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15500 SW 116TH AVENUE-1 r 10" x 27" EXHAUST_ CONNECTION _ 10" x 25" EXHAUST CONNECTION DAMPER SPRING COVERS 3320 CFM ® 1-.6-`)" S.P. 3080 CFM @ 1 .65" S.P. ---- ------- --�---- 23'-4" OVERALL LENGTH ( VERIFY ) - WALL # REAR — -� 00 ANSUL R-10 — 2� -0 4 AIR SPACE Ln 2_ - - --- __--__—___-- - --------- - --_ --.-- --- -------- ------------- -- — - CYLINDER ENCLOSURE EXTRACTOR FILLER - ^- ^-_ 11 -6 11 CHEMICAL SUPPLY - �! LIN_ CONNECTION __ -- --- --- -- - 60 -- -- - ----- -\---pl 9'-9" _ Q I - �� 250 CFM/FT 380 CFM FT _TERMINAL 250 CFM,/FT -- i PULLEY REAR BAFFLE PLENUM A DETECTOR / ELBOWS 4 FIELD PIPING & � `\.� NOZZLES j � � B - /,o o ) _ I f/ I Q „ DETECTION CABLE ,, 2 1 /2 CONDUIT BY — --- — REAR BAFFLE___`' �1 - r ANSUL INSTALLER - SEC B - 1 -j" - -- ----- azxr- -- -- -------------- - ---- - ......... .... .... .-'-.� ANSUL R--102 CYLINDER --.�---___-�- --------------- .. ..... SCALE 4 - 1 -0 T -- BROILER .................... ...... AND RELEASE ENCLOSURE � _ . . ....: :DUCT ----� _ 1 N(JZZI_ES (2) '... ... ..... .::::::::::::: :NOZZLES 2 o -- - - - - _ - _ _ - --- — - ---------�--------- -------- -------�-4-r -- - �--......r---f--L-}------------------ ----------.-----(-,j"� ' J FIRE LINE _ HQT PLATS GRIDDLE FRYER BROILER ! FRYER: GRIDDLE Q T HOTPLATE - � EIRE PROTEC , ION CALCULATIONS CABLE CONDUIT — —� -- _ w 7 > CONNECTION --- J 4o �. HAZARD SIZE QYY NOZZLES FLOW NO. _ .. ...... ...: ... . .... . .. _ ....... ... ........... ................................ ............... ............�.............................. . .... .......... . ...............................1.��... ..... ................................ ... ........_.. .......................... . ........ ........ _.... .......- ao � EXHAUST DUCT 74 IN 1 1 2 APPLIANCE NOZZLES (6 j 46 ( TYPICAL ) -- __ CHEMICAL SUPPLY - - - EXHAUST DUCT 70 IN 1 1 2 LINE CONNECTION 26 1 /2" 69" 11 '-6" I �. PLENUMS 11 '-5 1 /4" LG 2 4 4 _ - 69 4 AIR SPACE _ i HOT PLATE 36" x 15" 1 1 1 --- _- -- 13' -8 1 /2" � — _ 11 '-10"_ _ _--.-- - GRIDDLES 48" x 24" 2 2 2 FRYERS 24" x 18" 2 2 2 25'-6 1 /2" OVERALL LENGTH (VERIFY) _ HOOD ® FRONT _ BRO LER 36" x 24" 1 2 3 HOT PLATE 36" x 27" 1 1 1 PLAN VIEW -- --J. BOX ® 108" A.F.F. FOR SIX 6 100 W U.L. LISTED NOTE: _ 15 17 = DOUBLE JOSHUA IV SERIES - MODEL 100 F 120 V 1— ' ( ) - WHERE EXPOSED TO VIEW, - TANK SYSTEM FIRE EXTINGUISHING SYSTEM DETECTION PH SUPPLY TO APOR PROOF, INCANDESCENT CABLE CONDUIT, REMOTE PULL CABLE CONDUIT, CHEMICAL SUPPLY AND VENTILATOR - WALL TYPE CANOPY HOOD LIGHTS FROM SWITCH LIGHT FIXTURES, FACTORY WIRED BRANCH PIPING, APPLIANCE DROPS, FITTINGS AND NOZZLES SHALL SCALE --3/4"= 1 '-0" BY E.C. - . 6 KW BE CHROME PLATED OR CHROME SLEEVED. IMPORTANT #22 GA GALVANIZED STEEL OVER 1 " MINERAL WOOL PAD MECHANICAL, ELECTRICAL, AND DIMENSIONAL WITH WOOD JOISTS INFORMATION SHOWN ON THIS DRAWING IS SUBJECT TO CHANGE PENDING VERIFICATION DUCT WORK 46" OVERALL WIDTH / OF EQUIPMENT AND FIELD CONDITIONS. MECHANICAL CONTRACTOR 1 Y I DIA HANGER RODS DETECTOR CABLE IN CONDUIT BY MECH; BY INSTALLER �- 3 16 ,, TO FINAL CONNECTION ON HOOD i U.L. AND N.S.F. LISTED 100 W / CHEMICAL SUPPLY LINE TO ANSUL R-102 DUCT AND �I I _ II PLENUM PROTECTION -~- T INCANDESCENT, VAPOR PROOF ANAL CONNECTION ON HOOD ' � LIGHT F-I T o FIXTURES -�� �A33J E IN CONDUIT TO REMOTE PULL STATION X12 GA ST ST'L FIRE DAMPER __`O _ ANSUL AUTOMAN AND TANK WITH FUSIBLE LINK RELEASE I I - 2 0-22-9 REVISED AS PER REQUEST J►$ 0 Q cn --1 18 GA ST ST'L I I 1 9-'� 1 -90 / I REVISED AS PER RETURNED PRINT J g / 0 � o z o HOOD TOP AND FRONT I TWO 2 WIRES FROM RESET RELAY _ 1 �F_E� ANGLES _ 0 0 o cr FASTEN TO WALL - c° � y Li_ = w � � II �__- __ TO AVTOMAN RELEASE BY E.C. REV. DATE REMARKS BY ►�' "� �J z z I�_ x w _ ,�-- GREITZER , INC . REMOVABLE STZ5T-L _� _ - / - - -�"� = c� #16 GA ST ST L I � : .. H.E. EX Ti�AC1GR INSERTS / ~—�� r `�' = o HOOD ENDS CHEMICAL SUPPLY L..INE TO / I t.�- -TWO WIRES TO i 20 VOLT 101 RIVERDALE ROAD RIVERDALE NJ 07457 / 0 -- - u _ - -� ___�- SOURCE BY E.C. TEL. 201 -839-8200 FAX. 201 -839--0264 � a FINAL CONNECTION ON HOOD �- 1 -1 /2" 0 z 0 - #16 GA STZST L / U < '1 j_- V-- �`- ~ PROJECT r EXTRACTOR HOUSING LL- u- 0 S E--� A R T S 0 z Q Q RESET RELAY — Nz���/ CUSTOMER CHROME HANDLE 1 0 c� Lr� - _---__ _PITCHED_ GREASE TROUGH / - 1 . 1 J SCF INDUSTRIES WITfi (REMOVABLE GREASE CUPS 1 6 SIZE _ 0 Q, �„ TWO 2 WIRES TO GAS SHUT.-OFF ST/ST L PAN m DRAWING APPROVAL_ AND/OR ELECTRICAL CONTACTOR -----__ BY E.C. . ANSUL_ R-102 -_ — -- >�WALAwF: Wll'. . . . . . . SH.ft D , . � DRAWING - APPROVE., BY: __--_-- .._-_ DATE: ___--- "'4r:Y t"21t� M!!ti�;M!R!. hf>t1(:� 1 x �8 ST ST L APPLIANCE PROTECTION GREITZER , INC. MUST RECEIVE EQUIPMENT PURCHASERS FINAL roar.��Th:r�n.►..�,r .nF,; ,��w �+ . . . . . . . JOSHUA IV VE N T . FLAT BAR BRACKET ) E C. ION A -- APPROVAL OF THIS DRAWING BEFORE FABRICATION CAN BEGIN. P L_ A N D I A G R A M APPROVAL OF THIS DRAWING CERTIFIES THAT THE EQUIPMENT APPROV. L of- V)S 13 NCT AN AFPR(,VAL OF � PURCHASER HAS REVIEWED ALL THE INFORMATION CONTAINED otiti�,,,..r, .., ,wtF�sic;HTS DRAWN BY DATE JOB N0. DWG. SCALE -- --- 3/4"= 1 "--0" WITHIN THIS DRAWING AND AGREES TO ITS CONTENTS ANSUL R-102 sc��, ,.D LETTER . . . . . . ,/. . . 1 J. SALAZAR `� FIRE PROTECTION SYSTEM CONSULTANT SCALE 1 I T{-� F1'•' h1�lf:.: PLANNS XAN NL ---- — 3/4„=1 ,—O►, ] OF 14 (I hl'I'��I1� �1 I{Illrltr�rl 1lrl�ll IIIrlIp"”, I1I1111111�111��I�i�t���lll�t�t�l���t�t�t1{ NOTE: IF THIS MICROFILMED r– 1 2 3 4 5 6 7 w 8 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICiv-IT 15 DUE TO - JHF. .QUALITY OF THE ORIGINAL a .•+,.•�"'"DRAWING. 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VKer CEILiN4 LINE z %V11HO1A'f AtNvs oR Off 5BT5. otk 4/0 50-A To e6 FRoVIDED faR EACH ' -' A JEMOjE FULL ,TATTYPICAL WIRING DIAGRAM FOR cc — IoN. nItEF) (Ivo !(EMoje dOkF.s ARE MTD �tva-sY % ANSUL FIRE PROTECTION SYSTEM O Dp I- - 9 -51DE THE DISTANCE 5ETWE6N CENT@Rs SHALL NOT DE LF55 INAW 7. (ELECTRICAL SHUT-OFF) z D, 0 - f fI Uon MEAL "0"RELAY 0 N GTI;5' �NSTALL ED Dr GAYLORD YfR J M r(1L� LI , CONIMLED DY ELECTRICAL J O ��-- I' /ur,.1, T CONIRACT011 W ry�+l ; I . I;ICE. MITF.c-T1cr1 1,Y-:51-eM SHeLL. e,)rm t STDLLbp II� llctoRDA►J�,>~ ����l.F•P l�. 96� 17. I�f'1�G IM 170 rat 1 N -• �a o 51f5xm -Tp m& IIJ LLIGP FIM ALL - ------=+ iiDD 3 • toll o: � 4 LOcaL- cnrFs. .-- -- - - - z m z ------- - - r W Flt11�T1L7NI ��'S' 1LL f3tE I�II�T�LLEp -----------• = VO DIowN 1 O p P.- 0I� �.�..C.OI2D�S►.1C.E 111 1 dr,l�lu- �102 I I�'TbLL,Qj'1 ,5 W a vUtL-------- � J oopo:ANDUL WCRO.SWTCM }-T Ol OCAYFD ON CYLIPMA swltcM!wwN IN "" 1 C1 tlpd ARQIDI PUINDUTtON� QRWr. NUM9ER ---- 8�- RESET lwITCM 4. lae5 �I �U r-oFr� �/L�L�/ES 45-5 �L.L Ed � d1'I�E E!6t 5. ALL RC1tzlC�eL. cvrlr�Irc,Tlol�s 13`T �F�EP1, , I.4GK4UT l/ETAIL `, , CONTACTOR 170 volt T b. �Ue,Jls�l MIC2D swnL►1 rFvfz s>� N'0 CONtACL TO QUIT P ©IJ NLL- COIL FL[CTRICAI LOAD AND CNARACYt111DTIC• '`u ►IM NHMlDDr SHEET NUM ER EL IGGPC.IC�A.L h PPLIA�S ►.OUG!�LL1 LouPt11�4 tl�) 1°IEthIAiI1LAL (nR A1E INDtAu[D EY fl/l'.TRICAI CONTRACT O/ • ___� Ki -7 . hY516r1 1d IS✓r {?R.�-PI per IF� SF�Of •5�e1 w►�s.►J pa►4aTaa.Ylnlc� Dltc.i art pls►luM t � -__.� 1 5'51O(.1 5W .1. 1 ,71FI F)YEI�NI..E nr- GhL� bEDI COOKING lOUIo7NNT ►OM/M EUNIr OtALD . OF SHEETS �1 Y � 1 ♦ - �.�. • i1�''"' T -._ ... .. ' ....� ..N _..rt - ,���...._ 4 -. . �. _. - � _. _._.. �.. - x . ...`^nM�M111•q.�rNR'.s........'°'MMM"... .... _., arrs�.rtQYwe.w...rww.Mr...�•wP�»r..v :..,, ,w. .. . ... ..w.__. ......-. .... ._. � ,� ...:yyYR� .:y... M... . . . .1� Pi'Ilt lllll'� llp oil 11111111111ll�� l' r��l �tl'Illll�llrllll'Ill II1�1111'111r1I1 1111 1111111111111 ' NOTE: IF THIS MICROFILMED 1 2 3 4 5 6 7 8 9 to it 12 I DRAWING IS LEGS CLEAR THAN • THIS NOTICfi; '17 15 DUE TO - HIF QUALITY OF THE ORIGINAL � .✓DRAWING. _ --- - �. OE 62 92 LZ 92 SIZ 102 E2 ZZ 12 OZ 61 91 L I 91 SI bI I E I 21 11 01 --6I-•--,-- 9 L 9 S i 1E--- Z 1I'�«' . - ,,..--�dl• I,llluullnllulllllllllllllnllllllll111{�nllGuli11a111u111uluN�,[►,1�i[t�[IIIIu111u11fI111Uu�In111ut�n�liltl �Im�NnINlNali�11�1111111I111II111a11n111tutllullullltlitllnlllilllll{liI�191II1nIl11nlllulllll�uuliw�Jlull�llulllllll1u1111111ug11�IlaH WON— APRIL 20 1992 1 y a a Add new fee for this case 66BUILDING :BUP90-016- PROJECT:SHARI'S - KING CITY : STATUS:F : UPD:10/22/91: :JHJ: ° ° PERMITTEE:ARCHITECTS VAN LOM/EDWARDS PRIM. . :BUP90-0346: ° SITE ADDRESS:15500 SW 116TH AVE uaUES(;RIPTO`da`dea`dfi$$`drdib`dad`d`d�>�fi�aaAAAb�Aa��a3a�6Sa6a�a��aaaa�.afi3�dlidaa£ad��fid� ° New buil* FEES------------------------------------------------------------------- ° uaa�� aaaa° (C) PERMIT FEE $ 1058.00 $ 1058.00 -208448 JLH 01/09/91 ° REISSUE: ° (C) PLN REVW - STRUC $ 687.70 $ 687.70 -206760 JLH 11/14/90 ° CLASS OF' (C) PLN REVW - FIRE $ 423.20 $ 423.20 -206760 JLH 11/14,/90 TYPE OF' ° (C) 5% STATE SURCHRG $ 52.90 $ 52.90 -208448 JLH 01/09/93. ° TYPE OF ° OCCUPANC° ° OCCUPANC° ° STOR. :1 BSMT?:N: ° FLOOR LO* ° DWELLING° BEDRMS: ° VALU $: ° $ 2221.80-$ 2221.80-$ 0.00 BAL AA&AS&I 40(Al� yo(,t nlc+ Gdc/•�,'or�a! � -..Icar-y�i'or Ca/�. `Qe t/,'e W ere /, //O. 9'd Pte,/ ,YJi - Fac-' Two cAec�J 6-tJ0u ct- C, c4e-j-,4 v/�. i Q, c t 1 G,ce//v ce Wcyl,` 'o.7 4/ C h q.y e s 14.lh,`c h woU�d C/i car, e - qrn ou n C)l4 e W"A -Axe 9 Post-it'brand fax transmittal rnerno 7671 n of pages iro rive Co cow -L�/". J T� Dept PhoneM� 4 1 71 7a_11161% x� .V- �f� Fax" 694 - 72,97 INSPECTION NOTICE City of Tigard Building Department 11125 ON Dell Blvd. Tigard, Oregon 97223 Inspection Liao (Rec-O-Phone;: 639-4175 Business Phone: 639-•4171 Inspections. Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gap, T_lne FINALS Post/Beam Struct. Sart. Sewer Framing Bldg. Post/seam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Matir Line Gyp. Bd. -Koch. _ ` L-- -- Date Requbteds1W �� 7� l� _ �Tjier[� pK Address: �(� �2. Pio ii�_ Builder: TRZ FOLLOWING CORRECTIONS ARE REQUIRED- / r `- t',v InspectorsDates /"APPROVED DISAPPROVED APPR(WED SUBJECT TO ABOVR Call For Relnap. �r.%fMCS �4 i 6 3961 41 pcIN vq� TUALATIN VALLEY FIRE & RESCUE AND I BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE 4 (503) 526-2469 POSTED: OCCUPANT CONTRACTOR BLDG. PEIUIIT 0 PROJECT NAME PLAN REVIEW dk LOCATION JURISDICTION: 1= Be. 2= Du. 3= K.C. 4= Ti, 5= Tu. 6= Sh, 7= Wi.' 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL u Framing F1 Separation Walls Sprinkler System Shaft Fire Dampers (Overhead/Underground) 0 Alarm System hood' Extng Systcros Conference Spray Booth � Ceiling Cover F-1 Other �_ ,{ ,!:_t - y_� .i�..l.- f �t.�t.�%i,(� /�li� �.Gl�•k_.ti) S!'C1rc-t...-i k Date:,.., ;. , Inspector: �� �. `7i INS CTION NOTICE city of Tigazd BuildJAq Dapartaeat 13125 fM Ball Blvd. Tigard, oregon 97223 Inspection Line (Rec-o-Phone): 639-4175 Business Phone: 639-4171 1 Inspection: - Footin Plbg. Underelab Mech. Rough-in Appr/Sdwlk 9 1 Fund. Plbg. Top Out Gag Line FINALS post/Beam Struct. Ban. Sewer Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -plumb. Plby. Undsr.floor Wcter Line Gyp. Bd. �4d Time: ,� PN Date Requested: - - - Addresst - � TRE FOLIADVING CORRECTIONS ARE REQUIRED: -- 1 00, �- i.'U.- 4.. I �1^--- c��/ i1 ./w�✓�/_ �t'i-.�"'Less--- h i Inspector: —-- - Date? ✓ wppwpy=p nISAPPROVRo APPROVED SUBJECT 7" ABOVF. ,� call For Reinso. ■ 1 M1 NOTICE City of Tig.ud Building Departraent 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection L1rc�,(Rec-O-Phone): 639-4175 Buniness Phone: 639-4171 Inspect ion:_.• �.ti' Footing Plbg. Underelab Mech. Rough-in Appr./Sdwl.k Found. Plbg. Top Out Gas Line C-;IN I._ Poet/Eeam Struct. San. Seater Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbq. Underfloor water Line Gyp. Bd. -Me-,h. X/ Date Reques a _ /Time: s AM ' `PQM Address: � / l Permit f: ! 1 Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: awl Inspact:ira_ Date: APPROVED DISAPPROVED APPROVED SUBJECT TO AROVE -call For Relnsp. MMMM ff"X` LO NOTICE city or Tigard Building Depart%1-ot 13125 SW Hall Blvd- Tigat.-d, Ore(7on 97223 Inspection Ll a Rec-O-Phone): 634-4175 Busi.nese Phone: 639-4171 i Inspection*_ ^p=�-- -- Footln 9 Plbg. Underelab Meeh. Rough-in Appr/Sdwlk t plbg. Top Out Gas Line FINAL: Found. Poet/Beam Strvct. San. Sewer Framing -Bldg. Poet/Beam Mach. Rain Drain Iv,eulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Meeh. Tuns: PH DateDate Requested: // -2 0 ( 571 U(j 7 L L / ll , Permit f s Addreee:_ Builder:- -- THU FOLLOWING CORRE(.,TIONS AR.E REQUIRED: ntitet- inspectors ApPROVMD DISAPPROVED _-- APPRCNVD SUR.IECT Tn ABOVE call For Reinep. r i a7e1 i INSPECTION NOIICE City of Tigard Building DePartaeut 13125 SW Ball Bled- Tigard' Oregon 97223 Inspection Line (Ret.-O-Phone): 639-4175 Business Phones 639-4171 Inspections_ Footing Plbg. Underelab Nech. R gh-in Appr/Sdwlk p To Out Gas Line FINALS Found. Plbg. Poet/Beam Strutt. San. SowAr Framing -Bldg. Post/Ream Neth. Rein Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Meth. r !� _AM Oats Requeakads•_ Times PN 0 0 3 y C Permit �s_ — Address' - Builders_ Ttfg ROLLOWING CORRECTIONS ARE REQUIRED% _ y.� Oats: Inspector: APPROVED ` DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. h%9�f� C/rr - (v ZO TIGARD BUILDING DEPARTMENT Request for FINAL approval on project. DATE: 4 / There has been a request to give a final approval and occupancy permit for the following project: /.1'SG-y S a✓ / Please check your respective file and verify if there is any outstanding items that will prohibit approval of the request. If the request is denied, please inform the applicant (or appropriate party) what needs to be done to obtain the approval. Planning/Snginoering Request: _ Approved Bys Comments: A .o LL1,L./ P'k y S PLEASE RETURN TO THE BUILDING_DEPARTMENT ONLY WHEN APPROVED. Requested Bys —� y� ,ff — — jr/tbuild-d.BR INSPECTION NOTICE City of Tigard Building Depart—t 3.3125 BW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:_�j Footing P bg. UnderelabHoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Can Line FINALt Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Much. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mach. Date Requested:_ �7` - 1 :3 2 / L Time: AN _ L PM Address: / - 4- C-?n') / �f �- Permit 1:g a 3 t Bulkier:_ 4Z 11 THE FOLLOWING CORRECTIONS ARE REQUIRED: Inapnrtora Dates LI Z 7L '' APPROVED DISAPPROVED APPRl7VED SUBJECT TO ABOVE ___Call For Reinsp. WASHINGTON COUNTY, OREGON April 22, 1991 Ben Howell Architects Van Lam/Edwards A.I.A. , P.C. 34 NW 1st Avenue, Suite 309 Portland, Oregon 97209 RE: Public Eating Facility Shari's Restaurant King City Plaza King City, Oregon Dear Mr. Howell: The Washington County Department of Health arra Human Services has obtained the plans for the proposed Shari Is Restaurant to be located in the King City Plaza. It is our understanding that camunity water and community sewer will be utilized at this structure. The following is understood to be planned with necessary changes noted: 1) The plans show a comimerc.ial dishwasher. Machine or water line mounted thermometers must be provided to indicate water temperatures of the wash and rinse cycles. These thermometers must be accurate to 43 degrees F. The dishwasher must be capable of reaching proper wash and rinse temperatures. If chemical sanitizers are used then they must meet the requirements of 21 CFR and be dispLn� in proper concentration. An accuzate test kit is required to test 9,u itizer concentration of the final rinse. 2) The equipment list indicates that the dishwasher tastes directly to the sanitary sewer. Please be aware that indirect waste is required for the dishwasher. 3) A twci compartment pot sink is shorn. This sink may be used to prewash pots and pans and o'.her utensils, however, items pied here must also be run through the disw4aaher so that they will be sanitized. Oregon Restaurant Rules require that all utensils be Hashed, rinsed and sanitized. 4) The plans show culinary s;inlc identified as item 43. Please be aware that this sink can nrt tf: utiliz--d for noncompatible uses such as harrwashing or mop washing. This sink is shown to waste indirectly to a floor sink. Department of Health & Human Services 155 North First Avenue WIC Nutrition Program (503) 640-3555 Hillsboro, Ofegon 97124 Heahh Services TDD: (503) 648.8881 Adminisiratlon 8 Planning- - 02 Envir;mment3l Hoalth (503) 648-8601 �503) 69344 (503) 6488722 w � Paye 2 5) The plans show a utility trop sink identified as item 3. Please supply a mop hanging device so maps and similar floor cleariing equipment can be cleaned and hung between uses. 6) There must be a handsi.ak desicEmted in each of the food or drink preparation and food or drink dispensing areas. Hantdwashing sinks can only be used for handwashing. The front service area lacks a handsink. An additional handsinkis required in this area. Kitchen and other service areas heave handsinks in appropriate locations. 