes 14' x 14'PVC window per panel MODEI.1501 1h•thick Stress ieleived,sanitized one(1)piece H D P sheet SUPER"AIR SEAL"THERMAL DOOR MODEL 1502 t/t'it iok wood coif with one(11 piece high o,assure laminate This door is designed as a thermal barrier for heavy impact and high traffic face,Leading and:op edge capped with 18 qa stainless steel biro use.Usually used in processmq plants.warehouses,and in refrigerated and MODEL 1503 As above but with anodized alurnmurn face panels in place of freezer areas to cortrol temperatures Available In three base materials,with high pressure larnmaie impact plates(both sides)t0 suit each application MODEL 1504 4:"thick one(1)piece A BS sheet SPECIFICATIONS MODEL 15,35 -h"thick wood core with one(1)piece Kydex lace paneIr Doors shall be double acting,shock nbscrbing,flexible traffic doors Series Leading and top edge caopec wrath 18 ga.stainless steel trim 2000 by Super Seal Mfg Ltd Doors will be mei iufactured in accordance to SPECIFICA IONS standards for use In registered establishments;ncluding a base fabric of All traffic doors where noted on the door schedo ile shall be doubir,acting type 40 ozivds vinyl,bonded and double stitched where joined Doors shelf be Model• as manufactured by Super Seal Mfg.Ltd Woodbridge, hung from a lamb mounted galvanized gravity hinge through a support ucoket Ont Door body,hall be—_colour_—mounted in a one(1)pieta in the door body Doors will come complete with 48'high scuff dem a.-)o minimum 1/4"thick extruded aluminum vertical style.Floor and header gouge resistant impact plates on two sides and a standard 14" x 14" mounted cast aluminum alloy ram M,a hardware shall be totally enclosed PVC window Vinton area Shall be shatterproof ci-At sal.'ty acrylic apt in a black rubber gasket 9" x 14' Models 1502.1503, 1505 shall nave the leading and lop SUPER"AIA SEAL"CLEAfi VIEW OOGfl edge capped with a 18 qa.stainless sleet him This door is also a'tlermsi barrier with one very dishnrl+,a(assure-a tull-width OPTIONAL E::TR,4S window for maximum visibility It is used extensively or processing plants and Push orales in stainless steel or high impact plastic heavy duty rased steel warehouses Its clean design also lerds Itself for usr in retail areas limb guards 5' x 9 5" x 18' larger wh dows 12' x 18'.18' x 18".20' SPECIFICATIONS x 20" round windows 10'. 12', 18'dis.e.-truded coloured virryl/aluminum Doers shall be double acting,shock;.bsorbmn,flexible doors Senes 2000 as bumper strip high impact resistant thermop astic black teardrop bumpers, manufactured by Super Seal Mfg ltd Doors ell be manufactured from a stainless steel.Vp"coloured H D P, 118"ti' coloured A 8 S kickplates 12", clear PVC base wi"1 40 .z/yd t vinyl trim and pocket.bonded and double 18".24' 38' 48',high stitched where joined Doors shall be hung from a lamb mounted galvanized gravity hinge through the support pr+ckel m the Cool bodily Doors will come • complete,vqh 48"high scuff,dent and gouge rest, in:impact oletes on two sides i Gasket \, Top Hinge Pwpl IMPACT PLATES WINDOWS Door Panel f 1 1 i Flat Wagner 0 a �l d Comprecgwn y•ate" ,y• / Thruu 'Pring l 2 I 3 }J A E TO Beating Exhuded —� Exfourlad Hinge Tube 17g' Super'Air Seal"floors may be aipplied Windows must be used a;a safety Hinge Tu W. S / Drill ls''119 lire Ihru cam!t with imr)act ol9lea l0 t cCOminodate precaution aril very in pOr411Mi The non• h. go wtx Install rdl pin differ Ara types of traffic. dew.it made of flexible t0 conform user'. dna pilin hila Ic.he overall flexibihly of the door i IOCaled Ihru one wall OI 1 uaeG w,ere tfllfiC Cdn9igig of lark lifts hinge tune as guide or pallet trucks strrdng the bosom A Standard 128' x 14") TypcHole Dlmntraffic consists 2.Us?d where traconsists of F Side 5" x 14") Cam \\VJy i i For Up per i lcwrir overhead hacks and the usual Lodonl Cantei (14' x 14') I I poor Pang 1-13rdwerr traffic :-c requred Hold this dim 3.Useu where traffic strikes the center for freezers) when drilling 8 of the door pinning cam 'h Hinge Wage Plwl 3 DATE: PLANS CHECK NO.: � //-�� c.. PROJECT TITLE: COUNTYWIDE �? y 2 TRAFFIC IMPACT FEE APPLICANT: WORKSHEET' (FOR NON-SINGLE FAMILY USES) MAILING ADDRESS: T C"/7-IP/PHONE: RATE PER70 (SND USE C6_1EGOY TRIP TAX MAP NO.: RESIDENTIAL $155.00 b2,5-0 L) BL JSINESS r_fD COMMERCIAL IAL 39.00 SITUS NO.ApDRE s1 .00 SS -INDUSTRIAL _ $150.00 INSTITUTIONAL T $64.00 PAYMENT METHOD: CREDIT INSTITUTIONAL ONLY: BANCROFT PROMISSORY NOT I AND USE CATEGORY ESCRIPTION OF USE EKDAY AVQ TRIP RATL WEEKEND AVE TRIP RATE DEFER TO OCCUPANCY / c, 4 , G BASIS:Jle/ ,'.2� L z �jtGc.� G IJ /I CALCULATIONS: 7L ot� . 4/l/CG YG lv s . — [PROJECT TAIF GENERATION: prim.. f) ADDITIONAL NOTES: FOR ACCOUNTING PURPOSES ONLY: RCGAO AMT.: Tl/= — L.- ( TRANSIT .:-NIG SS �n L, L - PREPARED BY:k 1 CC! WASHINGTON COUNTY TIF NOTEBOOK / v form tH10',� i ILI lY 111 1 11 ICM !?1 I ! II '1 111 ! ': rrWti 411 I I i II ' i i•!r 1 ' '{'r+I`r { 14 I 111'11111;11 i'It1, /Ca I, n 7 I NiIMI'If- f I I .11104 N'I'1. „!,I IIIc I ItlIII it I I I ,'k I, I , Iu I1 I rltl 1 I , , IWO I , li,.I,! ! III (,l 'i , !illi il'i i4It� IicIt.it, 1 twl 1,-, '0 4.0 1 '1 il!I't 1^.I- r ll IaF�i4'hll. t'.I I tAl l li 1't II:I C'•I I Pt'l I•. k•il-II C Y PLAN C.:N:. r!1 II t. IVIIIX., tNI. 111NI IIWIIItINI I-IFCi1i r't,`iCr, II Cmwtructian Inspection&Related Teats Carlson Testing, Inc. Geotechnical Consulting P.O.Boz 23814 Tigari,Or•gon 97281 Pho,i•(503)684.3460 FAX 9 684-0954 November 16, 1994 CTI # 94-2.465 i r clowns l l C:ow Company 8930 S .W. Gemini Drive Beaverton, OR 97008 Attention: Johr. Lovelace FOUNDATION IN'%F?ETIGATION PROPOSED OFFICE MAX (RETAIL "D" BUILDING PAD - TIGARD CEYTER) TIGARD, OREGON Gentlemen: This report presents the results of our foundation investigation for the proposed Office Max retail building located on the northwest corner of the intersection of S .W. Dartmouth St and S .W. 72nd Ave in Tigard, Oregon. our work was performed in general accordance with our proposal letter (P0204) dated October 24, 1994. BACKGROUN"0 Site Description The Retail "D" building pad has already been cut by up to 10 feet and slopes uniformly to the west at about a 4 percent gradient. East of the crit pad the ground sli_,pes upward at 2H: 1V to the Level of 72nd Ave. This grading was performed during the summer of 1993 as a part of --he initial Tigard Center development, which was primarily thr Cub Foods Stare. Based on the topographic neap, existing elevations range from about 206 ft. to 212 ft. above MSL. The pad is bounded on the north and west sides by the existing Cub Foods parking ]_o`1 and driveway, on the south side by S .W. Dartmouth St, and on the east side by S .W. 72nd Ave. Sparse weeds and grass now cover the pad. Proposed Construction The proposed Office Max retail store building is planned to be ' constructed using structural concrete block masonry- walls and concrete slab-cin-grade floors . The east end of the building will extend into the existing 2H: 1V cut slope, ther--fore a retainina wall is required to a maximum of 12 feet vertical retained height. The proposed si :.e grading will level the pad and flatten the parking area to a 2. 5 percent gradient, requiring up to 4 feet of fill and a second sma? ler retaining wall at the southwest corner of ' the parking area. CTI # 94 -2465 Trammel Crow Company Page 7. Piro ect Data Location - Northwest correr of the intersection of. S .W. Dartmouth St, and S .W. 72nd Ave. in Tigard, OR Owner - Trammel Crc_w BTS , Inc . - Two Pierce Place, Suite 700 , Itasca, IL 60143 Civil Engineer - Alpha Engineering, Inc . - 9600 S .W. Oak, Ste. 230 , Portland, OR 97223 . Architect - Musil, Perkowitz, Ruth - Commerce Center South, 9150 S .W. Pioneer Ct. , Suite T, Wilsonville . OR 97070 . Strur_tural_Engineer - ANF & Assoc . - 9500 Telstar Ave. , Ste 101, E1 Monte, CA 9173: . jVrisdirtional Agencv - ':ity of Tigard. GEOLUGY/SEISMICITY The Office Max project site is located in the Willamette Valley, a troughl.ike sediment-filled basin between the Coast Range and the Western Cascade Mountains. Based on available geologic mapping, the site is covered ty approximately 30 ft of fine grained glacial outburst flood deposits (Off) . The depth to bedrock of Columbia River Basalt is estimated to be approximately 450 ft. Geological and seis,cologi.cul evidence suggests that the entire northwest coast is vulnezlble to very large (M8 to M9 Richter Scale) earthquakes with long durations of shaking over a vast region. Local faulting and seismicity are not as well understood, but are also believed to be capable of strong shaking. In response, Oregon State regulators upgraded the seismic rating of the entire Western Region to a UBC Seismic Zone 3 . Based on review of the Beavertoii quadrangle geologic map from the Earthquake Hazard Geology Maps of the Portland Metropolitan Area (USGS Open-File Roport 0 -90- 2) , an inferred normal `-hilt occurs approximately 1200 `_eet north of the project site . Tne si.te is on the downchrown side of the fault. No evidence: is currently avail-able to deter-nine definitively whether inferred faults such as these exist and, if so, whether they are still active . To our knowledge, the site is not in an area prone to inordinate local seismic activity. The adoption of Seismic Zone 3 as defined by the Uniform Building Code (UBC) by the State of Oregon for the region west of the Cascades is currently considered adequate for earthquake resistant building design. CTI 4 94-2465 Trammel Crow Company Page 3 Due to the shallow groundwater and occasional loose, cohesi.onless silts , some of the soils beneath the site at a depth of about 7 . 5 to 15 feet below finished floor are considered potentially liquefiable during a large distant or close moderate earthquake event. For our purposes, such events are defined as capable of -Icnerating maximum repeatable horizontal accelerations of about 0 . 2 g or greater. Above this acceleration, oven primarily silty soils are presumed capable of liquefying (Reference: Seed and Idriss 1984) . Based on further analyses for the potential for l.iquefacticn- induced lateral spreading (Reference: Bartlett and Youd, 1.992) , it is our opinion that the potential for extensive damage due to lateral spreading is r.em6te due `.o the high fines content of the native soils and t,ie gentle regional. topography. FIELD 'EXPLORATION` AND TESTING A general description of the field exploration procedures and boring logs are presented in Appendix A. The boring locations are e shown on the Site Plan, attached as Figure 1 . Laboratory testing procedures and test results are presented in Appendix B. SUBSURFACE CONDITIONS soil our field investigation included four borings to a maximum depth of 30 feet . Based on our borings , the native soils are comprised of fine grained Quaternary flood deposits . These soils are classified as SILT with traces to some clay and occasional traces of fine sand (ML) . The soils are brown 2nd grey in color and the plasticity ranges from low to medium. The soil consistency primarily ranged from medium stiff_ to very stiff or loose to medium dense. All borings encountered damp to wet. soils . Groundwater The static water Lable was measured in the Boring B--4 one week after completir,n of the boring and estimated in all four borings from sample moisture condition during drilling. These groundwater depths iiie shown on the boring logs in Appendix A. The depth to water was 1.1 feet immediately after drilling Boring B-4 and 5 feet one week after completion of the boring; the water rose approximately 6 feet during the one week period. The significant rise of the groundwater level can be attributed to extensive rains during the one week period between the readings . Such rapid and large fluctuations in the groundwater level is typical g;.ven the subsurface conditions at the site. r CTI # 94-2465 Trammel Crow Company Page 4 CONCLUSIONS AND RECOMMENDATIONS General Summary It is our opinion that the proposed construction is geotechnically feasible given the subsurface conditions encountered in this investigation, provided the recommendations of this report are incorporated into the design and construction of the development. The shallow groundwater poses the greatest difficulties to sit.e development. As a result of the fluctuating shallow groundwater conditions and the proposed cut to finished floor elevation, special drainage measures For the retaining walls, slab-on-grade, and foundation will be required. Shoring is also necessary to safely make the extensive cut into the existing slopes without encroachment into public right-of.-way. Sheetpiling is considered the best shoring alternative for the site subsurface conditions. Imported granular fill and/or lime treatment of on-site soils will likely be requi.red to place :ill in the wet weather season. Site Preparation Start of construction should begin with installation of a deep subdrain for dewatering. The subdrain sh.-nuld be located as deep and as near as feasible to the east end of the building outside a 1H: 1V plane of from the outside edge of any building or wall. footings. Subdrains should consist of minimum 6-inch diameter, ADS perforated drain pipe enveloped in P. minimum of 8 ft3/fc Cf clean washed SAND. A minimum of one-half percent fall shDuld be maintained throughout the drain and nonperforated pipe outlet. The subdrain trench will likely be unstable during exca,.-ati.on, therefore it should be excavated in sections and backfilled as quickly as possible to minimize caving or sloughing. Well above the drain, the sand backfill should be watered and compacted. All st=ructural areas and areas to receive engineered fill should ' first be stripped of any vegetation. Based on our observations , the average depth of ve5ation and surf ^e soil removal required is estimated to be only 2 inches . These stripyrugs should be disposed of offsite. Shoring Based on our explorations , the on-site soils are considered to be OSHA "Type B and C" soils . The maximum allowable angle for a temporary backout is 1H: I.V. For steeper cuts or vertical cuts more than 4 feet, shoring will be required. It appears that much of the CTI # 94-2465 Trammel Crow Compaay Page 5 retaining wall in the east and north sides of the proposed building will require shoring. Given the site subsurface conditions, it is our opinion that sheetpiling is the easiest and best shoring method. Cantilever sheetpiling will likely be possible. We recommend that the lateral pressures in Figure 2 be used for the design of cantilever shoring. The groundwater levels assumed for design of the shoring should be taken at about the level of the subdrain on the excavation side of the sheetpil.ing and is estimated to rise to within about 5 feet from the ground surface on the retained side. It is preferable that the sheetpiling remian in place so as not to cause distu�.nance to the building foundations due to extraction. Foun ations The proposed retail building, of the type anti.cinated, may be founded on shallow spread footings bearing on a minimum of 12 inches of grinula.r engineered fill below the footings . The lower layer of granular engineered fil '. should preferably have a high fines content to create a relatively impermeable layer beneath the building. Lime-treated reject rock, such as the Sper.ial-Treated Base (STB) produced by Baker Rock , provides relative impermeability and is less affected by wet weather than other rock products with fines. For protection against frost heave, spread footings should have a minimum embedment depth of 12 inches for interior grades and 18 inches for exterior grades on level ground. The minimum widths for continuous wall and pad footings should be 18 and 24 inches, respectively. We anticipate that the allowable bearing capacity can be taken as 2 , 000 lb/ft' for footings bearing on competent n-jtive subsoils or engineered fill . A one-third increase may be taKen for shor',:-term wind loads , but not for seismic . The coefficient of friction between on-site soil and poured-in-place concre -e may be taken as 0 . 35 . The maximum anticipated total and differential footing movements (generally from settlement) are one ir,^.h and one-half inch over a span of 20 feet, respectively. r'1'I # 94-2465 Trammel Crow Company Page 6 Engineered Fill If the earthwork is to be performed during the wet weather season, then a wet weather construction plei should be discussed with the contractor. All grading should be performed in accordance with Chapter 70 of the Uniform Building Code, with the exceptions and additions noted herein. It is very unlikely that this grading can be performed using untreated on-site soils except for in the, s;unmer months, generaliv from mid-June to mid-October. Imported material should be approved by the Soil Ei.gineer prior to arrival on site. Engincered fill should be compacted in horizontal lifts not exceeding 8 inches using standard compaction equipment. If placing fill over areas sloping steeper than 5H: 1V, the area should be benched into the slope at least 10 feet horizontal. A minimum of 90 percent of the maximum dry density obtained from the modified Proctor, ASTM E:1557 , or equivalent standard (AASHTO T-180) is recommended for engin•aered fill . Field density testing should conform to ASTM D 2922 and D 3017 , or D 1556 . All engineered fi.- 1 should be observed and tested by the Soil Engineer' s representative. Typically for a project of this type, at least one density test is performed for foot of fill placed or every 500 yd' of earthwork performed, whiche%,cr is greater. The earthwork _qonlr. actor should be contractually held responsible for project dens.L'.Y test schedulincl and frequency. Underslab DrdinaQe The slab s'aould be underlain by an underslab drainage system. The system should consist of trenched r-ut-irains spaced at no less thian 15-foot intervals . The subdrain consists of a perforated pipe (fl- inch diameter) , e-veloped in a minimum of 2 ft3/ft, of open graded drain gravel (2" -Y) wrapped in Amo7o 4545 filter fabric (or equivalent! . The pipes should be located away from beneath footings , where possible. Please refer to the construction detail, Figure 3 . Slabs-on-Grade The underslab base course should consist of ly" -0 or YV --0 crushed aggregate base over the granular fill and underslab drainage system. As previously discussed with the Civil Engineer , we suggest about 16-inches of base course be provided to maintain a good capillary break and to deepen the underslab drainage layer . Two layers of vapor barrier and 2-inch sand layers were also discussed to aid protection of moisture-sensitive floor coverings . I ('TI # 94-2465 1 Trammel Crow Company Page 7 ' Retainina walls The following equivalent-fluid lateid]. soil pressures are recommended for design of permanant retaining structures with adequate drainage behind the wall so that hydrostatic pressures are not realized. Values are given for backfill that consist of free- draining granular material and if on-site soils are used (then the values in parentheses should be used) . TABLE 1: RECOMMENDED LATERAL PRESSURES SOIL PRESSURE. (lb/f t3) Unrestrained Wall Restrained Wall TYPE Level 2H: 1V Level ?.H: ].V Profile Unslope Profile Upslope Active Pressure 35 (40) 52 (57) At-rest Pressure - 55 (60) 70 (75) Passive Pressure- 300 300 125 125 (250) (250) ( 105) (105) " The upper 0 . 5 foot should by ignored for passive resistance The above values assume that no traffic loads hydrostatic pressures , or other surcharges exist . The average allowable bearing pressure may be taken as 2 , 000 lb/ft' with a maximum allowable toe pressure of 2, 500 lb/ft2. The coefficient of friction r between soil and poured-in-place concrete may be taken as 0 . 35 . The minimum recommended depth of embedment for short retaining wdiis is 1B inches . N wall drain should be placed behind walls at their base. When .ising on-site soils for backfill a 1-foot wide layer of clean sand should be placed immediately behind the wall for its entire length. The sand layer should extnd from the wall drain at the bottom of the wall to within 1-foot of the surface of the backfill . Wall drain construction should conform to the recommendations in the. Drainage Section cf this report . Retaining wall backfill supporting walkways , concrete slabs, and other structures should be compacted to at least ' 5 percent of the maximum density obtainable by the standard Proctor (ASTM D698 or equal) . CTI # 94-2465 Trammel Crow Company Page 8 Utilities All deep excavations and shoring :,hould conform to OSHA regulations (29 CFR Fart 1926) . It is our opinion that the majority of the on- sJte near-surface soils are OSHA "Type B and C" soils ; using one classification worse when groundwater is present. The walls of temporary construction trenches n=A expected to stand nearly vertical, wit?, only minor sloughing, to a maximum depth of 4 feet froa, construction grade. e PVC pipe should be installed in accordance with ASTM D 2321 procedures. Initial backfill lift thickness for a V -0 crushed aggregate base may need to LP as great as 4 feet to prevent flatten-ng of the flexible pipe. We recommend that the trench backfill be compacted to a minimum of 90 percent of the maximum dry density obtained from AASHTO T-180 . Typically, density tests are taken at about every 2 vertical feet for every 200 lineal feet of A trench backfil_1 . Lift thicknesses should not exceed 12 inches, except if manufactured, granular material is used for trench backfill, then the lifts for large vibrating plate-type compaction equipment (e.g. hoe compactor attachments) may be taken as great as 2 feet, provided proper compaction is being achieved and tnFted at each lift, as feasible. Use of large reverberating compaction equipment near existing structures should be carefully monitored for possibly harmful vibrations . Pavements Based on our experience and California Bearing Ratio (CBR) testing performed on similar soils, the estimated design resilient modulus for a compacted subgrade is apprcximatcly 5 , 000 . Assuming a 20- year design life typical pavement sections are provided below: CTI # 94-2465 e Trammel Crow Company Page 9 ' TP.BLE 2 : Typical Dry.