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8330 SW HUNZIKER ROAD-4 3 v MSK v o � (.03 .S SCALE: ' APPROVED BY: DRAWN BY DATE: Y o y �� /��!3 REVISED 8330 SW Hunziker Street 1 of 7 DRAWING NUMBER 11 X 24 PAINTED ON N0.1000N CLlARP111NT A 3 If this notice appears clearer than the ducument, the document is of marginal quality. 3/4/97 W �I!II�IJIIII 11111 111111 I(�(�(��I(�I� II�III��►I�III� !I►IIII1IIIiI I(II!llt�(I(� I I(I(I(I�I�I(i t �II(I(� I(I(� I I(I(I(� 1 1 1 1 1 1 1 I ! ► I I I I ` INCH MAGE IN CHINA I I ( I I I I ! I I I I I I I (I IIIlIIIIII,(r Illlltllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIHIINIIIIIIII IIHIIIII illllllll IIIIIIIII IIIIIII(Illilllllllll(IIlIIII IIIIIIIII'�lullllllnnluu!linl�l�i!n�linlllllnlllllllllllllnl � , r. Illll nl nnlnn Ilnlllllllminnlnllllnllunlnnllnllnnllnllrlll!nnlllnlnnlllll!nulllnl JI i I ` J �A � 11A111r� �! `I S. ru. Qn�Ac / 11n 0 Jq- k'f�� .1 � ,1, Al y I T- /'1Pc- E rl O D r r rl 121' ', s T -. r i'�o --.Ore j - fl - - Log -- _. - � t 1 �go ; o �I'a /r7i 0 a ' 'N — _ _ - fos Vo 1� � I is J . �— --- a• I , I ✓ ` I'V 1! SCALE: 0 — 1 APPROVED BY:i DRAWN BY i <; �( DA E: �J L. REVISED 8330' SW Hunziker Street ,,>pr �\�� ' !� �o1ru`VCIr� Y d �� , �5c/' 2 o / / ' " � 02 RA G BER WIN ��UM i•X 24 PRINTED ON NO.100064 CLEARPRINT• 1 �A If this notice appears clearer than the. �/�/�� document, the document is of marginal quality. i A�IIIII+lllllll 1111111{1111► I IIIIIII�III�I I i111111�1�1�11 I�IIIII�IIIII I II (I!IIIIIiII I IIIIIII�II11► I II11111�11111 I INCH MADIN Emu SIR r I 11111111 11111(1 I VIII 11111!1 IIII�III I ► F E IN CHINA I I I I I InIIll 11111111111InIII11llIIIll11i1111il11111111111111 1IIIIiIII IIIIII11Ili1IIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII 1IIIIIII1IIl1111111111I11lIl111111111Ill 111111IIIIHIIIIIIIN111IIIIIfIIllllill II1111111 Illilll+!�iillllll 111111111111 i f 1111111' 111111111111111111111111111111111111111111111111111 C *j _11k ALL PLYWOOD SHALL CONFORM TO U.S PRODUCT STANDARD P.S. 1-74. NAILING SHALL A3 "� E BE AS INDICATED ON PLAN. GREENSTREET A3 r A3 SPECIAL CONDITIONS: , - • � _....__.................... ...� _. .....,� m_.. VIDE ADEQUATE THE CONTRACTOR SHALL PRO _..W...... ,•••••••. TE SHORING BRACING AND GLOVING IN ACCORDANCE WITH A R C H I TE C TU R E GL 5 f/8 X f 2 4 SOUND PRACTICE AND ALL NATIONAL, STATE ' ,..w_.................. r - - 4 I FlE , AND LOCAL CODES. CONTRACTOR TO VERIFY UIMENSI N N LS. OBTAIN APPROVAL 0 S OVAL PRIOR TO ALL K PRIOR TO START OF WORK. FIELD CHANGES, NOTIFY ENGINEER OF ANY DISCREPANCY R.O. Box s 2 � Y - 10 10 1 A3 G / \ LAKE OSWEGO, OR 9/'034 KEY 5.4 0 522 5 8 A3 503 o 6 Q 8 NOTES — -- --— C:0 / 1. 3/4' PLYWOOD W/ 8d AT 6" O.C. AT SUPPORTED r'ANEI. EDGES 8d AT 12' B 0 A . . X SUPPORTS. PROVIDE BLOCKING AT PANEL EDGES FIR. � � 2 O.C. AT INTERMEDIATE A3 x j T 8 FROM EAST AND WEST ENDS OF MEZZANINE. RANDY R. TOMIC I Li 2. PT. 4 X 12 LEDGER. f f LW(E G0. OREGON 3 �`C, ;:&A%, f G �i �� 7 3. TRUS JOIST 11 7/8" TJI/35C AT 16" O.C. WITH SIMPSON IT 3511-88 HANGER AT LEDGER. '� A3 1, qT OF - - ' - - � r - - _ 4. TSjX3X3/16 COLUMN ' GL 6 314x13.5 GL 6 3/4X13.5 i i ' I r _ 4 . f l 4 , ' i.._. . .._._.�. T GL 6 3 4x13.5 GL 5, " f 6 3 4x13.5 SIMPSON LSTA9 STRAP AT 6 -0 ' � , •, _ .•i. , O.C. ACROSS TJI FLOOR JOIST. � _ _ _ H ' =' <D6 , T T D A3 � - - - - - - C6 _ ' 6 r - - - - JI I= _ _ _ _ , A3 6. 12' X 3'-9" X 3'-9' FOOTING WITH (4) #5 EA. WAY. x 4 12 IM �r 4 4 cr ' � X n, • 11 7. 12" X 2'-9' X 2'-g' FOOTING WITH O #5 EA. WAY. ........ r- ....._.-,.__..._._-.... ._...__ ..._...._.. _ ....._.. - ...................... . ..........._........ -. J � y ..... -m».. �............................. 11 r' 8. SHEAR WALL WITH 1/2" PLYWOOD AND 8d AT 6 O.C. AT ALL PANEL EDGES AND 12' O.C. AT INTERMEDIATE SUPPORT BLOCK ALL PLYWOOD PANEL EDGES. : O :: �.... i 10. 12 X 18 X 2' 0' FOOTING WITH (2 4 X 1'-6". � CIiV OF TAR `„• B �f ! 0 I � ) Approved.......................................................... 1 A3 _ ...._ 11. SIMP OLD D " Condll:ansft Approved ..............•...........................t m- SON HD2A H OWN W/ 3/4 0 X 3 3/8 MIN. EMBEDMENT forr�nT ®WJ' #"' EXIST a-. _.w . RAWL-STUD ANCHOR AT CONCRETE FLOOR SLAB. SPECIAL INSPECTION �3 COLUMN ■ :, { REQUIRED. SeQtott6rto:f=otlor�. . _ . Attach.......... ......... ........,. M , w L I _ ... .. .... ... .... .... I .. ................,......' .. 12. 2 X 6 DF- 2 AT 16' O.C. Job Address. 3s� Sc�✓ _- i I ? # W/ SIMPSON U26 HANGER AT ' ...................._..... 3 8 G.L. A3444... .... ... _... ..., .... _ � . ............._. / BEAM. A3 i } ! � 11 i ...................... ...................... ..................,............................... ......... ......... ............ . �~- GENE3AL NOTED 1. CODE: UNIFORM BUILDING CODE, 1991 EDITION A i .................................. ........... ......,,..............._.. A3 2. LIVE LOADS: 50 PSF OFFICE (n ....._.......�......._._....__...�M___m__._..,...-...T ,._..._.,..._...�..-.._.....�...�...•.. .�:� PAR'PT10N: 20 rSF SEISMIC: ZONE 3 FLOOR FRAMING-PLAN- SOIL BEAKING 2000 PSF IN ACCORDANCE WITH BUILDING DESIGN DOCUMEN)'S 3. CONCRETE: FOUNDATIONS AND FLOOR SLABS: Fc = 3,000 PSI AT 28 DAYS; MAXIMUM SLUMP 3' PLUS OR MINUS 1' REINFORCING STEEL: DEFORMED BARS ASTM A-615 GRADE 60 (Fy = 60,000 PSI) UNLESS NOTED ON THE DRAWINGS. REFER TO ORIGINAL >= BUILDING PERMIT SET 4. METALS: BUP # 92-0346 ALL STRUCTURAL AND MISCELLANEOUS STEEL: ASTM A-36 (Fy = 36,000 PSI UNLESS NOTED OTHERWISE. TS COLUMN: ASTM A-500 GRADE "B" ( Fy = 46,000 PSI ) " 15' '-0ALL BOLTS: ASTM A-307 UNLESS 16 0 NOTED OTHERWISE. V � T WELDING: PER AWS STANDARCG. E70XX ELECTRODE AND BY CERTIFIED WELDERS. VAN a ACCESSIABLE ALL STEEL TO HAVE SHOP COr. OR TO BE GALVANIZED IF NOTED. ----- RA F' PARKING SIGNS . RA AP .