7) All handwashing sinks including restroom handsinks must be equipped with dispensed soap and dispensed sanitary towels or approved hand drying devices. Caamon (cloth) towels cannot be used to dry hands. If disposable towels are used, easily cleanable waste receptacles must be cL-nven1ently luted near the harxiwashing facilities. The hardwashing sinks must be equipped with hat and cold tempered water. If self-closing, slow--closing, or metered faucets will be used, they must be designed .o provide a flow of water for at least 15 seconds without the need to reactivate the faucet. 8) The restaurant plans indicate seating for 131. Two restrooms are shown with a total of two water closets, one urinal and four lavatories. This number of restroom fixtures is adequate for shown seating. 9) The restroa s must meet all the requirements as described in the 1987 Oregon Food Sanitation Rules for design, construction and operation. The restrooms must have self--closing doom. Be aware that there must be at lsast one covered waste receptacle in the women's restroams. 10) The dishwasher, food preparation sinks, icemaker, ice bins, steam table, dipper wells and any other piece of equipment utilized to hold food or ice in that is equipped with a drain must waste indirectly to floor pinks or drains. Where air gape are required, the dis-cance between the bottom of the waste pipe artd top of the floor .3ink or drain must be at least two waste pipe diameters. 11) Any refrigeration unit which does not cane equipped with an evaporator pan for its liquid wastes must have its liquid wastes drain indirectly to a floor drain or floor sink. 12) Floor sinks and floor drains must be located so they are accessible for clearing and maintenance. 13) All wall, floor and ceiling surfaces must be smooth, durable, sealed and easily cleanable and in a light. color. 14) Preparation and storage area floors are indicated to be tile and vinyl. 15) Preparation and sturage area wall and cezling finishes are indicated to be FRP board, paint and ceramic tile. Where paint. is used, high gloss is recommended. 16) Bast-, coving at ).east four inches in height will be needed ort all wall/floor junct xes that require wet tapping. Page 3 17) Any gaps in floors, walls, or ceiling around plumbing or electrical work must be filled in to prevent rodent and insect access and entrance. .18) Horizontal utility lines and pipes can not be installed so they are exposed on the floor. 19) All lamps over or within food storage, food preparation, and food display facilities and facilities where utensils and equipment are cleaned and stored shall be shielded, coated or otherwise shatter resistant. 20) Each refrigeration unit not equipped with an accurate built-in thermometer, must have a spirit stemmed thermometer located on the top shelf or door. 21) Metal scaled indicating thermometers accurate to +2 degrees F shall be provided to assure attainment and maintenance of proper internal holding or refrigeration temperature of potentially hazardous foods. 22) Each tot holding facility storing potentially hazardous food shall, be provided with a numerically scaled indicating thermometer accurate to +3 degrees F. located tc; meamu-e the air temperature in the coolest part of the facility and located to be easily readable. Recording thermometers, :accurate to Q degrees F, may be used in lieu of indicating thermometers. 4Oere it is not practical to install thr:rmoneters on equipment such as bain--maries, steam tables, steam kettles, heat lamps, u-Al-.rod units, or insulated food transport carriers, a product thermometer must be available and used to check internal food temperature. 23) A method for rapidly reheatirxg fc.ods must be utilized. Ecpiipment must be cable of rehsating foods to 165 P wlti,in 30 minutes. Steam tables, 'Jain maries and crock pots ELrw riot allowed for rapid reheating or cooking of foods. 24) All equipment must be installed so as to be mnreiable or properly sealedto facilitate proper cleaning. 25 Staraq shelves must be smooth, impervious arra easily cleanable. Unfinished wood is rot acceptable. 26) To minimize manual contact of foods or ice, please provide and utilize handled scoops and other appropriate utensils. 27) Food and containers of food stall not be stored under exposed or uriprotectcd sE-.A&-r lire; or cater lines, except where automatic fire protection sprinkler heads may be regWred by law. 28) All storage of food, food containers, and single service utensils must be on shr_lves at least six inches above the floor except where storage is on wheeled platform or four inch high sealed bases. Metal pressuriTed containers need not be elevated. 29) All floor mounted equipment, unless readily movable, shall be: sealed to floor, or iri9talled an a concrete or other smooth raised platform at least four inches high, or elevated on legs to provide at least a six inch clearance between the floor and equipment if no part of the floor under that piece of equipment is more than six intoes from cleaning access. 1 Page 4 30) Be aware that all food items or samples in the facility which are within customer reach and are not prepackaged, must be protected from customer contamination by a sneeze shield or other approved means. Please read the NSF pamphlet that is encRx;ed for information on sneeze shield requirements. 3.1) If food delivery i.a planned then deliveries must be made in approved company vehicles with approved equipment that will keep products at prorar temperatures. 32) Garbage and refuse containers located outside must be located cn or above a hard rockabcsorbent surface ouch as cement or machine-laid asphalt that is kept clean in good repair. 33) Your plans show seating for more than 30 patrons aging need to conform with the Oregon Clean Air Act designating and nonsmoking areas. For your aurff--nience, a copy of this Rule is enclosed. 34) The local plumbing authority may require a grease .;i,.nterceptor be installed. If a grease interceptor is required, it must be located and installed so that it is effective. A maintenance schrdule must be developed and followed to prevent grease from going down the sanitary newer. 35) All plumbing must meet the requirement s of the City of Tigard and the Oregon Uniform Plumbinc Cone. 36) This facility and its operation must meet all the Oregon Food Sanitation Rules azv3 Statutes. 37) All employees must have cum'.nt washi.^Uton County Fcxx +.arr3ler'c� Cards. For information call 640-3460. 38) A preopening inspection mutat be conducted by cnir Department prior to license approval and operation. Please contact. Tim Bunnell at 648-8722 to schedule this inspection. Should additiorusl changes be planned, they must first be approved by this office. Should you have any questions, please call me at 648-8722. Very truly yours, DEPAR MU OF HEALTH AND HUMAN SERVICES Toby Harris, R.S. Environmental Health and Sanitation TH:aat Enc: c: Plumbing Section, City of Tigard Tim Bwuwll, Dept. of Health and Human Services iNspgo�+ NOTIcx City of Tigard Building DePsrtaent 13125 SN Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-0-Phone): 639-4175 Business Phone: 639-4171 Inspection:._ Footing Plbg. Underalab Mech. Rough-in Appr/Sdwl.'t p To Out Gas Line FINAL: Found. Plbg. Poet/Aeem Struct. Ban. Sewer Framing -Bldg. -plumb. Post/Beam Mach. Rain Drain Insulation Plbg. Underfloor ' /Natter Lints -Mach. � Date Requested: (.J'/"/ HCl/ Times AM _PN Permit Bullder:�„_ i 5 7'It>p FOLIAMINO CORRECTIONS ARE REQUIRED: f Date: I nepect:or t --- /wPPBpyBp uISAPPROVED APPROVED SUBJECT To NUM Call For Aei.nap. 84417- Ql 13: 27, 8 503 273 8649 'JAN LOP1 it date AR-'.'--HIT ECTS jab.no. --- VA LOM / 34 N.w First Ave,Suite 30(� ED ARDSPortlond, Oregon 97209 A.I A., P.C. 503/026205W909 TO: lr`! 1,tt '71Ce�L? _ RE: tronsmltiol ❑ Insp3ctlon Cl phone (] memo conferonce ❑ _-- (] via RNSPECTICH NOTICE city of Tigard Building Department 13125 SO Ball Blvd_ Tigard, Oregon 97223 Inspection Line (Rec-o-Phone): 639-4175 /Business Phones 539-4171 Inspections- Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line h• Date Requested: / / l Times AM PM ss-�� '-n Addt ses: ✓ _ Bullder.___�� THE FOLLOWING CORRECTIONS ARE RRQUIREDt ALA Z, tIZZ 44 Inspector: —_--_-- —�— - Dates _ADPROVF_D ✓" DISAPPROVED APPROVED SUBJMC1' TO ABOVE '� Cali Por Reinep. arr e. ees INSPECTION�O�ICE City of Tigard Building Department 13125 811 Hall Blvd. Tigard, Oregon 97223 Inspection Line (Ree-O-Phone): /639-4175 Business Phone: 639-4171 Inspection:_ -- Footing Plbg. Underelab MechARough-in Appr./Sdwlk Found. Plbg. Top Out Gas Line FINAL.- Post/Beam INAL:Poet/Beam Struct. San. Sewer Framing -Bldg. i Post/Beam Hoch. Rain Drain Insul.atiop --plumb. Plbg. Underfloor L/ Water gLine Gyp. Bd. -Hoch. Date Redueetedt r - / / ' Time. �t AM �._PM Addresst / S's`!J{. _ �/ - Permit. is Buildert .�• � THE FOLLOWING CORRECTIONS ARE REQUIRED: 1 a inspector: Dat" � APPROVRD DISAPPROVED APPROVED SUR.JECT TO ABOVE Call For P3insp. INSPECTION NOTICE City of Tigard Building Departaent 13125 SM Ball Blvd. Tigard, Oregon 9727.3 Inspection Line (Rec-o-Phone): 639-4175 Buaineas Phone: 639-4171 Inspection: L Footing / Plbg. Underslab Hoch. Rough-.in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Poet/Roam Mach. Rain Drain IRaulatiOR -Plumb. Plbg, Underfloor Water Line Gyp, 8d, -!loch, Date Rogieated:_ _Time: Apl —PH Address: _ =`r. //( — C Permit t: C, Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: t Date• J� ` APPROVED DISAPPROVED APPROVED SUBJECT TC, ABOVE Call For Relnap. MECHANICAL PERM I T ZITYOFTIOARD All� PERMIT #. . . . . . . . MEC9 I OF ID COMMUNITY DEVELOPMENT DEPARTMENT =F� 0 13126 SW HWI BW P.O.Sco 23307,TOW.Om000n 9=(603)004175 (RUM DATE ISSUED: 04/14/9! V)DDRESS. 15500 SW I I&TH P V E PARCEL: 2S110CD-0010_; 3ijbDIVISION. . kl t7� C, -/� Z ON I NG3: 0 C K. . . . . . . . LOT. . --------------------- C'i-ASS OF WORK. . :NEW FLOOR FURN. . . . EVAP COOLERSe YPE.' (IF USE. COM, UNIT HEATERS, . : VENT FANS. . . A,UUPANCY GRP. . :A3 VENTS W/O APPL: VENT SYSTEMS.- BOILERS/COMPRESSORS HOODS. . . . . - . : 1 0-3 HP. . . . : DOMES. INCIN: 3-1.5 HP. . . . : COMML. INCIN: MAX INPUT: BTU 15-30 HP.. . . . : REPAIR UNITS: FIRE D(--iMPF.R13?. . N 30 0 HP. . . . WOODSTOVES. . - 5A5 PRESSURE:. . . : 50+ HP. . . . CLO DRYERS. . .- 'Ali. OF UNITS------ AIR HANDLING UNITS 01-HER Uhl ITS. . 1 '-URN ( 100K BTU: 10000 cfm:2 GAS OUTLETS. : 71JI?N ) =-100K BTU. 10000 ctm: 'emarks : Install kitchen hood and mtiriq�iishing system. Owner- FEES ,JAARI' S RESTAURANT type AM01-Int by date ret-pt PAYM $ 0. 00 JHJ 03/26/91 PRMT $ 28. 00 JLH 04/24/91 PLCK $ I. 00 JLH 04/24/91 T I I- $ 1. 40 JLH 04/214/91 PAYM $ 36. 40 JLH 04/12/91 - -------------------------------- I: INDUSTRIES SE IIAILWELL DR ­' iLAND OR 97222 --------------------------------------- $ 36. 40 TOTAL 66767 REOUIREL) lNiiPELTIONS nis Perct is issued subipet to the regulations contained in the Mechanical Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Shaft Inspection applicable laws. All worK will be done in Accordance with Hou6 Inspection mroved claps. This ptreit will expire if wot,4 is not started Fire 9uppr Insp �iithin 160 days of issuance, or if work is suspended for sort Mict Insperf ion ,h;n IN days. Fire Damper Insp Final In.ipect :Loyi --mittee SignAture: ss--ted BY : Call for inspet-tion 639-4175 MECHANICAL -aw(N TIGARD PERM I I' CITYLOF TUM10 H M 1 1 77 #. . . . . . . ., MEG'9 1-0056 COMMUNITY DEVELOPMENT DEPAWMENT one**" 13126 SW HWI Blvd P.O.Elm 2&W,TWmM,Oregon W,= DATE ISGUGD.- 04/12/91 -'. I'E ADDRESS. . . . 15500 SW 116TH AVE PARCEL: 2S110CD-0010-H tRIDIVISION. . . . - �-C-- 10N T Nf-,,.- ,,[-OCK. . . . . . . . . . LOT. . . . . . . . . . . . . .. LASS OF WORK. . :NEW FLOOR FURN. . . . s EVAP COOLERS: KPE OF USE. . . . :COM UNIT HEATERS. . : VENT FANS. . . : ILLUPANCY GRP. . .-A3 VENTS W/O APPLa VENT SYSTEMS: -TOr BOILERS/COMPRESSORS HOODS. . . . . . . .. I LIF---L- TYPES-- 0-3 HP. . . . DOMES. INCIN- /GAS/ 3-15 HP. . . . : COMMI.- INCIN- ,1AX INPUT- BTU 15-30 HP. . . . : REPAIR UNITSL IRE DAMPERS). . :N 30-50 HP. . . . WOOD GTOVES. . " HAS PRESSURE. . . - 50+ 144. . CLO DRYERS. . : 10. OF IJNIT'S------------- AIR HANDLING UNITS OTHE.R Iffil ITS. : 1 URN ( 100K BTU: <= 10000 cfm:2 GAS OUTLETS. : -URN ) =100K BTU. 10000 r-fm : Install kitchen hood and extinguishing system. Iwner: FEES R. F INDUSTRIES type amount by date rec-pt - 00 SL" MAILWELL PAYM $ 0. 1710 JHJ 03/26/91 VIRMT 1 28. Q10 i 1P I-LANl) OR 97222 PL CK 7. 00 +orie #- 659-8121 5PCT $ 1. 40 F-Inym $ 36. 40 Ji-H 0,4/ 10 /91 ontraetoro --------------------------------- C4MERICAN HEATING NE 9TH (.j1-'T[-AND OR 9723F 503-239-4600 $ 36. 40 TOTAL 33135 ------- REUUIREL) INSPLL] ION S ---- ,s per vit is issued subject to the regulations contained it the Mechanical I n s p icard Municipal Code, State of Ore. Specialty Codes and all other Shaft Inspection 300icable laws. All work will be done in accordance with Hood Inspect ion --,�ivovpd plans. This permit will expire if viork is not started Fire Suppr I n s p ,-,thin 161 days of issuance, or if work is qusoended for more Duct Inspect inn -ar 180 day!. Fire Damper Insp Final Inspection 'ermittee Signature : Ely Call for inspection 639-4175 CTTY OF 11CARD RECEIVIT OF PAYMFl;r RECEIPT NO. :91-211911 CHECk AMOUNT s 36. 40 NAME MODERN 1:1 )MBING CO CASH AMOUNT 0. 00 CIDDRESS c- - PAYMENT WTF 04/12/91 SUBDIVISION 15!i4°O SW 116TH AVE ''POS iF, OF PAYMENT AMOUNT PAID PURPOSE OF' PAYK--*NT AMOUNT PAID HPNI CAL Pl--- MEC91-0056 28,00 PLAN CHECH FE I. 00 BUILD PFk 1 . 40 FaLql'AURPNT KING CITY IllfAhl0tJNT PAID 36. 40 ffMWKMRKMU SPECT.LON NOTA City of Tigard Buildkog Depaitsent 13125 SW Ball Bled. Tigard, Oregon 97223 Inspection Line (Rec-4-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing Plbq. Underalab Mech. Rough-in 11ppr/8dwlk Found. Plbg. Top Out Cas Line FINALc Poet/Beam Struct. San. Sewer Framing -Bldg. Poet-/Beam Mech. Rain Drain Ineulatlon -Plumb. Plaq. Undcrfloor Water Line Oyp. Bd.J -Koch. �/ Date Requesteds -` -/-p -e-7 Time: A 1 c l � � Address: /S-) Permit Ie e , Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED. T 7 Inepectort_ G _— Date: "PROVED DISAPPROVED APPROVED SURJErT TO ABOVE Call For Peinap. ZnspigeTION NOTA City of Tigard Bu'ldimig DeParlmftnT- 13125 SR Pall Blvd. Tigard' Oregon 97223 Inspection 'amine (pec-o-Phone): 639-4175 Business Phone: 639-4171 Inspection: —_ Underalab h. Rough-in- ) Appr/Sdwlk g• Footing Plbq. PlbTop out � Oa Line �A,h FINAL: Found. Post/Beam Strutt. San. Sewer Framing -Bldg. Post/Berm Mech. Rain Drain Insulation -Plumb. -Meeh. Plbg. Underfloor Water L�/ine/� Gyp. Bd. ^-4 -`7 I —Times AM x Date Requested& �/�II f,'_ -�� jr�1 Pbrmit Address: 55 Builder: THE pOLLOWING CORRVCTIONS ARE RZQUIRED: — Date: lnspsctors L APPROVED DISAPPROVED APPROVED SURJVC r TO ABOVE Call For ReiraP. �Br � JpSrCT10N N21LU City of Tigard Building Departt•ent 13125 SN Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:• — Footing Plbg. Underalab Hoch. Rough-in Appr/Sdwlk Found. Pl.bg. Top Out Gas-Line FINAL: Pont/Beam Struct. San. Sewer Framing -Bldg. post/Beam Mach. Rain Drain I,:sulation -Plumb. Plbg. Underfleir ,/Water Line Gyp. Bd. -Mach. Date Requesteds — vT _� (�--- Address: / SV Builders _."� THR FOLLOWING CORRECTIONS ARE RRQUIRRD: -70f e t/ Inspectors Dates APPROVSD DISAPPROVRD __` APPRO{i'RD SUBJBCT TD 1KNO Call For Reinep. t INSPECTION City of Tigard Building IDops:'t—t 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec--O-Phone)- 639-•4175 Business Phone: 639-4171 Footing Plbg. Underslab Mech. Rough-in Apjr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam SLruct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line / Gyp. Bd. -Mech. Date Requesteed: AM tf�y� /__{ Address: ✓ J`� a it•tt % U 6':�Zq Buil --- TBE FOI.I.OWINQ CORRBCTIONS A" REQUIRF.LI: _ � P 1 Inepector: ----_—__----_.._____— Dates ._ APPROVED T DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap. K MA Moull at INSPECTION NOTICE City of. Tigard Noildinq Departnient 13125 SW Hall Blvd_ Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4111 Inspection:_ ] l� � 71 "Z 7� S i Footing Pl Underelab Hech. Rouqh-in Appr/Sdwlk Found. Plbq. Top Out Gas Line FINAL: Post/Beam Strur_t. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plhg. Underfloor Water Line Gyp. Bd. -Meeh. Date Requested: // Times�AM PM Addresse_A5 '5nn Rudder: THE FOLLOWING CORRECTIONS ARE REQUIRED: ---- Inspector t-__-- _ ---- Date: 9 APPROVED DISAPPROVED — APPROVED SUBJECT TO AROVE Call For Rainsp. i • TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 March 25, 1991 J & F Industries 2200 S.E. Mailwell Portland, Oregon 97222 Re: Shar.'_ 's Restaurant King City Plaza 15500 S.W. 116th 6188C-105-025 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Unifoxm Fire Code (UFC) , and other local ordinances and regulations. Plans submitted for the hood, duct and protection system for the above captioned project are conditionally approved subject to the following items: 1 . Inspections: Inspections and testing shall lie conducted and witnessed of systems and gas shut-off valves. Please provide 24 hour notification prior to anticipated tests. Contact person in this department is Ron Tobias and can be reached at 526-2518. 2. Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of i construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 3. Reyuired OccupaneyCertificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UDC ,Sec. 307 i "Working"Smoke Detectors Save Lives �r ger eye �[ J & F Industries March 25, 1991 Page 2 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birch.il Deputy Fire Marshal GB:kw cc: Tigard Building Department I N O R T H W E S T T E S T I N G L A B 0 R A T 0 R I E S I N C. 5405 N . Lagoon Avenue RECEIVED PLANNING P . O. Box 17126 Portland , OR 97217-0126 Phone : ( 503) 289- 1778 APR 161991 FAX : 289- 1918 CONCRETE COMPRESSION TESTS TESTED FOR : G A Davidson REPORT NO : 04-031 - 1907 CAST BY : ROB -,#HIT'- P .O. NO : PROJECT : SHARI ' S �� PERMIT NO : 90-0346 ADDRESS : 15500 SW 116 AVENUE WORK REQ NO: 246-031 -04 KING CITY , OREGON DATE MADE : 03/07/91 TYPE OF SPECIMEN - 6 X 12 CONCRETE CYLINDERS DATE REC ' D : 03/08/91 3000 psi , 3/40 MAX SIZED AGGREGATE 5 . 5 SACK MIX ADDITIVES : NONE SOURCE : WILSONVILLE CONCRETE SLUMP : 4 . 0" PRODUCT CODE : N/A CONDITION OF STORAGE - ASTM TICKET NO : 03548 AIR TEMP : 50 ' S TIME : 12 : 45 CU . YARDS : 71 /7 LOAD NO : ! CONC TEMP : 67 WEATHER :OVERCAST % AIR : N/A LOCATION OF POUR : ENTIRE SLAB ON GRADE OF SHARI ' S . Test Weight Load - lbs . Age Date Mark Pounds per _sq . in . Average Tested 03/ 14/91 28 . 8 3610 3610 7 DAYS 04/04/91 28 . 9 4880 28 LAYS 04/04/91 28 . 7 5050 4970 28 DAYS HOLD HOLD If you should have any questions regarding this, or any other report , please contact Alesia Preston at 289- 1778 . Thank you . cc : City of Tigard / George Steel Shari ' s Management VanLom/Edwards / Ben Howell THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OP OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION �. � Jnr �..�. .�. .... ..,.. i MZECPION NOTICE City of Ti.ga4-d Building Departae'at 13325 an Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): /639-4175 Business Phone: 639-4171 Inspection:____ ( O^ l ---- Footing Plbg. Underalab,L Mach. Rough-in AFFr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. 8d. -Mach. Date Requested t___ 1 - I _T�j lLn=- AM /—,.PM Address: (I—. i ��,J ( I �f Permit �:Y"":�1_i�r_ •.,� l t_ Bullder:� I Y'11,�1/ I , -)Mtj �-• ��— THE FOLLOWIMG CORRECTIONS ARE REQUIRED: Inspector:_ `-�—� __---__- Data: > �APPAMD DISAPPROVED —_ APPROVED SUBJECT TO ASM Call For Reinep. INS '0 MOT409 city of Tigard Building Departoent 13125 ON Ball Blue. Tigard. oregon 47223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 633-4111 Inspection: -- Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Pound. Plbq. Top out Gas Line FINAL= Poet/seam Struct. San. Sewer Framing --Bldg. -plumb. Post/Beam Mech. Rain Drain Insulation / -N y � � Plbg. Underfloor' Water Lina Gyp. Bd. r--- _ C Time l _AM —_PH Date Requesteds_ � . Addross: , - Z •� r 'rarmit i Builder: THE POLLOWINnl CORRECTIONS ARE REQUIRED` I�.epectore 4_ "000'.� Date: +- l APPROVED nISAPPrOVED _— APPROVRD SUBJECT TO ABOVE call For Reinep. WASHINGTON COUNTY INSPECTION CARD PRC No. DEPARTMENT OF LAND USE AND TRANSPORTATION PERMIT NO. FOR INSPECTIONS CALL: 640-3561, 24 HOURS FOR INFORMNTIuN CALL. 640-3470 DATE ADDRESSu'C' — PERMITEE _ DIRECTIONS _ PHONE NO.� BUILDING MISCELLANEOUSPLIJMBING ELECTP.ICAL ftg post/beam nail mobile hom: Tound rain drain temp service fO frame apron/ wood stove post/beam storm sewer cover 6 service sidewalk r insul FINAL HVAC top-out FINE.._ FINAL gas test sewer USA No. OAPPROVED ❑NOT APPROVED REQUESTED INSPECTION ®STOP WORK UNTIL AND RE-INSPECT OAPPROVED HOWEVER NOTE. INSPECTED BY �� tj _ DATF J + / _ IV WASHINGTON COUNTY INSPECTION CARD PROJEC O. DEPARTMENT OF LAND USE AND TRANSPORTATION PERMIT W.T/�� FOR INSPECTIONS CALL: 640-3561, 24 HOURS FOR INFORMATION CALL: 640-3470 / DATE AUDRFSS _� '_11 _ PERMITEE r_ DIRECTIONS --_ __ PHONE NO. BUII.DING MISCELLANEOUS (�:uln NG ELECTRICAL ftq post/beam nail mobile home d raindrain temp service fdn frame apron/ wood stave post/beam storm sewer cover A service sidewalk slat insul FINAL flV n l top-out FINAL FINAL gas tezrs ewer US No. OTH (jA — G� V�--�-- OVED NOREPA RAP ROE VESDPECT ❑APPROVED OUESTEH INSPECTIONn STOP WORK UNTIL: �l t NS r 1 r 1 F n By DATE==j� � �__� Ij� — NORTHWEST TESTING LABORATORIES , I N C. 5405 N. Lagoon Avenue P.O. Box 17126 Portland , OR 97217-0126 Phone: ( 503 ) 289-1778 FAX: 289-1918 CONCRETE COMPRESSION TESTS TESTED FOR: G A Davidson REPORT_ NO: 04-021-1482 CAST BY: Doug Hil.lyard P.O. NO: PROJECT: SHARI 'S 'PERMIT NO: ADDRESS: 15500 SW 116 AVENUE WORK REQ NO: 126-021-04 KING CITY, OREGON DATE MADE: 02/18/91 IYPE OF SPECIMEN: 6 X 12 CONCRETE CYLINDERS DATE REC ' D: 02/19/91 3 ,000 Psi , 3/4 MAX SIZED_ AnGREGATE SACK MIX ADDITIVIS: 5sk SOURCE:Wilsonville SLUMP: 2 PRODUCT CODE: 5sk CONDITION OF STORAGE:ASTM TICKET N0: 2984 AIR TEMP: 47 TIME: 12 : 30 pm CU. YARDS : 7/14 LOAD NO: 2 CONC TEMP: 62 WEATHER: clouu y % AIR.n/a LOCATION OF POUR:Wall on building perimeter and large piers supporting roof beams . Test Weight Load - tbs . Age Date Mark Pounds per sg . in . Average Tested 02/25/91 28 . 6 3570 7 days 02/25/91 28 . 6 3770 3670 7 days 03/18/91 28 days 03/18/91 28 days If you should have any questions regarding this or any other report , please (-oatact Alesia Preston at 289-1778 . Thank you. c : City of Tigard / George Steel Shari ' s Management VanLom/Edwards / Ben Howell. THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . NORTHWEST TESTING LABORATORIES , I N C. 5405 N . Lagoon Avenue P .O. Box 17126 Portland, OR 97217-0126 Phone: (503) 289-1778 FAX: 289- 1918 Special inspection DAILY FIELD REPORT 02/18/91 LAB REPORT N . : 04-021- 1491 CLIENT: G A Davidson W REQ #: 126-021-04 PRO. ECT: SHARI 'S JOB ADDRESS : 15500 SW 116 AVENUE KING CITY , OREGON 'TYPE OF INSPECTION : Resteel /Concrete PO NO: PERMIT NO: WEATHER : cloudy TEMP : 47 SOURCE : MIX PROPORTIONS SLUMP — TICKET NO L QUANTITY MIX TEMP . _ 5sk 3 , 000 2 2984 7/14 62 Inspection Notes: Cast cylinders on wall and large piers in corners around building perimeter . Steel inspected prior to placement and found consistent with plans and specifications as wall as concrete . cc :City of Tigard / George S INSPECTOR : Doug Hillyard Shari ' s Management NUMBER : 563 VanLom/Edviards / Ben Hcwe THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . NS CPLON NOTICE City of Tigard suildi.nq Departsent 13125 SH roll Blvd. Tigard, Oregon 97223 inspection Line (Rec-O-Phone): 639-41.75 BuvineRs Phone: 639-4171 InepectLon:_ 7 Footing Plbg. Underelab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor. Water Line Gyp. Bd. -Mach. Date Requested: rl l Times AM _PM /"4 LSSC �Address: / ,Permit �j Builder: L �`t �' d✓ - THE FOLIOWING CORRECTIONS ARE "QUIRED: V Intpealors — Datee_ 1 r q /'App%OVRD D1s&PPRnVED APP,%OVED SUBJECT TO ABOVE `_`i� ��call For Reinsp. aer � NORTHWEST TESTING LABORATORIES , I N C. 5405 N. Lagoon Avenue P.O. Box 17126 Portland, OR 97217-0126 Phone: (503) 289- 1778 FAX : 289-1918 CONCRETE COMPRESSION TESTS T Q FOR : G A Davidson gFp-QRT NO: 04-021-1085 CAST BY: Rob White P .O. NO: PROJECT: SHARI ' S PERMIT M: 90-0346 ADPRE5S : 15500 SW 116 AVENUE WORK REQ NO: 126-021-04 KING CITY , OREGON DATE AD :02/01/91 TYPE OF SPECIM N : 6 x 12 concrete cylinders DATE REC' D: 02/02/91 2 . 500 psi , 3/4 MAX SIZED AGGREGATE SACK MIX ADDITIV ES. : Hot Weter SOURCE :Wilsonville SLUMP : 2 . 5 PRODUCT CODE : CONDITION OF STORAG :ASTI'1 TICKET NO: 500007 AIR TEMP : 50 ' s TIME : 9 : 30 CU. YAR 5 : 7/14 LOAD NO: 2 CONC TEMP : 78 WEATHER :cvercast % AIR : LOCATION OF POUR : Footings from 5 to 1 liens and 36 to 25 lines . Test Weight Load - lbs . Age Date Mark Pounds per s_g_in . Average Tested 02/08/91 28 . 7 2140 7 days 02/08/31 29 . 7 2580 2360 7 days 03/01 /91 28 . 7 4100 28 days 03/01 /91 28 . 7 4070 4085 28 days If' you should have any questions regarding this or any other report , please contact Alesia Preston at 289- 1778 . Thank you . cc : City of Tigard / George Steel Shar -i ' s Management VanL.L,m/Edwards / Ben Howell THIS REPORT IS SUBMITTED AS ThE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INrENDED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . NORTHWEST TESTING LABORATORIES I N C. 5405 N. Lagoon Avenue P .O. Box 17126 Portland, OR 97217-0126 Phone: ( 503) 289-1778 FAX: 289-1918 CONCRETE COMPRESSION TESTS TESTED FOR: G A Davidson REPORT NO: 04-021-1085 CAST BY : Rob White P . O. NO PROJECT : SHARI ' S PERMIT NO: 90-0.346 ADDRESS : 15500 SW 116 AVENUE WORK REO NO: 126-021-04 KING CITY, OREGON DATE MADE: 02/01/91 TYPE OF SPECIMEN : 6 x. 12 concrete cylinders DATE REC' D:02/02/91 2 . 500 psi , 3/4 MAX SIZED AGGREGATE SACK MIX ADDITIS :Hot Water SOURCE:Wilsonville SLUMP: 2 . 5 PRODUCT CODE : CONDITION OF STORAGE :ASTM TICKET NO: 500007 AIR TEMP : 50 ' s TIME : 9 : 30 CSU . YARDS: 7/14 LOAD NO: 2. CONC TEMP: 78 WEATHER : overcast % AIR' LOCATION OF POUR : Footi.ngs from 5 to 1 liens and 36 to 25 lines . Test Weight Load - lbs . Age Date Mark Pounds per sq . in. Average Tested 02/08/91 2.8 . 7 2140 7 days 02/08/91. 28 . 7 2580 2360 7 days 03/01/91 28 days 03/01/91 28 days If you should have any questions regarding thiLl or any other report , please contact Ales4a Preston at 2.89-1778 . Thank you. City of Tigard / George Steel Shari ' s Management VanLom/Edwards / Ben Howell THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION . NORTHWEST TEST ING LABORATORIES , I N C. 5405 N . Lagoon Avenue P.O. Box 17126 Portland, OR 97217-0126 Phone : ( 503 ) 289-1778 FAX: 289-1918 Special. Inspection DAILY FIELD REPORT 02/01/91 LAB REPORT NO. :04-021-108b CLIENT: G A Davidson W REQ # : 126-021-04 PROJECT: SHARI 'S JOB ADDRESS: 15500 SW 116 AVENUE KING CITY, OREGON TYPE OF INSPECTION: Resteel/Concrete PO NO: PERMIT NO: 90-0346 wEATHER: ove:cast �_ —TEMP: 50 ' s SOURCE: Wilsonville MIX PROPORTIONS _ _5LL'M_I'_ TICKET N0. QUANTITY MIX TEMP. 2 , 500 psi 2 . .i Additive : Hot 500007 7/14 78 Water Inspection Notes: Resteel inspection on footing in the areas of line 5 to 1 and from 36 to 25 found to be pre plans and specificaiton. RECEIVED PON*' F EEi 8 1951 (,c :City of Tigard / George S INSPECTOR: William White Shari ' s Management NUMBER: VanLom/Edwards / Ben Howe THIS REPORT IS SUBMI'PTED AS THE CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WTT)4011- 01!R WRTTTFN •1f!THORIZATTn14 . awe INSPECTION NOTICE► City of Tigard Building Department 13125 BR Ball Blvd_ Tigard, Ono.gon 97223 Inept^.tion Line (Rec--O-Phone): 639-4175 Business Phone: 639-4171 Inspections. noting Pl.bg. Underelab Mech. Rough-in Appr/Sdwlk Pound.nd Plbg. Top Out qas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Pont/Ream Hach. Rain Drain Insulation -Plumb. 5 Plbg. Underfloor Water Line y�r/ Gyp. Bd. -Hoch. Date Requested:_ 7z Time= AM� Address: i Builder:_ THE FOLLOWING CORRECTIONS ARE REQUIRED: Y' / i.e_•t r r Z� 2- �7 f Inebectori �� Dateo �APPIION><D DIskPPNOVID APPOWU /dWM !O AWA Call For Reinsp. NORTHWEST TESTING LABORATORIES , I N C. 5405 N . Lagoon Avenue F .C . Box 17126 Portland , OR 97217-0126 Phone: (503) 2£9- 1778 FAX : 289- 1918 CONCRETE COMPRESSION TESTS TESTED FOR : G A Davidson REPORT NO: 04-011 - 1003 CAST _NY : Rob White P . O. NO: PROJECT : SHARI ' S PERMIT 4Q: 90-0346 ADDRESS : 15500 SW 116 AVENUE WORK REQ NO: 109-011 -04 KING CITY , OREGON DATE MA E : 01/30/91 TYPE OF SPECT ENN : 6 x 12 concrete cylinders DATE RECq' D : 01 /3l /91 2 , 500 gni , 3/4 MAX SIZED AGGREGATE SACK MIX ADDITIVES : SOURCE :Wilsonville SLUMP : 3 . 5 PRODUCT CODE : CONDITION OF STORAGE : ASTM TICKET NQ: 0- 10884 AIR TEMP : 30 T111: : 8 : 30 CU . YARDS : 7/7 �,OAI7 NC: 1 CONC TEMP : 59 WEATHER : overcast % AIR : - LOCATION OF POUR : Footing from 5 -to 6 line where test was taken . Entire place- merit of the day was 24 to 5 line plus column footing . Test Weight Load - lbs . Age Date Mark Pounds per sa . i. Averaae Tested 2/6 28 . 7 2690 7 days 2/6 28 . 7 2760 2725 7 days 2/27 28 days 2/27 28 days Is you should have any questions regarding this or any other report , please -ontact Alesia Preston at 289- 1778 . thank you . c. : Washington County Shari ' s Management I THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL P,40PERTY OF OUR CLIENT AND IS INTENCED FOR THE USE OF OUR CLIENT ONLY . NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN k4UTHORIZATION . 01 IN LLATION INFORMATION TRUS JOIST CORPORATION PERSONAL INJURY CAN RESULT FROM FAILURE TO FOLLOW THIS INFORMATION 1 . JOBSITE HANDLING Z. JOBSITE STORAGE 4. ERECTION BRACING _ °' °'� �" I'� 7. HOLE CHART The web hole chart shown is for uniformly loaded applica- tions only. For other conditions or possible exceptions, contact DWI „AS WILL M. 9, _ your Trus Joist representative. - \ ■ DO NOT CUT, DRILL 1 OR NOTCH FLANGFS. ■ 11/2" knockout holes at approx. 12" O.C. y* available in most joist series. Joists may be oriented with knockouts at top or bottom. d H �\ \ „ -� --- ----- Joist Depth m See Table 1. WEB AREA a W ■ LIFT IN VERTICAL ORIENTATION. ■ IMPORTANT Strut lines must be ■ 4' (mire.) strip of sheathing tied to braced end wall, beam �, (temporary or permanent) if there Bearing Min. Distance ■ NEVER DUMP OR DROP JOISTS FROM TRUCK. or sheathing. is no braced end wall. - I I I Min. Distance g \. From Table 2. Min 3d Min - 3H From Table 2. ■ Strut Lines (1X4 min.) � _��� f --� � ! 8' O.C. for 13/4" wide flange �� -- \ ■ Stack building materials _ _ Joist Span L \ 9' O.C. for 25/16" wide flange over walls or beams only. _- _ ■ USE STICKERS ADEQUATE TO 10' U.C. for 31/2" wide flange \f f/ INSTRUCTIONS TO DETERMINE HOLE LOCATION: KEEP JOISTS A30VE GROUND ■ Strut Lines are required 2. Enter Table 2 with hole factor from Table 1 and joist span 3. SpecialConsiderations at all bearing locations i 1. Enter Table 1 with required hole size, joist depth, and type of (center to center of bearing). Find the hole location. min. AND OUT OF MUD AND WATER g != web material - OSB or plywood. Find hole factor or hole location. distance from centerline of an bearingto centerline of hole. MULTIPLE HOLES: Where more \`\ (APPROXIMATELY 10' O.C.). where joists are not / \ / y than one hole is desired, the otherwise braced. TABLE 1. - HOLE SIZE FACTORS AND LOCATIONS TABLE 2. - HOLE LOCATION spacing between centerlines of JOIST HOLE FACTOR adjacent openings must be at ■ PROTECT (COVER) JOISTS FROM EXTENDED EXPOSURE / \ �- J °` PLYWOOD WEB ORIENTED SIRANDHOARD 0418 WEB SPAN - least 3 times the widest dimen- TO .,UN AND WATER. \ J : \ \ - _ W (OSB) L A B c D E F sion of the largest hole. JOIST DEPTH JOIST DEPTH 14' 1'-3" 2'-0" 2'-9" T-6' 4'-0" 5'X - o 15' i s^ 2'-3" T-0" T-s" 4'-6" 5'-6° FOR CANTILEVER AND .c � � ac � 9�/x" - 30" 10" 12" 14" 16„ 18" �0" 4,. ^�i" " "- " " , ■ Ca,1'cilever bracing �¢ � _ ;- \ 22" 2 28 30" 1s l'-6" 2 -3 3-o- a-o a-9" 6'-0" CONTINUOUS SPAN A A 4" 4" 4" 4" 4" 4" 4" 4". 4" 4" 17' 1'6" 2' 6" 3'3" 4'-3" �' 0" 6' „" APPLICATIONS: The holes must may be required. -- - -- - - be located one inch further s°` `' ' 3" 21/4" A B A A A 1=3" 1'3" 1=3" 4" 4" 4" 4" 1f.' 1'-9" T-6" T-6" 4'6" 5'3" 6'-9" See plan. ��% � �, j i� � " , ,," -- -- - --" , " , " , " " " " " - , " " " from the continuous support 4 _ 33,E _ A C B B A A A 1-3 1-3 1-3 1-3 4 19 11-9m 2 9 3 9 4 9 5-6 7-0 PP ■ AVOID LIFTING IN THE FLAT ORIENTATION. �� 5^ a" B - ^ - " -- 2'-u --" i "- -:" "- li \ \.