-Weather Pavement Sections Recommended Minimum Layer Thickness Recommended (in. ) Compaction Parking DrivewaNs (Standard) Stalls 91% of Rice Asphaltic Concrete - 2. 5 4 density (AASHTO T-209) Crushed Aggregate 95% of Modified Base (' " -0) 8 10 Proctor (AASHTO T-180) On-site Soil 195% of. Standard (Reworked Subgrade) ) 12 )12 Proctor (AASHTO T-99) Note: Design in general accordance with The Asphalt Institute, (MS- 1 , Sept. 1981) For pavement construction d�iring__he wet weather season, a significantly thickgr ( 12 inches or greater) base section over a woven aeotextile willrp obably be needed to support traffic . CTI recommends proofznLling directly on the subgrade with a loaded dump truck during dry weather and on top of the base course in wet weather. Soft areas which rut, pump, or weave should be stabilized prior to paving. Soil Expansion Potential ar,_ zrosion Control The near-surface native soils are generally silty soils which have a low expanplon potential ; therefore, no expansion index testing was performed as a part of this study. The Soil Conservation Service mapping for Washingtcn County concurs that the soils have a low shrink Swell rating. These soilo are also considered to have a low cohesion and can soften and erode if unprotected and exposed to periods of wet weather or over-irrigation. The Civil Engineer' s erosion control plan should be precisely followed if earthwork or building construction is performed during the wet-weather seasons . Slope faces should be firm and protected from rilling until_ landscaping is well established. CTI # 94-2465 Trammel Crow Company Page 10 GENERAL NOTES This repor'. was prepared solely for the Owner and Designers for the design of i.he project. W,; encourage its review by bidders and/or the Contractor as J * Lelat.ss to factual data only (test pits and laboratory datal . The opinions and recommendations contained within the report are not intended to be nor should they be construed to represent a warranty of subsurface conditions but are forwarded to assist in the planning and design process. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in ' full, without prior autt-.orization from this office. We would be pleased to provide additional input, as necessary, during the design process and to prc —de on-site observation and testing during construction. Please feel free to contact us for this work as v:?11 as for any ques :ions you might have regarding this report . If there are any further questions regarding this matter, please do ' not hesitate to contact this office . Respectfully submitted, CAR;,SON TESTING, INC. D'A C�� yG: » , James D. "IMb rie, P. E. Se,,n L. Caraway, E. I .T. Geotechnical. Engineer ` Staff Engineer Reviewed By ! b Doug Leach President cc : Alpha Engineering Inc. - Ed Christensen. Musil. Perkowitz Ruth - Francisco Varela ANF & Assoc . - Norman N -- -- ��• 8-3 2241 DRAIN i0 BE\INSTALLED � BUILDER AND CC�NNF.CTEO T B-49 R 8001= DRAIN. ` y 1 4 �•CC�STRUCT 5' SIDEWALK ARO`1NU BUILDING 1 222- INSTALL 22INSTALL TEMP. Vrl CONSTRUCIICN ENTRANCE II II li OFFICE IMAX / F- - 209.0 1 I I 218. / li I 205.50 1 1 205.10 ` I' 205,50 0 205.20 100 I 12. 0 204.701 204.90 SX 205.1 .0 205. 0 2 208.00 LEGEND e-T Sketch - not to scale r Approximate locatior of boring 94-2465 Site Plan 0, !LSOw- Carlson Totting,Inc G r P.O.Box 23814 Figure 1 November 1994 Office Max at Tigard Gent-- r Tigard,Oregon 07261 !'4-^A60 Fax 664-0954 H+ 5H_, -26 Hz-- Hz 360 D, Y H4 •� D, — 19 H3 -- H3 K2.4H4 62.4 Dz Dz - �-l73 Dz Hydrostatic + Passive Earth Activc, Earth Pressure + Hydrostatic Pressure Pressure Pressure i62.4D2 + 360D,+ 173132 55H,+26H2, 19Hs + 62.4H4 KEY ,-- — H,= Depth to Svatic Groundwater(feet) 112= Depth from Top of Groundwater to level cf Excavation (feet) Ha = Depth from Level of Excavation to 3ottom of She(-,,. Pile Embedment (feet) H.= Depth from Top of Groundwater to Bottom of Sheet Pile Embedment (feet) D, = Depth from Level of Excavatior, to Bottom of Subdrain D2= Depth from Bottom of Subdrain to Bottom of Sheet Pile Embed- ment �94-2465 Cantilevered Sheet Pile Figure 2__ ' aa -3460-Fax 684-095' �So `Carlson Testing;. Inc. - P.O. Box 23814 -Tioara. Oregon 97281 -684 I Slab Sand and Vapor Barrier 1 11'2" -0 / 3/4" -0 2 a" Perforated Pipe 1 . � .� o p s -0 •e u o ._ Granular ° 30e, Structural 1.2" Minimum e _ Fill " k—3' Minimum-� Notes: 1. Deeper Granular Structural Fill should preferably consist of lime-treated base 2. The pipe should be enveloped in a minimum of 2 cu.ft./ft. of open graded drain gravel (2"-1/2) and wrapped in Amoco 4545 Sketch - not to kale filter fabric (or equivalent) :7 T94-2465 Construction Detail ,GQRLSO Carlson Testing,Inc. ~ P.O.Box 2814 Figure 3 November 1994 Office Max at Tigard Center Tigard.Oreegon 97281 V� 684.3460 Fax 6640954 APPENDIX A FIELD INVESTIGATION Our scope of work for this investigation included four borings conducted on October 26 , 1994 by Crisman drilling of Tigard. The borings were drilled to depths of 15 to 30 ft. ' Sampling was performed at 2 . 5-ft intervals for the first: 15 ft and 5-f . intervals , thereafter, primarily with an SPT split-spoon and two thin-walled Shelby tubes. The SPT sampler is driven by a 140 lb weight falling a height of 30 inches. The SPT provides a value (the number of blows required for the last 12 inches of penetration to measure the relative density or consistency of the soil. Thin- walled Shelby tubes extract in-situ soil samples that are tested ' for settlement. Representative samples of the various soil units were taken and placed in airtight jars . An engineer from our firm classified ie soil. units, logged the borings, and obtained the required samples . All boring data is compiled on the logs of borings on Figures A- , through A-4 . A-1 - e Storing No. B- 1 Logged by: SLC Data Excavated. 16-26 94 Location: S.E. Corner of Property Surface Elevation: --212 ft a a a a o = Materia! Description > E c �Z7— I M U � Z (A 11 29.4 SILK with some clay (ML), brown, damp, medium plasticity, stiff 5 13 33.2 y 1 9 31.0 Transition to SILT with trace of clay (ML), Icw plasticity 10 7 31.6 Transition to SILT with trace of fine send (ML), greyish 7 brown, moist, medium stiffness 2 37.8 Transition to grey and brown, wet, nonplastic, very loose 15 9 33.4 Transition toSILT with trace of clay (ML), brownish grey, e moist,_low plaalidly. stiff _ Bottom of "goring at 15 ft Groundwater at 11 ft 2.0 i 1 2J 30 Joky No. 9-4- 2465 Log of Boring FigiAre.- A-1 ' GPa�soti•----- Carlson Testing, Inc,. - P.U. Box 23814 - Tigard, Oregon 97281 684-3460- Fax 684-0954 � Suring No. B-2 Logged by: SLC fate Excavated: 10-26-94 Lo^ation: S.W. Corner of Property Surface Elevation; -20n ft ro a C o Material Description > E 0 o ' �� I Ili t` 5 10 � 32.0 SILT with trace of clay ;P/1L), grey aid brown, damp, low plasticity, stiff 6 31.9 Transition to brown, moist, medium stiffness i 10 9 31.6 Transition to grey and brown, stiff I ' ? 33.3 Transition to medium stiffness rPP, 15 7 �! 33.5 Transition to brownish grey Bottom of boring at 15 ft Groundwater at 12 ft 20 25-^ 30 Gob No. 94-2465 Loci of Boring Figure: A-2 1 P��So �' � Carlson Testing, Inc. - P.O. Box 23814 - Tigard, Oregon 97281 -684-3460- Fax 684-0954 Boring No. B-3 Logged by: SLC Date Excavated: 10-26-94 Location: N.W. Corner of Property Surface Elevation: --206 ft C ._._ a o °� cu :3c ami i-_' o n a) o Material Description CL > E .� o �.Z_ 18 28.3 SILT with trace of clay (ML), brownish grey, damp, low plasticity, very stiff 5 15 i8.7 Transtion to Clayey SILT (N1L), brcwn, medium plasticity 9 31.5 Transition to SILT with trace of clay (ML), moist, low plasticity,Y•stiff 10 14 s22.8 Transition to greyish brown, damp 21 �j 30.3 Transition to SILT with some clay (ML), redzirsh brown and grey, medium plasticity, very stiff 15 16 Ili 31.7 Transition to SILT with trace of clay (ML), brownish grey Bottom of boring at 15 V Groundwater at 11 ft 20 25 30 =Jobo. 94-2465 Log of Boring Figure: A-3 c►Par`soti Carlson Testing, Inc. - P.O. Box 23814 - igard, Oregon 97281 -684-3460- Fax 684-0954 ..ems Boring No. B-4 Logged by: SLC Date Excavated: 10-26-94 Location: N.E. Corner of Property Surface Elevation: -212 ft Q .o «. C M L C a Material Description n o- > E O c 11 27.3 SILT with trace of clay (ML), brown and grey mottled, damp, low plasticity, stiff 5 [� I6 31.1 Transition to Clayey SILT (ML), brown, moist, medium Pj I plasticity, medium stiffness 10 19 22.6 Transition to SILT with trace of clay (ML), grey and red- 1 aiF h brown, very stiff 17 Ni 33.0 Transition to SILT with some clay (ML), grey, low plasticity 15 16 30.2 Transition to damp 20 22 38.9 Transition to SILT with trace of clay (ML), brown and grey �1 25 25 3b.6 Transtition to SILT with some clay (ML), brown Ill 30 57 32.9 Transition to grey, medium plasticity, hard Bottom of boring at 30 ft Groundwater 7t 1 1 ft CJob No. 94- 2465Lo of Sorin Figure: A-4 _ 9 9 Carlson Testing, Inc. - P.O. Box 21814- Tigard, Oregon 97281 - 684-3460- Fax 684-0954 1 APPENDIX B LABORATORY TESTING Classification and Water _Contents soil conditions were evaluated, described, and classi.fl_ d in accordance with the classification format described in the Oregon Department of Transportation Soil and Rock Classification Manual ;ODOT Highway Division, 1987) , based on the Unified Soil Classification System. Natural moisture contents were en in jars ; all samples were tested in accordance with ASTM L ;16 . The moisture ccntents are expressed as a percentage of free water lost by evaportation compared tc, the dry weight of soil. These are presented numerically on the boi..ing logs . Conaolidation A consolidation test was performed on a representative sample of the soil for the purpose of estimating settlement. Consolidation testing results in plots of sr�.ai.n versus the logarithm of applied normal stress. The test is performed by adding increasing stress increments to a one inch-thick sample and allowing sufficient time for primary consolidation strains to occur. Final logarithmic ' plots of stress versus strain for the consolidation test is presented in Figure B- 1 . - B-1 - 1 BUI IlNlgtllliq■■ /O 111111!!"��IIUINIII gIIIIIIUIIp�qulllllllllllll■■ N 119 1111110111IIIIIIIlINl1 hill 1111111 1 IIfI N1N!llNglll ■/p//11111111111Nn11lIIIIIIIUuiidV;::!NMrNA�IwIIIIINIIR� lllllll III�INI�lllllllllllllll l�l�lllln 111IAIW PoNNNiiiii� lli 1111 fill IU1 IIIIIIIII�11`111111111 IUIj1111nII 11111111 1IIu11111�■//iO111�11111�11I11111111MUIIW11111111111111111111111uu■■ w111�111111t1111111111111111111u11111Ullllllllimt gill 1��WIIIII 1111 W111911111111 1111111N1 ■ IN he ■■f/1111� w11 „111111�IIII1111f011�11 NIU�illlmlllq 1 e�°mmi i■■/ 111111 full 11111{N►l 111% In hill is oil wall Nglgll �I�uqugq I■Illu■�■■,IIIIIIIIINWIIIIIIN 1U411111NI IH !11111 /■ 11111 1111 11` . Ili! NII Ilulllll Wllmiml 111 1lilHl il■■�Until NiWllllll11U6n,.Ulllllllllltllll IIIIUgI ■IM MN��O11111111111111UIIHIIlu111111u111H IIIIIIIIIIIq��l1�E1111N1�1H111t�11111111111i11(lln l RANI •� ■ ■� , 1 1111 �Illllll lllglllgl I N 111111 ■■ I H111 IIII I VIII II qll b, IIIInnIIgIINI y1��1�411�III� ■ 1111 1111111IIIII IIIIININIIIIIIIIIIIIIIIInIt�i ll1111p1■■■//11 1 �1I11 IIIIIIII IIIIII IIII I I I`` IIIIIIIIIII`III IIIKAIII■qu111■M��In 1 g1111911111UI111111Ui1111 uf1111111im •w OO—Um••111 1111j(u=11111111 111�111t1 1UI IIIII1ul ' NIIIInnI11111m NO 0 1111/1 11 111 IIIIIIIIIIINIIIi�ll1m l 111011 pl ■r/// 11111(�IIIII o l g i Wi"gin �'"Yliiulll Ullllipi111llig11111 ■■//� 1s`1111t11i1l Ill, IIIIIIU IIIINMgUI Illllllll��■i Illall fl) 1111�jI IIIA 111 I I� nllllll WIII1111NWNtliuill�■ /NIM1�111111111111NIIIIfIiiBl�lll �IINIIIINI■■■WI 11111'U''''1''1' 11111111i`1��UI ml 111 111N 111111 IIIIINf1111N11111m�■/ /111111111111 I 1 NIINIIuuIIINI l� IIIN1111Ui■■��/ U111UUIIIlllill111111111111111111�111111111 NIH■1■III/u1 ■�/1111 IIIIWU IIIAIItlIIIIINglllll 11 Ilu/u 1 BW Mimi Ill 11111NNMn11111H11l111IR1l{111III111■■■■■■ 01 Will 111 11HI11Ill 1[Ili 1111�Ig11111GHgI11111NUNMl ®®® lime�� 1 ��11 " 111111111111111111111 IIIIIIUI■■r//111111 III Ill IIR11 1$1 Ill nllllllllilllllq im1111q qM/ 111/111111WIIulUllllnIlllllIIIII fill 11Ui111Yn /Ilia Iln Ip111111111111111111imuiu 1111"1 lmmum ■■/IIIIIIIIUIUI�IIIIIpI11NIqu1111fill III Him "in 1Hill 11 NO 111�tl111■U11111111111 ■11■iil■//In11nH1pnWllln■ulplo'nln■ Nllin O /1 �UiluI III(till 111 �®Wil■I:f�iiiUU1111111N1111111NU1NilY1J�'N�■u111111 11 111Uj111 111111u �I1 n ■ossaluntllmimi WHO, C■IIIc■fll■■/w1H1111pHI1W101ppttpllnl/■NIli 11HlIIIII HY uq IG� NIN ■ No 1Y111�1�1�1■Is1wiligmiilni i no MHId1 1 u/I ll McClfl■H�IllliIlini Ill Ml 11 N1111HI�Im �Y O�fll ■ ■pl pNMR ■inimmU tlp/ 4 ■■■�/IwllfW wiiul NI Y/ walla In in ■ ■ %p1NIII NINN ■M IIi11111H� ow ■ ■ IHIll 011111111 ■ 1/ �: 11 Rim m IN 1Mrs HI11 I nlln IUI■ ■ ■IINISE� �■IGII NR rr�,n..r,otic Commercial Building Perm.it�lication City of Tigard 13125 SUV Hall Blvd. �� 7*lgard, OR 97223 Cv v (503) 6394171 , r Jobsite Addres . — x _ - S Dartmouth St . Office Use only Tenant: _Of f ice. �t Inc• Suite# Valuation: ___.74£31673.00 Planck/Rec r Permit#y y Owner: i'r�ttl��ll Crow BTS, .Ipc, +4ap & TL#_ ___-- Address: Two Pierce Place _ Approvals Required 1 Itasca L. 60.1,AL Planning _ �7t.T Phone: --- ( 708)_M5-2991 _ - _-- Engineering _ Other-- _ --- — - Contractor. 4,1 A al VV Address: 3�, r �' ` type of const: -tN Occupancy class: 13-2 Phone: y�.. � �, Sprinklered? Yes N& Contractor's License # __ _ � (attac117 copy of current Oregon license) Sr,. ft. of project: 23,490 S .F. Contact name & phone: N �° S•� 3s-;;tory (ist.'2nd, etc.) sinule Proposed use: Co:nmerci.al/Retail_ Architect/Engineer: Musil Perkowitz 'Ruth, Inc. Previous use: NLA Address: 91 ,n Sw ai nnPPY Ct- - _ Itm � Note: Plumbing & mechanical plans Wi lsonv;._l le , Oregon 97070 must be submitted at time cf building permit application. Phone: ; 503 ) 6855-73.5"(,�___�_ : c , Vo e/a FA.'. 6� a - '� .lOB DESCRIPTION: Ap/ Ilcent Signature & Phone number Received by: ____ Date Received: ( Permit 0 Account Description Amount Amt. Pd. Bal. Due a / / 4'- 3 "- Bldg. Permit (BUILD) ��v � 1 � __�'? �• tv 1 Plumb. Permit PLUMB) Mech. Permit (MECH) State Tax (TAX) 1 .'l �� •� Bldg: Plumb: Mach: Plan Check PLANCK Bldg: Plumb: Mach* SwF ro IoL, Sevier Connection (SWUSA) _ 8 800 Sewer Inspection (SWINSP) _ _ Ys Parks Uev Charge (PKSDC) -- -arm Drainage Ghg (SO$DG) -- Rasidential TIF (TIF-R) Mass Transit TiF (TIF-MT) [r✓T7� �'' _� 11 �'�(? 60 4 e Comm,.,cial TIF 26 5— Industrial Industrial TIF (TIF-1) Institutional TIF (TIF-iS) Office TIF (TIF-O) Water Qualit/ (WQUAL) _ Water Quantity (WQUANT) OU Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) Eresion Planck/USA (ERPLAN) Erosion Flanck/COT (EROSN) TOTALS: Comwercial Building Pei-mit Ar, fication �f City of Tigard 13125 SW Nall Blvd. Tigard, OR 97223 (503) 639-4171 1 Jobsite Address: `7.�. .S rQ'Wce Use Only Tenant: Suit-%# Valuation: �J► , ` �� i emit # Owner: _ ra jr m�CVzW 6�-y�CLS ' Mair & Tt< t€ i Addrian: 49"M Planning Phone: '��-b _ � d�� _- Engineering Contractor: 4--V"-;i `-'' Address: ,.. / Type of cons Occupancy class: [>� Phone: _ Sprinklered? Cam No Contractor's License # _ _ _r (attach copy of current C r;go_ license) Sq. ft. of project: storyC{'-85, , etc.) _ Architect/1=ngineer:, Proposed use:_5A,Ce Address: j(AJ Fji V'f e-y r Previous use: i �_ /�r✓. �v � 777, � Note: Plumbing 8 mechanical `laps must be submitted ai time of 7 Phone: �� h � �i3. �' Wilding permit application. COMMENTS: Apptirant Signature & Phone number Received by:, Date Received: PQmtit # Account Description Amount Amt. Pd. Bal. Due �i 1 nU 9 UvJq. Permit (BUILD) `� Plumh. Permit (PLUMB) Meeh. Peirnit (MECH) State Tax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) - � Bldg: �S Plumb: . fJ!ect� Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) _ CommAicial TIF (TIF-C) Industrial TIF (TIF-1) Institutional 11F (TIF-IS) Office TIF (TIF-0) Water Quality (WOUAL) _ Water Quantity (WOUANT) Fire District (FIRE) I-OTALS: �� ! %. / 0 li BOARD OF ENGINEERING EXAMINERS September 22, 1994 Edward P. McHenry McHenry& Associates 23625 Commerce Park Rd Cleveland OH 44122 P-ar Mr. McHenry: In compliance with your request, the Oregon State Board of I'ngineenng Exarniners is issuing you a temporary permit to be effective from Septemt,f-r 22, 1994. Your application for registration in Gregon, based on your registration as a pr,)Fessional engineer espec:a.11y quali ied in Electrical and Mec'.+ani gal Engineering, i3 being proct:ssed. The use of this temporary permit will be in conjunction wick the use of your Ohio stamp or seal. upon issuance of your permanent registration number, this temporary permit to pra,:tice is invalid. Until that time, you shall place the following statement below the seal followed by your signature: + A permit to practice in Oregon has been granted to E&vard P. McHenry valid only until official action is taken �,.i application for Oregon registration dated Septembc 13, 1994. Sincerely, r� Jcl-Aee e• -4)4 C)- Edward B. Grabam, P.I.,.S. . Executive Secretary EBG:cmc ws 1\englet\tmpermit.mer 750 Front St. NE #240 Salem,OR 97310 (503)378-4180 Oregon BOARD OF, ENGINEERING EXAMINERS September 22, 1994 RE:CEI VEz NOV 02 1994 Edward P. McHenry MPH Uh': QON McHenry& Associates 23525 Commerce Park Rd Cleveland OH 44122 Dear Mr. McHenry: In compliance with your request, the Oregon State Board of Engineering Examiners is issuing you a temporary permit to be effective from September 22, 1994. Your application for registration in Oregon, based on your registration as a professional engineer especially qualified in Electrical and Mechanical Engineering, is being processed. The use of this temporary permit will be :n conjunction wit), the use of your Ohio stamp or seal. Upon issuai,ce of your permanent registration number, this temporary permit to practice is invalid. Until that time, you shall place the following statement below the se,d followed by your signature: A permit to practice in Oregon has been granted to Edward P. McHenry valid only until official action is taken on application for Oregon registration dated September 13, 1994. Sincerely, Edward B. Graham, P.L.S. Gf/ Executive Secretary EBG:cmc ws 1\englet\tmpermit.mer 750 Front St. NE #240 Salem,OR 97310 (503) 3784180 Fire Systems West ..VIE 600 :>E Maritime Avenue, Suite 300 • Vancouver, Washington 9866: a 206-693-9906 MATERIAL SUBMITTAL • OFFICE MAX TIGARD, OREGON JOB NO: 1424 WA CIA FIRE SWI 14061 MATFIRIAL SUBMITTAL Job Nance: Office Max Tigard Center -Tigard Spec. Section: 15515 Joh No.: 1424 No. Spec Item Manufacturer/Mode; Sire Remarks 1 Upright SSU (Tem Mod. "A" 17/32 Orifice O roof of sales & 3/4 N11T warehouse 2 Pendent SSP Gcm Mod. "A" 1/2 NP"I' Office & restrooms sen-i-recessed 3 Alarm Valve Gem F-20 6" With retard & water gong 4 Check Valve (Tem 7900IT 4" FDC swing check Pressure Relief Valve 1/4 Relieves pressure from gridded systems 6 Ball Drip Gem F-789 1/2" Autoball drip for FDC .heck valve. 7 Water Motor Alarm Gem F-630 3/4" Mechanical enunciation S Sch. 40 Pipe Gem/Allied V-2" Sprinkler pipe (Branchiine piping) 9 Sch. 10 Pipe Gem/Allied 21/2"-6" Sprinkler pipe (Main piping) 10 Cast Iron Fittings Grinnell I"-2" Class 125 threaded 11 Groove Fittings Gruvlok 21/2 -6" Segmented weld 12 Groove Couplings tiruvlok 7400 21/2"-6" Rigidlite 13 Groove Couplings Gruvlok 7000 21/2"-6" Groove couplings, 14 Groove Couplings Gruvlok 7010 Reducing couplings 1�1 PENDENT AND UPRIGHT SPRINKLERS w UNIVERSAL MODEL A _ STANDARD RESPONSE, 5wm BULB TYPE, 17/32" (20mm) ORIFICE, 3/4" NPT* OENERAL >• • SEATCU ON ATE SSU DEFLECTOR* 6 The 17/32 inch (20mm)orifice Univer- sal Model A Pendent and Upright _ Sprinklers (Ref. Figure A) are auto- — — 2.1/4" ,R matic sprinklers of the frangible bulb I (57,2 mm) 4 type. They are "standard response - WRENCH large orifice spray sprinklers"intended FLAT for use in fire sprinkler systems de- 2 signed in accordance with the stan- — dard installation rules recognized by 3 the applicable Listing or Approval = agency (e.g., UL Listing is based on --- T 1 NFPA 13 requirements).These sprink- 2-5/16" 1-9/is" _ I lers have a discharge rate that is ap- (5e,7mm) (39,7min) proximately 140 percent of a standard nominal 112 inch (15mm)sprinkler op- SSP DEFLECTOR* 3/4"NPT'** -1/2"f12,7mm)MAKE-IN orating at the same pressure.Both the Pendent and Upright Sprinklers pro- PENDENT UPRIGHT CROSS SECTION duce a hemispherical water distribu- tion pattern below the deflector. 