• • r 10 ALL EXPOSED STEEL BELOW FINISH GRADE TO BE COATED WITH ASPHALTIC PAINT PRIOR TO 9ACKFILLING. STRUCTURAL STEEL FABRICATOR TO SUBMIT SHOP DRAWINGS TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION. 5. CARPENTRY: ALL NAILS TO BE COMMON NAILS. NO BOX NAILS ALLOWED. ALL NAPuIG TO BE IN ACCORDANCE WITH U.B.C. TABLE 25Q UNLESS NOTED OTHERWISE. LUMBER GRADES: JOIST: DF #2FB = 1250 PSI MINMUM. ALL LUMBER NOT NOTED ABOVE TO BE D.F. #2 OR BETTER. ALL WOOD IN PERMANENT CONTACT lMTH CONCRETE TO BE PRESSURE TREATED PRIOR TO START OF WORK. AFEA OF WOW MISCELLANEOUS STEEL HANGERS TO BE "8" SIMPSON OR APPROVED EQUAL. NAIL ALL HOLES WITH NAILS A y S SPECIFIED BY �„ MANUFACTURE UNLESS SHOWN OTHERWISE ON DRAWINGS. MACHINE BOLTS TO BE A-307; EXPANSION BOLTS INTO CONCRETE SHAL BE RAWL-STUDS. SPECIAL INSPECTION OF BOLT INSTALLATION IS REQUIRED AS SHOWN ON PLANS. 7. TRUSSES: ALL TRUSSES TO BE MANUFAC'T'URED BY TRUSS JOIST CORPORATION OR APPROVED EQUIVALENT. _ < TRUSS MANUFACTURER TO PROVIDE ALL REQUIRED BRIGGING AND BLOCKING BOTH PERMANENT AND TEMPORARY. SHOP DRAWINGS STAMPED BY A OREGON LICENSED ENGINEER, TO BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION. Luce Record FRAMING LUMBER: ' ALL GRADES SHALL CONFORM TO WWFA GRADING RULES FOR WESTERN LUMBEk — 1979 EDITION. ALL BOLT HEADS BEARING 09-28-93 AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. R ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 199 AT INSTALLATION I0-II-93 FOR ALL LUMBER. SIZE ADDRESS: GLU-LAMINATED WOOD MEMBERS: 8330 SW HUNZIKER STREET 1TGARD, OREGON GLU-LAMINATED WOOD BEAMS, KILN DRIED, INDUSTRIAL APPERANCE STRESS _ _ Fv = 1G5 PSI ) GLU-LAMS MUST BE OBTAINED FROM GRADE COMBINATION 24F V4 (Fb - 2400 PSI, AN APPROVED FABRICATOR. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. PRoJDGn 9322 PLYWOOD: sc� 116 BUILD NG PLAN FLOOR SHEATHING: 3 4' T&G "STURDIFLOOR' �� / SHEATHING SPAN INDEX 48/24 ��A�.Aa — 1/16" = 1'-0" CINTY MAP WALL SHEATHING: 1/2' CDX PLYWOOD W SPAN INDEXED 24 0 NTS / DE / 8330 SIN Hunziker Street AO 3 of 7 If This notice appe:u•s clearer Than the 3/4/97 document, the document is of marginal qualify• :..II�III+IIIA N ISI I�I�I+I�ItI�I I I�I�I�I�I�I;I�I I�I�I�ijl�l�i I� I�!jl�ljijl I I�I�I�I�IjI(I 'I I � I�I(I �Ijljl Ijl �l � l � ljijl �� (� I�I�I I� I�IjI �� I� I� I� �jF INCH MIWE IN CHINA r Z 3II3II ' EXISTING SIDEWALK ---- L GREENSTREF --EXISTING EXTERIOR A R C H I TE r'TU R E NcW STOREFRONTEXISTING LANDSCAPING EXISTING ENTRY WALL --- MATCH EXISTING A DOOR _ _ R.0. BOX 1792 LAKE OSWEGO, OR 97035 - = — - — — 503 0 0 2 r'L�rJ(i.:�D 6 8 4 5 23 I f✓e �i�CT'D �, � C CR I ,TRE W"SGRawep N 1" HIGH LETTERS ABOVE to -- Iq GQ DOOR TO READ "THIS DOOR . TOI,IIC ITO REMAIN UNLOCKEDDURING BUSINESS HOURS" Go, ORESDOFFICE OFFICEOFFICE r- RECEPTION ' OF O PeiFl ComoM COG OPEN TO N Flxn,REs RXIMS GENERAL NOTES ABOVE __.____. 15" X 15" PASS-THROUGH 1. INTERIOR PAR11TiON WINDOW WALL TO BE ALUMAX PARTITION nMRES N VERIFY HT. SYSTEMS W/ TEMPERED GLASS WHERE REQUIRED PER 1991 U.B.C. v w v e FILES S 2. INTERIOR PARTI'i10N WALLS TO BE 2 X 4 STUDS W/ 5/8" GYPSUM BOARD EA. SIDE W/ R•-11 INSULATION. In 3°DOOR 3 11'_8` - 15 -8 12'-0 1 2" 4'-2" 3°DOOR 3. PERIMETER WALLS TO I a - _ CM" Flnxn>RES I F.F. E .EV. VO.00' 2�-0" m COLING GYPSUM 60ARD EA. SIDE W/ R-19 INSULATION, EXTEND �, sttaF ucT —10 Flxnx:Es 3 -onTO UNDERSIDE OF STRUCTURE. COl1NlM • 38,AFF I a — Cot CLR. (J�Gn MWS AMW GRv v v +3° a 4. ELECTRICAL CONTRACTOR TO VERIFY WALL PLUG LOCATIONS GR WITH TENANT PRIOR TO INSTALLATION. 3 DOOR ( - N EXISTING TS �I TO COLING f1�RRG 3'_1" I 5. DIMENSIONS ARE TO CENTER LINE OF WALLS UNLESS COLUMN � IQ nxluws -- "' OTHERWISE NOTED. • 34 u� Tc COUNG — .a. RESTROOM s_ Flxnl�s To couNc EXIST- ►� '"" c nxnll:Es COLUMN 1 1/2" PIPE HANDRAIL 6. RESTROOM TO HAVE V.C.T. FLOORING W/ 6" -- nxnws "� _ a ® 36" ABOVE TREAD & RUBBER BASE. _I COUNIS • ACCOUNTING CLERICAL 'd' 1 1/2' FROM WALL o ------"- RESTROOM • GRAB 3 DEEM COPY a o ( TYP. ) A 7. RESTROOMS TO HAVE 4' HIGH PLASTIC LAMINATE W/ SELF- - - � BAR • �•, � 1/Y q v -v' MAIL N I EDGE WAINSCOT. --------- Y GRAB BAR a a 4Y CRAB BAR C7 +30 __--_---- , 11 ame, x 18 TRIADS - 11' '� RESTROOM #1 - APPLY ON SOUTH AND EAST WALLS • 1 1/2 •-a 19 RISERS - 8.94' _I RESTROOM , 2 - APPLY ON AND WEST WALLS I I I I �• �+ D.F. D 8. PROVIDE ARE BLOCKING L ING PER U-9-C. 2516 ( f ) 1, 2. a I I UP to NEW HAND WASH I STATION 1 1/2- PIPE HANDRAIL TOP OF WALL - - — I ® 36" ABOVE TREAD do I I I I 0 42" W/ PAINTED / 1 112- FROM WALL ( TYP. ) WOOD CAP4 - '-2 3 4" 7'-8 3 4" 8'-0� 10 -5 2 ' 1 2" 13'-6 1 " STAIRS 3' S" 6'-6" 3'-6 1/2". 18 TREADS = 11" _ 60'-5" 19 RISERS = 6.94" o Z "X3 X1/4 TS POST IN HALF WALL ° LEGEND _ W s O PARABOLT TO FLOOR (d)Other Building Facilities, f. Water fountains.on any floor where water U_ (L) fountains are provided,at least 30 percent,but in nacw less han one fountain, shall be accessible complying with Section 3109(1)•Land t least tone fountain shall SINGLE POLE SWITCH FIRST FLOOR PLAN be mounted at a standard height. i 1/4" = 1'-0" '° DUPLEX OUTLET EXIT SIGN a 3-WAY SWITCH ABOVE DOOR ([�w GF1 OUTLET Q II 2 X 4 PARABOLIC LENS �= FLOURESCENT LIGHT IP0 EN TO (� RECESSED INCANDESCENT LIGHT SECOND FLS AOR EXIT SIGN PER. U.B.C. 36' 36' -- GYP. 6�" 10 ,6• _ 42• CLG. Li GYP. CEILING E m ; J a ,G� FLOOD PLAN CLG. HT. 108.5'-v w 4' 48• ^ QEF. CLG. PLAN 60 issue Record GYP. BD. 09-30-93 0 42" `M 42• " GYP. GYP. 3s• . 12 3s• 36" 10-II-93 " BD. BD. 3 IMR , ♦ _Z . Z 19° lam r EXHAUSTLN PRAM: 9322 FAN i STAIR - SCw4 �RE. FLECTED CEILING PLAN E COI�PQO,1V-EAOL-AI 1/4 1 g 8330 SW Nunziker Street _ _ � v of 7 Al MIN. ._ . MAX. If this notice .Ippe.,rs Hearer than the document, .7/4/97 ocuent, thm W j e document is of marginal quality. � II � I� i �ill�I�i� i � i� i �I�ii i�i�►� I�i�l�iiI�l�i�i�i�i�i�ii�i�i�I�i�i�l , iii;!,i�►�i�iii�i�i�i�►�i�ill�i�I�ill�i�lll�i�i�i�iririlii�i�i�i�i�i�i(ir I�iti��►;i�ii� i �i�i�i�i� fl INCH I MADE M CHINA t � 1 1 ifl�i1111111►!I►►I►Iii!ii.!