- \ _—. E C C B_ A A A A A 1 3 1 3 20 2 -0 3 0 4 0 5 0 6 0 7 6 kation for each foot of clear 6" 43/x" B _ E C C B B A A _A A 1=3" 21' T-0" 3'0" 4'0' S' 3" 6'3" T 9" span in addition to the values , / r / 7" 51/2" C _ fi \ D C C B B A _A A A 22' 2'-0" 3'-3" 4'-3" 5'6" 6'6" 8'-3" indicated in the tables. 8" 6+/4^ C E D C C B B B A A 23' 2' 3" 3'3" 4'-6" 5'-9" 6'-9" 8' £" =v� s \ i , '• . % =' / ��� -9„ -7�/4" =-p- — - _ E D C C_ 8 0 B A 24' 2'-3" RT-9" 6" 4'-9" 6'0" 7'0; f10" 8" ►� D E E D C C B 8 B 25' 2'-6 T-0" 6'-3 6" 9-3" ■ Ends of cantilevers must be laterally i �. � 1 " 41" " ; _' _ - I � � � � 1 8 �- D _ E D D C C B B 26 2'6" 3'-9 5-0 5-6 7'-9_ 9'-9" stabilized with blocking, bracing, or I ,� \ \ " -" I I 9. 9. � � , - �,\ \ 12 9?/z E _ E D D C C B� 27' 2'-6" _4'-(�" 5'-3" 6'-9" 8'-0_1__101_0" fmi rim joist. 1\\ \� 13" 101/4 _ E E E D _D C C 28' 2'-9"_ 4'-0" T-6" T-0 8'-3" 10'-6" - i / 14" 111A" I F E E D D C 29' 2'-9" _4'-3" 5'-9" "-3" 8'-6" 10'-9" iNiPGRTAN I �_. 15" 1.2_"_ _ F - _ _ _ _ _ E_ D D C 30' _3`-0" 4'-6"_ 6'-0" .7'-6" 9'-0" 11'-3" _ ■ All blocking, hangers, an rim ' i h n \ - _ _ _ - ■ STORE JOISTS IN VERTICAL ORIENTATION. ■ DO NOT STORE FLAT. 16" 123h F - E E D D _31' 3' o" 4' 6" 6' 0" T 9" 9' 3 11 6° g, d joists at the end supports of \ '�' 17" 13�h" E E D 32' 3'-0" 4'-9" 6'-3" 8'-0" 9'-3" �12'-0" the TJI'joists must be completely installed and properly nailed. / 1e^ L151/4 _ _ E E 33' T-3" 4'-9" 6'-6" 8'-3" 9'-9" 1 '3" ■ The to flanges must remain straight within a tolerance of ,/ ■ 2-8d nails min. 19" �-_ E E 34' 3 3^ 5' 0^ 6'9" 8'-6" 1 P 9 9 20" E 35 3' Ei S'3" 7'-0" 8'-9" 1/2"f from true alignment. ■ Blocxing or �� 0 ■ Sheathing must be totally attached to each TJI'joist before x-bracing.additional loads can be placed on the system. '��1 ■ WARNING: USE CAUTION WHEN BREAKING BANDS I EXAMPLE: Find minimum distance from centerline of hole to centerline of bearing. 7" 0®� - � -- TO AVOID INJURY DUE TO TOPPLING JOISTS AND SPRINGING STEEL STRAPS. ■ Without bracing, buckling sideways or rollover is highly probable 9" Round Hole 8?/2" Rectangular Hole g U ■ NEVER LIFT TJI JOISTS BY TOP FLANGE. under light construction loads like workmen or stacked sheathing. - ..,�- -- 18" 9" (� I ) OSB WEB - 81/2MUM% " 3, WEB STIFFENER REQUIREMENTS ■ Load bearing wall 5. FLANGE NAILING 6. SLOPED BEARING 'Ale or other concen• Continuous Span L, = 7'4" L, - 2'11/2" L, _= 6'6" REQUIREMENTS' Bearing Location �__-_ _ ,- _ trated load above. TOP OF FLANGE -- TJI JOISTS MAY REQUIRE WEB STIFFENERS AT BEARING POINTS OR CONCENTRATED LOADS t ' Span L = 2210" Closest ,�- - - - -- - --- --_ .__-_-- - ------- ___-.- - -t For slopes greater than 1/8"/t. beveledspacing. ROUND HOLE: For a 9" hole, find L3 RECTANGULAF, IiOL�S: For a 81/2" hole, find L, and L, Web stiffener and nailing requirements --- plate or sloped hangers may be required. 118" min. gap See plan/details for specific applications.vary based on joist series and depth. _ _ ! 1. From Table 1, hole factor is D 1 From Table 1, holefacior is E \ 2. From Table 2, distance is 5=6" 2. From Table 2, distance L, = 6=6" 2 max. See plan/details for requirements specific ��--- to the joists being used on this project. =4 1/ " 3. Increase for joist continuity - one inch 3 Minimum distance between holes = 3H = THIS �.� for each fort of span =4 22"L , = 3(81/2") = 251/2" = 2=11/2" Web stiffeners with 3 nails ■ Web stiffener both - _ L, = 5-6 + 22 7 \\ eq. shown for illustration only sides must be tight NAILING OF SHEATHING TO CLOSEST ON CENTER SPACING PER ROW (3) against top flange. FLANGE OF TJI'JOIST (1) (2) ` - MICRO=LAM• Soup SAWN - eq ■ Web stiffeners must „ NAIL SIZE TYPE DIA. FLANGES FLANGES IF YOU HAVE PROBLEMS: CALL YOUR TRUS JOIST CORPORATION REPRESENTATIVE � _ \ - � Q be tight against BOX 113" 2" 4" �' ■ Damaged Trusses N '' bottom flange. 8d COMMON .131" 2" 6" g �� �O• � 1 - --- ---N -- -- --- ------- ■ Improper Fit Phone - OR BOX 128" 2" 6^ 10d - -- - •:::;:�:�' ■ Field Modifications COMMON 148" 3" 6" gap 1/8" min. _--�-� - ---- - --- --- _ ----_-- -- --- ----_..._----- _ . ''�' OUR ENGINEERING DEPARTMENT 2" max. 12d BOX .128" 2" 6^ / S D 04 Questions About These Lrawings COMMON .148" 3" 6" Phone BOX .135" 3" 6" 1 r�J 16d COMMON .162" 3" 8" IF WEB STIFFENERS ARE NOT INSTALLED PROPERLY: ■ Beveled plate. ■ Sloped hangers. IMPORIANT Approve and return these drawings as soon as possible as NOTES: (1) The top flange(compression flange)on the TJI joist must be nailed to sheathing tiee joists will not be fabricated and delivered until approval is received. 11 APPROVED, NO CHANGE Cl APPROVED, AS CORRECTED at least 24 on center for the full length of the TJI/35, 55, 65 and 75 joists and Manufacturer's engineering responsibility is only for the design of the TJI 18" on center for the TJI/25 joist. oists and not for an supporting structure, or for loads other than indicated ■ The web may punch through ■ The web may buckle. ■ The joist may roll in I Y PP g Purchaser Date the bottom flange. the hangers. (2) 14 gauge staples may be a direct substitute for 8d nails when having a mini- herein. All materials shall be furnished by others unless specifically noted mum penetration of 1 inch into the main member. NOT THIS "by manufacturer" herein. - % Subject to terms and conditions on the Purchase Agreement, I have checked By Tale (3) If more than one row of nails is used the rows must be offset at least 1/2". all the dimensions, quantities and loadings and warrant that they are correct or should be corrected as noted, and specifically hereby agree and acknowledge FABRICATION OF JOISTS CANNOT BEGIN WITHOUT PURCHASER'S SIGNATURE t i c � ___ __--____- � � -- that erection of said materials is the sole responsiblity of purchaser. SIDE OF FLANGE ■ 16d max. 3 O.C. Sl:agyered. -- l� - - - For light framing only. - - -- - TRLIS JOLT CORPORATION - - - -- ---- Attachment to filter blocks may be required. See DRAWN CHECKED REVISED ORDER NO. - / plan/details. 'i DATE BY DATE BY DATE SHT OF 1 ,_, 5341 1. 1 6TH AVE I lI.IF... I.1F.. .:i TJI-116SR-12-88 . � :.::..- ...••�-..�y, .:;r «...w�MiP.•"...rwnr+:.rc...h..r.w,+ nw,., ,. y�.' �"'T"�'��""`"" „�'."�Ir�itlC70:^iC'":n•.._,._.... sw..�lY.:�,ro. ,;14-.,W�,M.- .-. .. Vie.. r ,..... i1. IL - - - - ___... _ __._ ....._ _.• "` , xr-� L'+1 __ �. � . •- � r �I't�l'!'I'�'I'I'1'I'I'I'Ili'`'lrl�lrl'j►Irf'�'lrlr)rlr)Tltrti1�Iljr I' 'r�il'�iltjil 11lrli! ilrj'Irl'lllrl Irlrl'111rlrl'lr�'Irj'Irlrlrj'Irl'I'j'r'Irl'j'I'I�11'jrlrlrlrj'i'�il'(rl►�rlr)rri _ -r• ,, ) NOTE: IF THIS MICROFILMED r 2 3 i 4 5 6 7 8 9 10 II 12 DRAWING IS LESS CLEAR THAN THIS NOTIQ6,`2T IS DUE TO �-'- HE QUALITY OF THE ORIGINAL DRAWING.NG. - i EZ 22 la 0Z 61 of LI - �► ,uln Ztrin IZrrbrs,IZulrn zrrluslZ��ln h�I � ubr,°I°rr+hllselnr lunln►Ira',rawe 91 s i 1d r El 21 It r _a o c v s r z r M11►�w +� M1ldU,N IIH�t MI11IIiluulu�dila�lillltuilutdwr*luu�uuhu,lrurllurllnlluul�lu �uu�u�wlwulrWlni� APRIL , 20 '2 1992 r „�,,, _ _ . .._ ._...._._...,. ._. -... ,_..- „-_....w.- _ �,_. ..mss•,.; ' r ,a ^t •ii` , :.. - -. _ •I' ',��” d0.; 'c TRUS JOIST 0' CORPORATION THINK SAFETY — READ INSTALLATION INSTRUCTIONS BEFORE PROCEEDING y — MATERIAL LIST & ENGINEERING SPECS -- $ TNUS JOIST CORPORATION TJI" JOIST SERIES I d 1 �' " 2,3t , ` , t l ' M I ---- -- - ---- ( T�PIGn, -) 011x. T1r't OtPtA !«Its Cttt Un*th �i-__ rn-tT_ `-lw,f-- 1-+f-- ---s.t. itrtr p11 I IZ Sr/w-c6 e � y > 1J� -� '39 21 21 �'1 6, SPI�GE4 x� '11r, • ,L_d 13 , _�. wl l le T. _wl o••-- Itnow " 1(o /� I�' 350Y 7.ls- t'�_ G!,•5 4 45 124 115% 10 6 Al - - Ito-0 Ito 91(o 3 Ile - 1 t I I - J 1 BW98, STIFF&AGR (bf "4-) --o- Q 1IJ6TNLL Tc 66,4 H 61 DF- Cr = J o 15T PER D n-• 4 (-r--f PI eAt-) _ to i' � ✓ ,�. � wa44M, (Of MFR � A LL olVr - �; HHU 351c�/2o -� Dlai. Jsr 0669 PTL, o O*L 0AI u oci (-Mr.) �I • _ _._. Ido .B TJ I/aS!X 1490 B1 2AA it I f 2 ( i f _ A F _....,, Iwo I MIT OF ACC A 13 war 1 -10 VIM ` V 6'651 a �tZ I ' Mtla1 ---- �; otte.l*rit�t ir. M.v. IZ i�lt �. 3� ----------- -- � f, ,�, r FIJI.L HA.NQrIL R IG (""516-Z 1' POL.) , - -- 3141 3 A I h t. VI wrrb - I � � a __. _ ✓�211 - ww L �]� /iG 1 �� I�^16.5 I W�'1 �r mrwolowlrl Mont rnrsiu .rr » l _ Till / J0141-r - G` I rVIL h- �ILIQeA lov JOIE'' .!' Job Nary 'SNS/ (�► r ,; .y��+ _ G.L- PE7�1 i R�tyl�l12• �.IA11l,S _ Jeb No. - Ian �1 1� �-'T'.�►, v�.�O�C .,... FFLAIN] VIE w i .—_.. .._..._. Loetttott V - f /j srlFf=E�IERs PRl©p. to �o� Zo. Nip•) too, oorz 'el ele / , Ma►cl�lc� 6kE1J rU'r. THF-W GUT -1vI�T Tb L-9l.l6TA NT + �2) WEB 6TIFFFIJER£+ 0t e"U-r" EWD of ,a1�.-r w,�11 °/". wAiLev T-n4 `T we WT rn4 W- led JAIL<< TORI t v AGN SIDS of D511 (T14t4'r vo Tor "Mo OF jootw-3 7 00 _ P WE15 STN FM ' 'A'E. ' N - -T''o �oTT'VM e.i-x'120) . ''�13 �L, - U3S11./'�o - _ W 1.1a�.l�ER. (ap f M M) _ � cam` .� `'p-+r'r�+•c.�l �_ 11, t 3+ ,�.�, ' I _ 1b 23 2 7 (o PN t-1:Mit'il`� FA to s p/+GEfoa 24P%. Z`1' t 21,1" 24" 72 15.1" �jA 2111 7 -6504465[-" W 4A� EQ i (Z) L'10 L (�( OMERS) ' � --- IMTALL It[1MINDTII � .JIt10111 1 . STEEL G UEDGEF� AT LOCATION IN DAY VITN , I C BY ty1N�.n=s y .Dl.to�.w1IM Nu.I1�10. ------- -- 11010t 1J1 01911 not Loaf reN9I111CTDIt To CVT W111111 10 1.0 010 j A10 110! !1100" 11 ►0A1t ONALL M .1►.. !1111 ! � JOIST' HANGER NAILING ._._., ' ALL NAE,S BY MFR. SODJoi6ormPGACOJeaW. ..... oft�� INNIS FLA�J �� ' , i TYPE TOP /A ef01`T I N1 I 0 '• A N T d) ti 1 !0351 Z-161 4 - 11W 1l-Iii it U - >r ttx I N -2 too WE^ �rw� �1�IEa,e,L. IJvr°�s .• 1Z ANGLE BAY JOIST PLACEMENT Qi "i"•fers ",A s" .Java AP& so rpEv UNIFORM OE54GH LUAUS — - — r CUr TO L�Q1TN. Wtb VIFFWJIL" — /!AE 1V BE IFifa1.D 1440TAU-90 - 0,17E LOAD 3o Per No e�rale .rte.,e�ur+. SEB 176'iAIL.. + . I''ooL Iwpoo. OR" LOAD 15 For .tttt�ttt ttraant tt�w TOTAL LOAD 46 rer 1 aZit FRA1� I Wu (B-f OTP61ES) oils% i Mr: t tttr ► eKat tRotiteNettt • fit ied.t � Inhumane" on. ptt: hmm t w 11nMet Tit joist owl" i� rJ1 3 jr Grad I V s g-8d ' 4,1%M ZV 5 t' TRUS JOIST OR CORPORATION DRAWN CIQCKlO IIt F10t0 p 0 Np, DATE DATE DATE 1.55(w) falAl 1. 1�+ T M a'�Ut'Mt�ll 11.. ' _. _._.. � \, Or ,- � ' •r Or ASA I �O� ONT.I�O/� »taa� ...,--. .-,•,»,...x- _-1111,...._.. .". yu._,.. _ _ 1 ( ,. Y ,_.. • _ _ ..: JM. �'I . .....; ..,::. iYY -.. - -. ._ . .a. .. _. 1111,... ... ,.,. - - 1 • ... .. ... + r' r.-- r.. - 1«111 -� -. 11 ........,,.r.,.,,,Wl..•_•........ ...a...., ...."+._.,.....,.._ .. - .. . r. =_ ....,�..,.... _ -.. .. _..__1_1,11_._•___ --_ ,-.•,�,;,.»,._,.�,„;„«,1111.. .---..w.,w._. _..,*,.. . y,/'. IWVy :., i I11V III ��) 111 111 111 F11 111 111 111 I11 111 1I1 111 tfI�I1 1 11.1 III IIr 11 111 11 111 111 111 n 111 11) TII 111 111 11! 111 1.11, 111 1,1 111 111 711 111 111 Ill 111 111- 11! 111 � '�. .._ � , .;_ D... � t . '.°. ”. r NOTE: IF THIS MICPOFILMED - I 2 — 3 4 5 6 7 DRAWING .'.S LESS CLEAR THAN — 1--- ` THIS NOT IC I -1T IS DUE TO QUALITY OF THE ORIGINAL „ __JH'DRAWING. _- - — Ot SZ ®Z LZ OZ SZ I►Z EZ - ��..-- o1 —01 LI SI 51 *1 61 21 11 01 0 0 L 9 S Ir E IZ- II-°.-'•" ---/ ti111t11111111u111u111n11I111tIt1111111�,U1111111{1N1i1111111N�11h11dM1i�INi�tlMitt{htt�INt IuluUlII1,J,lllllnllnlilllllllullulilrl1111ullulltlnl � 11WII1tll�ll>�1�i11, . APRIL 20i �b 9 ,� . ... i . 1 — - 1w !O i N ORTH WEST TEST I NG LABORATORI ESP I N C. 5405 N. Lagoon Avenue P.O. Box 17126 Portland , OR 97217-0126 Phone : ( 503 ) 289-1778 FAX: 289-1918 CONCRETE COMPRESSION TESTS TESTED FO It: G A Davidson REPORT NO: 04-011-1003 CAST BY: Rob White P.O. NO: PROJECT: SHARI ' S PERMIT NO: 90-0346 ADDRESS: 15500 SW 116 AVENUE WORK RECD N0: 109--011-04 KING CITY, OREGO,: DATE MADE: 01/30/91 TYPE OF SPECIMEN : 6 x 12 concrete cylinders DATE REC 'D: 01/31/91 2 , 500 psi , 3/4 MAX SIZED AGGREGATE SACK MIX ADDITIVES: SOURCE:Wilsonville SLUMP: 3 . 5 PRODUCT CODE: CONDITION OF STORAGE:ASTM TICKET NO: 0-10884 AIR TEMP: 30 TIME: 8 : 30 CU. YARDS: ?/7 LOAD NO: 1 CONC. TEMP: 59 _WEATHER: overcast % A_IR: - LOCATION OF POU :Footing from 5 to 6 line where test was taken. Entire place- ment of the day was 24 to 5 line plus column footing . TeFt Weight Load - lbs. Age Date Mark Pounds per sq . int. Average Tested 02/06/91 28 . 7 2690 7 days 02/06/91 28 . 7 2760 2725 7 days 02/27/91 28 . 8 4250 28 days 02/27/91 28 . 7 4300 4275 28 days If you should have any questions regarding this or any other report , please contact Alesia Preston at 289-1778. Thank you . rc Washington County Shari ' s Managementy THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL, PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION THEREOF WITHOUT OUR WRITTEN AUTHORIZATION. NORTHWEST TESTING LABORATORIES , I N C. :5.105 N. Lagoon Avenue P.O. Box 17126 Portland, OR 97217-0126 Phone : ( 503 ) 289-1778 FAX: 289-1918 Special. Inspection DAILY FIELD REPORT 01/30/91 LAB REPORT NO. :04-011-1004 CLIENT: GA Davidson W REQ = : 109-011-04 PROJECT: SHARI ' S JOB ADDRESS: 15500 SW 116 AVENUE KIAG CITE", OREGON TYPE OF INSPECTION: Resteel/Concrete PO NO: PERMIT NO: 90-0346 WEATHER:overcast TEMP: 30' s SOURCE: Wilsoville MIX PROPORTIONS SLUMP TICKET NO QUANTITY MIX TEMP. 2 , 500 psi 3 . 5 0-10884 7/7 59 Inspection Notes: Inspection of footing from 24 to 5 line and number 3 3 ' -6" X 3-6" column footing and number 5 4 ' -6" X 4-6" column footing . All resteel in these areas conform to plans and specifications . Tests taken while placement of concrete in 5 to 6 lines . cc :Wnghington County INSPECTOR: William White Sha ri ' s Management NUMBER: THIS REPORT IS SUBMITTED AS THF CONFIDENTIAL PROPERTY OF OUR CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO OTHER PERSON OR ENTITY MAN' UTILIZE THIS REPORT OR Anti' PORTION TNF.RF.nF WTTHnr•T n11n WRTTTFU \171MR f 71TTnh; . INSPECTION NOTICE City of Tigard Building Dopartsaent 13125 BW Hall Blvd. Tigard, Orwwwn 97223 Inspection Line (Rec-o-Phone): 639-4175 Business Phone: 639-43.71 Inspections Footing Plbg. Urderslab Meeh. Rough-in Appr/Sdwlk .W Mj� Plbg. Top Out Cas Line FINAL: Post/Beam Strnct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Rd. -Hoch. Date Requested:_ 1 - 1Z _ Times AM _ ` `PM 7 / mi i Address: /i: /�L' Builder: �GKL � THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspectra: ~ ----------- --- Oates_ APPROVED n1SAPPROVED APPROVED SUBJECT TO ABOVE `Call For Reinnp. MWALMNAMEEKARAMMM-4 CITY OF TICARD --- RFICEIPT OF PAYMENT RECEIp,r NO. a 91 --208594 CHECK AMOUNT 474. 50 NAME : G. A. DAVIDSON CONTRACTOR CASH AMOUN'r 0. 00 ADDRESS : PC) BOX 5876 PAYMENT DATE a (211/14/91 nn)BDIVISION BEND, OR 97-708-- 19500 c;W 1, 16TH AVE POSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID HAN l'CAL PE MEC90-02"lo 80. 00 PLAN CHECK FE 20. 00 BUILD PER 4. 00 PLUMBING PERM PL-M90--Oic09 2875. 00 (IN CHECK FE 71. 25 ST. BUILD PER 14. 215 )Hi4RI' S RESTAURANT 1011AI.- AMOUNT PAID 474. `5 0 RD C' OF TYTIFARD BUILDING F:IERMIT OFTM L COMMUNITY DEVELOPMENT DEPARTMENT CrIY0014M 13125 SW HWI Blvd. P.O.Elm 23397,Tig&W,Oregon 97223 DnTE I SSIJED- 01/09/91 31TE 1.515(40 SW 'I (TN (:it)E: O 'D FRCEL: 2SJA0c ZONINCP: L.(3 i .. . . . . . . . .. REISSUE: FLOOR AREAS -­­­­­-­ EXTERIOR WALL. CONST!"-.,uc-rfoi+. C"LASS OF* WORK. : 4EW F*IRST. . . . :3900 Sf N:NR S:NR E.-NR W N R ND., f F'ROTE(. T TYr-IL OF' uSL'�-_ . !;coil S"EcO T'y F'E OF' cONST. v,5N THIRD. . . . S f N:N S 04 E-N W:14 0 C C'U P,0 N C,Y 6R3'»;; ;;A3 T 0 TA L--­­­-__ 3900 s f ROOF' CONST-H F'IRE: RLAT OCCUPIANcY LOOD.- 131 BASEMENT. S f ARE(.) SEP,. RATE D: '-D- :)TOR. T. - 13 ft GARAGE. . ., S f OCCU SC`-.:F'. RIAT]" 1,.4 s wr .,,.N MEZZ?:N READ SETBACKS­­­­­ REQUI RED--,--- F L 0 0 R L 110 D. . .. . -`5 0 p!F,f I EFJ. ft RGIAT4 ft F:[R GPKL.-.N G)1110K DE 1 . . --N DWELLING UNITS: FRNT- ft R E A R r ft FIR Al_Rlq%N HNDTP, ACG:Y DEDRMSn 1.101,H S livif) SlJR1-'nCl--_'-.3t200 r1RO CORR-N PIARK'r.140 n40 VALUE. $: 350000 N(-_-Ania-(+s: New fns rihari" s Restaurant. 0 w ri e r 1:7EES ORCHITECTS VAN LOM/E*DWARDS type aMOL01t by date reept P'A y 11 9, 1,110. 90 313 1. 1./.1.4/70 2 0 6 7 U, F1 R 11T 1.058. 00 r`LCK G8711 70 Phone' # F'T RE 423. 20 5V'CT 52. 90 17,A y 11 4 .1. 1 J-0. 90 J L H 01/09/91 BABY DAVIDSON I (Ar? NE CANYON PARK DR DLND OR 97701 1:111arle #" $ 22 2 1. 8 0 T 0 To L P-q 0. ;31453 RFOUIRED INSPIECTIONS This permit is issued subject to the regulations contained in the Fc)ot/F*0MI1d Insp Tigard Municipal CAP, State of Ore. Specialty Codes and all other St'('L%C Steel Iiisp applicable laws. All work will be done it accordance with Reiiif Steel Insp approved plans. This permit will expire if wori, is not started Slab IIISp withi7, 180 days of issuance, oe.0.4prP is suspended for sore F-raniirip Insp 4an 18@ days. Roof 1.1aAliq 111sp T,t s u I 41t i.C)11 1 YIS p Gyp Board Insp Gusp ceill-ly 1.1-ISP Oerniitteo S ....... TrIspecticill ....... ............. s u e d P y (,all fo-r illl--Pectiori 639-41,75 MECIAANJU)L C'TYOFTIFARD i:-,E. RN I T E. �M. 