1 game 3-Gasketed 4-Bulb 8-Deflector 2-Button Spring S-Compression Plate Scrow Temperature rating is indicated on deflector or adjacent to orifice seat on the frame. APPROVALS Pipe thread connections per ISO 7/1 can be provid•,d on special request. Laboratory listings and approvals for FIGURE A the 17132 inch(20mm)orifice h lodel A 17/32 INCH ORIFICE MODEL A PENDENT AND UPRIGHT SPRINKLERS Pendent and Upright Sprinkl3rs are given in Table A. designated as OM. The Button (bulb WAMrING TECHNICAL DATA retainer) is phosphor bronze per The 17132 inch orifice Model A Pen- ASTM B103(C51000 or C52100).The dent and Upright Sprinklers de- The 17/32 inch(20mm)orifice Model A Gasketed Spring Plate consists of a scribed herein must be installed and Pendent and Upright Sprinklers are Berylium Nickel (Nn3360) disc spring maintained in compliance with this rated for use at a maximum service that is sealed on both its inside and document, as well as applicable stan- pressure of 175 psi(12,1 bar)and they outside feces with a Tefloni gasket. dards of the National Fire Protection are available in the temperature rat- The Compression Screw is bronze per Association, in addition to the stan- ings and finishes indicated in Table A. ASTM B140(C31400)and the Deflec- dards of any other authorities having for is brass per ASTM 815'2(C 11000). jurisdiction. Failure to do so may im- The nominal discharge curve plotted in The Model A Sprinklers utilize a 5mm pair the integrity of these devices. Figure B represents the flow "Q" in diameter frangible bulb. Table A indi- GPM (LPM) as determined by the fol- Cates the bulb liquid color as a function The owner is responsible fo- main- lowing formula: of temperature-ating. taining their )5re protection system and devices in proper operating con- Q=K-,p dition. The installing contractor or manufacturer,should be contacted rel- where the nominal discharge coehi- ative to any questions. dent "K" equals 8.1 (116.8); arid, "p" equal,the residual flowing pressure In NOTES Installation of 17132 inch orifice psi (bar). Listing standards permit±he Do not install any bulb type sprinkler Model A Pendent Sprinklers .n re- actual value of••K"to vary from 7.4 to if the bulb is cracked or there is a loss cessed escutcheons will void all 6.2 (106,7 to 118,2); however, for hy- of liquid from the bulb. With the sprinkle,-warranties,as well as possi- draulic calculations, a K-factor of 8.1 sprinkler held horizontal,a small ni� bly void the sprinkler's Approvals (116,8)is to be applied. bubble should be present. The diant and for Listings. ter of the air bubble is approximate!y The Frame of the Model A Sprinkler 1116 inch (1,6mm) for tl.c (Ref. Figure A), is bronze per ASTM 135T157r to 3132 inch (2,4mm)for B176 (C87800) or, a proprietary alloy the 3607/1821C rating. (At highe- Printed In U.S.A.1-94 TD520U w SPRINKLER FINISH TYPE TFMPERAT1IRE FRAME BULB NATURAL I CHROME POLYESTER RATING COLOR LIQUID BRASS PLATED I COATED _ CODE COLOR All Colon 135757"C Unpainted Orange 155'F/68'C Unpainted Red PENDENT — -- --and i 175'F,79'C White Yellow 1,2,3,4,5 UP14121,17 200'F/93'C White Careen 286'F/141'C Blue -- —Blue 360'F/182'C Red Mauve NOTES: 1. Liated by Underwriters Laboratories,Inc. 2. Listed by Underwriters'Laboratories of Canada. 3. Approved by Factory Mutual Research Corporation. 4. Approved by the Loss Prevention Council(United Kingdom). 5. Approved by the Scientific Services Laboratory(Australia. TABLE A LABORATORY LISTINGS AND APPR04ALS ambient temperatures, the bubble 26,8 1 Fin). A maximum of 30 ft. DISCNAROEINU.B.0PERA/INUT[(O may be barely perceptable for the lbs. (40,7 Nm) of t^rque is io be 1020 :e �0 's5 4'0 +e so 0 e0 ee lower temperature ratings.) used to install sprinklers. Higher levels o/ forque may distort the �+S Installation of 17/32 inch orifice sprinkler inlet with con n PARTIAL CURVE ONLY 2,0 srrluenf MAX.PRESfURE 176 Pet Model A Pendent Sprinklers in re- leakape or impair•mr,,-!1 of the = 10 eeRsed escutcheons will void all sprrnhler. W sprinkler warranties,as well as possi- ; ]S :s bly void the sprinkler's Approvals Do not attempt to make-up for in- and/or Listings. sufficient adjustment in the es- I '0 ;' ! 2,0 a cutcheo►:plate by under- or over- The Model A Pendent and Upright tighteni ig the sprinkler. Readjust " �^ Sprinklers must be installed in actor- the position of the sprinkler fitting dance with the following instructions. to suit. __ 20 U 1. Prior to installing pendent sprinklers and if applicable,verify that the face W - ¢ 10 - PARTIAL CURVE ONLY _ of the sprinkler fitting is within the O n MAX.PRESSURE 12,1 OAR proper range of distance which can a e acccromodated by the type of At:tOmatiC sprinklers must never be foo Its leo ne 200 escutcheon being used. shipped or stored where their temper- ^''W"A"GE IN MREa PER MINUTE. atures will exceed 100'F/38'C and FIGURE B 2. After Ir-tailing the escutcheon, as they must never be painted, plated, NOMINAL[DISCHARGE CURVE applic ible, aver the sprinkler coated or otherwise altered after le3v- threads, apply pipe thread sealant Ing the factory. Modified sprinkiors sparingly to the sprinkler threads must be replaced.Sprinklers that have only. Use of a Teflont based pipe been exposed to corrosive products of delay the time to sprinh.ler operation thread sealant is recommended. combustion, but have not operated, in n fire situation. should be replaced if they cannot be 3. Hand tighten the sprinkler into the completely cleaned by wiping the Before closing a fire protection system sprinkler fitting. sprinkler with a cloth or by brushing it control valve for maintenance work on with a soft bristle brush. the fire protection system which it con- 4 Refer to Figure C and select the trols,permission to shut down the of appropriate Sprinkler Wrench for Care must be exercised to avoid dam- fected fire protection s,stem must be tightening the sprinkler into the age to the sprinklers — beth before obtained frvm the piup'er authorities sprinkler fit Ing. and after 'installation. Sprinklers dam- and all perr on net who may be affected aged by dropping, striking, wrench by this action must be notified. The F850 Spdnkb3r Wrench must be twist/slipp:lge, or the like, must be re used for installing polyester coated placed.Alsc,replace any sprinkler that It itl recommended that automatic sp0nklms, in order to prevent dam- has a crpcked bulb or that has lost sprin4ler systems be Inspected quay- eae to the sprinkler finish. liquid frcm its b,:Ib (ref. Installation terly h,,a qualified Inspection Service. 1110TFS Section Note). -- , A;^nk tight 3/4 inch NPT sprink NOTES lerj'oint should be obtained with a Absence of on escutcheon, which is torque of 10 to 20 fi.lbs. (13,4 to used to cover a clearance hole, may t DuPont Registered Trademark r PENDENT, RECESSED PENDENT, AND UPRIGHT SPRINKLERS UNIVERSAL MODEL A _ STANDARD RESPONSE, 5mm BULB TYPE, 1/2" (15mfm) ORIFICE, 1/29' NPT** SSU DEFLECTpR* 6 ESCUTCHEON PLATE — SEATING SURFACE 7 — WRERCJIJN 5 FLATS2-3/16" 55,6mm) 4 ,2 3MODEL 2 i2 3/16" F700 T (55,6mm) 1-1/2" RECESSE '(38,I+m) ESCl1TCHE0N SSP DEFLECTOR* ---- L'-i/e"(73,Omm) DIA, 7/16"(1 I,Imm)MAKE-IN PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 -Frame 3-Gasketed 4-Bulb 6-Deflector 2-Sutton Spring 5-Compression Plate Screw R Temperature rating is indicated on deflector or adjacent to orifice seat on frame. RR pipe thread connections per ISO 7/1 can be provided on special request. FIGURE A 1/2 INCH ORIFICE MODEL A PENDENT, RECESSED PENDENT,AND UPRIGHT SPRINKLERS . design which allows installation of the installed and maintained in compli- GENERAL DESCRIPTION sprinklers and pressure testing of the ance with this document, es well as fire protection system, prior t0 calling applicable standards of the National The 1.12 inch (15n,:n)or:sice Universal construction and/or application of a fin- Fire Protection Association, in addi- Model A Pendent,Recessed Pendent, ish coat to the ceiling.They also permit Pion to the standards of any other au- and Upright Sprinklers(Ref. Figure A) refinishing of a ceiling surface without thorities having jurisdiction. Failure are autornatie sprinklers of tre frangi- having to first shut down the fire pro- to do so may impair the integrity of ble bulb type. Th,.,, are "standard re- tection system and remove the sprink- these d vices. sponse-standard orifice spray sprink- lers. lers" intended for use in fire sprinkler Vie owner is responsible for main- systems designed in accordance with The adjustment provided by the F700 iaining their fire protection system the standard installation rules recog- substantially reduces the accuracy to and devices in proper operating con- nized by the applicable Listing or Ap- which the length of fixed pipe drops to dition. The installing contractor or proval agency re.g., UL Listing is the sprinklers must be rut Also, the manufacturer should be contacted?-(A- based on NFP requirements).The Closure figs a 1/2 inch (12,7mm)wide ative to any questions. Pendent, Rec Pendent and Up- flange which provides ample clear- right Sprinkles. •oduce a hemi- ance for covering the mounting hole. Installation of Model A Pendent spherical wate bution pattern Sprinklers in recessed escutcheons below the deflecto, other than the F700 will void all sprinkler warranties,as well aspossi- The recessed versions of the Model A bly void the sprinkler's Approvals Sprinkler are obtained by utilizing the APPROVALS AND STANDARDS and/or Listings. Model A Pendent Sprinkler In combi- nation with the Model F700 Recessed Laboratory listings and epprnva!s for Escutcheon (Rei. Figures A and C). the 1/2 inch (15mm) orifice Model A The F700 Recessed Escutcheon pro- Pendent, Recessed Pendent, and Up- TECHNICAL s 10 vides 1/2 Inch (12,7mm) of recessed right Sprinklers are given in Table A. adjustment or up to 314 Inch(19,1 mm) The 1/2 inch (15mm) orifice Madel A of adjustment from the flush pendent WARNING Pendent, Recessed Pat, lent, and Op- position. The 112 inch orifice Model A Pendent, right Sprinklers are rated ,-r use it a Recessed Pendent, and Upright maximum service pressure o. 111 psi The F700 has a separable two-piece Sprinklers described herein must be (12,1 bar)and they are avallabl, i the Printed in U.S.A.4-94 TD516M _ SPRINKLER FINISH TYPE TEMPERATURE FRAME BULB NATURAL CHROME POLYES-ER RATING COLOR r L101.11p BRASS PLATED COA1 I COOS COLOR All Colu..' 135'F/57'C unpainted Orange 155'F/68'C Unpainted Sed PENDENT 175'F/79'C White Yellow and 1,2,3,5,6 UPRIGHT 20c1'F,'9:.'C a--_-White _---Qresn _28o'F/141'C Blue Blue 30'F/ ATC Red Mauve 1 .5'F/57'C 111IpJnted Orange RECESSED 155'F/68'G � Unpaintlyl � Rod PENDENT" 175'F/79'0 YWfrlt�^ Yel ow 1,2,4,6 1,2,6 2.00'F/93'C� --- White - Green NOTES: 1. Listed by Underwrilors Laboratories,Inc. 2. Listed by Underwriters'Laboratories of Canada. 3. Approved by factory Mutual Research Corporation 4. Approved by Factory Mutual Research Corporation for use in Light Hazard and Ordinary Wizard(Groups 1 rind 2)Occupancies.The FM Approvals for Ordloary Iiazard Occupancies is limited to wet pipe sprinkler systems an,,proaction systems qualifying as wet pipe systems. 5. Approved by the Loss Prover tion Council(United Kingdom). 6. Approvad by the Scientific Servires Laboratory(Australia). Installed with 112'Model F700 Recessed Escutcheon. TABLE A LABORATORY LISTINGS AND APPROVALS DISCHARGE IN U.S.OAILON9-ER MINUTE(GPM( temperature ratings and rinishes indi- diameter frangible bulb. Table A indi- 10 11 20 25 30 is Gated In Table A. cafes the bulb liquid color as a fuI u;tion 50 11 of temperature rating- f Recessed versions of the Model A a PARTIAL CURVE ONLY 7,0 Sprinkler are obtained by utilizing the The F700 Recessed Escutcheon pro- = MAX.PRESSURE ITS PSI Mode! A Pendant Sprinkler in combi- vided for use with the Model A Pendent i'0 nation with the Model F700 Recessed Sprinkler(Ref.Figure C)has a Closure W xs Escutcheon. The F700 Escutcheons and Mounting Plato fabricated from 5'S a are available with a chrome plated fin- low carbon steel. The Mounting Plate ° ti Ish or a coated finish in any color. prongs, which are compressed back W'0 into the Mounting Plate as the Closure g,s ?' The nominal discharge curve plotted in is pushed over it, nmintain a tight fricT.- 1.5 i Figure B represents the flow "O" in tion fit between the two pieces. The S s° � _ 2 GPM (LPM) as determined by the fol- Mounting Plate and Closure can aiso W lowing formula: swivel relative to each other and com „ ,.9 pensate f..� minor non perpendiculn �-K�/p ity between the Model A Sprinkler and a t0 PARTIAL CURVE ONLY the,ceiling. MAX.PRESSURE 12,1 BAR 9s where the nominal discharge coeffi- s clent "K" equals 5.6 (80,7); and, "p" so Ts 10o 128 ,so DISCHAROE IN LITRES PER MINUTE equals the residual flowing pressure in psi (bar). Lisfing standards permit theFIGURE B actual value of"K"to vary from 5.3 to NOMINAL DISCHARGE CURVE 5.0%76,4 to 83,6);however,for hydrau- NOTES lic calculations,a K-factor of 5.6(80,7) Do not install any bulb type sprinkler r........_- Is M be applied. if the bulb is cracked or there is a loss of liquid from the bulb. With the bly void the sprinklers Approvals The Frame of the Model A Sprinkler sprinkler held horizontal,a small air and for Listings. (Ref. Figure A), is bronze per ASTM bubble should be present. The.di4me- B176 (087800) or, a prnpriPtary allny fer of the air bubble is approximately The Model A Sprinklers must be in- designated as OM. The Button (bulb 1116 inch (1,6mrn) for the stalled In accordance with the folluw- retainer) is phnspher bronze per 1357/.57'17 to 3132 inch (2,4mm)for Ing instructions. ASTM 8103(C51000 or C52100).The the 360*'11821^ rating. (At higher • Gasketed Spring Plate consists of a ambient temperatures, the bubble 1. Prior to installing pendent sprinklers Beryllunt Nickel (No3360) disc spring may be barely perceptable for the and If applicable,verify that the faces that Is sealed on both its inside and lower temperature ratings.) of the sprinkler fitting is within the outside faces with a Teflonf gasket. pproper range of distance which can The Compression Screw is bronze per Installation of Model A Pendent be accommodated by the type of ASTM B140(031400) and the Deflec- .sprinklers in recessed escutch¢nns escutcheon being used. for is bass per ASTM 8152(t.,11000). other than the P700 will void all The Model A Sprinklers utilize a 5mm sprinkler warranties,as well as possi- When installing a Model A Pendent t DuPont Registered Trademark PAM ALARM VALVE;, -- 451 6, and 8 INCH (1007 160, and 20Omm) 4 and 6 Inch — Model F20 (Groove x Groove) 4_ 6, and 8 Inch — Madel F200 (Flange x Flange) & F2001 (Flange x Groove) GENERAL • • Valve Size End-TO-f nrt Inches irn) Dimension The 4 and 6 inch Model F20 Alarm and iii Valves,as well as the 4,6,and 8 inch Model No. Inches (mm) � Model F200 and F2001 Alarm Valves, are divided seat ring, rubber faced 4(100)F20 10-1/4 (260.4) clapper, check type water-flow alarm '` 6(150)F20 12-1/4 (311.2) valves which arP intended for use in 1 -- wet pipe (automatic sprinkler)fire pro- 1 4(100)F200 10 (254.0) tection systems. T}lyy are designed to I 6(150)F200 12 ( 04.8) automatically actuate electrically and/or hydraulically operated alarms 8(200)F200 14 (355.6) when there is a stoadl flow of water SYSOEM 4(100)F2001 10 (254,0) into the system which Is equivalen to PRESSURE the discharge rate of one or more °A1ff 6(150)F2001 12 (304.8) sprinklers. = 8(2-00)F2.001 14 (355.6) The Model F20, F200, and F2001 �Y Alarm Valves may be installed either vertically or horizontally. Flanged con- ' nections are per ANSI Standard 816 1, '\ and groove connections are cut in ac- 1 cordance with the specifications given in Table A. Grooved end connections SUPPLY are suitable for use with grooved end PRESSURE couplings that are listed or approved GAUGE for fire protection service. Ul_ Model F2()Groove x Groove PRESSURE ALARM SwITrH (OPTIONAL; BY-FOSS TO WATER CHEVALVE At-ARM i RETARD CHAMHER TZ vION AS4EMR I/ III I St AINER ALARM CONTROL MAIN ORAIN VALVE I ALARM VALVE TEST VAIVf ALARM LINE MAIN CHFCK VALVE l Model F200 Flange x Flange Model F2001 Flange x Groove FIGURE A TYPICAL VERTICAL INSTALLATION WITH CLOSED DRAIN TRIM (Shown With Model F211 Retard Chamber Which Is Used With Systems Having A Variable Water Supply Pressure) Printed in U.S.A.3 93 TD102 1 o •3/,e!"NPT CONNECTION TO " WATER MOTOR - ALARM 1/2"NPT CONNECTION FOR \ e PRESSURE ALARM / SWITCH 13 3/4"x 1/2" x 3i4" TEE F 3/4"x 1-1/2" NIPPLE A C \, RETARD II CHAMBER to O o '-J�\e,/i ! �- 1/2" NPT INLE f \ ! FROM PESTRICTION 0- A3SFMBLY s FIGURE C MODEL F211 RETARD 7, ,eCHAMBER (Ordered separately for use wiih • variable pressure systems) \ 4 q I � INLET RESTRICTION WITH 219"(5.6nre)ORIFICE NOTE: Model F200 Valve iflustrated. 12 Components and NPT tap locations are , • Identical for the Model F20 and F2001 ? SCREEN Valves. 1-Valve Body 11-Spring A-Supply Pressure D Upper By-pass Con- 2-Handhole Cover 12-Hex Hd.Cap Gauge and Alarm no--tion,1/2'NPT 3-Handhole Cover Screw,1/2"-13 Test Connectinn, for 4"and 6' Gasket UNC x 1-3/4"for 4' 12'NPT valves,3/4'NPT 4-Seat Ring and 6'Valves, B-System Pressure for 8"valves 5-CIRpper 3r4'-10 It 4C x 2" Gauge Connection, E-Alam Connection, 6-Clappor Facing for 8"Valve 1/4"NPT 12"NPT 7-Clapper Washer 13-Sq.Hd.Steel Plug, C-Lower By-pass Con- F-System Main Drain 8-Sell-Locking Hex 3/6"NPT noation, 1/2"NPT Connection, - Hd.Cap Screw for 4"and 6"valves, 2' NPT / 9-Hinge Pin for 8' / 10-Bushing(4 regvalytt) valvess DRAIN RESTRICTI'M WITH. 13- MI00RIFICr FIGURE B COMPONENTS AND CONNECTIONS FOR FIGURE D MODEL F20,F200,AND F2001 ALARM VALVES RESTRICTION ASSEMBLY DIMENSIGNS_IN INCHES AND M _ Nominal O.D. A a C D E ^ valve Outside Gasket Groove Groove Minimum Ma-Almum E 1 Size Diameter Seat Width Diameter Groove Out Of -�- A Width Depth Square C--L 4 4.500 +0.031 0.625 +0.031 0.375 +0.031 4.334 +0.000 0.050 0.030 (100) (114,3) -0.018 0.031 0.031 0.020 A B- 6 6.825 +0.031 0,625 +0.031 0.375 +0.031 6,45E +0.000 - 0 056 0.030 0 GASKET / (150) (168,3) -0.016 0.031 ^031 0.022 SURFACE 8 8.625 +0.031 0.750 +0.031 0.837 +0.031 8 441 +0.000 0 05ti 0.030 (200) (?19,1) -0.016 I Ir0! 0.031 -0+025 TABLE A DIMENSIONAL SPECIFICATIONS FOR ";UT GROOVE CONNECTIONS ON MODEL F20 AND F2001 ALA9M VALVES -2- CHECK VAL `SES — 2" (50mm) through 12" (300mm) GRUVLOKO SERIES 7800FP GROOVED END — 250 PSI (17,2 bar) — DODY SPRING BUSHINGS(2) (.I APPER ASSEMBLY HINGE HINGE PIN PLUG (2) DRAIN CONNECTION SEAT RING FIGUF E A SERIES 7800FP GROOVED END CHECK VALVES 4 Inch(100mm) Size Shown plies to automatic sprinkler systems, WARMING GQERAL DESCRIPTroN and The Series 7800FP Grooved End Check Values described herein must The 2 ino (50mm) through 12 inch • gravity and pressure tank connec- be installed and maintained in com- (300mm), Series 7800FP Grooved tions. pliance with this document,as well as End Check%alves (Ref. Figure A) are with the applicable standards of the designed for Use in grooved end pipe The 7800FP Check Valves have a rub- National Fire Protection Association, fire protection systems and related ber facers, swing type clapper design in addition to the standards of any equipment where it is necessary to which provides leak light sealing of other authorities having jurisdiction. perIT:it fiovr in one direction and to shut back pressures g later than 1 psi Failure to do so may impair the integ- off flow in the reverse direction. They (0,07 har). rity of these devices. have cut groove inlet and outlet con- nections which are suitable for use The owner is responsible for main- with grooved end size pipe couplings taining their ire protection system that are listed or approved for fire pro- and devices in proper operating con- fection system service. APPROVALS AND STANDARDSdWon. The installing contractor or manufacturer should be contacted rel- The 7800FP Check Valves may be in- The 2 inch (50mm) through 12 inch ative to any questions. stalled either vertically upward or hor- (300mm)Series 7800FP Grooved End )zontally and they are suitable for use Check Valves are listed by Underwrit- in applications such as ers Laboratories Inc. and Under writers' Laboratories of Canada. The TECHNICAL DATA • fire department pumper connections Valves are approved by Factory Mu- io sprinkler systems, tual Research Corporation as single The 2 inch (50mm) through 12 Inch check valves and as anti- water-ham- (300mm)Series 7800FP Grooved End • fire pump discharge and by-pass mer check valves. They aro also ap- Check Valves are rated for use at a connections, proved by the New York City Board of maximum service pressure of 250 psi Standards and Appeals under Calen- (17,2 bar). They may be installed ei • connections from public Hater sup- dar Number 236-79-SA. ther vertically or horizontally. In the Printed In U.S.A.4-93 TD313 ALARM VALVES _ TRIM, PRESSURE RELIEF, 175 AND 185 PSI GENERAL DESCRIPTION 1'—Y."Relief Volvo a 3 1 PRESSURE RELIEF The 1114 inch 175 and 185 psi Pressure 2—w"Globe Valva i CONTROL 3—Y."Mala NPT x VALVE Relief Trim (Ref. f=iyurr !-� are dr- Y."Tube Connector (NORMALLY signed -v, signed for Installation in /stem 4 M."Tube,36" OPE� pressure aabie connection o, G in a 5-u"Tea Triangle" trademarked alarm valves. e-A"x 2"Nipple I_. _._-- _ 6 SYSTEM URE They automatically relieve ti.e over (2 rett'rf) GAUGE pressure which could otherwise be created in wet-pipe systems which are �.