�!I!inl!Ii!lii!ilniilunl!�iilnnlnn iuilnu !ni�!!�!nnil!nil!iulinll!n!Iniiliiulnnl�nlln!!Ilnllnulinilnnlnlllnnlnnlnului!linimnlnii niilini iiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII!�iillllnilnul!nilnsil!II!Iuiillii!!ui'!I ................ PHASE 1 PHASE 1 � GREENSTREET ARCHITECTURE I I N 6.1 �-- WINDOW + ,�_ REF. 30 AFF P. O. ©o x 1792 LAKE OSWEGO, OR 97035 LUNCH ROOM SAMPLES ( CONFERENCE OFFICE LUNCH 503 o 684 a 5225 I OPEN TO c 1993 C? � TO COuNc � � � BELOW TO CEMJNc Flxnm I M CUM , TO CENJNG nX7LM . _ JJ FlXTURES � FlXTURES � kR . IOMIC �+ MICRO. CUMICRO.OVER ! 0v OVERcc., oRecoN C-" __ o SILL ® 36 AFF o - OF �� 3°PCKT UR.S o - - -C2 GENERAL NOTES N _ 4'-58 3 -6 4 1/2 9'-9 1/2" 11'-9 3/4 16'_2 1 2" DOOR 6'-8" 1. INTERIOR PARTITION WINDOW WALL TO BE ALUMAX PARTITION I� M M COUNG �` --4 SYSTEMS W/ TEMPERED GLASS WHERE REQUIRED PER 1991 U.B.C. I `� GUARD RAIL FlxT1S F.F. ELEV. 111.00' Fl � 2. INTERIOR PARTITION WALLS TO BE 2 X 4 STUDS W 5 8" � 42 / / GYPSUM BOARD EA. SIDE W/ R-11 INSULATION. » 3 OOR wt o o � 9 HALF WALL 42 o o SILL ® 0 1 1/2" PIPE HANDRAIL .3. PERIMETER WALLS TO BE 2 X 6 STUDS W/ 5/8- W/ PAINTED WOOD CAP GA 36" AFF ® 36" ABOVE TREtD do GYPSUM BOARD EA. SIDE W/ R-19 INSULATION, EXTEND FlREs w 1 1/2" FROM WALL ( TYP. ) TO UNDERSIDE OF STRUCTURE. mmm DN TO �° TO ax" 4. ELECTRICAL CONTRACTOR TO VERIFY WALL PLUG LOCATIONS i' FlxTul Flx ELEC. SUB TUREs F !TURE I WITH TENANT PRIOP, ?;� INSTALLATION. PANEL _ I w" 5. DIMENSIONS ARE TO CENTER LINE OF WALLS UNLESS - - - - - SUPERVISOR FlXuRTuRs MECH. o OTHERWISE NOTED. o � Ln HVAC HVAC18 TREADS • 11' I 6. RESTROOM TO HAVE V.C.T. FLOORING W/ 6" 19 RISERS - 6.94• RUBBER BASE. -STAIRS — 230 1 1/2' PIPE HANDRAIL Q 7. RESTROOM TO HAVE 4' HIGH PLASTIC LAMINATE W/ SELF- 18 TREADS = 11 0 0 36" ABOVE TREAD do EDGE WAINSCOT. 19 RISERS = 6.94" 1 1/2" FROM WALL ( TYP. ) RESTROOM3 - APPLY ON SOUTH AND WEST WALLS TOP OF WALL " 4'-'� 3 4" 9'-8 1 2" 6'-0 1 4" 30'-5" " 8. PROVIDE FIRE BLOCKING PER U.B.C. 2516 f 1 ® 42 W/ PAINTED 6 -6 -6 1/20/ ( ) � 2� WOOD CAP `-' 6C'-5' , 7k 16 v [ \, 9. SECOND FLOOR CEILING INSULATION TO BE R-19 BATT INSULATION U� r PHASE (-- JL; PHASE 1 r SECOND FLOOR PLAN » _ 1/4 - it—on LEGEND SINGLE POLE SWITCH Q SUSPENDED ACOUSTICAL DUPLEX OUTLET CEILING TILE o 3 3-WAY SWITCH qGn GFI 01!TLET O O O d ! 2 X 4 PARABOLIC LENS FLOURESCENT LIGHT O RECESSED INCANDESCENT LIGHT N I \1 O O O EXIT SIGN PER. U.B.C. GYP. CEILING — EXIT SIGN CLQ HT. - 19.6 :f�� ABOVE DOOR � 0 O O O O O O O O SECOND FL00P �. EXIT SIGN PLAN ABOVE DOOR 92EF. CL. PLAN OLnue Record GYP. BD. C 09-30-93 CLG. O -- GYP. BD. _ O DLG. pRa1wp 9322 —REFLECTED CEILING PLAN S01/4 ,C0r44R0.N-EA\[X-A2 8330 SW Hunziker Street 507 2 1; this notice a1)[wars clearer Ih;in the c!ocumeut, the document is of marginal gnalily. 3/4/97 �iII ; III � IIIIIII III! I1IjIIlllll II ;IIII1IIIII I illIIIII�IIIIIII IIIIIIi�lllll I IIII !jl�IIIII ! Illlill �lllll !I! Illill�lllll I Illllll�Illji I IIIIIII�IIIIi(I I (llll(IIIIIII IIIIIII�IIIIF NCH MADE IN CHINA INA cm 16A i iJ iS 124 X 1111I11111111IIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIII'I IIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111I111lIIIIIIIII:IIIIIIIIIIIIIIIIIII�Il�!' TA BLOCKING POP RIVET GREENSTREET AT ALL STRUT • 11 7/8 TJI/35C 0 16 L wAL 0/C / e1�s (NOTE 4) UNATTACHED WALL ONE WALL - �j FLOOR JOIST. ALIGN WITH BEARING STUD IN WALL. MAIN F'LW �NER OR / CROSS TEE ARCHITECTURE DOUBLE 2x6 TOP PLATE - W/ SIMPSON ST6224 AT SPLICES P.O. BOX 1792 PT 2x4 STUD LAKE oswEco, OR 97035 � 2x4 0 24" 0/C STUD WALL W/ 1/2" 0 EXPANSION j/ acousTICAL 503 0 684 v 5225 SOARE) PROVIDE '4' To 1' �CS1993 W/ 1/2" PLYWOOD SHEATHING ANCHORS 0 2'-O" 0/C s1=ac� �T ALL 1 " p ONE SIDE BELOW FLOOR. NAIL W/ /2 LY. SHEATHING, �- T"lE1'1BERS AT 2x6 0 16" 0/C BEARING WALL SEE FRAMING FLAN WALL ANGLE v�oslNG WALL � � W/ 5/8" GYP. BD. EA. SIDE W/ 8d 0 5" 0/C AT ALL PANEL RANDY R. TOI,IIC EDGES, 8d 0 12" 0/C AT INT. 8d NAILS 0 5" 0/C 5d WALLBOARD NAILS ® - SUPPORTSL __� .� - \ z tea. ISR. wlRe � 7" 0/C, BLOCK PANEL EDGES 1/2" Q1 THREADED STUD 0 TMP ' '�' or—. " I VERT. STRUT 7 12 GA. SPLAYED LAKE �, OREGON 2'-0' 0/C. FIELD WELD o LOCATION 5RACING WIRES I 1 /2 PLY. SHEATHING, (NOTE 1 4 2) PT 2x6 BOTTOM PLATE TO T.S. COLUMN. MAIN RUNNER o Q � OF O W/ 1/2" 0 EXPANSION PT 2x4 BOTTOM PLATE SEE FRAMING PLAN • 4vor- yy 1�2" EXPANSION 8d NAILS 0 5" OAC ANCHORS 0 4'-0" 0/C qN•HORS ® 2'-8" 0/C FLOOR SLAB EXIS71NG 6" CONC. t' - T.S. 3x3x3/16 COL �8- GR17°v8 TEE —•� o o� WALL SECTION WALL SECTION SECTION SECTION ," ,,_o" B in _ it-on 011 -L 1 1/2 = 1 _-o of SEISMIC CEILING DETAILS N.T.S. t ALL BRACING wNTES TO BE ATTACHED PARALLEL TO THE CObPOWw AND AT A MAXUM OF 45 TO THE PLANE OF CEILING 2 ALL BRACING WRES TO BE TAUT AAD TED BOTH ENDS WTM A MNM,I+A OF T W TUM (O.SA. RE-QLVES 3 TU2NS N 1 V2' OF RW ON SCHOOLS AND HOSPITALS) 3. RING NG NAILS SHALL BE INSTALLED AT ALL COMPC)NENT NTERSECTION5 WITH THE hORVONTAL STRUT AT UNATTACHED WALLS G.T}E HOWONTAL STRUT SHALL RUN COHTNl1OUS AT ALL P6*ETERS NOT TJI BLOCKING TJI BLOCKING POP RIVITED TO THE WALL ANG(E SIMF'SON LTT20B W/ 10d COMMONTJI FLOOR JOIST, TJI FLOOR JOIST 1.25 NAILS AND' 3/4" x3 3/8" EMBED. /—SEE FRAMING PLAN SEE FRAMING PLAN. RAWL–STUD ANCHOR 0 6'-0" 0/C. 316 U) SPECIAL INSPECTION REQUIRED. / + + + + _ L L1.5 » - "'• 5 BASE A 1/2"x9"x9" W 4 3/4" + _ [� + + RAWL STUD EXPANSION ANCHORS + + + GL 6 3/4'x13.5" / NON SHRINK GROUT �- T EXISTING 6" CONC. I ' FLOORSLAB >=7 I I GL 6 3/4"x13.5" i i �2� It 3/16x7"x8" W/ of N 3 " I 2 3/4- M _ I I �2� It 3/16x8 x1 -2 W 3/16 I _ » » / I 1 5/8 -6 7/8"x7" TJI FLOUR JOIST W/ SIMPSON HANGER, 3/16 I I 4 3/4 MP 3/16 I I » cV 11 7/8" TJI/35C:I T 3511-38 o 0 0 MANUF. TO PROVIDE WEB BLOCKING TS 3x3x3/16 COLUMN TS 3x3x3/16 COLUMN • Q WHERE REQUIRED. " O 1_ SEE PLAN PT 2x8 LEDGER, W 