'T 0.1 MEC9@-OP'/O COMMUNITY DEVELOPMENT DEPARTMENT 0090ON 13126 SW Holl Blvd. P.O.Box 23397,T%pxid,OWw OM-OM"+176 SUE .3 DAIL IC, -D: 01/09/11. f1DDRESS— ,- : 15bOO SW 116TH AVE.' PARCEL: 2SI10(.D 001.0:3 SUBDIVISIO11- -. .. ZONING: BLOCK. . . . . . . . . . .. .. . . . . . . . . . . . . CLASS OF WORK. . »NEW FLOOR ;:'URN. EVAP COOLERS: TYPE OF* USE. . . . »COM UNIT IAE()TERS. VENT F 0 N S. . . .6 OCCUPANCY CRF'. . »�13 VENTS W/O APPL: VENT SYS*T*EMS S'T 0 R I ES. . . . . — : 1. B0 T.L E R S/C 0 M F,R F..SSORS HOODS. . . . PUEL 0-3 HFA. . I DOMES. INCI14: -/GOS/ 3-15 IAP. . 2, COMML.. INCIN: III(-)X INPUT-.800000 P7,0 15-•30 HP. REPAIR UNITS: F IRE DAMPERS?. .. s 30-50 HP. . . wooDs,roVES. . : GOS fi,RLSSURE. . . -.M 50+ HP. . . CL.0 DRYERS. . : 140. OF ()IR HANDLTNG UNITS OTHER UNIT$. - 1 F*(JRN < 100K B*TL).- 10000 c.,-fni.- (30q OLI*TLETS. s8 F-URN )=1001/, DTU-. 1. > 10000 cfni- 1 Ron%a-f+s.-. New bUilding fo-r S'harils RestaLt-('arlt. Owrie-r.- ------------------- F'E'ES ':')14(.)RII' S MANAGEMENT CORPORATION type anlok.tilt by date recpt PRMT $ 80.00 PLCK $ 20. 00 5PCT $ 4. 00 1.:,hone, O , POYM $ 104..00 JI.-H 01/09/91 Contracto-r: AMERICAN HEATING C-32 NE 97+1 PORI'U)ND OR 97232 Phavie Ht 503-239-4600 $t 104. 00 TOTAL Rpq 0-- 33135 . ........ RE14UIRED TNSPECTIONS This permit is issued subject to the regulations contained in the Gar. Li.ri(e In!3p Tioard Municipal Code. State of Ore. Specialty Codes and all other Mechanical Ji)sp eDnlicable laws. All work will be done in accordance with Heatiii[4 Unt Ivisp ��2-oved plans. This permit will expire if work is not started Coal i rig Ur)t I r1sp olthin 180 days of issuance, or if work is suspended for more Shaft Icls pest icin than 180 days. Hood Iiispeetioii F-i1-)-r-re St,11111.1sp ...... Dt.t(--t Iilspertiotl Final :,e-(-mittve ........... .................. I -,wed By: ---------- F Call fo-r inspection 639--4175 PLUMPING C' OFTY TIGARD C11Y HOW 1JERNIT 0. � � �, . .. . - PL-1190--02'09 COMMUNITY DEVELOPMENT DEPARTMENT MOM DATE ISSUED: 01/09/91 13126 SW HM BW. P.O.Bac 23397.Tigavd,OmW gtM ttW)9b04176 I T E A D D R t J0 Ci 5W 1.1,G11•4 tdVE PARCEL: 21:',1.10(',D 0010- SUPDIVISlow. ZONING: PI-OCK. LOT. . CLASS 017 WORK. . :NEW GARBAGI:­ DISI-10SALS. - MODIL-E HOME Sl."ACES. TYPE OF USK. . . . :COM WASHING MACH. . BACKFLOW PREVNTRS. . I OCCUPANCY' GRP— -(-'43 1'"L.0017*Z DRoIN'.-.;. TR A F)13. . . . . . . . !DORIES. . . . . . . . : 1 WATER HEATERS. . CATCH J. !, I XTU R E S LAUNDRY TROYS. - F-A- RAIN DRAINS. . . 9 1 NKS.. . . . . . . . . . ..4 UR Y NALS. . . . . . . . . . . . .. 1 GREPSE TRAPS. LAVATORIES. . .. . .. -.4 OTHER r,I XTU R E S. . . . . .. 1.4 I'UP/SHOWERS. . . . : SEWER 1-INE (ft) . . . ., t%IATER CLOSETS. . -, 3 WATER LINE (ft) , .. . . I)TSHWOSHERS. . . . :2 RAIN DRAIN Renia-rk.s-. flew bt.0.1di17q fo-(, Sha-ri-1 ,i Rest at.k-f,a I-it. Owiiera FEES 01';,':HITECTS VAN LOM/EDWARDS type aniMtllt by (I A t o? reep! P"RMT $ 285. 00 PI...CK $ 71. 25 5 P CT $ 1.4. 25 11 ri Y1 e 14 0 PAYM $ 370.50 JL1A 01/09/91 Nul,')ERN 00 BOX 23307 !'17ti11e i!: 63'3mdiil31 16 1*1GARD OR 97223 3'70.50 TOTAL. Req N. . 1 1810 REOUIRED TNSPECT.T.ONS This permit is issued subject to the regulations contained in the Rough-i17 lyisp Tigard Municipal Code, State of Ore. Specialty Codes and all Other Tr.)P-'0Ut Jvisr.) applicable laws. All worn will be done in accordance with Draiii iris r1 ............... approved plans. This permit will expire if work is not started mi'se. Ilispe(-'tiarl within 188 days of issuance. or if work is suspended for more Fi.1-1.41 1Itis Peet i(.)I-I ...... than 188 days. U.ssLied By: ....... ............ Call for inspectiori 639-0175 ALM—RALAR �! OFT1 CrfYOFINARI) f.pMPAUfffy PEIVAPPWNT,PgP�,ARTMENT one" 13125 SW Hall Blvd. P.O.Box 23397,Tigard,Oragm 97223 (SM)6394175 PLUMBING PERMIT T1' #. . . . . . . 9 PLM90 0 2 09 DATE ISSUEDI 01/09/91 SIT'EY' ADDRESS. . . a 15500 SW 116TH AVE PARCEL: 2G110CAY-001013 SUBDIVISION. . . . a ZONIN6: BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . a (1-ASS OF WORK— INEW GARDAVrE DISPOSALS. MOBILE HOME SPACES. TYPE OF USE. . . . OCOM WASHING MACH. . . . . . . C PACKFL.OW PREVNTRS. . : t OCCUPANCY GRP. . oA3 FLOOR DRAINS. . . . . . . 26 'TRAPS. . . . . . . . . . . . . . STORIES. . . . . . . . 11 WAI ER HF.Al ER'S. . . . . . it CAT('H BASINS. . . . . .. . LAUNDRY TRAYS. . . . . . .. SF RAIN DRAT14S. . . . . GINKS. . . . . . . . . . 84 URINALS. . . . . . . . .. . . . : 1 GRF::AGF.*.' TRAPS. . . . . . . : 1 LAVATORIES. . . . . s4 OTHER FIXTURES. . . . . C 14 T(jFJ/SHOWERS. . . . I SLWER LINE (ft) - - c WAILR CLOS ETS. . s3 WAILN LINE DISHWASHERS. . . . :2 RAIN DRAIN (ft? . . . .. Remarks- New building for Shari" m Rel;taLlTant. OWNER: r E E G, ARCHITECTS VAN LOM/EDWARDS PRMT $ 2813.00 PLCK $ '71.25 9PCT $ 14.25 PAYM $ ;370. 50 JLH 01/09/91 Phovie Na Plumbing Name: 1A Statel p RFOUIRED INSPECI IONS .._-•...._....__.... 111j ,; permit Is issued %Ubject to the veg ulatimis contained in the Tigard Municipal Rough-in Insp Code, stato of Ore. Specialty Codes and all. Top-out Tvisp ...... other applicable lAws. All work will he done Rain Dra 0 Insp i )i accordance with approved plans. This Misc. Inspection permit will expire if work is not started Final Inspection within 180 days of issuance, or if work is �7,uspvndpd fov moria than 190 days. ................ Contractimir Signature Call for in%pmction 639-4175 Contractor Notesi -A'I`Y OF' TICARD RET'EirT OF PAYMENT S'ECL,"wr NO. :c?L--208,1413 CHE:1,11:* AMOUNT : I I I0.90 SHAFT I S CAWA AMOUNT 00 D RES S t 13635 NW CORNELL PD PAYMEN'r Do,rc., r,ORTL.ANr). OFt 97.229- SORD I VT 0114 15500 SW 1 16TH AVE 'I IWOSE OF' PAYMENT AMOUN"r PAID r"UPPOSE OF r'AVMEt\("l' AMOUNT FIA I D 5-4G­FT' 'F:-rl— UMF-190-0346 1050 00 BUILD PER I :f(403 CITY RESTAURANT 10 TAI_ AMOUNT PAID 1111,1. 99") TUALATIN `v'ALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton,OR 97076• (503)526-2469• FAX 526-2538 December 17, 1990 Van Lom/Edwards, AIA 34 N.W. 1st, Suite 309 Portland, Oregon 97209 Re: Shari 's Restaurant King City Plaza 15500 S.W. 116th Avenue 6.188C-105-025 Gentlemen: T;zis is a Fire and Life Safety Plan Review and is Lased on the .1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are conditionally approved subject to the following items: 1 . Sian Over Door: Door # 1 shall be posted with a sign over the door stating "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" . Also please submit cut sheets on door lock assemblies, A MS 1850 series . 2. Door Hardware: Submit to Tigard Building Department and this office rut sheets on door hardware, ECL2200. 3. Hood and Duct Shaft: Please specify fire resistive construction of hood and duct shaft by testing laboratories number and providing a full description to attach to plans as an addendum. Description of construction should contain materials, i .e. studs, material sizes of studs, sheet rock, type of gypsum board to be used, fastencers and assembly instructions. 4 . Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be "Working"Smoke Detectors Save Lives Van Lam/Edwards, AIA December 13, 1990 Page 2 maintained on the project site throughout all phases of construction and must be mode available to building and fire inspectors for reference during required construction inspections. U13(: Sec. 303 5. Required Occuganci- Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec. 307 If I can be of any further assistance to you, plePse feel free to contact me at 526-2502. Sincerely, A/ Gene Birchill Deputy .Fire Marshal GB:kw cc: 'Tigard Building Department v/ date ARCHITECTS job. no, VAN LOM / 34 N.W.First Ave,Suite 309 EDWARDS Portland, Oregon 97209 503/226-0590 A.I.A., P.C. FAX (503) 273-8649 TO: -C—17-7 OF — RE: –S4AaJ5 transmittal inspection ❑ phone El memo ❑ confererce C4&V via: AA ft- by 1��EiJ jsl� encl. FgoM f�LlAi� iNl,zi?� 2 x GU Ips i,.1/ �E�EL,I►�a ;� I - t?64-9f: I;PEc.I< lo \ pr3l.• Tal�o15Ts --- cv 11 It pt�►t�J INlr� rL Qa�� �#- t'J AHP p>r�TT M �N of of (oil ��r2-MII1 b,�=TRM I►�(i, ?. �, '_`7I DE, 8 TL'TAL •�f�l. Alli-'j'IGrt-fT - —/ aeis REGIS"ER:It ; A)E USHINGTOM V`(F�i �4'�aA-•• �T'�CNt f3l..l� NO• I�i4O= OF 25 6v�- MSL, 5rtuow.7) e a+, H/ III TYPE Lo g'i o'e-. 0�i?4 hi. V"li 101.1 yv� t- 0,14AH. OUCH .�. �crl dr�.l 0051 worz t5 HA�� ARCHITECTS --- z AN LOM / KJrI� Gi'1`( Oi� • I I-1'1'°I!7 EDWARDS I A.I.A.,P.C. MMM`iw�..• fA A �•b�0ywMA1 l'MTI�mU Fire Sound GA SKETCH AND DESIGN DATA tIng Rating File -- STC No. DETAILED DESCRIPTION Fire Sound Construction Type:Solid Gypsum Wallboard _ _ One layer Y2" regular gypsum wallboard or veneer base Jami- 1 Hated over the entire contact surface with laminating com- Thickness: WP 1310 Limiting Height: 11'0" pound to each side of 1" tongue and groove gypsum core. Approx.Weight: 8 psf board erected vertically.Stagger joints 8"minimum each side. Fire Test: UC 4-4.61 (NLB) Sound Test: NGC 2359, 11-18-69 ` Construction Type: sum G Wallboard,Semi-Solid YP �—_ Gypsum Studs One layer 5/e"type X gypsum wallboard or veneer base applied Thickness: 2�/2" parallel to each side of 6"wide gypsum studs 24"o.c.made of Limiting Height: p WP 1330 layers of 1/2"or ye"laminated . Approx.Weight: 8 psf 2 or 3la y gypsum panels.Attach wall- Fire Test: UL R2717.19,2'I board to gypsum studs with 1"type G drywall screws 20"o.c. Ueslgn U510,6-3-57 and with laminating compound. Fire tested with 1"thick gyp- ULC Design,W502 sum studs.Sound tested using%"thick gypsum studs.(NLB) Sound Test: G& H BW-8 FT, 8.1.62 Construction Type:Gypsum Wallboard,Metal Studs — I WP 1340 One laver 56"type X gypsum wallboard or veneer base applied Thickness: 27/e" parallel to each side of 15/a"metal studs 24"o.c.with 1"type S Limiting Height: 10'0' I drywall screws 8" o.c. to edges and 12" o.c. to Intermediate Approx,Weight: 6 psf studs.Stagger joints 24"o.c.each side. (NLB) Fire Test: OSU T-3296. 1,'; :-65 Sound Test: RAL TL 64-244, 5-884 35 to HR 39 Construction Type:Gypsum Plaster,Gypsum Lath, Metal Studs 112"1:2 gypsum-sand plaster applied over each face of'✓e"type Thickness: 41/4" WP 1;170 X gypsum lath attached at right angles to each side of 21/2" Limiting Height- 11'6" metal studs 24"o.c.with two 1"type S drywall screws and two Ar�prox.Weight: 14 psf butt joint clips per lath at lath ends. (NLB) Flre Test: UC 12.21.65 Sound Test: RAL TL 63-268, 5.4-63 Construction Type:Gypsum Plaster,Metal Lath,Solid Metal Channel Thickness: 2" 2"solid 1:1-1.2 gypsum-sand plaster applied over 2.5 Ib.metal Limiting Height: 12' sf WP 1380 9YP• P PP Approx.Weight: 18 sf lath wire tied 6"o.c.to 34" cold rolled channel studs 16"o.c. Fire Test: OSU T-129,3.16-48 embedded in plaster. (NLB) Sound Test: BMS 144/523, 2-25.55&NBS Monograph 77, 11-3084 Construction Type:Gypsum Plaster,Solid Metal Lath Thickness: 2"Llmiting Height: 10'0' WP 1390 2" 1:2 gypsum sand plaster applied over each side of Ve" rib Approx.Weight: 18 psf metal lath to form 2"solid studless wall. (NLB) Fire Test: OSU T-162,4.26.51 Sound Test: BMS 1441527, 2.25 55&NBS Monograph 77, 11-3064 i I 45 M W of ® ew , 1 r I it 1,1 L V J•J 1 :1.1 r ,V I•I'J 4�•1 .. ....... EXIT CONTROL LOCKS i i 1'tt f►� ly ,:r1� =WILL DETE ECL-230C ECL-2200 Detex Exit Control Lucke can be used for doors which must open from the inside in case of an emergency, but nor- mally remain locked from the outside to prevent unauthorized entry. In an emergency, pushing the exit bar withdraws the bolt, opening the door.At the same time, a battery or AC-powered alarm will sound. The alarm can only be silenred by resecuring the door using a key. Two models, the ECL-230C and Applications: The ECL-230C, a dead bolt lock, can be used for emergency ECL 2200, ran be used for most door ap- exits, departmental connecting doors, receiving and internal security doors, in plications, single or double, including factories, hospitals, dormitories, roteil stores, libraries and laboratories With Its wood, steel or aluminum. The locking relatching capability, the ECL-2200 can be used In commercial and industrial features of the 230C and the 2200 will buildings, shopping centers, office buildings, retail stores, hospitals and dormitories, accommodate most standard five or six- The model's attractive appearance is especially suited for use In public areas where pin rim cylinders with flat tailpieces, relatively higher traffic conditions exist -1990 08:23 FROM B.D. PURDY,A.H.C. TO P.63 and S Rim Cylinders/,Mailbox Cylinders/Loading 7'001 Rim Lock Cylinders Mail Box Cylinders For use with various exit devices,garage doors,and rim The standard Schlage cylinder is factory adapted for use lock nightlatches. Position of the cylinder bar deter- with a variety of mailbox devices.To order specify mines the number for the complete cylinder unit, quantity,product number,finish and keying.When mail- box and room door cylinders are to be keyed alike,list the corresponding mailbox and room numbur. lNuii tadF f mill" 1 11 20-030 Dura 20.066 American Device #1 Bar #2 Bar O 20-067 Auth,466,470,480 Series 20-021 20-022 Bommer Requires 13/4" bore for flush fit of trim collar. 20-069 Cutler Mail Chute Finishes; _ Fbderel Equipment 605,606,609,612,613, 20-033 Wood Products* 616,620,622,625,626. *7he fpllowing products are also To orda�specify quantity, available but are usually fur. number,finish,and keying nished by Wood Products Co. requirements. Mounting bracket C604-050 Screw Posts C604-051 Interchangeable Core Rim Lock Cylinder Screws M04-052 20-057 Lock Washers C604 053 Bommer vertical mailboxes utilize the standard 20-001 Schlage mortise cylinder in conjunction with blocking rings.Order the cylinder and blocking ring separately to coincide with the keying system. Schlage's version of the Interchangeable Core Rim 20-001 1" 5 Pin 36-082 3:" Cylinder can be adapted for use with various exit 20.001 11/I" 6 Pin 36-082 14 devices and nightlatches.The cylinder bar and driver are affixed to the cylinder housing. Rotating the bar to either a vertical or horizontal position makes this cylin- Cylinder Body Loading Tool der unit easily adaptable to the largest variety of exit locking or latching mechanisms. (For pin Tumbler Cylinders.) Finishes: Ward Ring Assembly Head 605,612,613,625,626. (" / 20.086 1 lousing And Driver Bar Loading Rod Sleeve 23-020 Interchangeable Core Transfer Knife _..�- 36-068 Trim Ring B202.328 Mounting Plate And Screws J ~� A compact, precision tool for top loading pins and springs and for installation of ward rings into grooves Core units will be furnished In 606 and 626. of a warded cylinder plug. Furnished complete with Door range:1 NA" to 3". assembly instruction". alp SW-1 DEADLOCK 'SER111 S 18505 ' St WA TYPE C8211 FUNCTION: { CYLINDER BACKSET and 1+, only ( A huge bolt of lamd tnil M6109S 91061, nearty three incht)x long and actuated by an uncompUCatod pivot 'r,n cFntec're +^o• mechnnkrn. has made Ihis basic M S. deadlock the ' ' r°'I� I•a cf cY"nders.I standard M the narrow stile door industry.The length of this bolt vrovidoS maximum security for any chole leaf door,nvan a very tail(and flexibta)one or an Insmiletlon ' CASEwhore the yap betw06n dwallId oiffil is prlulter than It should be, r CeD'M• (Cage death ver OPTIONS: Specify Faceplate shape, finish efld Cylinder beckseL J For iambs too narrow to accept the long bolt, the . r MS185OS•050 offers a shorter bolt with hank shape to rynnd«n fiat rumithyd ""� Y provide equal security against doorprying attempts. but +suable. \ (See catalog page Sl•1),1850S•020 shoR throw without hook also available, Second and third point looking bolts are available for pairs of doors,(See pages SW-9 _ Ind SW-12.) WI use any make standard mortise cylin- der and thus can be keyed Into systems with other OPERATION `' '' '"{I types of dews. "SCHOOLHOUSr"r Version, also avail• able,Is modIfed so that operation from inside is"unlock only," (this lock handed and mud be specified LH or RM, Specify Series SCHISM.), Some faceplate and bocksm options as Series MS18508.operation from i.. inside, with standard Adams Rite 4088 turn seen on page SW91.For wood w hollow metal,see MS1850SNSI. ARMOR FACEPLATE Speely FACE SHAPE by third Wall In estalog numger. r rw: t6e0Mgre _ � MS1950S RAOIUS WITM \ WEATHERSTRIP. , t M518515W BOLT 1.H.BEVEL a0wro �+ MS185�5 015 � 7 MST152BEVEL: STRIKE JLI ,a 1 ►tYrrrrr I i •h,�. STANDARD PACKAGE •( �s; 4 Individually boxed with machine t•`5. ;• S1$�1t'y Screws lot mounting. Cylinders and/ or thumbturn available at extra cost. Shipping weight. 