��-- s e�.._ ._ --ALARM VALVE exposed to significant increases in ambient temperature. In particular, 11 a gridded wtupipe system with a relative) small air orket and no SUPPLY V P � REssURE relief valve can be subjected to anU - GAU+E increase in pressure of more than 100 psi, due to an increase in ambient -- � temperature of a;proximately 50F. TO DRIP FUNNEL OR OTHER SUITABLE DR41N The 175 psi Pressure Relief Trim is FIGURE A suitable for use with any size alarm INSTALLATION OF PRESSURE RELIEF TRIM valve and in applications where the maximum normal system pressure at the elarm valve will not exceed 165 The owner is responsible for maintain- NFPA 13 iStandard for the Insulla- psi. rq his fere protection system and tion of Sprinkler Systems) requires vices fn proper operating condition. that all gridded wet-pipe syrtems he The 185 psi Pressure Relief Trim is The installing contractor or manufac- provided with & relief valve not less intended for use in applications where truer should he contacted relative to than 1/4 inch in s?ze, except when an the maximum normal system pressure any questions. Luxiliary air reservoir is installed to at the alarm valve wN not exceed 175 absorb the pressure increase (caused psi and the sprinkler piping is located 77ie Pressure Relief 71rim is not in- by increases in temperature 01 the at least 20 feet above lle alarm valve. tended for use in relieving system over sprinkler piping]. Howiver, as indi- In the case of the 185 pr" Pressure Re- pressures Caused by either water cated in Figure B, a relief valve should lief Trim, the 20 foot minimum Teva- hammer or, system supply pressures in be used in all wet-pipe systems whim tion criteria is necessary to assure that excess of 16-i psi for the 175 psi have only a relatively srr ill volume of the sprinkle) service pressure will not Trim and 175 psi for the 185 psi Trim. entrapped air. exceed 175 psi. Figure 8 illustrates the approximate APPROVALS AND STANDARDS TECHNICAL DATA increase in !ystem pressure for an in- The specifications for the 175 and 185 The 175 and 185 psi Pressure Relief crease in sprinkler piping ten -erature psi Pressure Relies Trirn are in accor- Trim are designed for use with wet- of from 70 to 120E- The data is given dance with the applicable require pipe (automatic sprinkler# fire pro- for steel piping and as a function of meets of the National Fire Protection tection systems where a significant the percentage volume of air at 70F. Association "Standard for the Installa increase in the ambient temperature For initial air volumes of 10%or more, tion of Sprinklei Systems"NF-PA 13, of the sprinkler piping would other- the increase in pressure is preclomi- wise caiise the maximum service pres- nantly caused by the expansion of WARNING sure of the sprinslers to exceed their the heated air;and, for Initial volumes The 175 and 185 Pressure P-lief Tom 175 psi rating. The 175 psi unit opens of 5% or less, the increase in pressuia described herein must be installed and at a me:-imum of 175 psi (on in is predominantly caused by the ex- maintained In con,nliance with this creasing pressure) and recloses at a pansion of the heated w iter, document, as well as with the applica- minimum of 165 psi (on decreasing ble standards of the National Fire I'm- pressure). Opening and rpelosinq The Relief Valves are 1/4 inch sizr, tection Association, in addition to the pressures for the 185 psi unit are brass bodied, stainless steel sprirg standards of any other authorities 185 and 175 psi, respectively. and ball closure units, with a metal- having jurisdiction. Failure to do so to-metal seat. They are factory set may impair the integrity of this NOTE to open at a maximum of either 175 r.'evice. The 185 psi Pressure Relief Trim is or 185 psi, as ordered, and th^ maxi- only intended for use in applications mum op-Ring pressure setting is metal All 'Y; in a Triangle" trademarked where the maxirtwm normal system stamped cn the valve cap. The relief automatic sprinklers and alarm valves presnt!e of the alarm valve Is 1'5 psi valve adiusting screw is bonded into are listed/approved for use at a maxi- and the sprinkler pinning Is located at position, in order to reduce the pussi- mum service pressure of 175 psi. least 20 feet above the alarm val e, bility of tampering. Printed In U.S.A.4-86 TD1M AUTOMATIC DRA�N BALL DRIP)VALVE MODEL F789 The Mo fl F78 rl 1/2" NPT Valve (Rof. Figur e ' d' d Gs• ' automatically drain off water from fire -INLET protection equipment supply connec- tions that are to be maintained nor- (UTLET mally dry. It is used to provide a visual —Boor Indication of leakage past a check +,,* valve and/or automatically drain off BALL condensate in applications such as • fire department pumper connections (9 S mm) —SPRING to automatic sprinkler systems, NOM. BLEED fire pimp flow meter or hose valve oI(TWO) headers, and • dry standpipes. FIGURE A MODEL F789 AUTOMATIC DRAIN VALVE The F789 is installed vertically and uti- lized with an open drain. Its 1/2 inch NPT male inlet permits direct connec- Valve be stalled with a non-harden- tiun To ii oc iow point to be drained. T ECHNICAL DATA Ing Teflont based pipe thread sealant. The Model F789 automatic Drain Valve An automatic drain valve is to be lo- is rated for use at a maximum service cated at the low pnint of each trapped pressure of 17:; psi. Its flow-thru de- section of piping that is to be kept M sign permits it to be vertically mounted normal!, dry, and drainage arrange- directly into the low point of the con- ments, as appropriate, should be pro- nection to be drained. vided. The Modei F789 Automatic; Drain Valve is listed by Underwriters Labora- The F789 utilizes a spring loi,fed ball tories Inc. and approved by the Fac- mechanism to maintain the Valve open tory Mutual Research Corporation. under normal conditions.As the Inlet is pressurized, the Ball is automatically CARE AND MAINTENANCE The Model F789 Automatic Drain forced downward and the Valve is Valve is approved by the New York City closed at a pressure of approximately It is recommended that Model F789 Board of Standards and Appeals under 7 psi. In the closed condition,a limited Automatic Drain Valve installations be Calendar Number 236.79-SA. amount of water continues to flow out inspected monthly, or more frequently through the two Bleed Orifices (1 to 2 as may be necessary in applications WARNING CPM at 100 psi).On decreasing pres- where condensate must be continu The Model F789 Automatic Drain sure,the Spring automatically reopens ously removed. Verify that each Valve Valve described herein must be ir.- the Valve at a pressure of equal 0 or is in working order and not obstructed stalled anti maintained in compliance greater than 5 psi (11.5 feet of he-d). with scale,dirt,or other deposits. If the with this document, as well as with Valve must be removed for inspection, the applicable standards of the Na- The Body of the F789 is bronze per only wrench on the Inlet. tional Fire Protection Association, in ASTM B584(083600 or C84400),and addition to Me standards ofany other the Inlet is steel per ASTM A120 Each automatic drain valve should autho-ities having jurisdiction. Fail- (threaded per ANSI Standard rlso be checked for proper drainage tire to do so may impair the integrity B1.20.1). The Ball is Type 440 stain- whenever the associated fire protec- of this device. less steel or brass (alloy 026000 per tion equipment supply connection is ASTM B134),and the Spring is beryl- floe.(pressure)tv +,id. Th? owner is responsible for main- lium copper per ASTM 13197(C 17200). taining their fire protection system NO rE and devices in proper operating con- No attempt in to',e made to disassem- • dition. The installing contractor or hle and clean an F789 Aufamatir manulacturershould be contacted rel- • Drain Value, heplace any Valve that ative to any questions. has become clogged with deposits. The Model F789 Automatic nrain Valve is to b^ installed vertically with It is recommended that automatic The arrow on we Body pointing directly sprinkler systems be inspected quar- downward. It is recommended that the terly by a qualified Inspection Service. Printed in U.S.A.9-92 TD425 Q WATER MOTOR ALARM _ MODEL F630 Components: I �\ 1-Water Motor �\ 2-Support Washer 3-Drive Shaft Sleeve � 4-Drive Shah 5431ong Mount 6-Strike.- 7-Gong -Strike 7-Gong B-Cap Nut, I � IImm 3/8"-16 UNC \2 3 I � 6 ` 4 _ 1- ----- •\ IMPELLER NOZZLE t r� � � 5 lI INL.ET.- 8 \ �—DRAIN �' • \. I INTERN.U. VIEW OF \`— FIGURE A,MODEL F630 WATER MOTOR ALARM WATFR MOTOR GENERAL DESCRIPTION cient, light weight, impeller design The F630 is also approved by the New The Model F630 Water Motor Alarm which can produce a very high sound York City Board of Standards and ` (Ref. Figure A) is a hydraulically oper- pressure level. The Gong,Gong Mount, Appeals under Calendar Number 236— ated outdoor alarm designed for use and water motor housing are fabricat- 79—SA. with fire protection system waterflow ed from corrosion resistant aluminum detectinn devices. It is used in con alloys. The drive bearings are made WARNING junction with "G in a Triangle" trade from DelrinJ and do net require lub- The 1'430 Water Muter Alarm de- narked wet alarm check, dry pipe, rication. The Gong is closely fitted to scribed herein must be installed and rlplugr, nnrf prnactinn valve systnrns the Gong �Aount and, consequently, a maintained in compliance with this to sound a local alarm separate gong cover r,not required. document, as well as with the appli- cable standards of the National Fire The Alarm is suitable for mounting to APPROVALS ANC STANDARDS Protection Association, in addition any tVr-,. of rigid wall and can accom- The Model f"630 Water W.,)tor Alarm to the standauds of any other author- mouate a range of thicknesses from 2 is listed by Underwriters Laboratories ivies having Jurisdiction. Firdure to do to 18 inches. It is provided with an Inc. and Underwriters' Laberatories of so may impair the integrity of this approved 3/4 inch Y strainer fo use Canada. It is approved by the Factory device. in the alarm line. Mutual Research Corporation, Ver- band der Sachversicherer, Fire Offices' 77te F630 is unll- infetwed for use The F630 utilizes a high energy effi- Committee, and Assemblee Pleniere, with "G in a 71iang/c-" trademarked Printed In U.S.A. 2-86 TD250 w.� wet alamt check,dry pipe,deluge,and 110 preaction valve systerns. Ion. a 105 - — -- The owner is responsible for maintain- A — _ zo n. Ing his fire protection system and v 100 �-- devices in proper operating condition. N s5 +olft — The installing contractor or manufac- W I.> turer should be contacted relative to 90 any questions. Z — TECHNICAL DATA _, 0000W.0 The Model F630 Water Motor Alarm ;s z 60 — — -- — — rated for use at a minimum service z pressure of 7 psi and a maximum ser 75 vice pressure of 175 psi, measured at 70 the Inlet to the Water Motor. Typical in ;o 10 40 50 60 70 do 90 100 110 120 1.0 140 150 160 170 sound pressure levels which can by MOTES: INLET PRESSURE IN 'SI transmitted by the F630 are illus- 1 Test performed with background sound pressure level of 55 dBA. Crated in Figure B. The water dis- 2. FbZ;l was mounted 10 feet above ground level on 8 Inch thick concrew block wall. charged by the Alarm can be calcu- FIGURE B lated from the formula: 0 = K Nrp; T YPICAL SOUND PRESSURE. LEVELS IN FRONT OF F630 where "0" represents the flow in U.S. gallons per minute jjpm), "K" is the norn',nal discharge coefficient of 7.70 the take-up necessary for obtpining a '2011-1`3), the ASTM B209 (2024-0) and "p" is the pressure at the Inlet to tight fit of the Gong Mount against aluminum Striker Arm, and the 100/ the Water Motor in pounds per square the wall. The othrr e.,0 of the Sleeve 160 Delrint Coupling Spacer per inch (psi). must be field cut to length and ASTM D2133 ('Type 11,Class A). threaded to 3/4 inch NPT, for fasten- The Model F630 Water Motor Alarm ing to the Water Motor Body. Assembly consists of the Water Motor OPERATION Alarm, a 3/4 inch Y-Strainer, and the Gong and Gong Mount. The Gung and Upon operation of the wet alarm standard Inlet Trim Components indi- base pert of the Gong Mount are both check, dry pipe or deluge valve to rated in Figure D. Also illustrated in made from aluminum alloy per ASTM which the Water Motor Alarm is con- Figure D are the installation dimen- B209 (2024-0). They are light weight rrected, water will flow to the Water sions and the optional Drain Trim yet rugged. The exterior surface of the Motor aed through the Inlet Nozzle. Components. Gong is painted with a red enamel. As it flows thro igh the Nozzle,a high The Gong is provided with an In,nti- velocity jet ii� formed which impinges The Y-Strairer has an extra heavy iron fication Sign (Ref. figure A), having on the Impeller, causing it and the body and a 20 mesh (1/32"openings) red lettering on a white background, Striker to rotate. With each rotation, stainless steel screen. Trim compon- which merits the requirements of the the free swinging Striker Ring hits the ents consist of galvanized steel nipples National Fire Protection Association. Gong and sounds the alarm. The spent and galvanized cast iron fittings. The The Identification Sign is made from a water is drained off through the 1 inch Support Washer and Drive shaft are weatherproof vinyl and mylar overlay outlet. ' galvanized steel Connoon resistant which is bonded to the Bong. materials are utilized foil all miscellan- The alarm will sound as long as water eous fasteners. The Water Motor Striker. The principal parts of the is flowing in the system. It may be Alarm components are illustrated in factory assembled Striker are the silenced by closing the alarm control Figure A. A description of the princi- Striker'Ring which is a Type 6 Rein valve provided in the trim of the pal parts of each is given below. forced Phenolic per ASTM D700, the acaterflow detecting valve.Water in the Water Motor. The factory assembled Coupling which is an AF313 Delrint alarm line will automatically drain pro- Water Motor consists of the Body, per ASTM (77133 (Type I, Clr.ss A), back thru the orifice which is also pro- Impeller, Gasket, Cover, and Cover the Striker Shaft Bearing which 1� an vided in the trim of the waterflow de- aluminum alloy hal ASTM N211 tecting device. Screws. The Body is cast from an A05350 aluminum-magnesium alloy Sr<E which is a high strength, highly corro- rP1R ARM The Water Motor Alarm does not have to be resetafter an operation. How sion resistant alloy that is widely used 1701101 ING sPACFP --_ ever, if the alarm was silenced durinl for marine hardware. 1-Ire Impeller is ow!ded from Delrint AF313 Type 1, COUPLING operation, the alarm control valve Class A per ASTM D2133. The Cover must be reopened afte- the fire pro- is Aluminum per ASTM R209(3003- tection system is restored tc) service. 1114) and the Gasket is made from a fabric reinforced SBR rubber. I I I I I I MULTIPLE SYSTEMS Sleeve. Schedule 40 black steel pipe4 single Model F630 Water Motor per ASTM A120 is used for the 3/4 4larm may he connected to the alarm inch Sleeve. Its 18 inch length will 314 NPS lines from a maximum of three sepa- accommodatp a wall thickness of up to STRIKER I I I I rate fire protection systems. However, f 18 inches. The Sleeve is provided wit�t SHAFT when two or three alarm lines are in- 4 BEARING a st-aight national pipe thread (NPS) terrnnnected, each alarm line must be — :)n one end for threading into the s rRIKER RING ---- provided with a 3/4 inch strainer and Striker Shaft Bearing (Ref. Figure C). FIGURE C 1 drilled 3/4 inch check valve. The The straight thread serves to provide F630 STRIKER strainers must be acceptable to the tOuPont Registered Trademark Standard Inlet Trim: i 3* (222) !i4 NPT7 (34.21 NPS WA1:R MOTOR 1-3/4"x 3"Nipple ALAW 2 314 (4ty.2) _ _ 2-3/4"9f J°Elbow 1669.99.9) \ isc el 3-%"x%"x%"Tee 2 9j16 Tio _.I, �p wit)114"Plug 165'0 ie351 T 4'-%"Union _ + — ----- - - -\ Optional 161 911 Drain 3/4 NPT 1 I NPT i `\ I 42 DIA A-1"90'Elbow INLET j j i DRAIN I r 1'tIS,91 B-1"45° Elbow G-Well Plate 14b of 1 1 3/+(1411 I 1 x/1125) D-1"x 1--tl"Pipe, GALVANIZED 1 I r GALVANIZED 1 1 e STEEL OR I I 1 1 STEEL OR 1 1 I3 BRASS PIPE 1 1 I BRASS PIPE 1 1 1254.01 I I MINIMUM! � I 1 + A --- I 1 \\ C B 4 \ D 3/4 Y-S f RAINER 1 2;416 \ 2` 132 41 \ / CLEAN-OJT 2150 91 MINIMUM 1 `1.:FAM (1U1 FAP SUMP PLUG NOTES: 1. All installation dimensions are shown At nominal value. FIGURE D 2. All dimensions oro In Inches and(mm). TYPICAL INSTALLATION OF THE 3. Pipe shown in dotted lines Is not included with the F630. 4, All trim components are galvanized. MODEL F630 WATER MOTOR ALARM ASSEMBLY authority having jurisdiction and be Water Motor should be located as inny be contiec•ted to the main located at the "alarm outlet' of each close as possible to the waterflow drain of an autonwtic water con- cf the waterflow detecting devices. detecting device. However, any trol valve, if a non-spring loaded The check valves must be of the non- distance and elevation may be swing type cilteck valve is installed sr,ing loaded swing type with a 3/32 used provided that the minimum in a horizontal portion -f the Inch orifice thru the clapper (for back desired residual pressure at the In- water motor alarm drain piping drainage). A check valve must be lo- let to the Water Motor (Ref. (before its connection to the cated between each strainer and the Figure B) is verified by hydraulic ►rain drain). The I" No. 99S interconnection with the alarm line calculation. swing check valve IPSN 46-049 from another system. 1-006) is suitable for this pur- 4. The alarm line piping from the pose. The listed and approved 3/4 inch waterflow detecting device to the Check Valve PSN 51-403-1--005 Water Motor must be 3/4 inch size 8. In order to minimize the staining and 3/4 inch Model WM-1 Y-Strainer throughout and it must be galvan• which can be created by drain PSN 52-271-1-001 are suitable for ized steel, brass, or other suitable water, it is recommended that the this purpose, corrosion resistant material. drain piping from the Water Motor be galvanized steel, brass, 5. The alarm line piping roust be or other suitable corrasion resis- INSTThe ALLF63ALLP.TION must be installed in accord positioned such that it can be tant material. drained back at the water flow g Drainage waxer must be directed ante with the following rriteria (Ref. device. g Figure Di: such that there will be no acciden- 6 The Clean-Out Sump Plug is to be tal damage to property or danger 1. The Y-Strainer is to be located at located vertically below the Inlet to persons, when the alarm is the "alarm outlet' designated by to the Water Motor. operating or thereafter. the manufacturer of the water- flow detecting device. 1 J. The alarm line drain fat the water- 7. Piping from the Water Motor flow detecting device) must be 2. The Water Motor Alarm must Drain must be a minimum of 1 maintained at a minimum temper- only be mounted to rigid wall sur inch in size throughout, and to an attire of 40F/4C. faces which will not permit the open drain, in order to ensure the Striker/Gong Mount to loosen and proper drainage necessary for ob- Proceed to install the Alarm as fol- fall out of alignment. taining the maximum sound prey iows: sure level. 3. In order to obtain the highest NOTE* A. Mark the thru-wall locations for the possible sound pressure level, the The Water Motor Alarm Dmin centerlines of the Sleeve, and Drain THE FOLLOWING DOCUMENTS ARE OF POOR ORIGINAL QUALITY ' ' 1 • r , • 1 w w • � o 3 a ' Je Allieii Schedule 40(pipe is process tc txovl+r i excellei it specifications governing durability.F'recision- exceptional domestic quality strength.The resin'is a tensile properties,material engineering produces a pipe specifically designed precision-engineer 3d composition,tolerances and Schedule 40 product With an and manufactured for Schedule 40 pipe of superior other relevant product exceptionally low variation in installation in today's quality. qualities, outside diameter and will advancod-technology thickness.Rigid q1 .,ity sprinkler systems.Like all of Allied Schedule 40 pipe The inherent strength of control itlspection during the our quality sprinkler pipe and meets all ASTM-A135 Allied Schedule 40 pipe manufacturing process helps components,Allied Schedule standards to assure that Allied will 40 pipe meets or exceeds all 'Allied Schedule 40 pipe is PIPe industry specifications—.as Allied Schedule 40 pipe has manufactured from high have consistent properties been thoroughly tested,and quality steel and is work and uniform composition for well as Dur own rn possesses certifiable hardened through a special easier threading and longer quality control standari ti To mechanical threading tool life.lire end assure uniform corn )ikon Properties that cold forming process for � comply with the exacting exceptional strength and result is a long•lasting,highly and consistent appearance, standards Of ASTM-A135, adaptable Schedule 40 pipe Allied manufactures its Which contains rigid exhibiting excellent strength Schedule 40 pipe ulilizinq an characteristics. exclusive,innovative SCHEDULE 40 PIPE AVAILABLE IN TRADE SIZES 'I" THRU 2" IN LENGTHS OF 21' AND 25' Nondnail Bundle Trade oo to Wal; Nominal Sires Sire Thickness Weh" Pp.Per Inctws Ft. Odle. 1" 1.315 1.049 .133 1.69 70 1'/4* i.660 1.360 .140 2.27 51 _1'/2' 1.900 1.610 .145 272 44� ?" 2.375 2.067 .154 3.65 30 Specilrallons dcmci Mems,services and illustrative material twevi are accurate as known at time of rxibllcatan and are subietl to :ha,ve wittout notice SALES OFFICES AND WARr:NOUSES United aStates-Iw A\rr.M) Il'41 YIJIm u\,M�..atr1 M1.rrw�sl.r M NMI A I W CC a.rnel d1 >A Ar0kA WW Jr4TnNA-1 -t"AU MTr NT yrwrO Jr) M Mwn Ms r bIwlAd fA wC n >O Mn,, Ie !"6NfvU I-"M . 1 -e.vow AIOM1 IMr.1ew0 ]OI.a.IaaT TUBE 8CONDUIT w u_—-11M w 91011 W""MCAIgIMA - UOA Llt1.JlW•JYn9.1r I fe.1'V'l wr._ TMw'rr MJ-n'•u1Nm f r..Y lw)M ♦)'lti YwW! roll lr...w M.y.n w>r mn r ,..... 