3/4' 00 3/8 EMBED BAWL-STUD ANCHORS 0 16" 0/C, STAGGERED. LEDGER DETAIL COLUMN CAP BEAM/COLUMN" _ CONNECTION TYPICAL FOOTINGF " " G1/2 nit-oilDIE 1/2 — 11-0" 1/2 — 1 o H 4 1 STRAP SIM. TO DETAIL "E" _ 2x6 DF #2 0 16" 0/C, TYP. W/ SIMPSON 2'-0" �/i 6 COL W/ BASE F26 HANGER, USE 4x6 DF #2 W/F46 TS '3x3x� PLA-IIE SIM. TO DETAIL H HANGER AT STRAPS, ALIGN W/ TJI N I I BENT #12 ga. x 2 SAWCUT EXISTING SLAB TJI BLOCKING 2x1 4 STRINGER W/ (2) 16d NAILS AT EACH WALL STUD BACKFILL WIN CRUSHED ROCK 204 STRINGER W/ (1) 2x6 EA SIDE. NAIL W/ 16d 0 I 12" 0/C TYP., STAGGERED I I DETAILS_ _ I N, SEE ATTACHED STRUCTURAL + R 114 x4"x5" laeue Record 12"x18"x2'-0" CONC. FTG. CALCULATION PACKAGE W/ (2) X14 x 1'-6 1 1 09-30-93 GL 3/8x12 PER 10-11-93 5 1/8" GL BEAM, SEE � FRAMING PLAN FRAMING PLAN I "C-4 o o o TS 3x3x3/16 COL W/ CAP, (2) 8d NAI,.S — SIM. TO DETAIL "F" EA. SIDE 12" 18" -- 2x8 LEDGER W/ (1) 3/4000 3/8" 3/16" EMBEDED RAWL-STUD A SECTION ANCHORS 0 2'-8" 0/C � PRDJEC7`. 9322 - J 112" _ SECTION STAIR SECTION SCI 114 1 Q K " „ _ B " SECTION 1/2 = , --0 1 = , -O lopM 11-001 — -_ 8330 SW Hunziker Street A3 6 of 7 If this notice appears clearer Ihan the 3/4 document, the document is of marginal quality. /97 I�II ► � I � I �I �I ! 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SCALE: I / p APPROVED BY: DRAWN BY A�R y DATE: ��/Z, �Z REVISED 8330 SW Hunziker Street 7 of 7 V 0 (jo� rooG DRAWING NUMBER If this notice appe:u•s clearer than the 3/4/97 document, the document is of marginal quality. 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'� I ..i �a �-��-.�.. i 4�,�< a. 4 yrj �, `� r r A` ` �' 4 .� fill CL'Yf CF'IC:ATT: 011- $ CITY OF TIGARD RE'RMIT #.. . . . . ..00CUPANCY. : . I Lxl.Jf-93-0287 COMMUNITY DEVELOPMENT DtPaRtIIAENT DATE 1 SSUED s 12/30/93 � 13125 WN Hall Blvd,Tigard,Oregon 97223.9199 (503)639-4171 i PARCEL z 2S 14►1 Es1C -Q►'. 'rrs2 CTT F ADDRE'SS. . . I 08330 SW HUN IKLh ST i SUB-DIVISION. . . . I ZONINS% I_p rOL.00K. . . . . . . . . . I I..UT. . . . . . . . . . . . . I CLASS OF' WORK. I NEW TYPE OF USC. . . :COM � OCCUPANCY GRP. 1132 j OCCUPANCY LOAD s TENANT NAME:. . . (DUAL LOCK SYSTLMS � Pem,arkcsl ""Wo- setory interior office for Dual Lock Systems inside a 100, ,r i'001 I cruirrete tilt-up building. I owners H 8. A CONSTRUCTION 14945 SW 72ND AVENUE I IIGARD OR 97224 Phone *f: 639-6148 i Contractors _.__:_..___.____ . ...... .. 1.1 & A LUNSTRUCTION COMPANY 14945 SW 72ND AVE: P. O. BOX 23755 1�YJ TIOARD OR 9`1023 Phone IRs 639-•6148 >G Reg #. . 1 01341 << CCCUpancy rjl` t:hc Above rf�ferencead buil.dinr, is hereby given, and rertifi ,c, they compliancy tjj4ti the Shite Of Oregon 93;ec, Alty Codes for the group, or^.cup. y, ,and u Le dere which the refs?rented hermit vias issueo. ;r RE DEPARTMENT � I INN /,f:'CTOR a OINGt FICIAL_ POST IN CONEP I CUUl1S PLACE t i r 5 1+�1 i INSPECTION NOME City of Tigard Building Departsnnt 13125 M Ball Blvd. Tigard, Oregon 97273 c Inspection Line (Roc-O-Phone)s 639-4175 Business Phones 639-4171 E t Inspections`_ Footing Plbg. Underelab Hoch. Rough-in Appr/Sdwlk Found. Plbq. Top Out ciao Line FINALS Post/Beam Struct. San. hewer Framing -Bldg. Post/Beam !loch. Rain Drain Insulation -Plumb. Plbq. Underfloor Water Line Gyp. Bd. -Nec!s. { f � Date Requested: --��/ -�' Time: AN__ PH s IAddressi ,��_3& ti - t' -' - I It - e' Y. i /elm ■ i Builder: - � THE FOLIAMINO OORRZC`r1nNS ARE REQUTAEDs e d -- G c-• Inspector `" �� -- --- Data —_APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE Call For Reinap. All a '. ;i :,r.r.''• , ,,. . 2- TNSPECTIfN Notic� City of Tigard Building Department s 13125 SR Ball Blvd. Yigas.d, Oregon 97223 Inspection Line (ROC-O-Phons)r 639-4175 Business Pho es -4171 Inspections _— looting Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plrg. Top Out Gas Line pxMkLt Post/Beam Struct. San. SOwor Framing ld Post/Beam Meeh. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Rech. S- �/ Date Aequestedt t Z'-1 O/�-/L1� Times Addresss �_ l c AL( \2 l`-ilA Permit #t „ �h dws Builders_ TBE FOLLOWING CORRECTIONS ARN REQUIREDs l dY ye, �� APis V'c- � / I Inspectors_ Dates1�- _L�__xPPROVED D'iSAPPR0V6D APPROVND SUBJECT To ABOVE 1 t Call For Ref.nap. alb. i Ww x, �� p Y,II^=' L '`'4r n .,.yq,ey�.g:-, .:�neq�•.•.,... ._ ._... ._.. . ... .-.,.,r.,..- ,_..,-_...R.-,.y.�..,.-..-.,r.-+Ma.v*y*m+�.r+'!tl�gat.�r+ ? q�,q��aT'WFC"w•�t. a'"""^.�--rw'e. 1 v- / PAIN vy TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 3,f6- q 6'?3 FIRE MARSHALS OFFICE (503) 526-2469 A'i POSTED: OCCVPAT {�� . ,�- G opt T r•�.� 5 CONTRACTOR _ �" r� __--ems 5 TY{LL-T) t-0 BLDG. PERMIT 0 PROJECT NAME _ PLAN REVIEW LOCATION JURISDICTION: 1= Be. 2= Dur 3= I:.C(' 4=\Ti 5 5= Tu. 6= Sh. 7= Wi. F= CC 9= WC 0= MC COVER SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL Fvming Separation Walls ❑ Sprinkler System Shtxft El Fire Dampers (Overhead/Underground) Alarm Sys met Hood' Extug Systems U Conference u Spray Booth Ceiling Cover Other a: A joy, 3 �+ i rl-)-kj l0 s -- } t I L, I I )��5 ((J•��Q�il c}tJ S Q� L"i gif t f, Dates Inspector. � 1 �,.� .1 / L) 0(Al+ r ; r 1 9 INSP$CTION Jif"fIC6 �n P Citi O: Tigard Building Depart ent i, 13125 M 9a1. Bled. Tigard, OIL " 97223 P Inspection Line (Rec-O-Phonate 639-4175 Business Phones 639-417!. a i Inspections_ - looting Plbg. Undersiab k%clh. Rough-in A s PPSdwlk/ Found. Plbg. Top Out pas Line �I1p1L—I) , l Post/Beam fi Btruct. San. Bower Post/Bea°° Meah, Rain Drain Insulation1raming -Bldg. Plumb ✓ �. Plbg. Underfloor Nater Zine Gyp. Bd. -Meeh. Date Requested,_ 1'1M1 1 ��..�VU PAlreses Femit #8 Builder=_ -- 11 TBZ FOLLOWING CORRECTIONS ARE REQUIRED, 1 t X s i Inspectors_ -- Date ! r —APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE ___Call For Reinsp. i 01 ii F. 4 , k. ry� TUALATIN VALLEY FIRE & RESCUE AND ~ �1J BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2469 POSTED: __ Ua�, 06K �'�IRT ► �`�0Ns OCCUPANT _ _ CONTRACTOR 1�9n) BLDG. PERMIT 0 PROJECT NAME `1 C� -6 �(& PLAN REVIEW 0 K i LOCATION C � �U N ' ►Kf/ �_ JURISDICTION: 1= Be. 2= Du. 3= ..C. 4 . 