1'h 'bs•Also avail. able in a 25 unit pack for volume user ,�•r� • 11 / 1 !'�.m ' '►/ 1JAI, 1 •2 MS 18505 "�' TOW ` INCHES + tw i + ��I MILLIMET > � ., INSTALLATION n�o•n.nai,euMeci to tekranOf extrg•nee. r ' — +:•. —':'.• ,ry: *ro F.:;,•r., ^� �'� SHOWN WITH RADIUS p FACEPLATE CYL, 5 22 4 � MOM j15 7 25,4 - 13ACKSET MUST BE RADIUS MEASURED AT CEN- TERLINE OF STILE I ,� L� �PAXNOSE 74 22q. 1'Fr, '�•� S� r�}V, '1•l.s is.6 s,e .INe.6,3 ----� FLAT �' 1 4 " it '�< .r " '4 01 C 4)I7� R,I,,,�it��•�i.?,`'r1°y r '.r 179.0 Q.9Q 162,0 8EVEL y♦ R r thrryl ,►�r�+i1 "All A'n*M11 ty N 4 8Q87 BACKSET "A"g2 174 <. q 7/8' 1.47 ��J• '� f r � :Y � � •` ' 22.2 24,P v_ 41,4 LL��L5'�) "8.6 45.2 y j 2.25j r 38.1 +; 1, momVis. ti �{ llp I. SPecify QUANTITY. ' ''' �, , Ir 2. Specify CATALOG NO. with DASH N0. which identifies: FACEPLATE SHAPE M5185U FLAT ^— ,ACKSET 1451651S_ RADIIIq M 18525 BF.VEI -- 3 1'/q" L► t'.' ��,,�+ ;� ,1* ,.¢r �� e +}: MS1B515W RAD '�' r _ W E$ AL 4 1/^ _ t 1' r � '� r� .R 1. �,:• �1 ,11.E EXAMPLE: 852S-215-628 CYLINDER, CAM �.�'� r } •,t � w�, r�^ Y �'}'I�'til . ��� -- FINISH "T Al , # ,�;1• ,•� `•.•�, '�.a�-��, ., 5�H— S 62 SATIN ALUM Qs t '� 1s r 1 H or H 31-3--•-- --L ---- 16 AN or HR 'BRONZE'ANDD. 10 NO_ N H _ED•— 335 SLACK ANOD. ti.• .y�or"q• ,; ' '','., 'Arty Mt or rMiut fatt trceDt ScMNnpu„, RELATED HARDWARE & ACCESSORIES 1. Strikes, Page SW-7. 2. Cylinders. Page SW-97. 3. Cylinder Guard. Page SW 13. 4. Fxit Indicator. Page SW-15• 5. Two-point Lock. Page. SW-9. 6. Three-point Lock. Page SW-11, ? r, 7. 7750 Elp0ric Actuator, Pnge SW-12A. A and S Moilise Cylinder; Mortise Cylinders Mortise ylinder with Compression Ring 20-001w rM 64.t✓1 c 42�n�K-� Schlage mortise cylinders are threaded;olid brass pin tumbler units manufactured to precise specifications. Full face cylinders are provided with compression rings, Variable springs and spacers,with an adjustment range of',',a, to Y57.".Changing the type of cam makes this cylinder adaptable for various mortise locks and exit devices. 1-3/8" Blocking rings in Ileu of or in addition to compression rings may be required for some door thicknesses. Schlage mortise cylinders are available in '/e" incre- ments ranging from 1" to 1%11.(1" lengths are available for 5 pin units only.)Mortise cylinders over 21/4"are available on special order basis. To order apecify quantity,product number,finish,dimpnslon and key- ing requirements. �• �, ( YA� Note:To detem,ino the required cylinder length for normal installation calculate half the door thickness—less Y„"—plus the thickness of the compression rinq end/or escutcheon. Compression Ring 36-083 Adjustment range'he"—a/as" Standard Mortise Cylinders and Parts The 20-001 mortise cylinder,with compression ring And 8502-191 cam,is standard for most locking applications such as exit devices. 20.001 1'(Spin),1 Ye"-1 tYa" Std,w/Comp.Ring. Cam 26-021 1"($pin),1 Ye"-134" Std.w/No Ring, 8502-191 26.061• 1 Yi^-1 e/i" Holdback Cyl, 23-020 _ Interchangeable _ Core Unit. 20-091 1 Y:" -- I.Coro Cyl-w/Ring• 26.090 1 Y�" 1.Core Hsg and Ring ___ Lesc Core, "Specify door handing. -- — --- The 30-001 mortise cylinder,with compression ring and L583-254,is Schlage's standard for use with"L"series mortise locks. "L"Series Mortise Cylinders Cam L583-254 MINOR,,YINE1155,41 30-001 1" (f+pin),1 K"-134" Std.w/Comp.Ring. 30-021 1"(6 pin),1 Al-134" Std.Less Ring.— 30-004 Concealed Cyl. Refer to"L"section of catalog for full listing of"L"series cylinders,including int3rchangeable core units. Finishes:Standard& "L"cylinders,605,606,609,612, 613.616,620,622,625,626. I0� .... - �d�.u;+ ............. � date _ IL l4-K.p ARCHITECTS job. no. VAN LOM / E DWAR DS P N.W.First Ave.Suite 309 Portland, Oregon 97209 503/226-0590 A•I.A,, P.C. FAX (503) 2.73-8649 T0: . __Gz RE: Attn.: 1-5011, Lf,l-& ---_.._----__-- transmittal ❑ inspection ❑ phone ❑ memo ❑ conference ❑ �_�� ❑ --- --Cogme-m 5 E15_-G�nl�r r1-�3I�_ 1�/ J1nlL��c✓ S/Ty, PiA&&) via: by - —_ encl. _ r13125 SW Hall Blvd. ,�rCIT OF T I GARD Po Box 23397 7 .'ONIMIINI'IY DEVELOPMENT DEPARTMENT 7igard,Oregon 97M PLNCK/RECT # (503)639-4171 P E RM I T # Aje - /.3'.SOO��.1 UA'E ISSUED — JOB ADDRESS: t' r,y (: ,trx B.�" PAr11:ic law`s TAX MAP/LOTS//f� C-l7-OC>/G3 SUIT: LOT: LAND USE: �. VALUATION: Is, OWNER SPECIAL NOTES NAME: 'c caQP — REISSUE OF: _ ADDRESS: l'�ro��� LL_�U rc+r�.1r.� 120 LAST REISSUE: FLOOD PLAIN/ PHONE: n41- 33P'� SENSITIVE LAND: CONTRACTOR APPROVALS REQUIRED NAME: ►� * PLANNING: _ ADDRESS: ENGINEERING.- FIRE NGINEERING:FIRE DEPT: _ PHONE: OTHER: CONTR. BOARD #: EXP DATE: _ I-FEMS REQUIRED SUBCONTRACTORS: PLUM"- _ LIST/SUBCONTRACTORS: MECH: BUS TAX: ARCHZENGINEE CALCULATIONS: _ - NAME: —. ;.j( 11"kt t`C, yA,1,.1_L.6M Irc.: 'bZ17�� �.4.c�tt''L'' TRUSS DETAILS: (� ADDRESS: _,� A( �-,1 `�� S� rf ?,�� n1HER: PROPOF;ED BLDG.^USE: `'d COMMENTS: PERMIT # ACCT # DE;CRIPTION AMOUNT AMOUNT PD. BAL. DUE 123,4p�dL 1(.,)� 10-432 00 Building Permit Fees1,0-_9Y10 "5- cr, H'Li��2 r 10-431 00 Plumbing Permit Fees ,00 10-431 01 Mechanical Permit Fees en 10-230 01 State Building Tax (5%) Bldg '.2.v o— Plumb _1¢, 2S' Mech -1.00 10-433 00 Plans Check Fee Bldg Plumb z� Mech 29,00 10-230 06 Fire' - tP10- 30-202 00 Sewer Conncrtion (,'6� 30-444 00 Sewer Inspection 25-448-01 Traffic Impact (TIF) 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst. Dev Chrg (S S DC) —---- -- --- — 24-445-01 Water Ouality (Fee in lieu of) 24-445-02 Water Quantity (Fee in lieu of) 10TAL APP11CANT SIGNATURE Received By: `__— Date Received: nm/3581P.WPF l ----------------- -- OF TICARD RL,,'.CE'-'IPI OF PAYMENT RECEIPT NO, 90-206760 PJEaME AMOUNT s 1110.90 c SViAr I 'S MANAMIENT CORP CASH AMOUN7 J)DRESS : 1363--5 NW CORNELL RD POYMEN'r DATE s tl/14/90 PORTLAND. f'IR 97229— SLJSD T V I S.1 ON i 'l-JRPOEBE OF PAYMENT AMOUN'r PAID PURPOSE Of- ';:AYMENT AMOUNT PAID AN CHECK r--E 70 :FtJ AiI N I .1 NG CITY PLAZA sw�! •-s 10T'AL AMOUNT PAID W.90 CIATY 15300&1V I1Gth Avenue,King City,Oregon 91221 Phone:6,19.40"' C:OMMU111TY DF.VE1,01111FNT F,?P1,TCATI011 FOR BUILDING PERI4IT (Irstructicrs cn reverse) CATE�j - l 1.. 14711,7. OF A_PPLICoJlI: _E-.'� � I - ALDFFSS: 1rc FrhJ onI o NSri rnr �(r_ PorcT 0211 ADDRESS OF PROPOSED IMPR0VF2-U1T 11[,—' a r rr�l T'lI'~..��' lGl►JG r� �QG. g1201 2. TYPE. OF GiAI40E, 114PR0'JE1-uw OR C--;;i-i:UCTIn:l FOi2 F4I1ICiI FEFJ41T IS REWESTED, DESCRIBE FRIFFrY - A'PTAM IWO OOPIFS OF PI.A14S OR DFININGS OF PROPOSED FROJFrT:_j� ) -;1bnp�`,_ ,r,�.!p NAME AND ADDRESS OF 0D:1TF.A(,-TOR�[! _ F"HONE 140. _ _LICENSE 3. NEI M- BOR S WHO MAY EE AF'FECT'ED BY `I'H I S PROJECT WILL EE I4CrT I F I FI) BY THE C I,.'Y. `. AP-PLICANT OR HE!2/HIS REPRESE74•I'A'TIVE MUST BE PRP;SEIT AT T1IE FLUNING CCt41IS•;SION 1,FFT I Nr 14EXT HELD 01 REPRESF14TATIVES NN-12MME 140 -- (The Iirg city Flanninq Cccrissien fill consider cn1T those liplieations received at least fire (S)__day s p icr to a r.eetinq,) `�Ic:,4A'IVRE ____ �!M f�,r C� •=.��f.TlG9'`,---1f�`j-_I.�?Ml�.��3� -------_— APPLICA'TIM Fr,(:EIVED By c� ��- DATE___ APPLICABLE FF.F, RI)CEIVFD TOTAL c PLAI414I11G OU-24ISSI014 DECISIQ;: Approved—�_ DP!nied rYAMITION9 2.Fpleved alFlications, ate valid for sic lootths only Signaturom '`� i,r , 101E: Otfyon Bcecbuilders Lav requires that all Fersons sbo contract for fork on their residence be registered Pith the Fjilders Foard fhich fears ,be cootracter is bonded and insured on the job site. For your Frctecticn, to certain your ecntractor is registered if calling City Ball Fb: 679 4012. NOTE: A pr-rmil- nrtst alsn i— obtainrv:i from the City of Tigard Departrrrnt of Coiitr ni ty Deve 1 op --n t Yes_- A______ No CI'ri OF 'TIGAIV INSPi alf;:4_REPORT Tlje above listed project has been t!mpected and Approved T)eniecd 1''�t e Cotttrr_nts Signature (t ttfd��t9 yx�to.,-c pfcctJe nc!�uvr vrtc: (1) copy to FLng City) CD211 WALKER DILORETO/YOUNI , INC, CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-1025 PRINCIPALS ROBERT A. WALKER DALE J. DtLORETO STRUCTURAL_ CALCULATIONS WADE W. YOUNIE LICENSED P.E. FOR ARIZONA CALIFORNIA COLOAIIADO SHARI 'S RESTAURANT HAWIDAHO MONTANA NEVADA KING CITY, OREGON NEW MEXICO OREGON WASHINGTON NOVEMBER 7, 1990 p ROFFS' 1��G INE 13615 9l s OREGON O bey I6 1 "'o I DESIGN PARAMETERS: 1908 U.B.C. ROOF (Sloped ) . . . . . . . . . . .DL 19 psf (Flat ) . . . . . . . . . . . . .DL 15 psf LL 30 psf snow plus drifting OIND. . . . . . . . . . . . . . . . . . . .(30 MPH/EXP C SE.'SMIC. . . . . . . . . . . . . . . . .ZONE III MATLRIALS: CONCRETE. . . . .2500 psi a 29 DAYS REBAR. . . . . . . .fy = 60000 psi STEEL. . . . . . . .ASTM A36 SAWN LUMBER. .DOUGLAS FIR 42 (Bx8 DOUGLAS FIR 01 ) GLU-LAM. . . . . .24F-V4 SIMPLE SPAN 24F-VES CANTILEVER & CONTINUOUS SPAN CONTENTS: ROOF FRAMING. . . . . . . . . . . . . . . . . . I THRU 10 FOUNDATIONS. . . . . . . . . . . . . . . . . . 11 THRU 12 COLUMNS. . . . . . . . . . . . . . . . . . . . . . 13 LATERAL. . . . . . . . . . . . . . . . . . . . . . 14 THRU 16 FRONT ENTRY. . . . . . . . . . . . . . . . . . 19 REVISED INTERIOR BEAM LINE . . .20 THRU 21 ■C' a�� �:�. ace . WALKER/DILORETo/YOUNIE CONSULTING STRUCTURAL ENGINEERS INC. 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 JOb ... 503/223-0555 FAX 503/223-1025 PRINCIPALS C,,ia n t '.' - Job NO. Sheet_ N o, R LK A. ❑at0 s WALKER � By GALE J.DiLORETO i-7 1 l WADE W. YOONIE LICENSED P.E. •�i , - — � � f, ARIZONA CALIFORNIA I .� COLORADO HAWAII IDAHO MONTANA NEVADA NEW MEXICO OREGON WASHINGTON EG ' _ I •_ ! i t dolt .......... 0.4 I . r -7-d i D WALKER/DIL0RET0/Y0 CONSULTING STRUCTURAL ENGINEERS UNI ' INC. 215 S.W.HOOKER STREET,PORTLAND.OREGON 9720+ Job 503✓223-0555 FAX 503/223-1025 PRINCIPALS Clion� ' Job No. Shoat No. ROBERT A. WALKER meta- DALE __ �- DiLOR WADE W. YOUNIE _•-�}�I. 71 - LICENSED ... P.E. ... I A F1 IZONA I i - — �O T ... .o CALIFORNIA ni I - =-• • . HAWAIIIDAHO COLORADO i MONTANA I � NEVADA ' I NEW MEXICO _ OREGON WASHINGTON - - I a �8s�..;_ --' L,_ I .,� r f ;...._: low VAL _ i WALKER/DILORE-O/YOUNIE. INC, CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 Job 503/223-0555 FAX 503/223-1025 PRINCIPALS Client / � - JOIO No,_ ROBERT A. 1�` Sheet No.A/ WALKER I Date DALE J. I -J.._.Jy DiLORETO WADE W. _ y / 4r4�y YOUNIE LICENSED P.E. ARIZONA CALIFORNIACOLOR -�� , ' •....„ H WAIF IDAHO MONTANA YD I t NEVADA _. ^I �� _G ( _-j-•"I.._ -_.j...,�. .... NEW MEXICO OREGON —----- wAC,�INaTON I SFS41 tic.1� - WC �. _ 1 3 _ 1 - �z - _�_:. --f-I--f--j-- ;�;_--__L.�..:._..�.. " A067 �,eYso _�- _ _r_- wr w W w ll1 'JVALKER/DILORET-,'4;�.'fYOUNIE CONSULTING STRUCTURAL F_NGIN'ER," N�'• 215 S.W.HOOKER STREET,PORTLAND,ORES - ' r: --- _. _ =0 Job`- 503/223-0555 FAX 503/223.1025 _ , PRINCIPALS CII©ntY-__ No, ROBERT A. —{ Job �_� Sheet No. WALKER ,j-� Data? -7"�- DALEJ. x -L.- v .( eY- DiLORETO _j WADE W. ... YOUNIE ---* LICENSED P.E. ARIZONA .43 -74 4!. CALIFORNIAV COLORADO HAWAII J IDAHO � _ _- ... � �� ••L - MONTANA NEVADA {- _ NEW MEXICO ! OREGON WASHINGTON Ile • I� f 2 4 2 Z9 3�ti ,! moo_ _� L_C�2 o C1t — -- --•� �.n Af — ---�- f'I A • - � W'��-K /0ILOR CONSULTING STRUCTURAL ENGINEER ERS YOUNIEE, INC% 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 JOb ���•�--_-.'�'_ 503,'223.0555_ FAX 503/223-1025 PRINCIPALS ��'•+ ' Cllant ROJob No. WAALKELKE A. R ,1 .�;�; •; -_..L. _ Date Sflc�et No. DALE J. - I- 1...._.. Jic DiLORFro WADE W. -Y -�•• _�.- .�_ ...�. ,.._.. } .._I_'T �� YOUNIE uc ENSED P.E. 1 � Z .�'_ , I .'... ._T. ._�.. •�- .`� ARIZONA !! �l / - ��_ _�.._.. _. ...:_.-...�- -1 CALIFORNIA G G - I /_. I�Bc) �L'a i I i..."t --i• COLORADO ON f _ — .I HAWAII IDAHOMNTAN MONTANA t i NEW MEXICO e. 3 OREGON WASHINGTON - i-...«�......._, -74 � _ _,a�. -►, -�' -�-- ,�.gig .�,,.�� � - � -' 3...0.3` ✓��/d �. K — -- Q� _ __}'.�. �� 00. 2 •-`'7�- /GS�./,��a�?z3 :'�iv r'... .._ 3B_- •c Q _ � ey .� -� �: :; s WALKER/DILORETO/YOUNIE, INC. CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET, PORTLAND, ,OREGO_N_9-72_01 503/223-0555Job + FAX 503/223-1025 PRINCIPALS ?ec Client Job Nc ROBERTA. ----'— SheetNo. WALKER ❑O.9 DALE D4.0nuo J. WADE W. YOUNIE LICENSED P.E. ARIZONA ' - ._ _- •-_ ?_L S CALIFORNIA 1 + ' COLORADO — HAWAII IDAHO MONTANA NEVADA NEW MEXICO OREGON L. WASHINGTON • 11� � .�� Z/ .� _i lr . _� -(.rte , �'- � t G 3 41 00 00 to ''�1 - -- - + +. .r _ CIOWALKER/OlLoRETO CONSULTING STRUCTURAL ENGINEERS /yOUNIE• INC• 215 S.W,HOOKER STREET, PORTLAND,OREGON P7201 JOb � 503/223-0555 S FAX 503/223-1025 PRINCIPALS Glenn L • �.a_ o. --- Job No. ROBERTA. �"�— SheetNo. WALKER Date - �L DALE J. R I By —' DILOHETO WADE YOUN E - - _ i LICENSED P.E. ARIZONA _ 3 )Z _2 � f� {0 Z_'.5 �' '� -� -! �- I — _ CALIFORNIA 1 _ � Z COLORADO 41 I, HAWAII IDAHO _ I MONTANA NEVADA NEW MEXICO OREGON WASHINGTON 221 -- I 4 � "•c? 3 * - w rw i 'LIp WALKER/DILORETO/YOIJNIE, INC, CONSULTING STRUCTURAL ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,C',REGON 97201 Job _T�-� � S0=!223_055.5 =AX 503/223-1025 PRINCIPALS Client A .Job No. ROBERT A. --- Sheat No.� WALKER _j_ Date B DALE J. _ I 1. Y DiLORETO •.- =L_ � I WADE W. YOUNI - i I Ao LICENSED P.E. T f•.-.1 r. __I r ARIZONA 1_ fin. .__ .. __, w .j/. 5'_.".__ I CALIFORNIA COLORADO HAWAII 4,f 'I.I IDAHO -- MONTANA I + �.+•>• �a` !- NEVADA NEW MEXICO OREGON WASHINGTON �►� ?5/DO_�oGf 1— I`;� 7 s o �_ - 3 }121 ,� ILI8 , �,, m � -u � i3 / J1 A 1 r � �I _,1 WALKER/DILORETO CONSULTING STRUCTURAL ENGINEERS /1rUUN1E• INC. 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 -_-C'`•-�:--------- 503/223.0555 Job -- _ FAX 503/223-1J25 PRINCIPALS Client _--- - - RO©ERTA. _ _ Job Na--'-- Shea No. WALKER DBCH .$7 9(,s DALE J. I t r� I �_ I-� Oy DiLORETC _.:_..._... I r-� WADE W. YCUNIE LICENSED P.E. ARIZONA - CALIFORNIA COLORADO HAWAII I IDAHO - MONTA NA ('-{-- NEVADA NEW MEXICO OREGON WASHINGTON - - A. -703 _1- v if As • - I p WALKER/Dil. 115b,JV. U0 -Rl>/Y-UNIE, INC.CONSULTING STR � L ENGINEERS STREET,PORT -�-•-"�r,y'';----_,_ LAND,OREGON 97201 Job �� ° '.S503/223-0555 FAX 503/223.1025 PRINCIPALS Client -_. RoBERra. JobNo.___-_-�, Sf,aetrNo.1� WALKER DALE J. Jo [Date DiLORETO dy / - -'/�� _ _ �- WADE W. --- YOUNIE _- / I LICENSED P.E. ARIZONA CALIFORNIA COLORADO _1 i HAWAII l IDAHO MONTANA -� _ �-"' - I--T--- NEV,ADA NEW MEXICO _ OREGON WASHINGTON 7 r -f- rr. L J f WALKER/pILrGRETO/Y'OUNIE CONSULTING STRUCTURAL ENGINEERS NC. 215 S.W.HOQKCR STREET,PORTLAND,OREGON 97201 ,/� — 503/223.0555 FAX 503/223.1025 Job01 PRINCIPALS CH n Job No.___�_Q_(�__ RA. uheetlVo.L WALKER -I..._. t... Data_~�/ B WALKER � Y ;. -- --L_.. DALE J. DiLORETO WADE W. -•-a .� C /i(�/ �,�� % �-cJ/ �iyC i I •' YOUNIE _ i LICENSED P.E. I .'.. I ' } --�• _ .� ARI2.C`!A �t� Ps� zPS� zSDa 5 r� CALIFO oo __ n / DAHOI 271 �ol� �Irr BK 11 14 MONTANA Q NEVADA 2 �o� !iK tr /L N mil NEW Ic / /C ZOK Jzf, NEW MEXICO /� OREGON A- WASHINGTON .3 1316 cj /�rc 1 arl K // K r. -- 34./�,� %.• 18" i��t/ ��" 131/ � /Zn z7 I I?r/ 3Z /¢ 4alc /GIl/ 5f/3 old Z71c 13rt ;�(,t�• tr Bp 14 Z2r / n �s 4UrK /7;,7 S�}K /(�r� ZK Zfry �k Z3r, 3o k- u 41`` 1G" /gtl �( d 39 1$" 6Qr 1B'' (03" ZDlI 7S/s G,11" /0 /c�.. JW. --� - P_s�•w/ae _ I � I i IZ- 10L. z_ 74RA 1) ����• _,�i •"" 'M' 1 ��/ _SIS-[I. 1..• _`. t'.p ._..�-_r.T ��� ..� , i- ' - ---- --- - �-- u- =- � �. �J/!?toss)�/,L,., =�'�� r '• =� ti _�/.6 lv��Cs�)Yss� 4;' u- £14'f!1!'!?1 — -- "" � WA!-KER/DILO CONSULTING STFUCTURAL ENGINEERSuN�E• lNC, 215 S,W.HOOKER STREET,PORT LhND,OREGON 97201 503/223-0555 FAX 503/223-1025 PRINCIPALS cilent ;-•R.,r......... , ROBERT& .Job No. WALKER ;'}1?';.' ' :ik• __ pat��— sheet;No. DALE J. --�-� DiLORETO WADE W. YOUNIE _ LICENSED P.E. �- ARIZONA CALIFORNIA i COLORADO HAWAII --- i IDAHO _ MONTANA NEVADA NEW MEXICO I... OREGON WASHINGTON — _ 2 a , o ' — t _x I � lob s WALKER/L:>ij_DFRET'O/Y CONSULTING STRUCTURAL ENGINEERS ovN'E' SNC• 215 S.W.HOOKER STREET,PORTLAND,OREGON 97201 } - 503!223 Job .0555 _ - FAX 503/223-1025 PRINCIPALS Clien Job No. S RO©ERTA. F�e67r(�JO.�/L WALKER nate '77: 7-- DALE J. - -� - DiLORETO -- �..�., WADE W. I- YOUNIE -�Y 9�Gp�---f•. LICENSED P.E. ARIZONA - - 4 CALIFORNIA __ __ •_ - COLORADO IDII AI4O .`� c. 2 Q. d 1'e- MONTANA CMONTANA - O p IU��'0--r•- L_-I i f NEVADA NEW MExlco � I I-__►—_� i OREGON Ga%Sa _ Zq I�t- --1_ -4 WASHINGTON 4WASHINGTONi- •o 8. I _� ---- 2. I _ I' � i � [ 87�� 3 i - 36 21�z� ��\•i - - i 0- --fC► O_R O 4 WALKER/DILOFjETO CONSULTING STRUCTURAL ENGINEERS /YOVNIE, INC. 215 S.W.HOOKER STREET,PORT ------+••.