1}vl n.MI' L(A(NA(w 16100 South LathropAvenue bun 1^ M111MM. _la"I.r).Ar_ -am 200111A r101e� nlaww/ •w.,..aorws fovwwn M".MMrI C.W ..wi-_1fM Yr-IN.91-.AMI0.wr Harvey, Illinois Re426 y^M]>•r.. r..f1 WwwT H -IF\aT a 1.1 1 +� 1.,•Y,Its olo.,ro■A ry011py aW)11H Irla r.w,taw trN-la'IrIan JY] Uwrr tr.r lMM (312) 339-1610 ..w.l Ylm .)www.r a ww_No l u.a>w ona[0011 a.w r)fcs n ww o... I.rl nl.r HAwiJt s«+.nl PO. r1rw....! N'\>sa-IrrO r�wr>M m•-na www taw Aw-Pall tff ra oumec I-600-8A L L I F D '�,wr. iota r.w.r.r'.M►.w-1\•I A»ns+ ►rJ•w9lwfaA II l_MOy ..,.r wls ..,m ..�Iw.A\ er n M r ism wIYMM" IwF-'Pao rAti.•b_q1•W aYn WAArC1twAM • r'sAl,.an nt11- IT NNM M-1•1n n1 JI.. A G r innelli l(HAP.-.r MdANA Tt '4+�fw'r iY \-1101 aU 1tU .l -_. n MAMA.../M-Mrt(r I>n f -IT n Nl).1. •.�IpIO>♦IM rf/YMYIw1 f-1�r14TJIM Lw a w>)r Otl r-r.ww!14.1 w YM Irll)IyIAMA nalAl)J)AI M'w�frfM-rwr n.ww..-•nlwJnl � , � JANTLAM _.. (i1Jlllrlell cr..\.11or..aAs s....rr.w...n-._Ib11 iI.91Y Iwr.Ir•w aMa d C>t'•r h-M1 aMtlf. wssAclnuurn .•IOMA --.-- �"p0°-'Y�^'^• N,rl")'J'+a .dre„a-r.M"We.aN-P"W�M J� Supp[l'SALESCOMr fAICMGAM r.dwvra fall-.}f9I.\M b -MM OrM MW fMsl Pion,wwwr.M n IT II re sAm 10A"MrUM r c1.Kr5,Vr_VWNMhJrD.F•r SYwJw YMNraOTA Mu r YnwOOA Al'lrIIM lrv+}.tt.h Xl w MT.\ NIn A4 I11' Isra.y.wtl .01f Ow*.. 879 -r10al.il�W M IIw r/Ant0111 'MTSC(llt>p .011 W,I af100 91w..Al'N N'•.•+n�•..7tr7..wr IF.I rr'.OM I..wM itlll..Iar9wM\.wIN-1.r.l YlJl� ( 6)wW rerpalAlAn,r.JclArw alhlt ]ince PN 151A649:PPnMTro M U S A I.w'NN a.VM-WM 718-"M 1 IR.14 P �Q .ate P cC`'' Q� o C�7Q 4 II-P �� Q Aided Light Walt ripe is a and yield properties,tolet- Ease of handling for Versatile quality domestic anoes,material composition, cost efficiency Allied light wall pipe has manufactured product with etc.,as well as AIGed's own The lighter weigh of Allied been tested and qualifies for exceptional physical exacting;standards of light wall pipe assures easier use in automatic sprinkler ®characteristics and consistency and quality. handling,resulting in reduced systems,meeting the rantageous hydraulic installation costs and requirements of NFPA 13, sign capabilities.Ideally Deduced weigtit with consAerable freight savings. 13D and 13R. suited for use in any sprinkler increased strength system installation,Allied Allied's unique in-line cold Flexible design for Allied light wall pipe is light wall pipe is a proven fry-ting process produces a maximum angineving available M the following performer that complies with work hardened light wall pipe capabllitles sizew the exacting standards of with exceptional tensile ASTM-A135. Lightweight but strength.Although Allied licht Allied light wall pipe's larger Trade sizes 10 thru 4 In incredibly strong and wallpipe avers 30,6 inside diameter provides lengths 21'&25' durable,the recision- i increased water flow and Trade sizes 5"thru 8'in P greater tensile strenen s strength than volume,which can reduce l21'nn engineered Allied light wall the minimum requirements of N i allows for ease r_I pipe sizes rc3quired for many pipe ASTM-A135(grade A)and is installations.CLO-to-length handling to facilitate resistant to permanent 9t instaliation,at significantly deflection. In addition,the PIPe availability also assures reduced labor costs. superior quality steel used in greater system flexibility, the manufacture of Allied's since�vstems can be light wall pipe meets the engineered minus the Complies with ASTM-A568 requirements for installation restraints ASTM,-A135 standards; carbon and high strength, imposed r standard pipe Allied light wall pipe meets low alloy steel- lengths.For further flexibility, me precise requirements of Allied light veil pipe is ASTM-A135 goveming,,ensile specially lait ed for use with eitherr pplan 1-end or grooved mechanical fittings. Nominal Bundle Trade OD ID Well Nominal Shea Site Thickness/ Weight Pct.per Inches Ft. Belle, 1' 1.315 1.097 .109 1.40 91 V/4' 1.660 1.442 .109 1.81 61 11h' 1.910 1.6132 .109 2-08 61 2' 2375 2-157 .109 2-64 37 2'h' ?_875 2-635 .120 3.53 30 3' 3.500 3260 .120 4.33 19 31h" 4.000 3.760 .120 4.97 19 4' 4.500 4260 .120 5.61 19 5' 5.563 52.95 .134 7.77 7 6' 6.625 6.357 .134 9.2.8 7 ScecHlcatlons,descriptlorls,services and illustratnP 8.625 1 8149 .188 16.94 7! material herein am accurate as known at rime(W publicebOrl and arP subject to chnnge Ut'1thnl I rKft* STILES OFFICES AND WAREHOUSES allied United Staters Canada - M@— fe\ +tr..w.cwit n.w.lfar-aa.+r n»rti..fveitmaul uewMoraw-•�.a..\.-esnwmtfu fl"-m1el\.e{-e.w caul C411OM" �, OGD .I.r.er Tfl aMl--re1Nn min a-I.af aT ec.ramal-felere."ef-r.lOvral ea.�.\.ma.-amA.W-P{ K-onf�-rf. awrw{IOOIY{�u TUBE 8 CONDUIT P.–ova"..' --....� vwwvor. 1 „..._.o,...., _�,f»f. warfs�lam-ea a.n 17rr M-rfw m ti ebe.�♦lfol-1W Ifa~fof ti-n1fl..ffse Mw�+Nv rvr-!ae Nie vim, .r1.F Iq+�'!Wtl-ear A\."vele-Mrd�tJ'el[ 14CMM CAROUM MWM" t--or.-Mveal..awl--Irflpuna err-w,fr.lw..e.ra-fw"f� l„Yy'fW PN-mr..v.\-an.i n..fr COLOPAM am 16100 St,uth Lathrop Avenue '-"""" •-°""�" ;M« �4""' 0-"MMV%- alrwlo Harvey, Illinois 60426 ,w,,;"'-"'°"'. 1. _'.{°""" "'a"'°r (312) 339-1610 ' MOM '+ f falw IPi ff\-NI fiYw'J-Otf f.>rl rE IM1Y�1{-ab 11Y,ww��.-I�.af.sfn w�1wM-floJwYn\�-n+ao-far 1-804-8ALLIED w.or .,....1.+•-1rm..s.".-a+.•+� waocew SIDMA_ f.ewf axle-Nm/M IY.,,e.a-(,,lel M-11m �a.rlr 1Kll-1ft e.ee,M-MIl�M• 11yA W lr'f-SI Ir{-I!•)W� lg�Pinnell a 1e�W1A lrrsw 11l IT fee Ms\Ir\1f.i. t[/.iIIIGLL COMVaHY r, IM"rw-gem f..as.a -mnr..a+o. ...�..rro^aSow.lera-I{se1--W3 --- l,d/I14N1 ..r,rntr f111D-�1f11{1+t.�hr-1111 L.9e11 .-- ,f.e_„ep1 Grinnell- C—SSX�HU rlla.wo �-r.eaed..�-a..rr... (�� twrlr f11r-f�\s.w\1.r ems.-erg 1n war .1e..1wt floe-m W r'..+�M no.n�am eIV•J a-. ft-aenmmo .. '...Arta•-..rr...\a-a".l,. •i CUPPLYSALFSCOMP60- {1ICHIC l e►r.11s1e7ttT-.rf f.n...lr-e"l.l ltf~ Ted. M aKVP 1fVA'W1r D—V S-- L.—am-/ so"r»fwl r-Irl tae flat A1Jf'Ig/OM 1941 ub, hMe� wyyQ(A o�.1elAp-fTf`1{an M-po.M1alls a,rs,p,sfl-ra M/rt\-M 1r.r01 lerl.w Kc._Ff n.ar.-u+�.ri�.. C+w wn R aT110 a lr we-we S.W. o Y1—4WV-0. rn.. ,ty,.—Or+n E lw0 PM Elver NM 07W-NC01 7M QQ IStt 40W PRWIrn 04 11^.I cast iron threaded , Class 125, (standard) pressure ratings, psi f saturated steam: 125 1 liquid 8 gas al 150*!. 1 i 5 Grinnell standard and extra heavy cast iron Grinnell standard and extra heavy (Wings in this threaded fittings are manufactured in accordance section,sizes 1/4-12 inch,are included in the"List of with American National Standards ANSI B16.4 Inspected Fire Protection Equipment and Materials" (except plugs and bushings, ANSI B16.14). limen- issued by the Underwriters' Laboratories, Inc. sions also conform to Federal specifications,WW-P- 501 (except plugs and bushings WW-P-471). weight(approx)each,Ib elbows A B 119.351 lig.351 fig.371 size,in. in. in. black gale. black 90° elbow ; '; '1t, .16 t 7 straight: lig. 351 .�� r •� .25 26 92 95 - 1.44 - 1.46 - �. . . . .- 11f, 1'1{, 1.95 2.00 .... 2 1%, 2'/, 3.13 3.21 2!i 2% 494 5.13 10.22 flanged and threaded ------- ------fig. 371 3 24, 3% 7.21 7.40 13.25 3%, 24, 3% 9.67 18.22 4 21%, 3'1(, 12.1", 12.67 21.56 I n - 5 31i, 4!/, 21.46 22.3? 28.13 6 3% 51/ 31.33 32 33 40.50 / 8 51i, 6% 64.56 I 67.14 80.06 - r ► Sizes 4 inch and layger have two bolt holes lapped Aped for stud or lap bolls. A:center,o end of pipe B:center to face of filling 45° elbow: fig. 356 weight(approx)each, Ib A B -lig 356 -- lig.372 size,in, in. in. black gals. black 16 17 23 % % 37 38 flanged and threaded �' !' 1 `)5 56 fiq. 372 63 ea 1 l4 ° 1 33 1.36 V,, "�. '% 1.79 - 1.83 --- - - ---- 7 t t1% 2.89 2.96 ! 21', 1% 1141 4 29 4.35 _3 - -�K. - -- 21f. -s 44 - _ 665 31i 1'i 21'i 8.42 A A-_ 1'. 2% 10.81 1122 1988 5 1'i 3!{, 16.96 17 38 A.center to end of pipe 6 21-„ 3% 2602 26 19 35 31 8:centra to lace OI filling 8 I 2', 41,14 50 17 52 00 64 41 1'size available in t x 1/7 reducing size,black or galvani7ed pf-19 cast iron threaded, (class 125) pressure ratings, psi satur;tee'ste71i50* liquid &gas 175 tees wgt(approx) A BC D E F each,lb. _ site,In. in. in. In. in. In. in. black gaiv. straight tee '/. i V,, '/, ')(, 'K, ')(, .22 .23 lig. 358 'Y, I/, ; t 1 t .35 .36 % .56 .58 % '3f, 1)(, 1)(, .84 .85 I ')(, IN, I)f, 1% 1% 1.25 1.31 04 l;i 1% 1% 1% 11, 1% 1Y, 2.03 2.07 1% 1)(, 1)(, 13(, 1')(, 1'f{, 11(, 2.70 2.72 - o -- c 1 2 1)(, i)(, 1)(, 2 y 2'/, 2', 4.23 4.33 2% 1')(, 1')(, 1'3(, 2%, 2'1(, 1,14, 6.67 6.79 Ut -f a 3 2)(, 2)(, 2)(4 3% 3'/, 3% 10.00 10.16 —'� 31, 2X, 214, 2k, 3(, 3'f, 3X, 13.29 13.82 r. r 4 2')f, 213(4 211f, 3', 3', 3', 16.33 16.99 5 3)(, 3)(, 31{, 4% 4% 4%, 27.33 27.57 A.B.C:center to end of pipe 6 3% 3% 3% 5% 5'/, 5% 40.85 41.40 D.E.F:center to face or fitting 8 5i(, W, 5)f1 6S(, 6%, 6% 79.00 81-25 reducing tee Y1116 'u, '/. t% t'/, t; .57 ... . lig. 359 '4 134 I)(, W, 1% 1% 1', .57 . . . . IL. Y, 1% 1% 1% .59 . . . . i IIS, 134 ')(, 1)(, t)(, 1!/4 .76 4 Ix, I& 1K, .75 , X, �, % 1 J5, 1 S(, 13(, .62 Y4 .75 64 1', 1.01 1.03 1 Y, 1.01 . ... IV. 1% 1 1!/, 1.13 . . . . 1% 1.08' -— Y4 .90 ^ e % 1 ')(, ' , 1151 1% 1; t% 1.08 -4 r �i ��_ 1 1 1 _ ')(, 14, iii 11/1, 1.00 11f, 1 Iif, 1 73 1 i % ')(, ')(, 1% 1'(, I'(' i f, 1.57 1.47 1'1(, 1', 1.79 -- center to end of pipe 1 1 1.53 1.56 D, E. F: I, ')G ')f, i% 1.36 rrntr•r In tarn of lilting 1!; j '14, '�, 1% 13(, 1 i 1%, 127 1.30 i% 1;; 11, 1.73 I)(, 1% 1.27 Y' Y,1% i%� i% i% 1k, 1; 1.64 Y W, ')(, 1% 1 ff, i K, 1', 100 1491 pf-21 GRINNELL•GRUVLOK GRUVLOK FITTINGS FOR GROOVED END PIPE Flow Data #I %Mbb Frictional Pasistance (Expressed as Equivolent Straight Pipe) rr _� Nominal Pipe Pipe Wall -El,lows--- Tee Size 0.D. Thickness 9045" Branch Run Gruvlok fittings are available through 24" Inches Inches Inches Feet Fegt Feet Feet nominal pipe size In a variety of styles. These fittings DN/mm mill mm Merte's Meters Meters Meters are designed to provide minimum pressure drop and 1 1 315 0 133 1.7 09 4.4 1.7 25 337 3b C` 113 1.3 05 41nifOlm strength. 11d 1.660 0.14 2.3 1.2 5.8 2.1 Depending on styles and size,Gruvlok fittings are _ 32 42 4 3 6 0 4 1 a 0 7 provided In various materials Includingmalleable Iron 10 11.91K)80.145 2 7 1.3 8.1 2.7 � 40 463 36 _ ��4 z1 oa ductile Iran,forged steel or segmentally welded steel. 2 2.375 0.154 3.4 t.7 Be 3.4 Pressure ratings of Gruvluk standard fittings conform 5 0 bo.11 4 0 • - 0 5 26 1 0 2% 2.875 0.203 4.1 2.1 10.3 4.1 to those of Fig. 7001 Gruvlok couplings as shown on _ 65 73 J 5 2 0 6 _ 31 _ page 13. 30D 2.996 0.197 4.3 2.2 10.8 4.3 65 761 5 01 1 3 3 1 Mater'al Specifications3 3.500 0.216 5.1 2.6 12. 8 8.1- 80 ee9 54 1f 06 3.9 16 Cast Fittings: 4 4.500 0.237 6.7 3.4 16.8 6.7 g 100 1143 63 2i 1.0 51 20 Ductile iron conforming to ASTM A-536 4%00 4 252 0.220 6.4 3.2 16.1 8.4 or 100 1090 56 10 49 ;J Malleable iron conforming to ASTM A-47 5 5.563 0.250 9.4 4.2 21.0 8.4 140 1.113 66 13 64 Pf Steel Fittings: 51/40c 5.236 0.248 8.0 4.0 20.1 �8.0 125 1330 6.3 2` t2 61 ii Forged steel, conforming to ASTM A-106, Gr. E 514 OD 5 500 0.248 8.3 4.2 20.9 8.3 For other metals contact Grinnell 125 139 7 1 6 3 1 2 5 1.3 6.4 25 P 6.625 0.280 10.1 5.1 7.5.3 10.1 Segment Welded Steel Fittings: 150 168 3 1 3' ,5 _ 7 7 31 6'/4 OD 8.280 0.260 9.7 4.9 24.3 9.1 1-4" Carbon steel. Schedule 40, conforming to 150 1590 7 t 3: 1 5 14 3 0 ASTM A-53, Type F 61h OD 6.500 0.280 10.0 5.0 24.9 10.0 5-0" Carbon steel, Schedule 40 conforming to 150 1651 r 1 3. 15 7 6 3 c ASTM A-53, Type E or S, Gr. B a 8.625 0.322 13.3 6.7 33.3 13.3 200 2191 11 2 4, 2 0 111 4 8-12" Carbon steel, Schedule 30, conforming to 10 10.750 0.385 1 1 . 04 Be 26 12.8 5 14-24" Carbon steel, 0.375 wall, conforming to 12 12.750 0.375 20.0 10.0 500 20.0 ASTM A-53, Type E or S, Gr,131 300 323 9 °0 6 3 0 15 z 6 14 !4.000 0.375 72.9 13.8 64.2 22.9 Adapter Flanges: 350 X55 6 10 0 4 2 19 5 7 16 18.000 0.375 264 15.8 73.9 26.4 Class 125-cast Iron conforming to ANSI B-16.1 400 4011.4 ton e c 48 225 8C Class 150 - carbon steel conforming to ANSI B-16.5 1B 18.000 0.375 31.1 18.7 87.2 31.1 Class 300 - rarhon steel conforming to ANDI B-16.5 450 57 2 10 0 9 f 5_ 26 5 95 2r 21.000 0.375 34.8 20.9 97.3 34.8 Coatings: 500 508 0 10.0 10, 6 3 296 to 6 24 24.000 0.315 40.4 24 2 113.0 40.4 Rust inhibiting lead-free paint. 100 M96 100 12: 34 4 12 3 Color ORANGE (Standard) Fo,:rte branch of tee that is either Increased or reduced In size,use the value that is RED (Optional) orr"poryling to the branch sdize Hot-aippeC zinc galvanized (Optional). Example for 6'x 6"x 3'tee,the brFinctV,vahm of 3"is 12.8 ft.(3.9). For other coatings confect 3nnnell. ror sizes not listed InterpolMe from the values shown 21 Il+l GRINNEI_L 0 GRUVLOK FIG. 7000 Figure 7000/7000S Coupling COUPLING � � Range of Deflections from(i Coupling Dimensions Wuupling Bolts I it ' Y J Z Nominal Pipe Max.Wk. May.End Pipe End -_- X Y Z j Approx. 0110 0 D, Pressure Lead Separation Per Pipe --1_-- Size Wt,Ea. fro les Inches PSI Lbs. Inches Coupling In.M. Inches Qty. Inches Lbs. DNirn,n nm bar kN mm Uegree8 mlxhnelel rnm mm kg \I 1 1.315 600 615 0-rh 5"-2b, 1.14 Tire 4r/+ 1N+ 2 %x2 Y. 1.3 X V 25 33.7 414 3.69 0-3 2 __ 951 60 IOP 45 M10e5716 - 110+ 1.660 _ 600 1,299 6-Ve 4"-19' 0 91 2104 434 1x4 2 342214 1.4 32 424 414 5,64 0-3 2 _ _75 5 70 111 45 _ M10x57 0 6 it i 11h 1.900 600 1,701 016 3'-46' 0.79 3 4% 14/4 2 34x21/4 1.5 40 483 41.4 7,58 .0-32 65 6 76 117 45 M 10157 0 7 2 ?.375 600 2,658 0-16 3'•1' 0,63_ 31h 5th 1104 2 34x2104 2.1 5C 60 3 41 4 11,01 OJ 2 52 7 P.9 140 45_ M.10.57 09 21h 2.875 800 3,895 0-16 2"-29' 0.52 I 4 534 110. 2 37,x2114 2.3 I ' ...�,..-.. _65 73 0 41 4 _17.32 012 43 4 102_ 146 45 M10457 1 1 The 1 7000 Coupling is designed 3 OD' 2.998 600 4,230 0-1/8 V-23' 0.50 4 616 W4 2 %x214 2.3 for applications requiring moderate 65 761 41 4 18,82 0 3 z _ 416 102 156 45 M10857 _ 1 1 Internal pressures. �3 3.500 600 5,173 0-16 2°-3' 0.43 4�4 6x/4 1:/4 2 1hx3 2.9 The fig. 7000 Coupling is approxi- e0 Be 9 _ _4'4 _ 25,68 03 2 _ _35 A 117 171 45 !12,70 1 3 31/2 4.000 600 7,540 0.16 1'-48' 0.38 f'4 7% 14/4 2 1hx3 3.1 � mately 30% lighter in weight than the 90 1016 414 33 54 0.3.2 314 130 194 45 M12,76 1 4 Fig 7001 Coupling, and allows for 4 4.500 6n0 9,543 0-114 34.11' 0.67 y514, 816 2 2 1hx3 4.6 working pressure ratings up to 600 psi 100 114 3 414 42,45 064 55.6 149 206 51 M12e76 21 {41.4 bar). 4114 OD' 4.250 600 8,512 0.1/4 r-22' 0.70 5th 74/4 2 2 1hx3 4,0 100 1080 41 4 37.90 0.64 588 140 197 51 M12e78 I e 5 5.563 500 12,148 0.14 2°-35' 0.54 7 9% 2 2 %x3lh 6.1 140 1.1 3 34 5 54,06 0-64 45 1 178 244 51 _ MIMI) 28 514(ID' 5 236 500 10,766 0-14 2"-44' 0.51 elk 916 2 2 %x3'h 5.7 125 133.0 34 547,90 1 0-6.4 47 1 165 232 $1 M16x89 2 6 Sib 00* 5100 500 11,819 0-1/4 21-36' 0.54 631+ 9% 2 2 %x31h 60 III 125 139 7 34 5 52.84 0-64 45 4 '70 .236 51 MIMS 2' 8 6.625 500 17,236 0.14 2'-10' 0.45 6 11 2 2 %x31h 8.1 PIII' n 150 toe 3 34 5 7669 0.8.4 37 6 203 279 51 M16x89 37 Fig. 71400 �,•C"6� 61/400' 6.259 500 15,384 0.14 2•-17' 0.48 Ph 10% 2 2 %-31b 6.7 150 159 0 34 5 61.45 0.6 4 39 9 191 264 S1 MIMI) 3i II'' %Rigidlite ~- w6112 0 ' 6.500 500 16 592 0.14 2%12' 0,46 7104 10414 2 2 eWVh 7 0 Y 15_0 165 1_ e4 5 73.81 0-64 36 4 1t; 273 51 M 1618 Z 8 8.825 500 29,213 0-1/4 1"-40' 0.35 10% 1314 2% 2 3/401h 14.2 ' 20D 219 I 1 34 5 129.98 0 6 4 291 264 337 60 Writ to E 'Couplings designated as the 70005 In these sizes I Figure 7400 Rigidlite Coupling The Fig. 7400 Rlgidllte Coupl'?g Range of Coupling Dimensions _ Cou fling Bolts from Gruvlok is specially designed to Nominal Pipe Max Wk Max.Enr; Pipe End - X Y Z Approx Size 0 D Pressure Load Separation �� - Size Wt Ea provide a rigid, locked-in pipe connec i tion to meet the specific demands of Inches Inches PSI Lbs Inches Inches Qty. Inches Lbs. rigid design and fire protection sys 11m m111 bat kN mm mm _ mm kg terns, Fast and easy swing-over 1 1.315 175 236 0.16 214 41h 1V4 2 311x21/4 12 installation of the rur-1yed lightweight 25 A 7 12.1 1 08 ea 2 _ 51 114 45 M10.51 0! housin produces a secure, rigid pipe 1114 1.660 175 379 0.16 2% 4314 13/4 2 Vex21/. 1.3 g P g PiP 32 42 4 12.1 1.10 0-32 01 121 45 M10.57 0 6 joint. 11/2 1.900 176 408 0.16 2/h 416 134 2 x6.214 1.4 I tie Fig. 7400 Rigidlite Coupling is 40 48 3 12 1 2,21 a3.2 13 124 45 MIOx57 0 7 UUIJI_C Listed and FM Approv9d for 2 2.375 175 775 0-1h 31/4 Sib 1M4 2 .6x21/4 1.6 1'75 psi (12.1 bar) fire protection ser- 5D eo 3 12.1 3.45 a3.2 83 _ 140 45 MI0.57 0 e _ vice in both wet and d systems with 2% 2.875 175 1,136 0-16 316 6 1x4 2 104x21/4 1.9 r1/ Y 63 730 12.1 5.05 03.2 98 152 45 M 1061 0 9 rnll grooved or cut grooved steel pipe 300 2.996 175 1,234 0.16 4 51/8 1104 2 %x2;: 1.9 prepared in accordance with Gruvlok 65 761 12.1 5.49 0-32 102 149 45 M10.57 09 grooving specifications. The Figure 3 3500 17f 1,884 0.1164th+h 63/4 13/4 2 .6x24/4 2.1 7400 Rigidlite Coupling is available 80 889 12.1 7,49 0.32 tl4 111 45 M1000 1 c with the EPhM"C" style�.asket or the 4 4.500 175 2,783 0-14 5% 7x4 116 2 34x24/4 3.1 Flush Gap"gasket. 100 114 3 121 12,38 0-6.4 143197 48 M1000 14 lj Sib 0D 5.500 115 4,158 0-14 6x4 9114 2 2 'Irx3 4.5 The Fig. 7400 Rigidlite Coupling is 125 139.7 121 18.50 0-64 171 235 51 MIZOA 2 c Intended fe, use in fire protection sys- 5 5.562 175 4252 0.14 elk 914 2 2 1hx3 4 6 I tems with a maximum ambient tem- 140 1413 121 18.92 0-8.4 175 235 51 M12.76 2C perature of 150"F and installed in 6%00 6.500 175 5,897 0.14 7x14 10% 2 2 1613� 5.5 accordance with NEPA Standard 13 180 18s l 12.1 2s.e3 364 197 264 - M1z.;r, 2! "Sprinkler Systems". 8 8.825 175 8,033 n14 714 1434 2 2 1hx3 5,5 Igo 166,3 12 1 26 e4 a-n' 11x1 'S4 s+ M1,06 2° V 15 41 atttttta_ Figure 7003 Hingelok Coupling Range of Deolections from Coupling Dimensions 70 0 Nominal Pipe Max Wk Max End Pipe End Approx. Size U D Pressure Load Separali6n Per Pipe x7_y Z_ Wt.[a. ' p Inches Inches PSI Lbs, Inches Coupling in./ft. Inches Lbs. HINGE LTJ KTM D I men mm ha; kN mm Degrees m 79!01 mm kY? 1,900 300 851 0•+h 3"-46' 0 0.79 3112 Or 11%11% 2.. 0 � 40 48 3 1 20 1 3.79 0.3 2 650 89 121 48 0 9 Y Z_ 2.� 2.375 300 1329 0-1h 31•1 0.63 414 411/6 17h 2.4 50 80 3 20 1 5.91 0.3 2 52 7 1 '15 114 48 11 2+12 2.675 300 1946 0'h 2'-29' 0.52 4314 544 1% 3.2 O 65 73 0 201 8,86 0.3.2 43 4 121 149 48 1 5 3 3 5(x1 300 2888 0-`h 2°3' 0.43 5Ne 8'12 1/b 4.2 \ e1J 88.9 201 12.84 0-a 2 35 8 150 105 46 1.9 4 4.500 300 4771 0.44 3•-11' 0.67 5712 72/4 2 6.4 j 100 114.3 207 21,22 0-6.4 _55 6 175 197 51 2.9 / 5 5.563 300 7289 0-+/4 2°•35' 0.54 774 914 -2 12.6 125 141.3 20 1 32,44 0-64 45 1 199 241 51 58 X 6 6.625 300 10341 0.1/4 2'-10' 0.45 9712 1D% 2 13.7 y Its) 160_ 106.3 1 20 1 46,02 0-64 37.0 251 270 51 e.2 6 6825300 17528 0•+/4 1"-40' 0.35 121h 13114 2% 200 200 2191 n i 77,99 0-04 29 t 118 137 1 60 go Special Note: Firt 703 Hingelok Couplings are not designed for eccentric loading and therefore are not recommended for use at the end of roncre a pumping booms or verdcle risers above 30 f°at 19.1 maters).Shockload must be considered and is to be i lcluded in the maximum working pressure listed above.Courting ke,,s,gaskPI cavity,and pipe groovos rri:st be.kept free of all foreign matter.Proper anchoring practice must always be exercised T he Fig 7003 Hingelok Coupling is specially desigrind for applications requiring a quick connection snd/ol disconnection of i pipe jc int.The two cou- pling halves are hinged for ease of handling and are secured by a cam-action handle. Sizes 1-112"tc 4"use toggle link plates er'd Sizeu 5"to 8"use a toggle bolt;a attach the cam-action hondiu to the housings.A IockEng pin through the handle prevents accidental opening of the coupling.The Fig, 7003 Hingelnk Coupling allnws working pressure ratings tip to 300 psi(20.7 bar). G. 7010 1=�.�D u C I N G Figure 7010 Reducing Coupling Y - Z �_ Range of Deflections fromCoupling Dimensions Cnu Iing Bolts Norrinel Pipe Max.Wk. Max.End Pipe End '- Approx. Size O.D. Pressure Load Separation Per P,'Ie X_. Y 1- Size VA.Ea. Inches Inches PSI Lbs Inches Coupling In./ft. Inches Oty. Inches Lbs ON/mm mm bar kN mm Degrees Owirieler rem n m kg X cxl1h 2.3750.900 350 1551 0•112 1°-53' 0.39 3% 5.12 1'h. 2 +/6x21/4 -2.1 5Ox40 CO 30113 24.' 6,E9 0-3 2 32.9 92 149 48 MOM 1 0 2+12x2 2.675x2.°'� 350 2272 0-'h 1°•33' 0.32 4+/4 6% 1712 2 /6x214 3 9 65x50 73 0180 3 24.1 10,10 0.3 2 210 1 108 1 162 41 MIh"S 1.1 3x2 3.500x2.375 ^350 3.',67 0.14 1"AT 027 474 714 11% 2 'hx23/4 5.0 !10 80x50 88 9x10 3 24,1 14.98 0.3 2 22.4 194 181 48 M206 2.7 3x21h 3 500x2.875 350 3367 0'h 1••17' 0.27 44 746 We 2 1hx2V4 4.7 80)65 88 9073 0 24.1 14 98 0.3 2 224 124 181 48 M12x/6 ^.1 4x2 4.500x2.375 350 5567 0.3/is 2°-38' 0.55 61/4 614 2 1 %11th 8.9 The Fig. 7010 Heducing Coupli g 100150 114 3160 3 24 1 24,76 04.8 45.9 159 225 51 M16xB9 1 makes it pe3sible to directly connect 412th 4.500x2.875 350 5567 0-3he 2°•38' 0.55 6114 6/12 2 2 Nex3'h 8.5 100x85 114 3x73 0 24.1 24,76 0.4 8 4S.9 159 225 51 M18x89 3.9 two different pipe sizes, 311minating the 4x3 4.500x3.500 350 5567 0.411s 2'-38' 0.55 844 8712 2 2 %x3`b 7.5 need for two couplings and a reducing 100x10 114 Use 9 24.1 24,76 0.4 1 45 9 159 225 51 M16x89 3.4 fitting.The specially designed reducing ;x4 5.583x41.500 350 8504 9.1/4 2°6' 0.44 7112 10"4 214 2 4'4x4`/6 11.4 coupling gasket with a center rih 125x100 1413.;14 3 24 1 31.84 0-6 4 364 184 270 54 M20_110 5.2 assures proper positioning of the `x41 6.625x4.500 350 12065 0.44 1°-44' 0.36 844 11%12 214 2 1+4x41/6 14.7 P P P g 1508100 188 3x114 3 24 1 53,69 0.6.4 302 21C 295 54 M20x110 6.7 gasket and prevents the smaller pipe 66 6.625x5.563 350 12065 0.44 11-44' 0.36 8112 11% 21h 2 41414th 13.5 from telescopinq into the IArger during 150x125 1683x1413 241 53.69 -0-64 302 216 295 54 M20x110 8.1 assembly. The Fig, 7010 Reducing i 9x8 8.625x6.625 350 2['449 0-44 1"-115' 0.20 10+h 14 244 2 44x4+14 17.7 Cmipling allows for working pressure ?,10x150 219 1"1881 24+ 90,99 0.64 - 21 8 767 356 57 WWII) 10 ratings up to 350 psi (24.1 bar). Fig. 7010 For chart notes rater to page 12. Coupling with Working Pressure,End Load,ripe End Separation and Gasket t etfectlon valuers nip baseA on standard steel pipe with star'lard cut grooves in accordance with Gruvlok specifications. For standard Roll Groove steel pipe reduce the values for pip Ilk- ,- eno separation and doffertion by 50%. 