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL t SPC7 ,e1:.1 FOLLOW UP(REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls IE� Sprinkler System ❑ Shaft ❑ Fire Dampers ((Ove`headderground) j ❑ Alarm System ❑ Hood' Extng Systems ❑ Conference I ❑ Spray Booth 4iling�ve� ❑ Other 'T _� A t f - ; i r { } Date: Inspector! �� .t i IH�scrlota rtoTic$ -� City Of Tigssd Buildiirg Department 13125 811 gall Bled. Tigard, ocagon 9!223 - Inspection Line (Rec-O-Phone)e 639-4175/ Businens Phone: 639-4 71 Inspection:_ U.f(/ ►�i�I/�iY� .L� �C�// I C S/7h�j, ��1�7 Footing Plbq. Underelab Mach. R ugh-in �' Bppr/Sdwlk Found. Plbg. Top out Oar Line FINALt Post/Beam Struct. San. Sewer i Framng --Bld � q. Post/Beam Mech. Rain Drain Insulation -Plumb. U Plbg. Underfloor Mater Line gyp. Bd. D`te Requested: /�-7 �/ Time 11►N pK Addresrt `b 7LL.' Ll 2 I Lw 4 1 ,�� Permit #e -/�_Z�•S��V�w Duilderi TAE POLLOWING nORRECTIONS ARE REQUIRED: R -- 1 Now ri -3- Owe Inspectors _APPROVEC" "SAPPROVEb — APPROVEb SUBJECT TO ABOVE Call For Reinep. ..r. ,... F ' 1 , INSPECTION NO City or Tigard Wilding Departwent 1y135 811 gall Blvd. Tigard. Oregon 9723 Inspection Line (iec-O-Phone)= 639-4175 Business Ph 639-4171 Inspection= Footing Plbq. Undorslab Mech. Rough-in Appr/Sdwlk Po9=nd. Plbg. Top Out Gas L!.ne FINAL= Post/Beam Struct. San. Sewer ' Prami.ig -Bldg. a Post/Beam Hoch, Rain Drain Insulataan _plums, , Pibg. Underrloor Nater Line ( Oyp- Bd� -Mech. Recluoated= 1.Z ( > Date --113 Add1_ re.. , �,n -4Lt Builder: ell (fP2k. le�;V(- ll(� THE FOLLOWING CORRECTIONS ARE REQUIRED= :i'• { r _ Y�S;t�w y4jtfYy! 4 ( b L} t tri jKtpl r a < 4 JWMJ Inspector/ _ _--- _—_` Uatn: LAPPROVED DISAPPROVRD APPROVRD BUB3RCP TO ABOVE --..--,Call For Rsinsp. i + r �l +3 ` �NSPECTIG�-NcYTICE City of Tigard Building Depardsent 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Ree-O-Phone): 639-4175 Buniness Phones 639-4171 Inspection: Tooting Plbg. Undorelab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL- . � Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain < Insulationi00"+ -Plumb. ' Plbg. Ut:dertloor Nater Line Oyp. Bd. -Meeh. Date Rsqueetedt (/ ( � l � _Tiwes AM \''"" pM Addreses ' ��(�' _ '� _ Permit #s f 7(W 3--0217 w Builders � V � THE FOLLOWING CORRECTIONS ARE REQUIREDs ` Inspector: / �—� Date t APPROVRD DISAPPROVED � 1:pPROVED BtlBJRC1' TO ABOVE 1 ' _—Call For Relnep. I ,�J INSPECTION NOTICE �p Citt of Tigard Building Depart,,, t jt 13125 .SN Ball Blvd. Tigard„ Oregon 97223' Inspection Line (Rec-O-Phones 639-4175 Business Phone: 639-4171 a Inspection: Footing Plbg. Underolabh. Rough-iiq Appr/Sdwlk Found. Plbg. Top out Gas Lind FINAL: Post/Beam Struct. San. Sewer naming J -Bldg. Post/Beam Mach, Rain Drain Insulation _Plumb, Plbg. Underfloor Nater LL n Gyp, Bd. -Hoch. Date Requested: / / Time: •---�Ll� PN Addreass A y1 •�L G l�I t�.i Permit �!jl G�.3 4 Builders y� 1 �1 Z THE FOLLOWING CORRECTIONS ARE REQUIRED, i Inepactor: Cats a ).PROVED DISAPPROVED --- APPROVED SUBJECT TO ABOVE Call For Rainsp. i .I IN6PE�ON NOTICE I City or Tigard Building 13125 811 Ball Blvd. Tigard, Grogan 97223 i I Inspection Line (ReC-G-Phone)i 639-4175 Business Phones 639-4171 i Inspections-__ 2 looting Plbg. Underelab Hoch. Rough-in Arpr/sdwlk f round. Plbg. Top Gut' Gas Line FINAL: r � ^BLS {^,K Post/Beam St.ruct. San. Sewer Framing 7• i i I Post/Beam Mesh• Rain Drain Insulation -Plumb. i Plbg. Underfloor Nater Line Gyp. ad. -Hoch. I Date Requestadt_ Z22, G///-�a—AM PN i l Address 3� �2 � Permit tt— _=2nN Builders THE FOLLOWING CORRECTIONS ARE REQUIRBDt I Date: pwc APPROVED DISAP['itOVED APPROVED SUBJECT TO ABOVE { I Call For Reinsp. w....:.-:,-:'nul+.rueM1r<".rurakttlrllS'�U"fi�i�i2�ii!gY,NI'•' SC ,.., ;.....:. WKNI c L.•x. kl oN4 {r YY77 , a � y � �hiS-y3 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 ■ November 9, 1993. 0 r' Greenstreet Architecture 17685 S.W. 65th, Suite 200 Lake Oswego, Oregon 97035 Re: Dual Lock Partition Systems 8330 S.W. Hunziker 609OA-157-001 +a Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those sections of the Unifcrm Building Code (UBC) and Uniform Mechanical Code (mc) specifically referencing the fire department, and other local ordinaroes and regulations . Plans are conditionally approved subject to Tigard Bui *lding Department requirements and the following items: 1 . The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles . UFC Sec. 10 .208 2 . Not .less than one (1) approved fire extinyuisher(s) with a rating of not Jess than (*) shall be provided for each (**) square foot of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building, shall not exceed 75 feet . UFC Sec. 10 .303 (*) 2A10B:C - Light and ordinary Hazard 4A10B:C - Extra Hazard (**) 3, 000 - Light Hazard 1, 500 - Ordinary Hazard 1, 000 - Extra Hazard "WorAing"Smoke Detectors Saye Lives 1. F S' � rr A k' Gre.enst.reet Arc;:itecture hw November 9, 1993 Page 2 N"A.''� Note: Where flammable or combustible liquids are � used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See i requirements in National Firc ProtPclinn Association - Standard 10-1 . 3 . Plans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to installation. UBC 302 (b) 4 . if a fire/evacuation alarm is required for this occupancy (ADA) , not less than 3 sets of plans for the installation shall be submitted to this office for approval prior to installation. Cut sheets of equipment and battery power calculations shall be included with submitted plans. An inspection, test, and approval of the system will be required by this office prior to occupan,7y. Approval of submitted plans is not an approval of omissions or oversights by this office or of non- compliance with any applicable regulations of local i� government . If I can to of any further assistance to you . please .feel free to contact me at 526-246 Sincerely, Bradley N. Wanamaker Deputy Fire Marshal , M , BNW:kw g cc: City of Tigard Building Department ✓ S: •.R'�: F, 4 w :1! 