--- _._ LAND,OREGON 97201 S y'; — 503/223-0555 FAX 503 Job 1223-102s PRINCIPALS -------Client --�_ ' ROB EAT A. JObNO.'_- Sheet rlo. WALKER - - _ - Date DALE J. _ BY-�� DiLORETO -- - WADE W. - YOUNIE LICENSED P.E. - ARIZONA - CAUFORNUCOLORADO HAWAII 1 Z. 'A �r�8_�.--�1•-✓15� I �_.-- ' MONTANAIDAH NEVADA � I NEW MEXICO OREGON - - WASHINGTON 8.0 Si I e- . I Ar- r, . J..7,3/7.Z.7 r�I r �lVALKER/DlL0FjET0/YOUNIE, INC CONSULTING STRUCTURAL ENGINEERS 215 S W.HOOKER STREET,PORTLAND,OREGON 97201 Job —- 503/223-0555 FAX 5031223-1025 PRINCIPALS CI'ent �„t Job No. ROBERTA. -iV - [Data C Iaat No. I7 Dat WALKER a .f DALE J. By DiLORETO WADE W. - YOUNIE LICENSED P.E. Aj- ARIZONA CALIFORNIA 7 COLORADO I Q HAWAII -' IDAHO MONTANA NEVADA NEW MEXICO " • J OREGON WASHINGTON - SYZ res ENGINEER WALKER/DILOHETO/YO CONSULTING STRUCTURAL_ S 201 UNIE INC• 215 S.W.HOOKER STREET,PORTLAND, -REGON 97 • -^ '�•�� 503/223-0555 Job FAX 503/223-1025 PRINCIPALS rs Job Client�'•' No. ROBERT A. - - Sheet NQ. g Z WALKERD ate DALE J. DiLORETO �- - WADE W. LICENSED RE. ARIZONA j �......I CALIFORNIA ---- i_ . .. ... . ..L.. ... ._. .L. COLORADO HAWAII IDAHO - ('- MONTANA NEVADA -r NEW MEXICO OREGON -- WASHINGTON T. I I I � - TI �� . -i WALKER/DILORETa/YOUNIE, INC. CONSULTING STRUCTURAL. ENGINEERS 215 S.W.HOOKER STREET,PORTLAND,OREGON 91201 503/223-0555 FAX 503,'223-1025 Job S4U(Z I Job No. _ Sheet No. 18 AL Client Date 7 PRINCIPALS ROBERT A. WALKER DALE J. Z DiLORETO -- WADE W. YOUNIE 0. LICENSED P.E. 00ot ARIZONA CALIFORNIA COLORADO VN HAWAII ui IDAHO MONTANA NEVADA NEW MEXICO OREGON WASHINGTON 00�117- 4 s, 117 s 7!� c; 16 1z. c c>cm elk ov I 9-c -7 ,t Irl e: w w w WALKERIDILORETO/YOUN0, INC, CONSULTING STRUCTURAL ENGINEERS =j 215'3.W.HOOKER STFcET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-1025 Jab �b ��� fS - - Job No. Sheet Na. 1833 �L Client Date 11 7 f5o By D J PRINCIPALS 44� 1" ROE3FRT A.WALKERDALE J. DtLORETO _ -- _ WADE W. YOUNIE — - LICENSED P.E. ',RIZONA - CALIFORNIA " COLORADO - - HAWAII IDAHO MON ANA B. t NEVADANEW MEXICO OREGON - WASHINGTON �— �— I I _ I ccm to cr �3 o II _ I I IT WALKER/CGiLC:)F EF C)/Y0UN1,E CONSULTING STRUCTURAL ENGINEERS 215S.W.HOOKER STREET.PORTLAND,OREGON 97201 Joo':_.� .�'L - -� 503/223pi55 FAX 503/2'13-1025 PRINCIPALS Client .--- __—_— --_-__-__---. Job NO. ROOERTA. Shoot0. N �r Z WALKER ..... -"'------- _ DALE J. - L-•--i.___' ._ ' DiLORETO V'ADE W. LICENSED P.E. ARIZONA CALIFORNIA v 11 COLORADO HAWAII (h IDAHOMONTANA NEVADA NEW MEXICO r ? �� I T •/�LS?J z OREGON - N t WASHINGTON ' _ {' c - '/ .�. _�.� -�'I-_.. ....... .. . �. . . .... I -�z)�est'/.��s • I , 722� �3:9�•' '� D WALKE8%DIL0FRaTp/yC> CONSJLTING STRUCTURAL ENGINEERS INC. 215 S.IYv.HOOKER STREET,PORTLAND,OREGON 9%201 Job j-f� 5031223.0555 a� FAX 503 S ` --- /223-1025 'q't'r tlJ,4'v�.. T:;••� PRINCIPALS Clip 1"�/,gnF(;o J Rn. • 1.• ,1 S 9etNo. WALKER ; � 1 •�.._ Dat© fay DALE J. �:.. DiLCRETO _ �......� .....J..- _WYOUN E ADE W. ___J__ M rl I �� _� L .__�... .•. ...... ....,. ., .�... _ 4 LICENSED P.E. . ... • � I I '. - ARIZONA CALIFORNIA 1 ••1 COLOAIRADO I �� _•1. . J .e ...r. j.. 1 i j IDAHO Imo' � ��L••-J----i......_F_ t 1 ' MONTANA NEVADAI I i• NEWWMEXICO IJ-._• _ �- OREGON J•• ..(.• _ WASHINGTON ^) ' it la =Zp �— x�• - �a.r �1.1.!ti � ��� .J.� .1�._ 3,4.2�i!��� .;• A N a� aw WAL..KER/DIL0RET0/Y`0UNIE, INC. CONSULTING; STRUCTURAL ENGINEERS 215 S.W_HOOKER STREET,PORTLAND,OREGON 97201 503/223-0555 FAX 503/223-1025 Job - t 1-►-1 I �- - - -- PRINCIPALS 1S2f3C N � Job No._ Sheet 3�Q 8 o. Z RU©ERT A. .._ ❑c7t@ WALKER BY �etl DALE J. DiLORETO WADE W YOUNIE LICENSED P.E. .� ! �rL i - ARIZONA CALIFORNIA I --- -- I J_.- i •I��{� ! +... - __ _ COLORADO HAWAII IDAHO _ �'-•,� 1.. _. ! I_ I - ••-- I_-..._._._- �_ ..� MONTANA _ _ �SCS �s NEVADA 3y / I� NEW MEXICO �' (• -,X'..G_('1 _ OREGON WASHINGTON I �Q"� ((��I!`-•�-1.�-��' ....Iii-L3.:�..-�Zi.'.. _ s -...� . 11 ._ i L. . •'�s�tircl 1 I m ._Piss _Nt ill 14 i-xs 4 '• 1 - r, t� M !! 1'omi a INTERIOR LIGHTING POWER Interior (a) (b) (c) (d) Lighting Power Density Floor Area Mulliply powerOccupancy Group Space Type— (W/sf) _ (sf) (c)by(cry Budget A DRINK114G & . 1 . 8 — 2 508 4 51 4_4 _I 1. Total Interior Lighting Power Budget (W). Add amounts in column(e) _ � 4 Interior (a) (b) (c) (d) (e) (f) Optional Control Credits Lighting 1_urrinaire Description: Lumin- From Quantity —(g) (h) (1) Q) Power _ Fixture afire Tab. of Quantity Lum. _Lamps Power 5a? Lumi• Multiply Control PAF with Multiply I.D. _ Ballasts (W) (YIN) naires (c)by(e) Code Value Controls (c)x(h) x(i) Columns(g) _ through 6)are Pp optional. 1! controls are usud, A � — 4 7 1, 32 1 5 0 4 enter the PAF --- - - -- — - value from Control R P c v ssP-d-I-n n Code Table below. I 14 1 -1�Q 5 7 W N 19 1033 If you have more "mss e d Ln- luminaire srcontrols or G 7 5�L1Q'-1�' f rlhenIJA 57W Id 21 1197 rooms than can fit — -- ------ on this form,We S u r f n rL�11 two or more forms together as shown - e rg} S a v i n 7 614 I1 4 - 304 below Identify each page by - circling the -- appropreate trle. —`1 2 a 2. Total columns(f)8 Q) 4088 - 3. Total Adjusted Lighting Power(W). Subtract 2 Q)from 2(f) 4088 P ---- -- — --- - 4. Does design meet target? Enter•Y"If line 3 is less than line 1. Otherwise,redesign. 1 Control w Daylight Sensing Code PAF Other Control Types Code PAF Code On!O f O 0.10 Programmable Timing P 0.15 Table Multi Stepped Dimming M 0.20 Lumen Maintenance L 010 Continuous Dimming --- I C 0_30 Occupancy Sensor S 0.30 t T orrn 51) �� 1 IN7'EFZ.IOR SWiTCHINCr & LUMINAIRE COUNT (a) (b) (c) (d) Count o1 Interior Non-exempted Luminaires and Control Type Note 1: Cneck it p yp space is under 400 stand has o N ?: co I.D. 1.D. 1.D. 1.D. 1.D. 1.D. 1.D. 1.D. I D. 1.D, 1.D. 1.D. I.U. individual local o m o a� o a, [ A )[ B 1 [C 1 [ 11 1 [ 1 I 1 I 1 [ 1 ( 1 ( 1 ( 1 [ J I 1 controls C c '0o -p a? ivS a� c a > a� � Code Code Code Code Code Code Code Code Code Code Code Code Code Note 2: Check if Room Number 5 ) 0 _" ,3 =' f 1 space is over 400 or Description V) V) sf and has - -'— - - -- _ controls to Lining 3 2 17 2 1 0 decrease lighting -- — power by one-half,white V e s t i b u t c 0 2 0 0 maintining partial _ lighting thoughout It en s 0 01 0 2 the space. -- - - Note 3: Check if W o m e n s 0 0 0 2 space has windows and has controls to turn of( fixtures nearest to windows. _ -- Column(e),enter _ the luminaire identification number. If -- -- - lighting control is used,enter the control code from Control Code Table below. -- - - If you have more luminaire opeslroutrols or _ rooms than can lit on this form,file two or more forms - - - !ogether as shown below. identify each page by circling the appropreate - — file 1A 1B 1C 2A 2B 2C 3A 36 3C 4A 4B 4C 1. Total luminaires 32 19 21 4 Control Daylight Sensing Code _Other Control Types Code Code On/011 O Programmable Timing P Table Multi-Slepped Dimming M Lumen Maintenance L Continuous Dimming C Occupancy Sensor S ' w Fc,rnr 5r ' EXTERIOR LIG T1ING Lighting 1. Length of building perimeter(ft) 286 Power -- — Budget 2. Total Exterior Lighting Power Bud-got(W). Multiply line 1 by 7.5 21 -45 Exterior (a) (b) Count of Exterior Non-exempted Luminaires Luminaire — count Automatic Lum. Lum. Lum. Lum. Lum. Lum. Lum. Lum. Type of Controls? I.D. I.D. I.D. I.D. I.D. I.D I.D. I.U. Exterior Lighting (Y/N)° (p ] { J ] (B ] { ) { ) { ) { ) { ) 'All exterior — tuminaires must have auromatic Y 2.2 12 4 -- controls 3. Total luminaires _ 22 12 4 7 Exterior (a) (b) Luminaire Description: (c) (d) (e) (t) Fixture Luminaire From j,•ghtirig , — Power Table 5a? Number Multiply Power Luminaire Lams I.D. _ Ballasts (W) (YIN) of Luminaires (c)by(e) Recessed Incndsnt D 75W R30 , 130V N/A 57W N 4 228 _ - Flood L J 7 W 1jPS _ �S�dard 70W N 12 1056 Tnrnrl cn 13 X3.1, 13-01W 57W N 4 228 4. Total Exterior Lighting Power(W). Total amounts in column(f) 1512 S. Does design meet target? Entnr'Y'it line 4 is less than line 2. Otherwise,redesign. Y Form 2a SUMMARY Project /�C,rr',i ItiesTuU1nuA 1. Project name 1�- For building agency use only eN 2. Project address .5-W'- W_,LVLC.14W Y. Building permit number re caTY --- --- 3. City i town Plan checked by L LY— 4. Building area(sf) q,-T �� Approved by New construction Notes and commonts: New addition Interior remodel Attached Compliance paths for new or alterations to Compliance path for new or altcratlons to lighting Forms exterior building envelope. Check only one: systems: Form 3a Ei Form 5a C,'ecx boxes to Prescriptive Path Interior Lighting Power indicated aform 3b Form 5b attached forms L_1 Component Performpoce Patr, Interior Switching and luminaire Count Compliance path for now or alterations to HVAC Form 5c and plumbing systems- Exterior Lighting rrySSyyststorm 4a �J ems Other (a) - I (b) Docu- #of Pages Description of Document ments Enter all ) supporting W G �. �`V J 1 /1(�/Yf✓IG I V/G I l.1 e_I calculations,res; I reports and `tf,3mq " n I � A G 4 e4 C Applicant1 .g Name of applicant 8. Firm company t�tT7i;tr�Fctic 1! 16. Representing p � 9.�T-ieghnne number 7. Signature ( 10. (1,3te � � . ll-R-9Q i Form 3b - Page I COMPONENTPERFORMANCE PATH Building F. Roof/ceiling ,area(sf) --- Areas 3 16 2. Opaque roof area(sf) 3. Divide line 2 by line 1 J 4. Skylight area (sf) O 5. Divide line 4 by line 1 6. Wall area (sf) a 10 7. Opaque wall area(sf) 63 8. Dividu line 7 by line 6 U I 9. Door area (sl) -�� C, 10. Divide line 9 by line 6 U 4� 111. Glazing area(sf) 12. Divide line 11 by line 6 Actual uo - walls [13. Opaque wa I Ri I I 3 14. Divide line 8 by line 13 0 S _ Rt- Total Thermal 115. Door Rt S�' 16. Divide line 10 by line 15 Resistance. The sum of the -- - resistance for all of 17. Glazing U-Value �/ 18. Multiply line 17 by Line 12 I I the individual assepmblynts of the 19. Actual Uo walls. Add line 14, line 16 and line 18 Actual 20. Wall Mass (lbs sgft) S>`E 0T - Arra(e1Mleft, r Walls 21. TDEa(from the Code,Table 53-D) 6. ' 22. Multiply line 21 by line 14 _ Feautred for 23. Climate Station(from the Code, 1 mechanically Table 53-A) cooled building 24. Solar Factor(from the Code. only. Table 53_4)_ t 33, 25. Glazing Shading Coefficient26. Multiply values in three lines. Une24 by e 25 by line 12 27. Summer Design Tempp,ature (,rom the Cude. Table 53 A) QS 28. AT Subtract 72 from line 27 29. Multiply line 28 by line 18 130. Actual OTTV -walls. Add line 22, litre 26 and line 29 Actual U - Roof/ 31. Opaque roof/ceiling Rt -� �-� I 32. DIS i,'q line 3 by line 31 o Ceiling 33. Skylight IJ-Value _2l1 l ' 4 04. Multiply line 32 by Line 5 U 35. Actual Uo- roof/ceiling. Add line 32 and line 34 I U 3 - Envelope 31ab-on-Grade f ertmoter insulation installed with minimum total distance Floor of 24 inches per 011 Code. Section 5303(d) yrgL.-Rai,� 'I 7-po Enter the refearent:6 Air Leakage Manufactured dears and windows are certified, and building to plans and joints are sealed per the Code. Section 5303(e) lS tti specifications - Vapo,barrier material is rated at one perm or less, and 5SrE CTI OV-1 S '-t l(a Moisture Control installed per the the Code. Section 5303(f) __ Q�lb '7l 9,o Form 3b - Page Z COMPONENT PERFORMANCE PATH Compli- (a) - - (b) anee _ ^vW Compliance Criteria _Actual JEnter compliance Maximum Uo � criteria valua.s Walls from the Code, Maximum OTTV' Table 53-A in -- J column(a). Roof/Ceiling Maximum Uo 0 C' (� Enter your actual Floor over Maximum Uo 0.08 values in column Unheated Space _ ibl. Unheated TMininurn 'Required for Slab on Grade slab mechanic, -Value Heated cooled building slab only. 36. Does design meet target? Enter'Y"if all the components meet the criteria. Otherwise redesign. —__ -- Notes and --� Comments – -- ---- —-- I Worksheet 3d AVERAGE THERMAL VALUES M.zing (a) (b) (C) (d) Values Area Multiply Shading Multiply Glazing Type (sq. ft.) U-Value (b)by(c) Coef'icient' (b) by(e)' For / v mechanical4 ��r l �o oC l F,-(,m cooled budding II only �frh�n 5�+�1LrlL'Y/ �L=- ��1.1� /?Ci/ `/ YY �/� 6 �' 04..5 1��•�`� ll Fr�Gr1 J�1Gi(lP ! L 1. Total columns(b). (G) & (f) 7 <-O 2. Average thermal transmittance. Divide 2(d) by (b) •/ (, Check box to 3. Average shading coefticient. Divide (f) by (b) w, r show source for ---- -- --- _ J U-value and SC. From Table 3d From ASHRAE tables From test reports Wall (a) (b) �-� (c) (d) Values Area Divide Wall Type (sq. ft.) _Rt Value (b) by(c) Total thermal _ y � ) c� Resistance(Rt) �•Ic l P/r cy �y-GII�C� WG �,. p �/. 6 C7 s the sum of the resistance for all ,( 1 of thr individual components of 1 7 l the assembly. (J„f 0 S(,r 4 � N C✓P T�'- 7 �`- � � � �3-�• S 4. Total columns(b) & (d) G 3 I C) qq Check box to 5. Average Rt Divide 4(b) by 4 (d) show source for --- - — I Rt value. From worksheets 3a I J From test reports �nk From ASHRAE methods Roof (a) (b) (c) (d) Values Area Divide Roof Type (sq. ft.) Rt Value (b)by(c) F)ct4- -�IX)F& it"fec kc,0-1 (CW, 0'0 36- S,3 ! 6Lt. C;,9 - 6. Total columns(b) & (d) 7. Average Rt Divide 6(b) by 6 (d) � /2 Check box to (------ _ show source C From worksheets 3b From test reports From ASHRAE methods of Rt value. LON o nei Worksheets 3-15 Form 4a - Page 1 SYSTEMS Cooling (a) "�-- (b) (c) —----- (d) with Exceptions: (from the Code, Section 530--(a) 1) Outdoor Cooling with Less thar Less than Heat Air Fan System Fan System Uutdoor Air? 5,000 ctm? 134 Mbh? Recovery? Others 1.D, Description (Y/N) (Y/N) (Y/N) (Y/N) Each len system PAGKArm -R.eesk+rae Ae- -- shall be designed A, to use outdoor air - f.ar cooling. Sae instructions for A _3� systems exempt f�L I from these requirements. I Simultane- Requirements Reference to Plans ous Type of System (from the Code, Section 5304(a)4) and Specifications Heating and Multiple Zone with Supplied air is automatically reset to the warmest temperature Cooling Reheat' possible A See instructions Single Zone Reheat and cooling is automatically sequenced. for systems exempt with Reheat from these Dual-duct 3 Multizone Cold(and hot)deck supply air is automatically reset to the requirements. warmest(and coolest)temperature possible A All Systems Supplied air is automatically reset to the coolest temperature with Recool' possible KA, vConcurrent Heat and For concurrent operation to a space,heating and cooling is Cooling automatically sequenced and heating is limited A Equipment( - ----Perform- Type of Equipment Requirements Reference to Plans ance (from the Code, Section 5304) and Specifications Mechanical Ventilation Provided with a readily accessable shut-oft to each Il 15�5b System mechanical ventilation system Unitary AC and Efficiency rating in accordance with the Code.Table 53-E s 4 Heat Pump - I Water Chilling Efficiency rating in accordance with the Code,Table 53-F Pachages Water Cooled Heat Pump Efficiency rating in accordance with the Code,Table 53-G � 1 Package Terminal AC and Heat Pump Efficiency rating in accordance with the Code, Table 53 H Heat Operated Efficiency rating In accordance with the Code,Table 53-1 Cooling Equipment —_ Boilers Efficiency rating in accordance with the Code,Table 53-J MA Furnaces, Unit ENiciency rating in accordance with the Code,Table 53-J Heaters, Duct Heaters _ - All Heat pumps Equippers with controls to prevent heater to operate when the heating load can be met by the compressor only A ,aear i i Form 4a - Page 2 SYSTEMS Duct Requirements Reference to Plans Insulation Duct System Duct Location (from the Code, Section 5304(c)) and Specifications Heating zone in On roof or R-6.3 with a vapor and weatherproof barrier healing degree on exterior of bldg �la days(HOD): Attics,garages, I =below 43)0R-4.2 with a vapor and weatherproof barrier 2=4501 to 8000 Cooling and crawl space System In walls,within VN'L.4?1SZSD 3=over 8001 R-4.2 with a vapor and weatherproe`barrier i aces _ 15680 See Table 53-K. Concrete slab or R-4 or better from the Code, for under ground 1_ 9a other acceptable On roof or Zone 1: R-2.1, Zone 2: R-4.2, insulation types. on exterior of bldg Zone 3: R-6.3 vapor barrier. Attics,garages. Zone 1: R-2.1,Zones 2 and 3. R-4.2 Material with a Heating and crawl space r.4 A perm rating not System In walls,within Vt14-I S:SU exceeding 0.5 floor-ceiling spaces Zone 1: R-2.1,Zones 2 and 3: R-4.2 1 perm. Alllornts to Concrete slab or be sealed. R-4 or better L under ground System Requirements Reference to Plans Control Type (from the Code, Section 5306) and Specifications Thermostatic Temperature range, heating (55.75),cooling (70-85),and both heating IM A. Control and cooling (55.85)with up to 10 degrees between full heating i cooling ti$gSp Humidifier& Provided with controls to prevent new energy to be used between 30 to Dehumidifier 60 percent relative humidity A Temperature Thermostat for each HVAC system and floor �4 Zoning Setback and Setback and shutoff controls for each HVAC system. Dead band Shutoff thermostat for both heating and cooling system (68-75) mgr' Vv� Requirements Reference to Plans Piping and Type (from the lode, Section 530'- 5308) and Specifications Plumbing -- MechanicalThermally insulated in accordance with the Code, Section 530.7 �� Piping - Showei s Pi ovided with a flow-control device to prevent flow over 3 9Pm Lavatory Provided with devices to prevent fhtw ovor 0.5 gpm and outlet VK I&,VA-A temperature of 110 degrees.