1= 16 corm 2a c� �2 SUMMARY Project 1. Project Name OFFrtGC 2. ProjectAddress S.O. VAV_TwAovZ%A i 7ZN0 AVE 3. City/Town 6 r'G raps-' _� L 4. Building Area(ft2) �Z-1 FT. Attached Chapter Type I.D. Descripticir; Attached Forms and - WG",ksheets Building Envelope Form 3a Prescriptive Path JBl 3b Component Performance Path U Check boxes to — Indicate tho Worksheet 3a Wall U values attached forms 3b Roof U-values and worksheets 3c Floor U-values )� 3d Average Thern,al Values O Systems Form 4a Systems O Worksheet 4a Unitary Air Conditioner—Air Cooled U 4b Unitary Air Conditioner—Water Cooled 0 4c Unitary Heat Pump—Air Cooled O 4d Unitary Heat Pump--Water Cooled U 4e Unitary AC&Heat Puinp—Evaporatively Cooled U 4f Packaged Terminal AC--Air Cooled U 4g Packaged Terminal Heat Pump--Air Cooled U 4h Water Chilling Packages—Water&Air Cooled U 4i Boilers--Oas-Fired and Oil-Fired �J 41 Furnaces& Unit Heaters--Gas'Fired and Oil-Fired a Artificial Light Form 5a Interior Lighting 6� 5b Lighting Schedule >� 5c Interior Lighting Power Nd 5d Exterior Lighting Worksheet 5a Interior Control Credits ❑ Applicant S. NAme B. Telephone I e. Company 0. Date 7. Signature Other No.of P6gAa Description of Document Documents -- - Enter all — -- ----- - - supporting calculations,test reports and catalog curs. Porins 2-4 r .L OF /-Form 3a y.: M PRESCRIPTIVE PATH FOR ZONE la Building ;r Area 1. Above-Gra%e'v'lall Area(dross ft2) ` 4. Roof Area (gross fie) 2 2 900 'See Figure 3a for climate 2. Window Area(ft2) 9 7 S. Skylight Area(ft2) zones. 3. Percent Window'o Wall Area. 6• Percent Skylight to Roof Area. Divide Divide line 2 by ling 1 line 5 by line 4. Must be less than 3% Above Compliance Package ---� "roposed Ground Component A B C D E F G Values" Valls bPerr en'window Percent° 9% 1-iih 18% 21% 27% 37% 46% 6 0:1� to well area -(line 3). Windows Max. Single Double Single Double 0.50 0.60 O.SU °Max.SC limit U-value Glazed Glazed Glazed Glazed S-6 applies to - - - -- cooled-buildings Max. No No 0,60 0.50 No 0.60 0.40 only. SCC Limit Limit Limit °To calculate the Above-Grade Max. - U-value of the Walls U-value 0.20 0.20 0.10 0.20 0.10 0.10 0.10 06 walls, use _ _ ___ -_ Worksheet 39. 7, Does design meet target? Enter the package letter(A-G) if all components of the values of the proposed building meet the criteria.Otherwise use Form 3b. Roof, Floor, - Proposed and Below- Component Standard Ur or R Grade Walls -- ----- Up to 3 percent Sk light" '0.059 •Skyllght shall be Roof Max. U value ithout 5 li h 0.07 ' double glazed -- -- with a min. Min. R value of Unheated Sla VA-inch air space. Slab-on-grade Floor the l,,sulafion Bated Slab 5.8 5. 'To calculate the Floor Over roof and floor Unheated Space Max. U-value 0.077 N Li-value,use - Worksheet 3b Below- and 3c. Grade Walls Min. R-value of the Insulation 5 CJ, n8 8. Does design mnet target! Enter the"Y"if all components of the values of the proposed building meet the :Hteda.Otherwise try Form 3b. 1 Envelope 9. The perimeter insulation for the slab-on-grade floor shall extend downward from I Enter the the top of the slab for a minimum distanca of 24 Inches. See Section 5303(d)_ t,p AA.(r XA-2 relerence to plans 10. The insulation for the below-ground wall shall exterd the full neight of the wall to *561"cs 60'1" 9 and specilicancns --the top of the lowest floor or 10 feet below grade whatever is less. 4 that shows compliance with 11 Manufactured door, and windows are certified according to ASTM E 283 for 6r�e �..p a /Pez'S "re requirements. -r - x.37 cfm per loot of window-' crack and 11 cfm per foot of door crack. 12. On the warm side(winter)of the Insulation for the walls, roof and floor, Install a r.-V>%A vapor barrier with a perm rating of one or less. See Secttor.5303((). A- 01931 Forms 3 1 _l McHENRY A ASSOCIATES, INC. CONSULTING ENGINEERS HEAT TRANSMISSION FACTORS PROJECT: P-tc+ F�,4 p� ,�o -T�a� DATE: ` - DESr_RIPTION: V�►�- '7- =z a �b2 BY: VESCRIP. OF MAT'L THICK. K R 1 +vEr 4! 2 u l z �� 12: , 3 6 7 8 • 9 TOTAL R-VALUE TOTAL U-VALUE OF SECTION U = 1 R - NOTES: 4 lz McHENRY & ASSOCIATES, INC. CONSULTING ENGINEERS HEAT TRANSMISSION FACTORS PROJECT: rc:J TbO. e() DATE: zit�4- DESCRIPTION: ~ DESCRIP. OF MAT`L THICK. K R 1 - Z �DES- 2 � 4 5 6 7 6 I 9 TOTAL R-VALUE TOTAL U-VALUE OF SECTION U = 1 = R NOTES: McHENRY & ASSOCIATES, INC. CONSULTING ENGINEERS HEAT TRANSMISSION FACTORS PIROJ ECT: �F�jt IV1�►� �Or' r�o.� TI c en DATE: DESCRIPTION: rt`fP� ( _ c BY, • x DESCRIP. OF MAT'L THICK. K R 3 �Q 4 �ey 6 7 8 9 TOTAL R•-VALUE TOTAL U-VALUE OF SECTION U = 1 = I �0(,o user- ,D�3 R NOTES: McNENRY & ASSOCIATES, INC. CONSULTING ENGINEERS HEAT TRANSMISSION FACTORS PROJECT: �� . DESCRIPTION: MlsDATE:c,,� ---- BY: j' DESCRIP. OF MAT'L THICK. K R 1 8� (-1+C�►1 �L) sem 3 I p� g jT4 5 6 7 8 9 TOTAL R-VALUE _ TOTAL U-VALUE OF SECTION U = I R NOTES: � ,1 Worksheet 4a UNITARY AIR CONDITIONER-AIR COOLED Proposed (a) (h) (c) (d) (e) Equipment Exclude package Proposed terminal air Cooling — Compliance conditioners and Equip. Model Capacih EEA Schedule' mom air condition- ID Designation (Btu/h) SEER (95°F db) (A-E) ers. �— _ — If the unit is a split AdIt Lsowoy GC-924-12)63 /;4,g - 1,61. t � system,include If the model number Ae- 2 4E ivat 46S Q4 -135S for both the condensing unit ,4C ,vNOx CS 14 3 53— 2 4 -10 — O, f7 and coil In the model designation, A % - L.EN I/o 1! ry CS X14-/f35�3'3 3 . /9S� 'Enter the latter Ac j Lspyo ItC'S Q4—bs-130 7(�, /_ — liom the table below. 1 Does the propused equipment meet the required equipment efficiency? Enter"Y"if true. Y 2. ChecK boxes to indicats the source of information. 0 ARI Unitary Directory, Section AC(Enter the page number) G ARI Applied Products Directory, Section ULE(Enter the page number) Product data(Attach data furnished by the equipment sunpiier) _ — Required — -- --- ��-- uipment Cooling Capacity(Btu/h) Minimum Performance Ciency Compliance Equipment But not EER For single phase Schedule Type Over— over--- SEER (95°F db) units over 65 Mbh -- -- capacily,use Single Phase, Schedule C or D. A Single Package 0 65,000 9.7 ---- B Single Phase, 0 65,000 10.0 ---- Split System Three Phase, 0 65,000 9.5 65,000 135,000 ---- 8.9 C without a 135,OOC 760,000 ---- 8.5 Hosting Section 760,000 ---- ---- 8.2 Three Phase, 0 65,000 ---- 9.5 D with a 65,000 135,000 8.9 Heating Section 135,000 760,000 ---- 8.3 760,000 6.0 E Condensing Unit Only 135,000 9.9 ■ l„o�y Worksheets 4-7 I • • GCS2"13.130 (Model No. Belt Drive Gross cooling capacity--Btuh(kW) 76,000(22.3) 10 *Net cooling capacity—Btuh(kW) 73,000(21.4) Cooling • '580 Ratings Total unit watts 'EER(Btuh/Watt) 9.5 *ARI Standard 270 Sound Rating Number(bels) 8.6 Sea Level InpuVOsvtpui—Btuh(kWl 130,000(38.1)/104,000(30.5) One Stage _ Heating Capacity (Natural Gas) A.GAJC.GA.Thermal Eff.iency/AFUE 80.0°'•/78.09. Heating Ratings Sea Level Input/Output—Btuh(kWl 130,000(38.1)/104,000(30.5) One Stage _ Heating Capacity A.G.AJC.G.A.Thermal Efficiency/AFUF 80.0%,'78.0% (eLPG/Propane) cY Refrigerant(HCFC-22)Charge 10 lbs.0 oz.(5.54 kg) Blower wheel nom.diamster x width—in.(mm) 12 x 12(305 x 305) Evaporator Nominal motor horsepower(W) 1.5(1120) Blower and —Factory Max.usable horsepower IW► 1.72 0280) Drive Installed --- Selection Drives Voltage&phase 20P/230v or 460v-3ph RPM range r 835—1135 Net face arej—sq.ft.(nit) 8.25(0.58) Tube diameter—in.(mm)&No.of rot%s 3/8(9.5)-3 Evaporator Fins per inch(m) 14(551) Coil �— Expansion device type Thermal Expansion Valve Drain connection(No.&size)--in. (mm)fpt (1)3/4(19) Net face area—sq.ft.(m2) 12.9(1.20) Condenser Coil Tube diameter--in.(mm)&No.of rows 3/8(9.5)-2 Fins per inch(m) 20(787) (No.)Diameter—in.(mm)&No.of blades (1)24 1810)--4 Air volume—cfm(Us) 450u(2',25) Condenser Fan Motor horsepower(W) 1/2(373) .� Motor rpm 1075 Motor watts 500 Gas Supply Connections fpt—in.(men)Natural Gas or eLPG/Propane 1/2(12.7) Recommended Gas Supply N,atu al Gas –� 7(1.7) Prna-qura--wr., in (kPa) •LPG/Propene 11 (2.7) Filters Type of filter Pleated Disposable (furnished) No.&size—in.(mm) (4) 12 x 24 x 2(305 x 810 51) Net weight of basic unit—lbs.(kg) 759(344) Shipping weight of basic �jnit--)bs.(kg)(1 Package) 859(390) Electrical char3cteristirs 208/230v or 460v-3ph *Sound Rating Number in accordance with ARI Standard 270. • Ratad in nrrnrdanrn with ARI Standard 910/740:95'F 135'C)outdoor air temperature and 80'F(27'0 dbM7'F IWO wb anterinq evaporator ah. NOTE—ARI capacity Is net and includes evaporator blower motor hbat deduction.Gross capacity does not include evaporator blower motor heat deduction. ••Using total air volume and r/stem static pressure requirements determine from blower performance tables rpm and motor outpu:-squired.In Canada,nominal motor output is also maximum usable motor output. *For LPG/Propane units a neld installed kit is required and must be ordered extra.See Optional Accessories table. irT�� gaF iz Model No. OCS241853.235 OCS241863.330 OCS242553-23b OC'S242B53-470 Gross Coolin Ca achy-Btuh(kW) 184,000(53.91 224,600(65.8) Cooling •Total Cooling Capacity-Btuh(kW) '77,000(51.9) - 216,000(63.3) Ratings "Total Unit Watts 17,700 21,600 __ • *EER(8tuh/Watts) _ 10.0 10.0 "tintegrated Part Load Value_ 10.5 10.8 Refrigerant Circuit 1 _ _ P rbs._007 13.63 kg) 8 lbs.4 oz.(3.74 kg) Charge Circuit 2 ` 9 lbs,0 oz.13.63 kg) 8 lbs.10z.(3.7 4 kg) Furnished Circuit 3 8 lbs.0 oz.I . g) 3 Ibs 4 oz.(3.74 kg) (HCFC-22) Circuit 4 ---- 8 Ibs.4 oz.(3.74 kg) Blower wheel nominal din.x width-in.(mm) 18 x 18(457 x 457) 20 x 18 1508 x 457) Nominal motor output--hp(W) 3(2238) 5(3730) Factory Installed Max.usable motor output-hp(W) 3.45(2574) 5.75(4290) p&e ph ass Blower "Drives Voltage as4 208/230v,460v or 575v-3ph and RPM range 610-780 660-840 Drive Selection Optional Nominal motor horsepower(W) 5(3730) 7.5(5595]_ Factory Max.usable motor output-hp(W) - 5.75(4290) 0.6(6415) _ Installed Voltage&pha.ae 208/230v,460v or 575v-3ph 'Drives RPM range 770-980 750-905 Net face area--sq.ft.Im ) 16.0(1.49) 21.0(1.9;1 Tube diameter-in.(mm)&No.of rows 3/8(9.5)-3 3/8(9.5)• 3 Evaporator Coil Fins per inch(m) _ 13(512) 13(512) Drain connection no,&size-in.(mm)mPt (1) 1 (25) (21 1 (25) -r Expansion devise type _ Thermostatic Expansion Valve Net face area-sq.ft.(m ) 35.4(3.29) 48.5(4.511 Condenser Coil Tube diameter-in. (mm)&No.of rows 3/8(9-5)---2 3B(9.5)---2 Fins per inch(m) 20(787) 20(787) Diameter-in.(mm)&No.of blades (21 26(660)-4 (2)16(660)-4 Condenser Air volume--cfm(Usl 13,800(6510)total 14,000(6605)total Fans Motor horsepower IWI (2) 1 (746) _ (2) 1 (7461 Motor rpm _ 1075 1130 Motor watts 2300 1900 Sea Level Input(low)-Btuh(kW) 149,000(42.5) 205,000(60.1) 145,000(42.5) 290,000(85.0) Two Stage Output(low)-E'uh(kW) 116,000(34.0) 159,900(46.9) 116,000(34.0) 232,000(68.0) Heating Capacity Input(High)-Btuh lk'.N) _ 235,000 168.9) 330,000(96.7) 735.000(68.9) 470,000(137.7) (Natural Gas putout(High)-Btuh IkV,) 188,000(55.1) 264,000(77.4) 188,000(55.1) 376,000(110.2) Onl1r1 C.G.A.Thermal Efficiency 80% 80% 80% 80910 Sea Level Input(1cw)-Stuh(kW) 164,000(48.1) 237,000(69.4) 164,000(48.1) 328,000(96.1) Two Stage Output(low)-Btuh(kW) 131,200 178.4) 189,600(55.6) 131,200(38.4) 262,400(76.9) Heating Capacity Input(High)-Stuh(kW)* 235,000(68.9) 330,000(96.7) 235,000(68.9) 470,000(137.7) ( LPG/ Output(High)-Btuh(kW) 188,000(55.1) 264,000(77.4) 188,000(55.1) 376,000(110.2) Propenene Gas Only) C.G.A.Thermal Efficiency 80% 80% 0 80/0 809'0 0 High Altitude Input(low)-Btuh (kW) 145,000(42.5) 205,000;50.11 145,000(42.5) 290,000(85.0) Two Stage Output(low)-Btuh(kW) 116,000(34.0) 1F2,900(46.5' 116,000(34.0) 232,000(68.0) Heating Capacity Input(High)-Btuh(kW) 235,000(68.9) 330,000(96.71 135,000(68.9) 470,000(137.7) (Natural Gas Output(High)-Btuh!kW) 188,000(55.1) 264,000(77.4) 188,000(55.1) 376,000(110.2) C.G.A.nly) u v _ o .G.A.Thermal Efficiency 80% 80% 80G;0 _ 90% p High Altitude Input(low)-Btuh NW) 164,000(48.1) 237,000(69.4) 164,000(48.1) 328,000(96.1) Two Stago Output(low)--Btuh;kW) 131,200(38.4) 180,600(55.6) 131,200(39.4) 262,400(76.9) Heating Capacity Input(High)--Stuh(kW) 235,000(68.9) 330.000(96.7) 235,000(68.91 470,000(137.7) 1^••LPG/ - Propane Gas Only) Output(High)-Stuh(kW) 188,000(55.1) 264,000(77.4) 188,000(55.1) 376,000(110.2) C.G.A. Thermal Efficiency 8095 80% 80% 80% Gas Supply Natural 3/4(19) 3/4(19) 3/409) 1 ,214) Connections fpt--in. (mm) ^**LPG,Propane 3/409) 3/4(19) 3/4 1.9) 1 (25.4) Rerommended Gas Natural 7 (1.7) _ 7(1.7) Supply Pressure-wc.in.(kPa) ***LPG/Propane 11 (2,7) 11 (2.7) Filters I Type of filter Dispo3able,commercial grade (furnished) no.and size-in.(mm) 141 24 x 24 x 2(610 x 610 x 51) 161 20 x 25 x 2(508 x ti35 x 51) Net weight of basic unit--lbs. (kg) (-1825)828) 2560(1161) 2760(1252) Shipping weight of basic unit-lbs.(kg) (1 Package) 2 5(937) 2835(1286) '3035(1377) Electrical chary._3ristics e 208/230v, 460v or E75v-60 hertz - 3 phaco ,Rated in acrordance w;rh ARI Standard 360;95'F(35'F)outdoor air temperature and 801F 17710 dbeC 7 F(19"C)wb entering evaporator air;minimum external duct static nressure. tlntrgreted Part Load Value rated at 80'F 127"CI outdoor air temperatwo. NOTE-ARI capaci•,y is nen and includes evaporator blower motor heat deduction.Gr Jss copacity does not include evaporator blower motor heat deduction. "*Usirig tuts;... •e,ume and system static pressure requirements determine from blovier performance tables rpm and motor output required.Maximum usable out- pput of motors furnished by Lennox are show.t.In Canada,nominal motor output is also maximum usable motor output.If motors of comparable output are used, be euro to keep within the service factor limitations outlined on the motor nameplate. ••*For LPG/Propane units a field conversion kit is required and must be ordered extra.See Optional Accessories table. -8- r /`j t 70,r ) SPECIFICATIONS Model No. GCS24.953 GCS24.1353 Gross cooling capacity-Btuh(kWl 92,800(27.2) 123,700(36.2) *Total cooling capacity--Btuh(kW) 88,000(25.8) 119,000(34.9) Cooling *Total unit watts 88,10 11,780 _ Ratings *EER(Btuh/Watts) 10.0 10.1 tintegra,gd Part Load Value 10.0 9.8 *ARI Standard 270 SRN(Bels) 8.6 8.4 Refrigerant Charge Circuit 1 6 lbs.0 oz.(2.72 kg) 11 lbs.0 oz.(4.99 kg) (HCFC-22) Circuit 2 6 lbs.0 oz.(2.72 kg) 11 lbs 0 oz.(4.99 kg) Blowor wheel nominal die. x width--in.(mm) 12 x 12(305 x 305) 15 x 15(381 x 38 1) Evaporator Blower Nominal motor hp(W) 2(1492) 3(2238) and Factory Maximum usable hp(W) 2.30(1716) 3.45(2574) Drive Selection Installed -L rives Voltage&phase 208/230/460v or 575v-3ph 20LW30/460v or 575v-3ph RPM range 740-1010 730--950 Net face area-sq.ft.(m ) 7.75(0.72) 9.46(0.88) Tube diameter-in. (min)&No.of rows 3/8(9.5)-3 3/8(9.5)---4 Evaporator Coil Fins per inch(m) 14(551) 12(472) Expansion device type Thermostatic Expansion Valve _ Drain connection size mpt-in.(mm)PVC 1 (25.4) 1 (25.4) Net face area--st,.ft.(m ) 15.67 11.46) 30.25(2.81) Condenser Coil Tube diameter--in.(mm)&No.of rows 3/8(9.5)-2 3/8(9.5)-2 _ Fins per inch(m) 20(787) 20(787) Diameter-in.(mm)&No.of blades (1)24(6101-4 (2)22(559)--5 _ ! Air volume-cfm(Us) 5150(2430) 8800(4155)Total 1 Condenser Fan(s) Motor horsepower(W) (1)3/4(560) (2) 112(373) - - Motor rpm 1075 1075 Motor watts 650 995 Total Input(low)--Btuh(kW) 126,000(36.9) 170,000(49.8) Sea Level Output(low)-Btuh(kW) 98,000(29.7) 132,500(38.8) Two Stage Input(High)-Btuh(kWl 200,000(58.6) 270,000(79.1) _ ) Heating Capacity (Natural Gas Only) Output(High)-Btuh(kW) 160,000(46.9) 216,000(63.3) j _ A.G.A./C.G.A.Thermal Efficiency 80% 80% i yea Level Input(low)--Btuh(kW) 126,000(36.9) 170,000(49.8) Two Stage Output(low)-Btuh(kW) _ 98,000(28.7) 132,500(38.8) Heating:,opacity Input(High)-Btuh(kW) 175,000(51.3) 236,250 169.2) ("•LPG/Propane Gas Output(High)--Stuh(kWl 142,600(41.6) 192,500(56.4) Only) -- A.G.A./C.G.A.Thermal Efficiency 81.5% 81.5% Input(low)-Btuh(kW) 126,000(36.9) 170,000(49.8) O High Altitude Output(low)- Btuh(kW) 98,000(28.7) 132,500(38.8) _ Two Stage Heating Capacity Input(High)-Btuh(kW) 192,000(56.31 254,000(74.4) (Natural Gas Only) Output(High)-Btuh WN) 153,600(45.0) 203,200(59.5) C.G.A.Thermal Efficiency - 80% 80% O High Altitude Input(local-Btuh(kW) 126,000(36.9) 170,000(49.8) Two Stage Output(low)--Btuh(kW) 98,000(2.8.7) 132,500(38.8) Heating Capacity Input(High)-Btuh(kW) 175,000(51.3) 235,000(68.9) ("LPG/Propane Gas Output(High)-Btuh(kW) 142,600(41.8) 191,525(56.1) Only) -- __--- --- C.G.A. Thermal Efficiency 81.5% 81.5% Gas Supply Natural 3/4(19) 3/4(191 ! Connections fpt-in.(min) **i-PG/Propene 3/4(19) 374(19) aecommended Gas Natural 7(1.7) -� 7(1.7) _ Supply"ressure-wc.in. (kPa) •*LPG/Prorane - 11 (2.7) 11 (2.7) i Filters Type of filter Disposable,commercial grade (furni3hed) A No.&size- in. (rrrm) (4) 16 x 20 x 2(406 x 508 x 51) (4) 16 x 2.5 x 2(406 x 635 x 51) Net weight of basic unit-lbs.(kg) 875(397) 1254(569) Shipping weight of basic unit-lbs.(kg) H Package) 1060(481) 1345(610) Electrical characteristics - 208/230v,460v or 575v-60 hertz-3 phase *Sound Rating Number in Accordance with ARI Standard 270. *Rated in accordance with ARI Standard 210/240;95'F(35'F)outdoor air temperature and 80'F(27'C)db/67'F(19'C)cab entering evaporator air. fintegrated Part Load Value rated at 80'F(271C)outdoor air temperature. NOTE-ARI capacity is net and Includes evaporator blower motor heat deduction.Gross capacity dues not include evaporator blower motor hest deduction. **For LPG/Propans unite a field c3nversion kit is required and must he ordered extra.See Optional Accessories table. -Using total air volume and system s!atic pressure requirements determine from blower performance tables rpm and motor output required.Maximum usable output of motors furnished by Lennox are shown.In Canada,nr.minal motor output is also maximum usable motor output.If motors of comparable output are used, be sure to keep within the service factor limitations outlined on the motor nameplate. -8- Worksheet 4j FURNACES & UNIT HEATERS-GAS-FIRED AND OIL-FIRED Proposed (e) (b) (C) (d) Equipment Proposed E..Thermal Heating — --'— Compliance Efficiency. Equip. Model Capacity Et Et Schedule' Determine the ID Designat'ton (atuth) AFUE (Max.) I (Min.) (A-E) thermal efficiency by subtracting the measured stack F vo /ODUDO e�o -- (chimney)loss from 100 percent. Ratings for --- minimum and maximum performances are ` based on the provided controls. Enter the letter from the table _ — below. 1. Does the proposed equipment meet the required equipment efficiency? Enter"Y"if true. _ 2. Check boxes to Indicate the source of information. — ❑ GAMA Directory(Enter the page number) Product data(Attach data fumished by the equipment supplier) Required I Heating Capacity(Btu/h): Minimum Performance Equipment Efficiency But not Et Et ComplIanca Equipment Over— over— AFUE (Max.) (Min.) Schedule Type Gas-Fired,Warm Air 0 225,000 78% ---- ---- A Furnaces and Combination. 225,000 ---- ---- 80% 78% Fumace/Air Conditioner Oil Fired,Warm Air J 225,000L8916 ---- B Fumaces and Combination 225,000 8i% 81% Fumace/Air Conditioner CGar-Fired, 0 ---- 78% 75% Duct Furnaces D Gas-Fired, 0 ---- ---- 78% i 1% Unit Heaters — E — Oil-Fired, 0 -__- ---- 81% 61% Unit Heaters t'MM 4-16 Chapter 4 -System /,2oF /�' OVER 1~ r ARS *,/ M O DEL f INDOOR GRAVITY VE'ITED GAS-FIRED FAN TYPE UNIT STANDARD FEATURES • Orifices for natural gas • Aluminized steel heat exchanger • Aluminized steel burners with stainless steel insert • 115-volt/60 Hertz supply voltage • 115-volt, ODP, motor with internal overload • Fan and limit safety controls • Energy cut-off (ECO) device • 24-volt control voltage transformer • Terminal strip connector for 24-volt field wWrin • Single-stage combination gas valve J �� " y. • Manual match-lit pilot with 100% shut-oft • Convenient bottom burner access REAR VIEW FRONT VIFW • Full safety fan guard • Horizontal directional louvers o� rdN • Horizontal/vertical vent outlet �MI't c�4 • 2-point threaded hanger connections • Baked enamel and aluminized !;tee) finish p�s • Blocked vent switch APPROVID OPTIONAL FEATURES—FACTORY INSTALLED c�Rt7�tto • Burner orifices 'or elevations over 2000 ft. • E-3 (409) stainless steel heat exchanger and burner DESCRIPTION • Two-stage gas control (50%-low fire)—Sizes 75 thru 400 The Reznor Series 100, Model r gas-fired unit heaters are • Spark-ignited, intermittent safety pilot with electronic flame designed for 800,10 thermal efficiency for use with natural or supervision and timed lockout (rE+quirert for I,repaite gas— manual reset) propane gas in sizes from 25,000 to 400,000 BTUH gas input . Manual summer/winter switch and are arranged for gravity venting. Model F units are de- . 