7CITY OF TIGARD 1�fE ;NAN 1 C F1L_ PEr2`yi 1'r, l PE:I�to1 ! #. . . . . . . COMMUNITY DEVELOPM:"JT DEPARTMENT 1 13125 8W Hail Blvd.Tlgsrd,Oregon 97223.6199 (503)030-4171 a l `' l=di:71)1�;�=.:�i::i. . k?!l)�,��>� :�'iW F•il..Jf�;;%�.h-',k�:l� CaT 31111-11 ZONING: x- r' -LASS or- +�Sl:JRI"'. . 0N4_-. v FLQUli F�lJFiN. . .. . � 1:.0W, COOL.ER::i: YPE OF USE:. . . . 1 GU!y; UN 11' FID4TE:FIS w VENT PANS. . . .-3 ')[wrIJF fl!VE;'1 ('.ir11'. ,. :11 �1{ �f� ra W/•(J 0f.'J �'!.. .- VEi`JT 5Y97 :.MSN sTORIE�S. . . . . . . . . : BUILERG/COMPRE:SSORS HOODS K . . . . . . . JEI_ TYC=1E1';..._.._._._._.._.... . . . .. 0-;? J'Ap, . . DOMLS. 11\1!.':.1 N.; 3-15 14P. . . . , ,: C:01011_.. I Nl':J N ; 1�EF'i.J Bi IJ `i, ?,fC HP. r3E DAMPERS,?. . . 30.-bVA HP. . W(.!MIS-FUVES. . . C:,ll ' 1'1tL:it. UrtL. . . M)RI I. HP. . . . (."l..''.1 ORY1-RS. . 11 N10. CIF l.)NI'r5__..___...... ._...... AIR HANDLING UhII TS OTi- R UNI r5. - 1 •!*U N ( 1.00111 Ll 'U a c. ( 101111110 r,F'm ,: URN >;--I 00K 13111: > 1.10000 c f 1n i•ntt�i,i ar" of f ic• e `or- li,.rea1 Loci-, Systems, iri 3,de 1.00' x iI° 7.17 _nnc:rpt t i 1 c ._�_tp 0o..r Idinrl. - ':)U(,a!_ LOC)'; ;Y l t:l"1'W; t �r2 Imre . yF an1; by riatc re CP'. !Yi30 SW !-IUNZ I'NKER PRVIT $ 71.. 5 l Jr-' i 1/LA3/9.3 G-'LGV $ 1 . F33 Jr: 11 /03/% `1(:Mf)f'ts,1 Or. 97�;2,4 �r='C: 1 ", . `5t] .1!= i /rh`r. �n hc1ne 1#, ant raC...t•a 11ERM l:G'NINOL., INC., 'r2 BOY 5006 ' :,""W!N CITY 014. 1)/0'it(_AkiM _._..._.._.._._.._ ..... ._ _.._.. __.......w......__...._•_.. I'i tie 9 21. 1)6 1'01,AL __. ._.._....._ RtC:(. UI RED INSPE.L."i J!J,_, _.. "ris perlit is issued subject to the regulations contained in tilt Gas Line Ins p 'kart Municipal Codes ~tate of (l+�e. Specialty Codes and all other Mec.Jhan-i c.,A l I n s;13 icabie laws. All work will be done in accordance with .-!eating Uri t I rr,F, _-��_. .__•_______.__ ,.»_. aved s•!ans. This pereit will expire if work is not started C;0 o J i.ng Unt J.n s p 16@ days of issuance, or if work is suspended for lore IR.1ct lr.spe ct i on days. misc. .lrl.,Frecl; ian 6=i n�'►J 1 r>�3 R e r:t; i.a n __._.......__,..._._..__.._---___._...r.... td Et. nr inspn,ctian 631) - /:1.75 :.h Y. City of Tigard MECHANICAL PERMIT Planck/Rec. #,- ju ` C� 13125 sw Hall Blvd. APPLICATION Permit # Tigard, OR 97223 (503) 639-4171 / escnp on S �' ! Gf N� Z �) G (j ` Table 3A Mechanical Code QTY PRICE AMT Job C,A Pt �0 1) Permit Fee -0- -0• 10.00 , Address MW 2) Supplemental Permit 3.00 ------Furnace 1) Ind. duds 8 vents 6.00 / ct umace + Owner 2) incl.ducts 6 vents 7.50 Mor Fumanoe 3) incl. vent 6.^� aqI buspended heater.walliiBA1Br (A R T / T) 4) or floor mounted heater 6.00 � Occupant e" riot incl.in /1 ✓t 5) appliance permit 3.00 P Repair of heating,reng. 6) cooling,absorption unit 6.00 or comp,neat pump,au co r h j 'vyy1 f dA r �+ /_y i/ C� 7) to 3 HP absorp unit to 100K B"'J 6.00 C''.`(l`n /1� 1 J Boiler or comp,beat pump,air condi. — Contractor _ 8) 3.15 HP absorp unit to 500K BTU 11.00 Boiler or comp,heat pump,air co . o6 G, 9) 15-30 HP absorp unit.5.1 mil BTU 15.00 rAw • °'N. Bollei or comp, eat pump,air cond.10) 3050 HP absorp unit 1.1.75 mil BTU 22.50 hereby ac ow a e readis application. a ie Boiler r comp,,heat pump,econ . _ information given is correct,that I am the owner or authorized agent 11) >50 HP absorp unit 1.75 mil BTU 31.50 of the owner,that plans submitted are in compliance with State Air an ing unit to — laws,that I am registered with the Construction Contractor's Board, 12) 10,000 CFM 4.50 fhet the number given is correct. (If exempt from State registration, Air handing unit please give reason below.) 13) 10,000 CTM+ 7.50 on p«E5re—-- 14) evaporate cooler 4.50 en ail n connec 15) to a single dud 3.00 Ventilation system no VWWUF� << l [t 16) Included in applianoe permit 4.50 �•_y�' -S < 17) mechanical exhaust 4.50 Vescribo work new yj addition U alteration repair mmercia or in stns to be done residential Q nal-rasidentla�'— 18) type incinerator 30.00 FAsting use o er i.e.,woodstove,water' building or property 19) heater,solar,dothes dryers,etc. 4.60 �t Proposed use of :�0) Gas piping one to four outlets 2.00 < building or property Type of fuel•oN Q natural gas�jJ LPG Q electric Q 21) More than 4-per outlet-- - PERMITS BECOME VOID IF WORK OR CONSTRUCTION Minimum Fe-3$25.00 —'SUBTOTAL AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCVARGE IF CONSTRUCTION OR WORK IS SUSPENDED OR -- ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL AFTER WORK IS COMMENCED. Special Conditions __ TOTAL _ 9; Date issued by wM:o�.vr 1yf1` i � 1 I. 1 1 i CITY (IF" `11.3F-1Fr;, RF'G.;F"I F ?' 111.� !`'AYMFcN 1 Fi!~GE]P 1NLI. a 5 i•••i'4"iE+4,°t. CHECK AMUUN1 a 9p. 96 NAME J 1'HF FIM CI:)N`TROL., INC CASH AMOLIAT a 0. 00 iADDRESS 29. 172 S. LARKIN KD PAYMENT' I)A11. s 11/03/93 REAVF'RCRCE'K, OR l..1Hl)IVI>IUN a 97004-- 1-lCJkPOSf-_' OF PAYMF-N 1' AMC)UM T F-!A l D PURPOSE OF PAYMENT' AMOUN'T' PAID MECHANICAL F IF' Min-,C93-0.30i.? 71» 50 I , BUILD PER �11.AN C.Ht,-,K 5J ;;RV 4 T _✓� 1 YTAL (4Mr.Urlr 1-,A11) –> 92. 96 { ;v n - I ,:w.: N vy cif INDPECTION NOTICE 6 of Tigard gard Building Depart maot - 13125 sN Ball Bled. Tigard t' Inspection Lina (ROC 639-6175 Business 97223' nota Phone: 639-6171 Inspections + , Footing.. <:_Z5=U.d--.1-b Mach. Rough-in Appr/Ddwlk Found. Plbg. Top Out ou Lina FINALS Post/Beam etruat. Dan. Bawer Frsm!nq -Bldg. m j Post/BeaMach. Rain Drain � r Insulation -Plumb. Plbg. Underfloor Nater Line Oyp. Bd. -Hoch. Date Re4nestodt rGlj �� I f - _ (1 (/ Timet �_� Address t_7)`j .._! I-1(,l �� Permd it t t�/ 1 r. Builders TM F=OWINtl OORRiCTIONB ARS REQUIRRDt ------------- p t ��_ Inspectors Data 1 PROM DIDAPPR.OVED APPROVED DUBJRCT TO� ABpya, PP Call for Rainsp. �i 9 A 11 lrr i .. 