^ 1 S40>7 Circuiation Thermally insulated in accordance with the Code. Section 5308(c) M Z Sys_e,rn _ _ 17.5b fHeating Piping Thermally insulated 0 accordance with the Coda, Section 5308(c) 4 Iof titer Hot water temperature is adjustable and automatically regulated 54oa Hot Water Provided with n shut-off devise to ea0 hot water supply system; Vel Y, + System electric-switch,gas or oil-valve (-A mments naey+ Shari 's Restaurant Wall and Roof Thermal Values Wall 1: Insulated Frav , Wall Roof 2: Mechanical Well 5/8" gypsum wallboard .56 Ouilt-up roofing .33 2 x 6 @ 16" w/R-19 16. 15 Plywood sheathing .93 Plywood (1/2") .62 R-38 Batt on truss 32.34 Stucco .20 Air space .90 Interior air film .68 Suspended ceiling 1 .25 Exterior air film . 17 Interior : r film .61 Exterior air film . 17 Ctdl R 18.38 U-value .054 Total R 36.53 U-value .027 Wall 2: Insulated Concrete @ Berm 5/8" gypsum wallboard .56 8" concrete .64 R-8 rigid (1-3/4") 8.00 Berm 2.61 Interior air film .68 Total R 12.49 U-value .080 Wall 3: Uninsulated Concrete Stucco .2 12" concretes .96 Stucco .2 Interior air film .68 Exterior a'r film . 17 Total R 2.21 U value .452 Roof er1S ond Concrete Tile .08 Plywood sheathing (3/4") .93 2 x 8 @ 2.4 w/R-19 17.66 5/8" gypsum wallboard .56 1 x 4 wood .94 Interior air film .61 Exterior air film 17 Total -R 20.95 U-value .048 Shari 's Restaurant Shading coefficient adjustment to reflect effects of overhangs. y Walls wits, 4' overhangs, 5' high glass. 1 Correction factor based on portion of glass shaded compared with unshaded glas,;. For annual energy use, use "average" S.C. correction factors and times, i .e. September/March at mid-morning or mid-afternoon. East-West GlaLjj Correction Factor East glazing correction @ 9:00 a.m. March @ 9:00 = No, th_ = 19 _ = 0.098 (1989 ASHRAE Fundamentals 27.10) EPA 193 Sept. @ 9:00 = North = 20 = 0. 109 (1989 ASHRAE Fundamentals 27.10) Cast 184 Use average S.C. correction of 0. 104 SC = (0. 104) (0.8?) = O.U87 Solar angle at. 9:00 March/September = 34' (1985 ASHRAE r;,ndamentals 27.7) Tan 34° = .4 ; y = Z.70 ; 2. 70 = 54% of East glass shaded. J West glass the same for 3:00 p.m because of symmetry. East glazing - 180 sq. ft. West glazing = 60 sq. ft. Total = 240 sq. ft. 240 sq. ft. x 54% = 130 sq. ft. glazing with shading coefficient adjustment. r r ?=AALINIABL�-s" 0 Southeast-Southwest Glazing Correction Factor Southeast, glazing correction @ 10:00 a.m. March @ 10:00 = North ' = _23 = 0.097 (1985 ASHRAE Fundamentals 27.25) Southeast 237 Sept. @ 10:00 - North _ _ 24 _ = 0.105 (1985 ASHRAE Fundamentals 27.25) Southeast 228 Use ,average S.C. correction of 0.101 SC =•. (0- 101) (0.84) = 0.085 Solar angle at 10:00 March/September = 36° (1985 ASHRAE Fundamentals 27.7) Tan 36° = Z ; y = 2.91 ; 2.91 = 0.58 of Southeast glass shaded 4 5 Southwest glass the same for 3:00 p.r. because of symmetry. Southeast glazing = 150 sq. ft. Southwest glazing = 180 sq. ft. Total = 330 sq. ft. 330 sq. ft. x 580 - 191 sq. ft. glazing with shading coefficient adjustment. Glazing Summary Total Glazing: 750 s.f. 191 square feet at Shading Coefficient of .095 130 square feet at Shading Coefficient of .037 429 square feet at Shading Coefficient of .840 Shari 's Restaurant Weighted Average TDEQ Calculations Weights of Construction Assemblies: Wall 1: Insulated frame wall . Weight: < 25 lb./sq. ft. TDEQ., 44 Mall 2: 8" concrete, insulated. Weight of concrete: 93 lb./sq. ft. TDEQ: 23 Wall 2: 12" concrete. Weight of concrete: 140 lb./sq. ft. TDEQ: 23 Opaque Type Area TDEQ A*TDEQ Wall 1 824 44 36256 Wall 2 367 23 8441 Wall 3 72 23 1656 Totals 1263 46353 Average TDEQ 36.70 s +� 18-18-1990 SIZE t NA[ YSIS Page 1 of I 13:42:48 1*11�li JOIS1 U11R411IRATI014 (E41801) --------•---- TJSizing 3.81 --------------------- Using TIBC Building Code ------- ------ For A/E Type of Sale --------- Roof (snow load area) Deflection Criteria Live Load Total Load Member Use............ JOIST Stress level........ 115% Roof L/246 L/180 Member Slope.... 8.256 / 12 Live Load.......... 38.8 psf Roof Slope.... 8.258 / 12 Dead Load.. ad—. 15.8 psfT, Glued Floor............... N Partition load,... 8.8 sf , I •��I Repetitive Member Use..... N Reinforced Overhangs...... N SPECIAL LOADS: L. Load Stress D. Load Width Starting point Add/Repl 0 1 SNOW(pst) 30/ 8 115% 18- 0,68 B- 8.88 from Lt Add M 2 CONC(lbs) 6 !1J% 208 8- 8.88 from Lt Add 11.1" T,113 1)XR r(ITST @ 30. 0" o/c ----------------- 18-16.68 IMPORTANT! The analysis presented below is output from software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current T!us Jcist Corporation materials and code accepted design values. Trus Joist Corporation Engineering has verified the analysis. The input load and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Maximum Design Allowable Control Shear(lb) 1483 1483 ( 2915 197% LEFT end Span 1 under 115% stress TOTAL load Moment(ft-lb) 6587 6587 ( 9896 152% MID Soan l under 115% stress TOTAL load Deflection(in) 0.295 ( 8.942 L/766 MID Span 1 under live Load criteria 6.473 ( 1.256 L/478 MID Span 1 under Total Load criteria Maximum Total Load Reaction(lb) 1483 1211 live load Reac�ion(!b) 1815 773 Assumed Bearing lenotF,notH(irl 2.50 2.58 Maximum Unbrared Lenoth(zn) 48 �� `s G A �7 �v 14,249 9 '�i 0AY40N M S rel Copyright TRUS JOIST COWRATIOM 1938. TIT and MICRO-LAM are registered trademarks of TRUS JOIST CORPORATION. I. _ 4. 1 4 ,,., I ..( rrn, inter rnrr`nr•+r'•n ww tar tri� �C 18-17-1998 SIZE: (Imr)l Y:iTS 16:86:12 Ik(IS J(11S1 (,0KV'UkAT:f.(.1M Page 1 ni ! (G-_X1881) Project Nile:—C"' -1 I ------------ TJSiiing 3.81 -------------------- Using UBC Building Code --- ------------ For A/E Type of Sale --------- Roof (snow load area) Deflection Criteria Live Lued Taal Luad Member Use............ JOIST Stress Level........ 1l5% Roof L/248 L/188 riE:bei Stupe.... 8.258 / 12 Live load......... 38.8 osf Roof Slope...... 8.258 / le Dead load......... 15.8 psi Glued Floor............... N Partition Load.... 8.8 psi Repetitive Member Use..... N Reinforced Overhangs...... N SPECIAL LOADS: L. Load Stress D. Load Width Startin! point Add/Real M I SHOW(osf) 301 6 115% 12- 8.88 8- 8,88 from Lt Add M 2 CONC(ibs) 8 1159 488 8- 6.88 from Lt Add c F'CS Of 1A" T '; T3;OX,R ,TOIST @ 41 . 0" c)/r_ ------------------------- ------------------------------------------------------------------------ IMPORTANT! The analysis presented below is output from software developed by Trus Joist Corporation. Allowable praduct values shown are in accordance with current Trus Joist Corporation materials and code accepted design values. Trus Joist Corporation Erigineerina has verified the analysis. The input load and dimensions have been provided by others and just be verified and approved for the specific application by the design professional for the project. Maximum Design Allowable Control Shear(lb) 2842 2842 ( 5838 285% LEFT end Span 1 under 115% stress TOTAL Load Moment(ft-lb) 16468 16466 ( 19792 120% MID Span I under 1159 stress TOTAL Load Deflection(in) 8.669 ( 1.388 L/467 MID Span 1 under Live Load criteria 1.899 ( 1.734 L/284 MID Span 1 under Total Load criteria ---------------- Span I Miriwve Total load Reaction(lb) 2842 2258 Live Load Reactinn(lb) 1853 1427 Assueed Bearing Leneth(in) 2.58 2.58 Maximum Unbraced Length(inl 43 `v 14,249 9 � OREGON 0 M, S GN���Q REC;EIVED ! „s 2 2 i6w I COMMUNITY DEVLPY,Y-Mfi tot Copyright TRUS JOIST CORPORATInN 1998. III and MICRO=LAM are registered trademarks of TRUS JOIST CORPORATION. t. . i t rf` ^ inter f•rrnr..r. . 9tA5 }948:J�98 SI%1O ,IMA 9 G0RF'0RF4TI0N Page 1 of 1 (E-X1881) Project Name: __ 111 A, -1 1 -115 1�n7. ------------ TJSizing 3.81 -------------------- Using UBC Building Code ---•------------- For A/E Type of Sale ------ Roof (snow load areal Deflection Criteria live Load Total Load Member Use............ JOIST Stress Level........ 115% Roof L/248 L/158 Member Slope.... 4.250 / 12 Live Lo,ld......... 38.e psf Roof Slope...... 8.258 / 12 Dead load......... 15.8 psf Glued Floor............... N Partition Load.... 8.8 Tsf Repetitive Member Use..... Y Reinforced Overhangs...... N SPECIAL LOADS: L. Load Stress D. load Width Starting point Add/Repl N 1 SHOW(psf) 38/ B 115% 19- 6.88 B- 8.88 from It Add N 2 CONC(lbs) 8 115% 248 6- 6.88 from Lt Add 18" TJT35nX" J(3TST @ 24. 9" o/c ' ----2---6- 8.-----88---- ' IMPORTANT! The analysis presented below is output iron software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation materials and code accepted design values. Trus Joist Corporation Engineering has verified the analysis. The input load and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Web stiffeners are required at bearing I Maximum Design Allowable Control Shear(lb) 1778 1778 ( 2915 165% LEFT end Span 1 under 115% stress TOTAL Load Moment(ft-lb) 18588 18588 ) 18292 9e% MTD Span I under 1151 stress TOTAL Load Deflection(in) 8.915 ( 1.388 1/341 MID Span l under live Laid criteria 1.395 ( 1.734 L/224 MID Spin 1 under Total toad criteria - - ------------ Span 1 �FQ PILO,; Maximum Total load Reaction(lb) 1778 1395 Live load Reaction(lb) 1219 926 1 249 '� �>• Assumed Bearing Length(in) 2.58 2.58 Maximum Unbraced Length(in) 37 (/^-- RNG � 10 40# Copyright TRUS JOIST CORPORATION 1998. fit and MICRO=LRM are registered trademarks of TRUS JOIST CORPORATION. t• I ,--... .r ,rnr rmct rf,,— •,•, 1B-17-1998 SiIlk` f1hlfll.YST;i Page 1 of 1 15:5y:39 I RLlS .101 f, l L,0I<1,0KAI'10 FI II � lE-X1881) Project Name: / t�11 { InTl - -- ------------ TJSixing 3.81 -------------------- Using UBC Building Code --------------- For A/E Type of Sale --------- Roof (snow load areal Deflection Criteria Live load Total Load Member Use............ JOIST Stress Level........ 115% Roof L/240 L/190 Member Slope.... 8.258 / 12 tive Load......... 38.8 psf Roof Slope...... 8.258 / 12 Dead load......... 15.8 psi Glued Floor............... N Partition Load.... 8.8 psi Repetitive Member Use..... Y Reinforced Overhangs...... N SPECIAL LOADS: l.. Load Stress D. Load Width Starting point Add/Rept N 1 SNOW(osf) 38/ 0 115% 20- 8.88 8- 0.88 from Lt Add N 2 f.ONC(lbs) 8 115% 228 28- 9.08 from Lt Add 18" T.TI3`:;0XR Jf1TST @ 24. 0" a/r. r---21; -A:@A---x IMPORTANT! The analysis presented below is output from software developed by Trus Joist Corporation. Allowable product values shown are in accordance witf current Trus Joist Corporation materials and code accepted design values. Trus Joist Corporation Engineering has verified the analysis. The input load and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Web stiffeners aie required at bearing 1 Maximum Design Allowable Control Shearllb) 1661 1667 ( 2915 175% LEFT end Span 1 under 115% stress TOTAL Load Moment(ft-lb) 18898 10898 ( 18292 1821 MID Span 1 under 115% stress TOTAL Load Deflection(in) 8.924 ( 1.388 L/338 MID Span 1 under Live Load criteria 1.368 ( 1.734 L/t29 MID Span 1 under Total load criteria ----- ----------- Span I Maximum Total load Reaction(lb) 1667 1493 Live load Reaction(lb) 1226 434 Assumed Bearing Length(in) 2.58 2.58 Maximum Unbraced Length(in) 39 •��'•� �,1 N ''�� w 14,24s -P OR?COti ti qL�O k 21).A W4 M. S C,Hv4' /L�/ll���p Ia. Copyright TRUS JOIST CORPORATION 1998. III and MICRO=IAM are registered trademarks of TRUS JOIST CORPORATION. WmwUILWWSALMTUILXITW�1111�0 'P,Ms 18-17-1998 SIZE. ANAL-YSIS Page I of 1 15:52:29 '1RLIS ,101:11 CGlv6l0RATI0FI (E41881) Project Name: _ I "1 I f� �UOP 1.- —...-- ------------ TJSizing 3.81 ------------------- Using UBC Building CodeFor A/E Type of Sale --------- Roof (snow load area) Deflection Criteria Live load Total Load Member Use........,.,. JOIST Stress Level........ 115% Roof L/248 L/188 Member Slope.... 6.258 / 12 Live Load......... 38.8 psi Roof Slope...... 8.258 / 12 Dead Load......... 15.8 psi Blued Floor............... N Partition Load.... 8.8 psi Repetitive Member Use..... N Reinforced Overhangs...... N SPECIAL LORDS: L. load Stress D. Load Width Startina point Add/Reol I 1 SNOW(osi) 38/ 6 115% 18- 8.88 8- 8.88 from 1,t Add N 2 CONC(lbs) 6 115% 488 7- 6.88 from Lt Add F'cs of 10" TJI350XR JOIST @ 37. H" o/c, V -96:1.-H---= IMPORTANT! The analysis presented below is output from software developed by Trus Joist Corporation. Allowable product values shown are in accordance with current Trus Joist Corporation materials and code accepted design values. Trus Joist Corporation Engineering has verified the analysis. The irput load and dimensions have been provided by others and must be verified and aooroved for the specific application by the design professional for tho project. Maximum Design Allowable Control Shear(lb) 2611 ?fill ' ( 5838 2231 LEFT end Span I under 115% stress TOTAL Load Moment(ft-lb) 14768 14788 ( 19192 134% MID Span I under 115% stress TOTAL Load Deflectionlin) 8.612 ( 1.388 L/518 MID Span I under Live Load criteria 8.994 ( 1.734 L/314 MID Span 1 under Total Load criteria ---------------- Spin I Maximum Total Lnad Reaction0 b) 2611 2819 live Load Reaction0 b) 1693 1338 Assumed Bearing lengthlin) 2.58 2.58 rhh Maximum Unbraced tength(in) 45 14,249 '•�9 ' RECON /\ y OV 29,Ag�� Q,Q S tel Copyrioht IRUS JOIST CORPORATION 1998. 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L I ryi oa I � c °rcu ^10I, 26 i J y o , 0 0 3 al a a .i e Tjl. �` iov - - aa'7Ya �1au� � C-r •i u�r __ Al N P7 nl M m 1• c Y V Y C y 0 may\ ��"�'. � C N u C J N �VI Y Y C N J� q �Vy1 i Y26 W• W 0- loo 1-9-Ke 001-9-Ke(E05)VIFL6 HO'PtlL1ll,10d 'anuenV pig 3 S 1011 I I �l 'J f i rl O f aJ - -:4,,0 CL `l •4 SANDERSON SAFE I V SUPPLY Ola. 1101 a E-THIRD AVE. POnTLAND, OREGON M14 PHONE 1-603-23847M I I I I I I ( I I I I I I I iH I I l I I ` I i W M 1107 cmi I 1 / I M'oe.l Ul'UIEd ant I I / i i Y�kIMU4 I I I MuiMUM I� TI I I I I I I 1 I tI IWa 1 l I MINN IMUM6I I fi IN 111 cmi �IN Ito cmi I 1 MINIMUM I YAliM\IRI / I I \11 l� 1 Qf Wilt ) It IN 134-1I I I 1 I ) � MIIIIMUM Sim M —) f — YUIIMU4 DEPTH FIGURE 48l FIGURE 31 SECTION IV — SYSTEM DESIGN UL EX.3470 6.1.90 Page 4.15 NOZZLE PLACEMENT REQUIREMENTS(t;onlinued) GriddlelRange Protection The R-102 system uses the 1W Nozzle(Part No.56927)for all griddle/range protection.The nozzle tip is stamped with 5697.2 IW,indicating that this is a one-flow nozzle and must be counted Option 2: One 1N nozzle will protect a hazard with a elaximuc, as one flow number. length of 24 in.(61 cm)and a total hazard area which One IW nozzle will protect a hazard area which has a maximum does not exceed 3 sq.1l (26 m2).The nozzle must length of 46 in.(122 cm)and a total hazard area which does be centered 16 to 40 in.(46 to 102 cm)above the ol.t exceed 10 sq.It.(.9 m2),The nozzle must be located 10 v hazard surface and aimed directly down to the to 52 in.(25 to 127 cm)above the hazard surface.When using center as shown in Figure 45, this noule for griddlelrango protection,the nozzle must be posi- tioned anywhere along or within the perimaler of the maximum hazard area and angled to the center See Figure 34. ' uM lel M M atilt �\112A tml AAW VM MUI14M4 IS IN IB amt ✓ j `Y' I 1 t SANDEHSON .)At-V 1 U" JLV �. 1901 `i 1: rNIRI AVE PORTLAND )REQON 97214 PHONE` 1-51Xi-?, '.7"n W tN not.ml VUiMVM 1 1.M IR.cmi MWIMIIY / I MM Ittt.�l 1` ,�YMwuu _ 1 J! YI4MUM crmlue as �� � r yyf. l r 6°�yy� �N �q 9 � Ym � �2 Nm o • e C a E E �gd�A C �°'oRg lea a S 9 �ssrmumg G P �3QP E ;z g wok gE8 5 u A � P �' n I E K K ,gmU �� 56 °� a C"tpE v , gE s.on W n n ! g's�HnC 5 S ygm g$L?m ^es � IOm �P N ♦ Iu o� &b_P1gvs Esbgtlbp e} g 3 a5 � � uuF z A �sopr�n i'z Hal 1 rr C n ■p �' zx I 'Rq E tl ^ ��.��y�t Y G N �/cry■Q � 5 �N �b P 1@p, pOCOCOC F CCtltl KK� p °cCb E if W V CI Cm CM NN � b tk L CC yy tt m cG o `L �G $ SnC� M �C F q y e7' 5€ _E o '7aa R'i`o Ryga. IeY } W r 7 EY ,S�yr�g��,40•E� � F ��d� �' �•",a�E 16� � E� E I q EI w pW EO — EE 5 5 E Y wd ofE 1 I R R Iyp7 asP & i •`. � � se �� 9 J; „A dlv' R �R lE �� 5u3ia� i as .5i 9� izR3 } 6a a