208/230 single phase supply voltage sigr4d for ceiling suspension with propeller fan-for air delivery. . Unit equipped for propane gas Standard features on the Model F Series inclu(le a manual • Burner air shutters match-Ht pilot with 100% shut-off and a single-stage, 24-volt • To'aily enclosed 115V motor gas valve.A terminal strip connector facilitates field connection • Low ambient fan control relay to a remote 24-volt thermostat for automatic operation. Each • 220-240 volt/50 Hertz electrical operation unit is provided with a fan control and required limit safety controls,including an energy rut-off(ECO) .!evice and a blocked OPTIONAL FEATUPFS—FIELD INSTALLED vent switch. • Power venter These units have been design-certified by the American Gas • Vertical louvers Association (A.G.A.) and approved by the Canadian Gas • Downturn air nozzles, ?51-65° or 50°-90° varishle Air Association (C.G.A.) and tsar the A.G.A. or C.C .A. label, Arid clef ectinn range (includes 4-point suspension kit)— are approved for Use in California. See page 18 • 4-point suspension kit o Thermostat and relay kits • Air recirculation kits—See page 18 i NOTE: Model F units for California require the addition of • Manual summer/winter switch i spark pilot nption AH2 or AH3. • Multiple heater control _ • Unit-mounted thermostat bracket • Stepdown transformer 230/115 or 460/115—See page 18 • Burner air shutters Warning: Gas-fired appliances are not designed for use In hazardous • Low ambient fan control relay kit atmospheres r.nnlaining flammable vapors or combustible dust,or atmos • Hanger kit to suspend from 1" pipe (2 or t point) pheres containing chlorinated o. halogenated hydrorarbnns. • Single-stage and two-stap thermostats • Thermostat gucrd with locking cover Installations In public garages or airplane hangars are permitted when • Manual shutoff valve and union In accordance with ANSI 722.5.1 and NFPA 54 codes nr CAN1-4149 nodes and enforcing authorities. NCTF_: Regulated combination ads valve consists of combination pilot solenoid valve, electric gas valve, pilot filter, pressure regulator, pilot shut-off, and manua! shut-off, all in one boder. Gas supply pressure must not exceed 0.5 PSI (8 oz.-14" w.c.). r Minimum inlet pressure for natural gas is 5" w.c. Minimum inlet pressure for propane gas is 11" w.c. Pogo 0 i Form 5a INTERIOR LIGHTING In;:erlO.r (a) - (b) (cj (d) (e) (0 (g) 1 Lighting Max Lighting Power Occu- Floor Power Power Budget pansy Area Allow. Budget Group Space Type' 2) (we) ((c-d)x e)+t 'List all lighted —' " floor areas. If area under 1,000 ft2, 0 2.0 0 Exclude exempt enter area in(c)this row areas and areas -- ofstairways, Oftine If area between 1,000 and 1,000 1.6 2,000 sharts,telephone 6,000 f12, enter area in(c)this row rooms,etc. -- - — If area over 6,000 t12, 6,000 1.2 110,000 i enter area in(c)this row If area under 2,000}12, 0 4.0 0 enter area in(c)this row If area between 2,000 and 13-Z Retail 2,000 1:1.0 8,000 6,000 ft ,enter area in(c)this roe: If area over 6.000 ft2, 6,000 .2-V 20.000 5C !9 9 enter area in(c)this row Z,3 - _ cxe _ (�Z COF1=1cE 132 �roCA61C/WAILEW%ASE Z35 � : 2� m -Z, Pe,NK1 �rNC% f 'p��J�r.1G� /�o'�bT �� $ ft= 1. Total Interior Lighting Power Budget(W). Add amounts in column (g) Adjusted 2, Sum the Page Total(s)from Form 5c 5'Z 1(y Interior — , �� 3. Total lineal feet of track lighting VLighting _ — Power 4, Multiply line 3 by 50 — °Ir you have — T- - dayliohtina or 5. Total Interior Lighting Power.Add line 2 and line 4SZgI(o lumen mainte• nance controls, 6. Total Control Credit from Worksheet 5at' �— usP Worlsheef 7. Tutal Adjusted Lighting Power(W). Subtract line 6 from linef; 5 ulafe the control a• Does design meet the budget? Enter"Y"It line 7 is less than line 1,otherwise redesign, 5Z l lip credits. _� _— — ---- Interior g, Do all non-exempt spaces have local lighting controls? Enter"Y"If true, otherwise redesign. Lighting — - — _L_ Controls 10. Do all local lighting controls control less than 2,000 ft2 of area? Enter"Y"If true,otherwise redesign. 11. Do all interior display and accent lighting,including plug-in,tracr.and display case lighting, have separate lighting controls. Enter"Y"if true, otherwise redesign. Y 12. In buildings over 4,000 f12,do the luminaires in office spaces have separate automatic controls to shut off the lighting during unoccupied periods? If yes,check the type of control(s)used. Otherwise redesign. U Automatic Time Switches O Occupancy Sensors O Other t„ Fcrrns 5-1 i Fom 5b Pape of LIGHTING SCHEDULE � 1 t 'F_nierthe (a) (b) (c) (d) (e) (f) number and type of Jamps in the Lamp' Ballastb Tab luminaire. See Lum. Fixturb --- Luminaire 5b Table 5b for typical iatnp ID Description No. Description No. Description Power 'x" codes. --- — rerMe gt' ZLkPSTr?W Z `1l.Tl o _CLEC. I:.O I 1 number and type of ballasts in the — - furrinaire. For b I Z ,[ 7-' ZRO L ? F54 7 'C`> MAeA 72- X fluorescent and high intensity I LRA;:F F,m- 40 T I� e Z I l t I 144 K discharge lamps, t I -t� Oe� tl l� typical ballast Si9-1 P ' F14 T I -,-s ,5 X aboreviations are: •MAG STD for magnetic oK1s 500 standardMAG or _ 4,,, 1 5m,p Z. v-%n2 ew C-`> ( �I� Ae _�r� 123 magnetic d� 1� energy-eflicienf --�l- -T t T iia P F4aT 2 C W S. _ 7 Z Y. •ELECT for _�_ I.,ow QAC Z5 _N�F� I MAG STD, 295 �( electronic •MAG HC for magnetic healer ��— cutout See 7abir 5b for other ballast abbreviations. I 5-2 Chapter 5-Artificial Ught (113) Form 5c INTERIOR LIGHTING POWER i "Enter the quantity (s) (b) (C) (d) for every non-exempt Lighting lumineire.Do not Room or Roorn or Plans Luminaire Quantity of Luml6aire Power consider track Sheet No, Designation ID Luminaires' Power ,.i)x(e) lighting or,this Z Z Q form.mists SAt.�S �4Q5� A accounted for on Form 5a. _ ►�.__ _—Lc� z 7 Z o Z Zf 4' Is (P4 rd b 3 oo C) K I O 7 2 CU 14 7Z0 144 ~ZeR _ 3 Iz3 �2 77- 7?- 5 L5 44zs 300 300 �_ j7j�ltN4_- KtNIClti1 Z Z- 1144 G I Z _ I Z- i [:��. age Total Sum the amounts in column(f) _ Z9 I ce w t„�,t Forms 5 Form 5d EXTERIOR LIGHTING Exterior (e) (b) _(o) (d) Building Lighting Lighting Power Power Budget Building Area or Max. Power Budget Component Length Allowance (b)x(c) 1. Total linear feet of exterior wall ai the ground floor _ ft 7.5 Witt 14 79 2, For buildings over 20 ft.,enter the building height over 20 ft. _ ft 3. Multiply cell 1(b)by cell 2(b). Enter into cell 3(b) — to 0.25 W t? — 4. Width of exit doors IS ft 40 Wlft y(poo 5. Area of drive-through canopies -- 2.5 W/ftp -- 6. Exterior Lighting Power Budget(W).Add amounts in column(d) SSq S ETterior (a) (b) (c) (d) (e) Building J.i htird Lighting g Luminaire Ouar:ity of Luminaire Power Power Exterior Lighting Type 1.D. Luminaires' Power (c)x(d) 'Enter the»umher —_GdNnPy LTG DOW E t!P I,q-e- 5 o'luminaires the: yra P002 WALLPAuCs I0Q� ii)uminale the — 1 Z (o exlerior of the j building,adjacent ------ -- — _ walkways,loading areas,and drive ---- _� through canopies. Exclude luminaries I :hal are exempt -`- - - -- — from the _ connected loac �^ - calculation,see Section 5310(x). i j 7. Total Exterior Bullrling Lighting Flower(W). Sum amounts in column(ei I Z7Qy I I8, Does design meet budget? Enter"Y°It line 7 is less than line 6,otherwise redesign Lighting g. Do all exterior luminaires(exempt and non-exempt)have automatic controls to i,:rn off lights L � Controls Yduring d,!)li ht�iours or periods of nonuse?Enter"Y"If ,rue,otherwise redesign. l�F i 5-4 Chapter 5-Att4ciai Light �. 1 PETER S . HIGGINS AND ASSOCIATES PETER S. HIGGINS AND ASSOCIATES PETER S . HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS CONSULTING STRUCTURAL ENGINEERS CONSULTING STRUCTURA:, ENGINEER; Project : Office Max #287 Job No. 1778 Project : Office Max #287 Job No. 1778 Project : Office Max #287 Job No. 1778 May 17, 1995 Sheet ii May 17, 1995 Sheet iii May 17, 1995 Sheet 1 Table of Contents 3 . 4 . 4 Beam Connections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 1 Reference Data 3 .4 .4 . 1 Design Forces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Office Max #287 1 3 . 4 .4 . 2 Connection Capacity . . . . . . . . . . . . . . . . . . . . . . . 8 This calculation reviews the installation of storage racks for Madix R 1 Reference Hata . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . structural adequacy. The sealing of drawings is for the struc- �„ck and Hvaerm�c� Gon�,alaa 1 . 1 Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 3 . 5 Transverse seismic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 q Y• 9 g Location: 1 . 1 . 1 Drawings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 3 . 5 . 1 Base Shear . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Lural review of the storage racks only. Other information is not SW Corner Dartmouth & 72nd Ave . 1 . 1 . 1 . 1 By Peter S. Higgins and Associates . . . . . . . . 1 3 . 5 .2 Design Forces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 reviewed, nor approved. Tigard, OR 1 . 1 . 1 . 2 By Cchers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 3 . 5 . 2 . 1 Stability . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Zone 3) 1 . 2 Loads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 3 . 5 . 2 . 2 Brace . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 1 Documents 1 . 2 . 1 Vertical (Dead plus Live) . . . . . . . . . . . . . . . . . . . . . 1 3 . 5 . 2 . 2 . 1 Design Force . . . . . . . . . . . . . . . . . . . . . . . . . 9 Prepared For. 1 . 2 . 1 . 1 Racks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 3 . 5 . 2 . 2 . 2 Brace Capacity . . . . . . . . . . . . . . . . . . . . . . . 9 1 .1 raw•inga 1 . 2 . 1 . 1 . 1 Levels Less Than 48" .Apart . . . . . . . . . . 1 Madir. Store Fixtures 4 Gondolas and H ermE-xi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 1 .1 . 1 . 1 By Peter S . Higgins_a�}rd Associates Terrell, TX 1 . 2 . 1 . 1 . 2 Levels More Than 48" Apart . . . . . . . . . . . 1 YP 1 . 2 . 1 . 2 Gondolas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 4 . 1 Components and Geometry . . . . . . . . . . 9 Prepared By. .! . : . : '` 1 . 2 . 1 . 2 . 1 Arms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 4 . 2 Check Arms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OM-1, MX 1, 2 , 5 Peter S. Higgins And Associates �; `, 1 . 2 . 1 . 2 . 2 Hyper Maxi Shelves . . . . . . . . . . . . . . . . . . . Z g 10 1.__,1 . 1 .2 B U i p 4 2 1 Des i n Forces 10 ythex s Consulting S`ructurai Engineers '% 1 . 2 . 2 Seismic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 4 . 3 C1eck Hyper Maxi Beams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 1225-F' North Pacific . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 G. Herschman Architects �� v' ' ^i 1 . 2 . 2 . 1 General (1991 UBC' Stannard 27-lli 2 4 . 3 . 1 Design Forces Glendale, CA 91202 4 . 3 . 2 Beam Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Floor plan as noted. As recd 5-12-95 (818) 549-0072 24 Level Racks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 p . . . . . . . . . . . . . . . 4 4 '►peck Posts (Dead plus Live Loads) 10 \•�• :'„ 2 . 1 Components and Gecmetr.y . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 4 . 4 . 1 Gondola Upright . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 1 . 2 Loads Peter S . Higgins, S . E. < �!* 2 . 2 Check Beams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 4 . 4 . 1 . 1 Load to Post . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 1.2 .1 Vertical (Dead plus Lives 2 . 2 . 1 Design Forces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 4 . 4 . 1 . 2 Post Properties 11 jot Nu er 1778 2 . 2 . 2 Beam Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 4 . 4 . 1 . 3 Poit - Combined Stresses . . . . . . . . . . . . . . . . . . 11 May 17 1.995 2 . 3 Check Posts (Dead plus Live Loads) . . . . . . . . . . . . . . . . . 3 4 .4 . 1 . 4 Base . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 1 .2 .1 .1 Racks 2 . 3 . 1 Load to Post . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 4 .4 . 2 Hyper Maxi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 This Document and a de n it contains is •opyright by Peter 5, Higyins 2 . 3 . 2 Post Properties (net section) . . . . . . . . . . . . . . . . . 3 4 . 4 . 2 . 1 Load to Post . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 1,2 . 1 . 1 .1 Levels Lg_gk Than 48'1__ A2art and Associates. I in prb ded as an inst.-u nt of service, and snail not 4 .4 . 2 . 2 Post Properties (net secc.ion) . . . . . . . . . . . . . 12 he reproduced in any fj,h on without the w it permission of Peter S. 2 .4 Longitudinal Seismic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 P Design for hand stacking tiiggtna and Asa�iates, 2 .4 . 1 Base Shear . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 4 . 5 Seismic 12 ""� 4 . 5 . 1 Base Shear . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Loads per level = 1 . 5 kips 2 . 4 .2 Design Forces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Design seams for 25% impact 2 .4 . 3 Post. - Combined Stresses . . . . . . . . . . . . . . . . . . . . . . 4 4 . 5 . 2 Transverse Forces . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 12 Gtice to Building epartments 4 . 5 . 2 . 1 Stability 12 If this calc lation is s bmitted buil ing permit approval, it shal l 2 . 4 .4 Beam Connections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Y 1,2,. 1.1 .2 Levels More Than 48" Apart contain all Bets of caAculati s lie d in the table of contents on • • . • • • • , • • • • , • , • • • • • • • • • • • • , 4 . 5 . 3 Lon itudin al Seismic . . . . . . . . . . . . . . . . . . . . . . . . 13 tk 2 .4 . 4 . 1 Design Farces 4 g g the next pa� lel , all a act panted by awings listed to . 4 . 5 . 3 . 1 Design Forces . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 1 Section 1. 1 dot�ino n na bear pp�iate scala a� sTgnaturea ,t. 2 . 4 . 4 . 2 Connection Capacity . . . . . . . . . . . . . . . . . . . . . . . 4 g Design for machine goading ink of a on ice co o with t // am a Numher Refere��e. Tnr2 . 5 Transverse seismic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 4 . 5 . 3 . 2 Post Combin,�d StrE-sses . . . . . . . . . . . . . . . . . . . . 14 calculatio ah 1 sed' cross t i !hitt Loads per level = 4 . 0 kips g 2 . 5 . 1 Base hear . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 4 . 5 . 3 . 3 Bending in Spreader . . . . . . . . . . . . . . . . . . . . . . . 14 2 . 5 . 2 Design Forces 54 . 5 . 3 . 4 Spreader Connection . . . . . . . . . . . . . . . . . . . . . . 14MREPDesign beams for 25% impact R F S D COPIES ARE INVALID 2 . 5 . 2 . 1 Stability . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 2 . 5 . 2 . 2 Brace . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 5 Slab on Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 �.2�1 .2 Gondolas 2 . 5 . 2 . 2 . 1 Desion Force . . . . . . . . . . . . . . . . . . . . . . . . . 5 Design Gondolas for 25% vertical load reserves (impact or 2 . 5 . 2 . 2 . 2 Brace Capacity . . . . . . . . . . . . . . . . . . . . . . . 5 temporary unbalanced condition) 32 Level Racks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 1..2 .1.2 . 1 Armp 3 . 1 Components and Geometry . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Hand Stack MatErial 3 . 2 Check Beams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 FT`VApo 3 . 2 . 1 Design Forces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Denignyarms Por 200 lbs cf CITY 3 . 2 . 2 Beam Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Appfcl�%TJ rbedirh 3 . 3 Check Posts (Dead plus Live Loads) . . . . . . . . . . . . . . . . . 7 e f'she work as,,est ^ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.2 . 1.2 .2 Hyper Maxi Shelves ��„ .y,r 3 . 3 . 1 Load to Post 7 i�10.� 7 3 . 3 . 2 Post Properties (net section) . . . . . . . . . . . . . . . . . 7 Loads per level = 0 . 24 kips Job Address:,`'_._---=---"' - 4_4� 3 . 4 Longitudinal Seismic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Design beams for 33% impact gY. . Pnte:7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --- 3 . 4 . 1 Base Shear 7 3 .4 . 2 Design Forces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 1 2 2 �. Sesm c 7255 SW Dartmouth Street 3 .4 . 3 Pest - Combined Stresses . . . . . . . . . . . . . . . . . . . . . . 8 . Zone 3 installations are designed to zone 4 criteria. 1 of 23 7255 SW Dartmouth Street 7255 SW Dartmouth Street 7255 SW Dartmouth Street 2 of 23 3 of 23 4 of 23 PETER S. HIGGINS AND ASSOCIATES PETER S . HIGGINS AND ASSCr'IATES PETER S. HIGG7:NS AND ASSOCIATES PETER S. HIGGINS AND ASSOCIATES CONSULTING 5TRUC""LURAL ENGINEERS Project : office Max #287 Job No . 1778 CONSULTING STRUCTURAL ENGINEERS CONSUL"ING STRUCTURAL ENGINEERS CONSULTING STRUCTURAL ENGINEERS Project : Office Max #287 Job No. 1778 Project : Office Max #287 Job No . 1778 Project : Office Max #287 Job No . 1.778 May 1'! , 1995 Sheet 2 May 17 , 1995 Sheet 3 � Y May 17, 1995 Sheet 4 May 17, 1995 Sheet 5 1 .2 .2 .1 General (1991 UBC Standard 27-11) 2 .2 Check Beams Units : kips, inches, seconds 2 . 5 Transverse Seismic Where : Z1C 2 .2 .1 Design Forces Where : 2 . 5 ,1 Base Shear l _ 11 , Z=0 . 4 R,, I=1 . 00 f < `L,I, S I1 3 ry L - Load 1per blevel lc•�•c a < _ 1 h 1. 2 Use Code Default Values for CS (j)(8) `3G T > 2.300 1 (�rt` + 2rt + 1 I = Momentgat inertia of Thus : Rw=8 Rack Longitudinal; Gondola post V=0 . 183=1 . 10k Transverse =14 . 0 inch kips =0 . 47 in3 n = Number of levels 0.T511 ' 6 Rack Transverse; Gondola 1 , 5 k, 7-zia Longitudinal . 2 .5 .2 Design Forces .2 .2 Beam-Properties POAerties SL:nstituting yields u D 1 .?..SS C = <- ?..75 �� T>0 . 9 sec within the range : 7.Z,;j PHB35 _ p - °`' = D 0.0211 { I S 0.0914/ i 1 ,63" Sx=0 . 87 in3 O.K. Thus : � S<1 . 5 (unless lower value per- I Ix=1 . 59 i.n4 h' =75 inches mitted by soils report) Aril 14 ga V<0 .103W �� Peq=2 . 0 kips W=Total Load (Dead Load of rack 24 .2 Design Forces i Note : Bracing shown is schematic - see is usually negligible) '?. 125" P�_; . Ok; V<0 . 31.k � this section, subsection . 2 for actual geometry. T may be determined by any rational method, or the 2 . 3 Check Posts !Dead Plus Live Loads _ ± P default C/Rw of 0 . 46 may be used. P M<Va (1 . 3) P (fibase due e) width EQ of base plate) 2 .3 . 1 'Load to Post < (0 . 31) (30) - (1 . 3) (3 . 0) 2 .5 .2 . .. Stability 2 4 Level Racks _ - , � (1i of I��rls)(l.) 2 . 1 Com onents and Geometry < !, - = 5 .4 inch kips F Peq<PD+I, - Stable-No Uplift . Ai lchors provide added actor W U =3 . 0 kips 2 .4 .3 Post :I- C.oirbined Stresses of Safety. } - 2_3 .2 Poet Properties (net section) P Al Use min. 3/611 diam. ICBG approved expan- dPa + ti10 Minimumcembeament 2" into slab . 3 O_K_ Re- .lar Duty I 1 1 /r =85 �- -- t=0 . 074 in a/rY 5? =1 . 27<1 .33 O.K. 2 . 5 .2 .2 Brace C x= - + X + X As=0 . 36 in j Sx=0 . 28 in3 Fa=18 . 0 ksi 2 .4_ Bs.-Am-Connections 2 .5.2 .2 .1 Design Force b / t rx=1 . 15 in Pbr<1 . 6k ly SY=0 . 11 in3 Pa=6 . 5k��k 2 4 4 1 . Deaiaa Fore C7 I rY=0 . 60 in Mxa=6 .77"k 2 . 5 .2 .2 ,2 Brace .C_apacit-.v 2 .4 Longiturlinal Seismic �k --- ,. - Mconr.<5 . 4 W-120" H=120" 1 Ba a Shear 2_ Con�l�.ctiom Opacity JAnet=O . 26 int 2 .4` s a=30" D-42. " rmin=0 . 49 in b=?0" 1,,=51 " Determine Period - Raylei_gh Method - This equation has been Standard Connection c=30" 1c =60" reviewed and approved by ICBO for use with steel storage e Q-0 . 69 d=30" racks . 2„ 1 Upright Type (tYp) Ma= (1 . 33 ) (2 . 5) (4) =13 . 3 in k. Fa Beam Type Regular - -e (in) h-/ (ksi) k.) Min. PHB35 O.R. 7/16 diam. Rivet Va = 2.5 kips 60 123 9 . 18 3 . 18 O.R. 7255 SW Dartmouth Street 7255 SW Dartmouth Street 7255 SW Dartmouth Street 7255 SW Dartmouth Street 5of23 6of23 7of23 8of23 08/20/96 IJ►JIJt � IJIJIJI IJIJII ,IIIIII I IJIJIJilIJIJI I IjIJIJI�IJIJIJI IJIJIJI�IJIJIII IIIJtJI�IJIJI I IJIJIJIIIJiJt I IIIIIJI�IJIJI I IjIJIJl�ljlll I IJIJIJIIIJIJIJI I� IJIJI�ljljljl I�IJljl�ljijlj INCH 11MADE IN CNMIA iiiiiliiii�iiiiliiiiliiiiliiiiltiiiltili nliltiti lutllul utlltttl tlliitll►liilulilllttilllll)IIIiIIItllltiulttultilllllllllilllulllllllllllllllllllllllllllllllllilllllli' Ili�IIIIIIIi iiIIIIIII IIIIIIIIIIIillllill iiIIIIIiiiIIIIiIIiIIIIIiiIIIi!IIID il�n�lni�h PETER S . HIGGINS AND ASSOCIATES PETER S. HIGGINS AND ASSOCIATES PETER S . HIGGINS AND ASSOCIATES PETER S. HIGGINS ANLL ASSOCIATES CONSULTING STRUCTURAL. ENGINEERS CONSULTING STRUCTURAL ENGINEERS CONSULTING STRUCl'Urv- ENGINEERS CONSULTING STRUCTURAL. ENGINEERS Project : office Max #287 Job No. 1778 Project : Office Max #287 Job No . 1778 Project : Office Max #,87 Job No . 1778 Project : Office Max #287 Job No. 1778 May 17, 1995 Sheet 6 May 17, 1995 Sheet 7 May 17, 1995- Sheet 8 May 17, 1995 Sheet Level.-_Rscs _ 3 C,:h}eck Posy s (Dead r)lus Live b_oada 3 .4_3 Post - Combined Stresses 1Jse min. 3/E" diam. ICBO approved expan- sion ancLois . O.R. 3 .1 Comt)onents ani Geometry 3 .3 . 1„ LOa to PostMinimum Embedment 2" into slab. 1' X11 I, ` (tf of levels)(L) p * A1 " 3 , 5 .2 .2 F,race =4 . 0 kills =1 . 12<1 . 33 O.K. 35 .2 ,.2.1 D sign_Force + - id Pbr<2 . 2k 1_,3 .2 Post roper.ties (net section) 3A .4 Beam Connections b 35 .2 .2 .2 Brace Opacity H Heavy Duty 3 .4 .4 .1 Designoces Fr ly/ry=44 t-0 . 074 in a/rx=48 M <11 . 6"k 0.060 Anet=0 . 26 in X conn_ - As=0 . 5'7 int LJ rmir.=0 . 49 in CI I / ly Sx=0 . 58 in3 Fa=24 . 7 ksi 3 .4 .4 .2 Connection Capaciti� t rx-1 . 26 in Q=0 . 69 Sy=0 . 37 in3 Pa=14 . 1k l =' ry=1 . 15 in M-xa=13 . 9°k Standard Connection W=120" H=120" • L lel Fa Pa xtudinal eismic a=6011 D=42" �.-�.-�'g-- �- � t 2 j • � i n k ( i n) �. (ksi) (k) ( YP Ma= (1 . 33) (2 . 5, (4) =13 . 3 b=60" ly=51 " 3 .4 . 1 Base-.Shear • 60 1.23 9 . 18 3 . 18 O.K. ld=60" O.K. Beam Type Determine Period - Rayleigh Method - This equation has been 7/16" diam. Rivet Min. 51 Upright Type reviewed. and approved by ICBO .`_or use with steel storage Va = 2.5 kips 4 G4. lolas and H•rpern►axi Heavy Duty z:.cks . Units : kips, inches seconds 3 . 