111wi A r Y CITY CSF TIGA�D I COMMUNITY DEVELOPMENT DEPARTMENT 13125 AW Hall Blvd.Tigard,Oregon 97223.9199 (503)939-4171 i _..1jMF3 I;`Jig a-,E RM I`i• t _ I); 'k ) 3GUED.- 10114/'� n �ny I)I V I S I is N. . . . . L LjN I IVC-: .1 f,, il;�c^, Cil' 1r.3fY :EJC',tn' C i;K1t osE L� :if='i:;.irt!_. Y!-'E or :'a . . , , :cym WF,331 r%G MACH. . . . . . . . f3AC;Kf=L,UW P'NEVNTF25. . . AUR1)RR ±!'?f'te>4r. . . , . . .. . . . . . . . . Wi)IER HLATI:R . . . . . . . 1 cwrCH Bi-GlNb. . . . . . . > ' ii i U}rL.., i_viUNDRY 1'irt4Y:i. , . . . . :. :,st- RAIN DRA".4* 6. . . . . . . . , , . . . . . . : 7 ClRk::.F Ge, TkAPS. . . . . . . . IX ! 'UL SEW;-"R LIN i- :f't . . . . „ ,.....nR L., .. !t. !HERS. . . . . ~ RAIN DRAIN (ft) . . . . to r1 r"y .:'14;a rl a i^ -•t~:1Cret:e tilt—Ltp t.�,.tiidxng. (::they^ fixtitre drink. ftn) p CUNS FUC,110N type atno+..t:4 by d;atet , F' (jMr '� cl.:_. +k'! )r ik'1li�►/'. jai, f'!.Ct✓, 1 20. 63 J'r 10 14/•;,y R 9 /; 124 5PL;1 4. 1,3 J[ 10/ 14/1;13 ( Ciri _.._ ... ..._ .....,.,,....__...... _,..._ .- -.. ....: _....._....._ ,k,, t f�4 t I G+-1R!', lj lF 1GAR ) u nip b I v!, i_b T L)111'". .t i5 -.isuf: fI;Ajec` to tt.q reaulaticnc contaal"Id in the iiDltC3.i`i"-in I T t S nlcipa: Code, State of Ore. Specialty CoM and all other 1'a,1--Out Ir-4p laus. W! wcrk :,ill be done in accordance with M :et_, nGpec",; iar, reed plans, 'tin per9it will exp.re if war., is not started U1^1nklt1g i- nimita t �o iN, day. of :ssuance, or if ►,ork is suspended for >scre F'i n i�1 i 1 n s p 4 c r i o n 189 cti)s, Am 1 v i5 Nt 1 "U 1 t• a l- • Cl TY OF TIGARI) OF PAYMFNI FtE::GEIPT NO. 185 CHECK AMOUN f 107. 1216 NAME, WFSTF"RN PLUMS I NU CASH AMOUNT > o. 00 NI)I:>F2F.:E S t PAYMENT T DAI F J0/14/9.3 GUBDIVISION e PURPOSE.: ETF= PNYML..14f WMUUIVI P$411) PtJRP(Jc*- OF PAY(*.NJ NMLIUNT PAID FStJJM13IIV5 8 . CSW C�I..Ei1V t_;Flf K F —� __._._ ._ 0. 6.3 s. I AW i 113330 SW HUNT.IKER I !i T AI... AMOUNT VSA I D — — - ) s 1 N'7. PC) 1 mpg s `7. CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT ,,, , a : T 13125 8W Hall Blvd.Tigard,Orpon 97223.8199 (503)839-4171., PARCEL., :3'.t0 'iN71 ,L., 3Wii t:�zlo� ";'?DI4'ISIGIV. . , . . ZONING, 1 1' `I 'C.;I r. . . . . . . . . . L0.... . . . . . . . . . . . . . 1 ; i ;+��, i LOO t � t:y� . .. ._ ...._... .�... L :�-4wFx c�F: W�a_r._ C; N',3T RUC 111. .; OF, WURK. :f*bdtjh1- F"IFtta"1`. t tV ':. ' OF' U`�t^�. . . :C LZM tLG�J1 dI7. . . . s t PRUTEL T OPE^.N I Ni. JF GUNST-5N THIRD. . . . sf Nz 5; Y GR . :E::: U I AL-- .... .. . .35041 s f' Flt?( F C":'Jhi57. z ANC:,`Y LOAD,. BASEMENT. t +sf AREA SEF'. RATCD: �. � c A F E 1 . .:.:;• f t: GCit�tAGE:."". . . �f UGC:i.1 �,'E~F�". Fit?t'I�'U; �,; t N ME Z 4 7:N R E 0[3 SETUACF(5._._..__ _...... itEG1UI RE 1d_...._..._ _. ..__.._ 1; ,.. I Li(-'ID. . . . ttio pc�i i..F.FTz ft RG ti a ft f=IR UM0111 I)T. . WELL UNI r54 FRNTt 'Ft REAR: fit FIR At_RMtY HND ICP 0GC;:'Y iRi+la: DAi'lIMF) SU tICE. PRO CORRIN PORK INU- s eamark st Two,--story interior office for Dl1iol Louk aystems inside a 100' x :oricr�•etc t : tf: ,p t>>,.li kr a ny. k it r,. 9"� ._ ..._._.._._. .,._.._ .. .___...,._ ...... .._._......... _. ......,...___. ......,..._.,_,........_......._ ..............._. 5"''i:.L:.�l t,. d { t C.0}!'1;., r Etype ampllt",t by date r e c F . {. 19W 'LN:) AVENUEFF?IM7' !� 4,,&'. 00 JH 10 17�('l93 'Y" p - 1. OR .r rr.'.i...}.i E'F-,1.,r 1, 2i , 65 Ji-1 10 12 1::1 !."fI ::TOR NOT ON F1 LE f # I ?L6- 10 70-10L RE_9U l FEE=D [N61 'LLT I UN'_-) t� :5 issued s.+bject tc the r<3ulatians contained in the Framing Insp ipal Ccce, State of Dre. cpeeialty Codes and all other Ins 1.11 at i an Int5 cattle Ia�►s. till Welk sill be Cone i). ac :'-dance wit! Gyp ;3uar^d I- n sP plans. !his perxlt will expire ` wnrn is nct started 5,_I.?p Lei Ing Insp :LzN days of iss'.a•ce, or if twark is suapende� fcr ecYe Finial Inspectior: In days F rj y � . 1. t f o•r• i*,�,hGa C:t 1 U i'1 ..i�7 '-'i.�. rte.! i':.-. G; I I1 1 GZ ' 7 r CITY OF `!CARD EWL.r�1 EF ; �� 1171EE.Fill 1'. 1.C � l . . COMMUNITY DEVELOPMENT DEPARTMENT Uf4;E r 7-1!. 13126 SW Hall Blvd.Tigard,Oregon 97223.6199 (503)639-4171 �.. ! AU1)F E0-';. . . . I4b32'0 `:W l-IU_,)_r1 ;Lk `i' 'aYU1SY(:JN. , . . . �r�ni•I•,ir _r 1 'JSA t,10. . . . . . . . . . t._I X TUBE:: UNIT: . . . 1..35 LW',3c-° (Y Wt:lPR. . . ;NLW DWELLING UN 4 T' i. . YPE Cif' USF:. . . . . .COM NUJ. OF' BUILDINGS: NS I rR.L TYV�S. . ♦ . :Nl1SWN 1 f*1F1_F2V i 11marks , Two--- story interior office fo,- Dual Lock Systems inside a 1001 x _.2 i101 .0ttrrEte + i. lt. uf� f�.tildiny. (1lr^eady paid rr,r ;. G'Ll wit;) L1rdy, sl,r•'l.: 4 Fl t�i�fl .',RUCTYQN type inu+.-nt fay da+t:e r'ecpt 4945 15W 72ND PIVENUE VIRMT $ L21200. 00 JN ltd►/1Ll93 - i Ylif4ttil} i1'� �3 fE�Lr ONTRACTOR NOT UN PJ LL .''+ionp #: x,,39•-ial4Ci r'. Tib 'IY: •�' L.�.::QI V.,♦ 0 0 T1.1 __..._. _ r EQU I RED Y NISf-T CT 1.0N,,) 1Ms Ap licant agrees tc cos 1 Y with all the rules and •e ::tions Sewer w p ^ ,n s p e c _ i tn ......_..... _,,',�:., ;` the Elrrif:ed Sewage f•)gectcy. )'"c pereit expires IU1 days frac -•-- .__..._._e_.____.._._ r��1' -`.e date issueW. 'he total a#aunt paid Hili be fcr`eited i` the 1." ersit expires. ir,e Agency rhes no. guarantee the accuracy of the s Side SNO' laterals, if the sewer is not locatea at the seasurement ' given, the irstal!er shall prospect v feet it ail directions Froc 1 ^� the distaetill giver. if lot so located, the Stiller sh-: eurchase x d "!IG and gide ]$Wer" pFrelt and the Age 111 .r. L,c'i: l for inspect ion — 639 4175 1 �n Eyes :h 4 Commercial Buildlnq Permit App lication City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 Jobsite Address: SI, > Tenant• f UJB Suite# Valuation: ��PBrritl � i11� �f 'w'.""" ..