5 Transverse Seismic 4 .1 Components and Geometry 3 .2 C)aeck Beams 3 . 2 .1 Design Forces Where : , _DAse Sheat � 3 W = Load per level Us�� Code Default Values for CS 1 t�; < l 1 I, L (2a2 + 2�t + 1 ) L = Spacing between levels D W M (2)(g) ' """ - 30 7 2."300 1 I = Moment of inertia of k V 0 . 091=1 . 46 -� Front post Hyper Maxi n = Number of levels =__ ' =37 . 5 inch kips =1 . 25 in3 Past Omitted 5s2 Design Forces = T for Clarity 3 .2 .2 Beam Properties Substituting yields : �, H 1 PRB50 T>1 . 6 sec _ ___ V - 4 = 3 O.R. Thus : _ h' =90 inches 77,11 0.75" Sx=1 .44 inFoq-3 . 1 kips D=18 in \� o Ix=3 . 74 in4 V<0 . 70W I - go - �1 Nate : Bracing shown is schematic - see / 14 Dh=24 in 3 .4 .2 Design Forces this sect.ir-:., subsection . 2 for ac':ual W=max 48 in --• P<4 . 0k; V<0 . 28k geometry. H=max 120 in 2. 125" M<Va- (1 . 3) P (fixity due to width EQ - of base plate) < (0 . 28) (60) - (1 . 3) (4 . 0) 3. 5 .2 .1 Sta'�Iility = 11 . 6 inch kips Peq<PD+L - Stable--No Uplift . Anchors provide added Factor 7255 SW Dartmouth Street 7255 SW Dartmouth Streetof Safety. 7255 SW Dartmouth Street 7255 SW Dartmouth Street 9 of 23 10 of 23 11 of 23 12 of 23 PETER S. HIGGINS AND ASSOCIATES PETER S . HIGGINS AND ASSOCIATES PETER S . HIGGINS AND ASSOCIATES PETER S. HIGGINS AND ASSOCIATES CONSULTING STRUCTURAL ENGINEERS CONSULTING STRUCTURAL ENGINEERS CONSUL':ING STRUCTURAL ENGINEERS CONSULTING STRUCTURAL ENGINEERS Project : Office Max #287 Job No . 1778 Project : Office Max #287 Job No. 1778 Project : Office Max #287 Job No . 1778 Project : Office Max #287 Job h 1778 S May 17 , 1995 Sheet 10 May 17, 1995 Sheet 11 May 17, 1995 - Sheet 12 May 17 , 1995 Sheet 13 4 .2 Check Arms Load from Hyper Maxi Load from Hyper 4 .4 .2 . 2 Prat Properties ,net section) = 0 . 3 kips Maxi �. 4 .2 . g_Forces = 0 . 6 kips U 1 Des pt < 0 . 54 kips 0 . 6 70" As=0 . 30 int H/ry=141 L� Al <_ (0.'l_.) t)\� S ,11 Ptot - 1. 06 kips 10 Sx=0 . 19 in3 ( r' mi" 's I rx=0 . 71 in F'a=7 . 5 ksi 3 4 .4 .1.2 Post Properties _ " Sy=0 . 15 in3 `/ e =0 . 08 inCJ11 ry=0 . 68 in Pa=2 .2k k H =1 . 8 inch kips Myoma=5 .7 Min. 2" x 11 a arm S=0 .16 in3 Am le 1.JJ" As=0 . 69 int kl/r< (1 . 5) ( 120) /1 Mya_!!_ �k H/2 -- - - �- - Z -p- Sx=0 . 67 in3 . 11 4 .3 check Hyper Maxi Beams rx=.1 . 11 in =162 Sy=0 . 32 in 4 .5 Seismic Minimum standard beams fitted c. ry=0 . 56 in Fa=5 . 7 ksi OTM < (VH/2+VtHZ- _ 6 . 90 inch kips i , 4 . 5 . 1 Base Shear 4 .3 .1 Design Forces Pa=3 . 9k E:�: "k V < 0 . In�� RM > �gondD/2) ± Phi,-D 10 . 1 inch kips M -20 .1" - x"-�� Stable - No Uplift Al min. Q.16, I - 9 .6 k - ll ----- Smin 30 ya.= 4 . 5 .2 Transverse Farces Anchors provide added F. S . 4 .4 . 1 3 Post-__-_ Combined Stresses Gondola With Hypez Maxi =2 . 8 inch kips =0 . 09 in3 One Side Loaded both Sides Loaded Use min 1/4" diam. ICBO approved expan- sion anchors . O.R. 4 .3 .2 Beam Properties P n4 _ - + -- P < 0 . 54 kips P < 1 . 08 '-ips Minimum embedment 2" in�.o slab. l�o IV, 1" 0 75.. ; Standard Vgand �- 0 . 033 kips Vqand < 0 . 066 kips 4 .54-.,3-5 5 3 Loncitud ngal =0 .26<1 . 00 Q,$_, Vtop < 0 . 041 kips Vtop < 0 . 082 kips 3 1 Design Forces 0.69" `� 0.50" D=3 . 56 in O.K. 4 .4 .1.4 Base Vtot � 0 . 075 kips tot � V < 0 . 148 ki^s Moments on minor axis cL post I _16 qa cy,=0 . 34 in3 I M < Md+l M < VgondH/2 W Ix=0 . 66 in4 + VgondH/2 + VtopH vt �- lop- 10.50" Base hoe + VtopH =13 . 8 inch kips ► _;ar c�1 M 16 . 3"k =9 . 30 inch kips P + M V 4 .4 Check Posts (Dead plu13 Live Loads)_ t=1.4ga xa= �' Sx=O . 68 in3 Pa M" -► ML M ) 4 .4 . 1 Gondola Upright + A1' H�2Ll " =0 . 96<1 . 33 O.R. 33" / 4 .4 . 1 . 1 Load to Poet One Side Loaded Both Sides Loaded 4 4 2 HyQer Maxi - =0 . 60<1 . 33 O.K. APPLIED LOADS DESIGN FORCES P ` ylI' // !J P < 2y111r' 1) 9 .4,2.11 Load to Post _ 4 . 5 .2 1 Stability V<0 . 066 kips/post p (11 0l 1e\!��ls)(1,) =0 . 24 kips =0 . 48 kips �- � One Side Loaded Governs By Inspection Vt<O . U82 kips/post Vtot<0 . 148 kips/post 1) M=0 inch kips =0 . 3 kips A/1' c /2 Ml<33Vtot=4, 9 inch kips =2 . 4 inch kips Mz � l;ao"(�((H -- ,3�3)')i- l •[0,,(Fl - 33) 21-/ 9 . 2 inch kips 7255 SW Dartmouth Street 7255 SW Dartmouth Street 7255 SW Dartmouth Street 7255 SW Dartmouth Street 15 of 23 16 of 23 13 of 7.3 14 of 23 08/20/96 i�! �i �i � i �i �!� i i� i�i�i� i�i �l ili��l�l�i�i�i i i�i�l�i�i�i�!�! i�i�l�l�l�!�i I I�!�i�l� l�l�l ! ��!�!�i�i�i�i i i ��l�!�i,i�! ► I�I �I�I�!�I�! ! I�t�!I!�!�I�I�! I I�I�I�II►Iil! II!i!i!;!IIIiI INCH MADE IN CHIM '11101illiiillliiiifillllllllllllillllilll{Illilll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIII!Illllii!IIIIIIIIIIIIIIiI!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIII�fIIIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIII IIIIIIIII IIIIIIIIINIIII!IIIIIIIIIIIIIII I PETER S. HIGGINS AND ASSOCIATES PETER S. HIGGINS AND ASSOCIATES CONSTILTING STRUCTUI_kI. E.'GINEERS CONSULTING STRUCTURAL. ENGINEERS Project : Office Max 4287 Job No. 1778 Project : Office Max #287 Job No. 1778 May 17, 1995 : e GENERAL NOTES MAX 24" MAX 96" 1 . This drawing shows standard details of the rack, _ gondola, and "Hyper Maxi" installation only. See N engineer approved fixture drawings (same Job Number) I I x for loca!ion, arrangement, dimensions, and site specific I a MAX 18" MAX 48" informati+.m. See Higgins drawing MX-1 , MX-2, MX-5, for — — — — — — -- ► "� �'" -�— component details. 1k ,2. Dimensions are maxima. Units may be smaller (most areL Is 96" high and exempt from permit). See er,y�neerapproved fixture location drawings (same Jub Number) I rnx I Ifor location and arrangement �r�ithin store. xa Design Loads: w — _-- -- —,,� — — — _ `�2 Level Racks 4,000 lbs. per level ' _ ` — — -- — — J I I I II II 4 Level Packs 1,500 lbs. per level I I = I �� I J Hyper Maxi Shelves 240 lbs. per level -- —_ = _` 'n I > W Interior Gondolas - 8 pcf hand stack storage _ _ II En I I I II I Maximum 200 lbs. per shelf Perimeter Gondoias -• 15 pcf hand stack storage Maximum 300 lbs. per shleif -- it I l' '7 4. In seismic zones 0-2, the goidolas and Hyper Maxi units SIDE FRONT may be anchored using a single anchor located at the SIDE FRONT mid point of the base (drill hole as required) rather than HYPER NAM RACKS - TYPICAL CONDO at each end. Other anc!ora_ge details are unchanged. _ LAS - 9 (INTERIOR ROWS) (INTERIOR ROWS) 5. All units are designed as free standing. Attachment to (MAY BE SINGLES OR DOUBLE SIDED) existing buildings or adjacent walls is prohibited unless specifically shown on the installation drawings. 1 42" 11110. 120" 42" Regular Regular I —T BEAl'AS BEAMS Min. PHB35 Min. PHB50 a 60' M FRONT SIDE FRONT SIDE 4 LEVEL RACKS - 2 LEVEL RACKS TYPICAL ELEVATION - TYPICAL ELEVATION - N[_. C,r. � % +� 15.635DATE r PETE�t S;: HIGGINS 8-1 -94 OFFICE VA \ ' 7 ppANb ASSW.'IATES ; OREGON STRIJCT AAL ENGIN' ERS DRAWN J 1221-F NORH PACIFIC AVENUE 0) MADIX STORE FIXTURES Drawing #7255 SW Dartmouth Street GLEN LE, rA 12021CHECKED �R .S, H I r,co" pRA IN �A UE N E C I�IGNT. TYPICAL INSTALL ATiQN 19 of 23 COP IN BY P MESS ONLY. APPROVED WET I ED N RE ALIDFOR STANDARD MAY , BM sTBEEI �DACRgds EKG P. H. DETAILS X 17 PRINTED ON NO 100CN CLEARPRINT • i 08/20/96 i � � ► � � � � � � � + ► � � � � . ► ! Jl � I � � � � � IJI � I � i � i � i � � 11111911 ► 1I1I , � � � � l , � � � � � , � � I � � I , , , Inch MADE IN CH INA crn �tIIIIIIIiIIIIIIIIIIIIIIIIIs;ifllllllllllll�l{{III{{{I{II{II{{{IIIIIIfIIiII{IS�Ililll{{Ili{{II{{{{�{{{II{{{{�{�{ ,�Z 13 I{� w )IIIIIIIIIIII{{II{II�IIIIIIIIIIIIIIIIIIIIIIIIII(III111111111IIIIIIIIII,(IIIII(IIIIIIIIIiIIIIIIIIIIIIIIIiIIIII�IIIiIIIIIIIiIIIIIII�IIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIiIilllllllllllll�IIIIP. _ GENERAL NOTE. 1. This drawing shows standard details of the 1 . 35 T1 gondola product line only. Main structural ele- ments only are shown. Numerous secondary and non structural components are omitted for clarity, Z�� See engineer approved installation drawings � -- — — (same Job Number) for components used, special i — — ` �{ 2 details, arrangement, dimensions, and site spe- cific information. 18 a 9 II ----------------- 2. The installation drawings govern over this draw- ing. UNO, this drawing applies solely to fix- tYP - --_---------- tures regulated by Building Code (normally >96,, LIDN to the top loaded level) . 3 . KATMZIAL ARM � Steel - ASTM A570 Grade 50 UNO Bassa and arms Grade 40 �t = 0.121 ■� - � — -' — -- CV)n. • Holding Electrodes - AWS E70-XX (all welds miO � 6�� single pass fillet welds designed at 50% stress ;�______,___. ------ -__ levels) I � 1 � � Expansion Anchors shall be ICBO approved types . e.g. -- ------ __ - Hilti Kwik Bolt (ICBO RR #2156, 4627) 3 LT�1 Fcamset/Red Head JS type (ICBO RRp1372) POST SIDE - FRv�')T Gunnebo Taper-Bolt Sup-R-Stud (ICBO RR #3219) Embedment shall be minimum 5X Bolt Diameter. (Fy s 50 KSI) - Other similar anchors may be used if ICBO approvedThe .anchor types, sizes, and embedments shown on the TYPICAL F: FVATIONS installation drawing govern over the sizes shown on this drawing. 4 . Bases shall be anchored in the manner shown in detail S. Turnbuckles: Alternate direction of turnbuckles /4" SPOT along each line as shown. Single sided units shall be anchored at the front (using the WELD typ 1 S ga SHOE � .35 " existing hole at the end of the shoe) , and at the rear, within 20 of the post (drill holes as �. required) . Double face units shall be anchored ------_-__- _ �•—•. at the front of each face (wing the existing Z hole in the shoe) . Shoe Type: Replace leveling screw with assembly shown. Fasten to slab using one of the anchor types of note 3 . Single sided units shall have N N an anchor at the base front and goat. Double � sided units shall have an anchor at the end of M each base. M ) Slip On Type: Slide plate o►er leveling screw and anchor using one 3/8" diam. expansion anchor -- - per note 3. Single sided units shall have an anchor at the base front and post. Double sided i� units shall have an ancr,.�r at the end of each base' '�� 11 ga BRACKETS 5 . Unless noted otherwise on the installation draw- / DRILL Y."HOLE NS, FS, typ Ings, the allowable soil bearing value is 1.0 IN 8AFE SHOE Ar !CSF. ji/ TT)!ACV)•(FRONT BASE SHOE TYPE _ HD ANO EYE TURNBUCKLE BASE 3 4.. (DENO AT EYE) r, .035 ' 1 3/8" oE i a;d — 1 ti �F ip ° 0, 1 13/16" MAY i 1595'""`✓� _..� "�/8" tYP is DATE fl _ 1 TURNBUCKLE TYPE PETER-$. •H I GINS 7-26-94 I MADIX J ,# _• 12 ga (0.105 ) Bar -- ANDA �OCIATES , USE MIN 1 /4 7/16" Diam. Holes STRUCT'U AL ENGINEERS ONAWN SLIP ON TYPE EXP. ANCHORS 1225-F NOR PACIFIC AVENUE STORE FIXTURES Drawing # i GLEN LE, CA 91202 9 7255 SW Dartmouth Street BASE ANCHORAGE 5 810-549-C�07 CHECKED (SEE NOTE 4► - c°o WIN DE N jfFtA HT--�. GONDOLAS WE SIS NED Of 5 ON AO FOR 20 of 23 ,,,,I,o„� X . BU pl Ci pE MI APPA WINQ P, F�. STANDARD us ®E O sOLoCK DETAILS X 17 PRINTED ON NO 1000H CLEAR►AINT • 08/20/96 f INCH MADE IN CHINA I I I I I I i • ,!�IIIIIilll�ll{III{{'If IIIiIII�II{III{I{III{II. III 111 i I21 Z7 � 3 _ � III IIIf II{11111111111 1111111{{!It{III{III{1{II{II{�{{IIIIIII�{{{{111111.IIIIIIIIIIIIIIIIIIIIIIIfIiII�IlIIiIIIIIIII11111111111111IIII111111{IIIIII�{IIIIIIIIIIi{{�IIIIIIIIIIIIIIII�IIII111�illllli111111111�{{li{i1�11.1�11�111111�111111III�111�11 , . , . GENERAL NOTES 1 " 0.75" 1 .70" 5 / 4 2 _ 1 . This drawing shows standard details of the top _ _ shelf components only. Refer to Drawing MX-1 for 1 _ details of the supporting gondolas. Main struc- tural elements only are shown. Numerous second- .� 4-0 0.69 _ 0.50" ary and non structural components are emitted �. :3 _ for clarity. See engineer approved installattrn 'WO O 0.50 ODI I > drawings (same Job Number) for components us%d, " special details, arrangement, dimensions, and W > site specific information. � m F518" PARTICLE - '�- 2. The installation drawings govern over this draw- s = ARD SHELF 6 - ing. UNC, this drawing applies solely to fix• BO - - -- I , - - - -✓� - --- �� tures regulated by Bui iding Code (norml ly >9611 In r1%. � _'- - - to the to 0.60 loaded level). Anot— 0.30 sq. in. _ I 3. MATERIAL " rmin- 0.68 in. Steel - ASTM A570 Grade 50 UNO Botts - Grade 2 UNO Welding Electrodes - AWS E70-XX (all welds POST N; single pass fillet welds designed at 50% stress - - - - - -- -- — levels) S = 0.34 ih3 (Std); 0.53 i17P (H.D.) 114 page) ADJUSTABLE 4. Unless noted otherwise on the installation draw- SIDE LEVELING FOOT FRONT ings, the allowable soil bearing value is 1.0 pEAM 2 KSF. 116 gape) " TYPICAL ELEVATIONS - tYp >- 0.09 Tack Weld ` Upright Face @ Notches Upright Face # II 4.22" i I I 0. 121 " PL L�a.��i��aaaaaa&aAI # 1 .7 2" 1 " 1 " I /1 /4" BOLTS II 0.09 I • 1 .25„ ... .. . . . . . . . . . . . . I I ------------------------------------ 0.09 ---- -------- -------------------0.09 0.09 --- --- ---------- ---------------- I / Load Arm I 1 ? Similar to 2/MX-1 1 .63x12 ga Bent P!_ it �'�^"' BASE SHELF Notched to Clear Arm I I 0.0917 Min. 1/2" effective throat 3 Hook Conn. POST 00 hooks engage post holes Shown for clarity 2 Hook on Std. sm. STRUT-UPRIGHT CONN BEAM-UPRIGHT CONN. 5 EtEAM-COLUMN CONN. a POST TO BASE CONN 3 10.121PL) (12 gage) - 112 gage) _ DAT! 111 PETER S': 141GGINS 9-19-91 MADIX J01 7 D R E G 0 ivAND Z SOCIATtS � �s �./ I STRUCTURAL ENGINEERS Opp*" 1225-F NORSTORE FIXTURES Drawing r .o NORTH PAC1%` AVENUE 1� 7255 SW Dartmouth Street �rF� G�� Sj , O�`•N 0-549'7 202 aaam S �, HYPER MAXI EXTENSIONS AY 1 �� o olu►wFO AA11QN[D T/-1 N L J UX-2 21 of 23 M , TH��«>< P. H. S ARD DETAILS 11 X 17 PAINTED ON NO. 1000H CLEARP111NT• '' / l 08/20/96 11, 1111111111Jill ISI IIIIIIII IlgIIIIIIII11111I INCH MADE 111 CHINA -.,.. 21 13 �,� ii ��ii�t�il��iili�i�l��lil��i�l��t� ��iiliilil�iiil�iiil��ili�ii►i�ii�ii�ili�ii�i�iiliiiiliii�lii�ili�ii!iii�liiii ilii�i�ii�iliiliiii�ii�iliriilti��Illi�lliii��li�ii��iiil�i�ili�iil��iil�iill�ii�lii�I � ;_; . �. � : , is 16 ga Beam Details and Properties Post Details and Proper-des A sw C d (units: inches uno) (u,iits: ir�chss uno) - ALL 1 a3- 1.500 (all p �operties net section) - Type A B d t S Ix - C Standard 3.56 0.074 0.35 0.68 Type t W D A S r 1 2 - r _ Heavy Duty 4.87 0.074 0.55 1 .45 Regular 0.074 3.00 1 .50 G,36 0.28 1 ,15 0.60 BRACING PR835 3.50 2. 13 0.75 0.074 0.89 ; .63 Heavy 0.074 3.00 3.00 0.57 0.58 1 .26 1 .15 Dimensions PH835 3.50 2.13 1 .63 0,07, 0.87 1 ,:9 PRE50 5.00 2.13 0.75 0.074 1 .44 3.74 - PHB50 5.00 2.13 1 .63 0.074 1 .40 3.65 F PR860 6.00 2.13 0.75 0,074 2.;►4 6.30 D PHB60 6.00 2.13 1 .63 0.074 1 .96 6.06 5 PRB=Pallet Support Beam Type GENERAL NOTES 1 . This drawing shows standard details of the rack 1 '31" -�- t product line only. See engineer approved instal- f--,� 111/16. -' ' lation drawings (same Job Number) for components d 1120 COLUMN 1 used 5 FRONT SIDE pecial details, arrangement, dimensions, q Dimensions and Properties - and site specific information. t A _ 2. The installation drawings Et TYPICAL ELEVATIONS g govern over this draw- ,��, 1/Z- ing. 9 - . # (See installations d-awings for specifics) 3. Steel AI Pallet Support Display Steel ASTM A570 BEAMS 2 Beams and Clips Grade 50 Posts Grace 40 Dimensions and Properties in 3/8" Anchor typ Welding Electrodes - AWS E70-XX (,all welds (1 per post) 1/8" Max 2" single pass filter, welds designed at 50% stress , levels) FILLET WELD / 4. Expansion Anchors shall be ICBO approved types. e.g. AL --Now N Hilti Kwik Bolt (ICBG RR #2156, 4627) - r_\. ITW Ramset/Red Head JS type (ICBO RR#1372) r__-r Gunnebo Taper-Bolt Sup-R-Stud (ICSO RR #3219) Embedment shall be minimum 5X Bolt Diameter. T Other similar anchors may be used 1f ICBO approved, The I ' i ,�I anchor types, sizes, and etnbedrnents shown on the 0 I i I 2.5w installation drawing govern over the sizes shown on c iI �.� ,�V., this drawing •> I �; i 7" Min 1/2" Anchor Special inspections are not required unless noted STANDARD on the i nsta t !at i (2 per post)drawings. I FOOT PL. I See installation dwgs. for custom sizes 5. Unless noted vthprwise on the installation O ; ;'� (1/40) drawings, the allowable soil bearing value is SEISMIC FOOT PL. 1.0 KSF. 1.5" typ (3/8")_ I ASE PLATES w 3 � � i 4 • 3" ; Types and Dimensions 3 Pin 0 C�!Standard I o O J 5ECTIO N BEAM-COLUMN CONN. (Rivets 7/16" Diam.) • L`i. r fl `� �•\� DATE PETER S . HIGGINS 8-14-93 ES MADIX STORE FIXTURES AND ASSOCIAT 78 STRUCTURAL EN51 EERS DaU" l 1225-F NORT ' PACIFIC AVENUE STORAGE RACKS Drawing # Zvi �GLENDA E, CAP CHECKED • 7255 SW Dartmouth Street s �� . � I 8, 8 5,a9-007 2 INCH CENTER PUNCHING 4.4 Fi0 t. `' �/ ORA ING N E I AR RIGHT. 22 of 23 `orf r 1 ��` WEE CO SION 0 C E N RAI s `ON OR �ovED 1 Y 1 B 05 s N,� �u1 sTG sR A o s ' a P. H. STANDARD DETAILS 11 X 17 PRINTED ON NO. 1000H CLFARPRINT• �� ...... .,. i ........i.. w....•. . ,, .r..i... .. . •.... .. .... _ .. ... i HI b, i-+Ml t,IMWi✓.F.R4l11YMXw 41 mli i ...MMRCCY/..r:'.�i..JRW..,e,+�Wr -wNiY,.wYw.a.NM1.W.nY. _- r_._._,.__ ._-. ....- _ -YWniY�ww+rw.irF,wYwM.r•NMwre -rw..rn•.. w1w1Y.v :,MwMw.w+• 1 ... ..« .. .....,... ... ...... . .. __._ -_.._.,.. _. ...-..- -.-._ � -..... ... �... • •.... _.-.. .. _.� ..._ .. .� ..••M•rMYo1- ..w.x .wYrWNN.MInN../w..'CMih....iMlni.....n..-....s..r.....o.+iw..lra+rL.�Yvdw.:v., • nwi JI.�Y Ifirmy...r� ..-.. n-:err.... .......o._.rw. .. � .wJ:�... . . .. !l' _T1RM'sR 'M^..��J}IfI.W.I�.B' _. .__ . 08/20/96 '- iii i i � i � i � i i s i i i � i � i � i i � � i i i � � � i � i i � i � � � e � � i � i � c i � i � i i � � i � � � i i � � � i � � � i � i � i iii { ! i i � � � ► � I i � � � � o � � e � i � < < � � � � � � � � � W1111111� i1 � � � � � r � � III I � � � ij� IIIII /NCM MADE Ill CHMIA 1 CII/ i d 1 1 1117 . i Illill��!!!lIIIl�IlII�III(IIIIIIIIIlIIIII�IIlIIIIIIIIIfllllll�llllltlllllllllllllllilllllll�IIIIIIIIIIIIIlI1l!lIIIIl11111�111111111IilllillllllllllllllllllllllllllllllllIllilllllllllllllllillilllllllllllll IIII�IIIlIIIlIIIIIlCIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlII111111111�11ilillllllllll� ` 4 1 Itiog it. y: ,f' A. r n.1.�`. . b �11'�••►. iii -._ - RECEIVED E3 ,MAY 12 1995 �GINS ' fr -- _� \ PE R S & ASS6(' ( ) ti♦"nja►a ► .H� � , __ --- _ ..- �I , � ,,. qtr 1. le �g to 8 10 "r; _ . ._ _----- Tit _ 1 _L __,_ li to COPY `�► / cetiorg .l �,r 4 . �• 01 U PANEL ,i' ii • - too, 6 to 40�30 :�. �`� --- I I ... , - ---- � dill ��• .,h �I � i fit,' M ,, , - � � A-A I ; I ti��'',!'� 'rn►' k }` IEI rl XTURES I - r — - 1 I ! r ' 't• _ _ � '_ 4__iC_M ,�� __ I �� ai I y' T a) �;�' , `r . 1�`�•', ►zLr D-, I '"'q110 4 dt !,q) XAk +., '• . p • �' '► +1 ..11, - 116" BLACK RIXTURES Qkq; ,I I :;I�•a. 1 19YOI'TI�,C MAX I -- -- -~ �NTLR OF %1 ��l r _ - - ��l u� / o e J I I 1 ~,♦ `�j ,I�^tip 1; jo cT•"' ,. I c� PFX D fi TURC '4 r. .,,r BY •) O -Ice MAx y , WAREHOUIol =�t I d a + • I `•. �'�'; - - --- I FURN I TURF 5TOR. \ ` k; ,: '.' '1� .i�'t�I Iry� ' - Q• t 0 - i I , •` oto „ . r., , i ;�,,,, .;' :•;1, ";' ///''' , - j _ -- ' I Irt J►” Lr ♦, .•.'Ii`•M. --t'.. --�. 1 1 I + I I I .:•,,,,Y,/'�Q. �` , ' I y � 1�' � .. ''! 44 C .H11, l *„1 f .1, � 111 P�•r' LOUNGE I IM . ,e I) r ,�. 44 141 . �r..'j ► �`.,q (:D BRIEFOA5E FIXTUIR>ES 11 I I .� U.1 , ''��,•"U „ ri,• � J BY OFPIGe MAX — -- IrII(•� - —_ _. -- K�r - L " �1 ` 1 •. kr'ty. ,•• I I `�� YV' \ I All �I GORRIGO • �' _ '�TORA6E 1 I � � 1� �r -+ � � III � .,y' ,� .>�,. � - ? c.,H G -OUTS ir,iir► �r� i'. Jt�'" 1 ° I I I I I I I SCR�/iGC _ _ I �r h ;;,� {,i•T; \ �', to MANACGER J L J L _j L J l _JMEN .; ' ' I Vii_..,_ � "i " _�._s ( ll V ,�' ' • 1'� t, ��.��,�1 ell q11 44 rac' CART e JP R Orr yti (, . ,7>• ,.� - - -.__. ---_ -- __.. _ - -__.- - .__ - - ____.._ ---.__-._—.._ -..___._� �_ ._.��—..•o'er-u- - --_._t'e.t. Ee__---.. -- -- - --- yIN, ,(�j1INr-'�`�ti Az 1 �1• .° v,�`j � I- - C± --- - O O 0 O O O U O O O ,/, 1 � ;�� +� g� ►. �•,e1" RE ., '�•.}� {'';i. , O 0 O CY - O O Uto� ;��.;�� ,:'��r'e, � . • -- ------ ---- ------- - ------ - .--- -- ------ ----__. __._ _ __-._ I ��FRIs NOGG` ' �� '' ;�� ,� ',�>,: , }, �•!� . ,�. ♦r,. .I �`__ - -��--- -- - -- - - RFVIEwEOandAPPROVED i ,,/I, ''1 +. X11 ---- --..—_ -_ -------_.. .-- ------ ___•- -_.- ____._ .__.—_._.__ - ----_. ._��__ _— ------ ------ -- _--__..._-.__ .. _ ..1,�0 4------_— - ...-- - �j PETERS HIG(,INS&ASSOCIATE- do �•l d ,� � ',I, CONSULTING STRUCTURAL 1=IdC�IN�F,�.l 1'0,�� ''t• ( �+�' AWi!-I., � ,t ' - - - _-- - - ---- - _-- --- -- ---- --- --- -_ _--- - - - - -- - ---_ —____— ----------_-- ___ _.______.- -- ------- _Ia$=°-�------- -- .-- - ------- - -- - - ----.__ _ _ __ _. . __ _ - --- _ . . --- - __ 7 8 MAY 1 81995 �• �` JOB NUMBER DATE. � '�� `� r STORE_DATA „ v� y .y� A.I,o- TOTAL AREA 23�4g0 _ 50. FT. 01T �: ' ,�`�':r��r;' �• � SALES (+FURN) I� �o _ �. �T. FIX T USE PLAN � r 'pF TIrn�D •. ,�I� , 1� ax WAREHOUSE 2 60 5Q. F T _ — - - N roved '•, ." h M ` ?�f�.' ` ---- • ,ALE: I/8" = I'-O" ,error only the work aS described in.- 1 ` .� RE( E _ _ SCS. FT, rERMITN J'9 c FURNITU GARP T) SC 0. j. , +�• ,y,� (:1 t?FF I GE/LOUNGE - - 1,400 5Q. FT. ,Inb AddrASS:_ D�rt�,,,•f o �z - V SERVICE CENTER 230 50. FT. RY E to COPY CENTER 380 5A. FT. �. ';•� •1 -� P it r DOT r0 OF 5TEEL 0 s18'-b {+. 7255 SW Dartmouth Street ^ir D FLAki f r. 1 a wIUSI ti it y f 2' t' � �,Ic 08/2'0/; 6 (I�I �ilI � I �I �I�i iIII 1111111911 IN III I1 � 111110 1P1 11111111111111 111111111111 pillINIIIIII1%9111111111111111111111,11111111 INCH MADt IN CHINA 'IIIIIIIIIiIIIlliiil�iliIIIIIIIiIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII?IIIIIIIIIIIIIII!I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIII�IIIIII fl?i?�illl IIIIIIIIIIIIIIIIIII IIIIIII1111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIillllll IIIIIIiIIIIIflllliillt