• 4} :k Owner: l Address: ��S"- S� -7. L 2 3 7 ' Phone: to �/�/O / 1 _ 3rci d k `' : •x 111 34:.:}:y• 4'lf .✓. .. y I Contractor: ZZ44 (�lJ.t�S�i4 Address: V o �>C) Type of const r Occupancy class: Phone: o Sprimered? CY(-; No Contractor's License 11 (attach py of current Oregon license) Sq.ft.of Project: EDZS -- Story(1 st, 2nd, etc.) Ar+chltectlEnglneer: Proposed use: T_lei Addrers: Note: Plumbing & mechanical plans must be submitted at time of LA/I(e�f 5 � � �� ' buil WV permit application. Phone: V COMMENTS: i Z4 4Kna nt nat re & Phone number I Received by: �L _ Date Received: I " 4+qt�lwrrhm.wrw,;muaw.v..,•eia�n.,..>.,a..«.H�.a..vewroquneepsAM^m!afl�Ai�1.e3Mt"4+Mlyd'�B�RV!411fh�++rM't"kPSdt.�w,4...,..... ..r....eW.,.. .n.,..;.,,......«..,.,,::..�r. 1r:NN e"', 1 1 Permit # Account tits option tmount Amt. Pd. Bal. Due - p up 7" _�3�,�Bldg. Permit (BUILD) I7 J�•�U Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) Bldg: Plumb: I Mech: Plan Check (PLANCK) i Bldg: Plumb: Mech: Sewer Connection (SWUSA) Ly1 Sewer Inspection (SWINSP) --�, Parks Dev Charge (PKSOC) Storm Drain age Chg (SDSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) 1 Commercial TIF (TIF-C) r I Industrial TIF (TIF-I) Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WOUAL), Water Quantity ('JVOUANT) Fire District (FIRE) TOTALS L 1 y CI TY OF 7I CARD RECEIPT OF PAYMENT RECEIPT NO. a 9:3-245066 CHECK AM(.JUNT 2654- 65 NAME a W & A CONSTRUCTION CASH AMOUNT . 0. 00 AD�IREE;fi a PAYMENT DATES a 10/ SUBD I V 191 ON : ■ I::URE='OSE OF' PAYMENT WMOUNI Ea{a:EI) PURPOSE. OF P(4YIhE=.IV1' AMOUNT PATI? ' I BUILDING PF-.:RM 43.3. 00 ST. BUILD 111U c 21. $5 ;:c: I 6330 SW 14UN Z I KE R fOTAI (4M0UN'T PAIS) _ ._ _. __� t�6`a4. 65 C I 1 Y OF .r I OARED RECE 1 PT OF PAYME=NT RECE=IPT NO. 03-244755 CHECK AMOUN"F a 2/31. 45 NAME= H & A CONCiTRUCTION CASH AMOUNT 0. 00 ADDRESS PAYMENT DATE a 10/01/93 SUBDIVISION 'URPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMF'.NT AMOUNT PAID PLAN CHECK FE .� 2'$1. 45 j DUAL LOCK BY`.:iTF MF, 8:3:30 SW HUNZ 1KER (TOTAL_ AMOUNT PAID — -- -- —> 281. 45 I r.�p�.ea .,.. _, I ,,:- ....,..,.rv*: - :a,:. ,., ._. oa7�1•Ri�Vi��FPdi'lv�d__.. �� . - : r� ,. . vw dlff— ��. AFGHAN RIPPEY INC. 2446129 P.lal v` AFGHAN RIPPFX INC. z. CONSUL77NG ENGINEERS 9221 S.W.Barbur Blvd.,Suite 105 Portland,Utnon 97219 Tel(503)244-W" r Fax(503)2446129 i j k{ FACSIMILE TRANSMITTAL tii DATE: PROJECT NO. : _a ,7 PLEASE DELIVER THE FOLLOWING PAGES IMMEDIATELY TO: I COMPANY: � ATTENTION: Q4K &rioK1 S i PROJECT: d)ti .( /"►eatawt�ie DESCRIPTION: pr�L�6C{T�gH ai a REMARKS: Z2 fo.r I ' walk FROM: _ �--��1 rLl�d. u kP{ 1 tT RECEIVER'S FAX NO. :_ �� _ >y P; THERE ARE PAGES, INCLUDING THIS TRANSMITTAL SHEET. :. •. _.1�9�+5:"FfGM: ..- '...' - x..,A.aa•.wMV.-'kka:*..'!!:,sti:.i, . .,.: s-.,.. .r...:,:....- .......».rr+lilMMIIfiYi1WY�I�Mi',�.Y .o' t' ti ti�; , � � -�• toy��x � X 2 - ��.� /��-, �'�� -, �,,.� , i OREGON �Ir. �wnll Y20,�9�G,� [-7A,WA a • DVC P- U �� prGt•I� `� �S►r r�ZX��•L; ;i ("tv o 22,-4 �4` 143D[1 •1 Y, AFGHAN RIPPEY INC. _DAT! '!2'9 CONSULTTNC l.NCINEERS 9221 S.W.Aarbur Blvd.,Suite]OS CHK Br DATE _ 9.�24� Portland,OmVn 97219 -- ---_ _ JDY No_ Tel(503)2446066 _ SHECT__J,oc 1 Gold 6ZI9bvz 'GNI A3ddIM NUHDAU t,6 a ti G,1 It oil �5 U ab as -tlv A3 aP�� N)6 C � v� rage 4 of r Report No.a51� • G TAKE NO,"AWL-BOLT•ANCHOR ALLOWABLE SMEAR AND TENSION VALUES(hwnds)'u t I'e---no gtM � fe.emo pr I .Moo— NlCrsoq SMEOVeNT NWALLATIOM Tsr,amn Tsneloo Tir»bn 014 gm IMPT" laf Quill WMWhhWA III WIWWA V" wrtmA ,T. (Mobyis) W41na" t]l Ur.) 'h►My.e IsI,Ings Sasar 1b.W aV,4 ss,Ingd 9assr .btp4 1W ttwa snare T % 2 35 IC-05 500 1630 1010 535 1970 1230 6^_3 1970 s/s 243 33 Ii 75 640 1820 1390 695 2040 1570 785 2065 % 3112 33 1173 640 2195 1430 715 2130 1720 860 2263 112 Ph 60 1410 703 2363_ 1815 910 2420 IBIS 910 2850 112 3 60 IB3�_- _JOL :1540-> 2445 1223 2675 2635 1320 ?000 V2 3 60 2015 1010 3235 2715 1355 3685 2563 1435 3510 s/a 2'14 100 18911 945 3460 1890 945 37;3 2065 1031 3750 5/ 3 100 2050 1045 4863 2475 1340 4865 2785 1390 5323 31a ♦ 100 247; 1240 4955 3170 6515 5075 3915 19W 5383 3/e 6 100 1815 1405 5135 3(13 1920 5225 4380 2190 5515 Y. 3 120 2500 1250 4950 2560 1280 4950 2695 1350 5360 3/4 4 1 120 1883 1443 5733 3081, 1545 6630 3500 1730 7450 2/4 3I 120 2900 1450 6255 3923 1965 7175 4515 2255 7725 " 124 7 L 120 3435 1720 7430 3983 1990 8180 5320 2660 0290 IN.ubulsmd shear and tsn%de values am for anchors Inuthed in stone aggregate cote having the designaW ulwosts compress: a strength et the time of insixuatiom I' IThe tabulated values on for anclvm installed a minimum of 12 dismetcrs on center and a minimum edge distance of six diameters for 100 percent anchor efficiency.Spacing and edge distance maybe reduced tool%-,dismetart spacing and Wet diameter edge distant.penvided the�agues are reduced 50 percent Linear interpolation may be used fou Inirrmedistr spoviogs and edge margina. rThew semim vans+are applicable only w1arn the anchors are inrWlad without special i"'Preto"a art im-th In Sa.'oon)06 of the ends. RTse4e torsion values IN spplksblt-ban the anchors are Installed with spacial inspt<Ilon as srl forth In Section 30A of the code. sThe allowable bads etar not br inchsaw-d for duration of loading svch as for Wind or 54itnuc loads. TABLE NO.11—RAWL•Sf Jrf ANCHOR ALLOWABLE SHEAR AND TENSION VALUES(Pounds)'AA { —T � I'.•laoo W r• .actor;gal f'e.4'71'Psi AXCNOR I taH4:.Milrf h IM.fAL,_A=N Tansies I Tanalen !.!+.ins _� . 1 0AMEnh CV114 Winain Wldt sefRlesA WMh tyh11RA 1M1.trt ' ef.:<r.+i (Inches) (U`~) (tq.lM.) sp.Insp• ip.lny,s it'd 11A Mage So.In s •ter so,Ints,10 op.knep., pow Ile 1'/$ 8 420 210 363 510 285 520 570 285 520 44 1112 8 530 265 415 643 325 320 640 320 320 2 8 680 340 480 720 360 520 765 380 310 3/a Isla 28 890 443 960 1030 515 1293 IOW 520 1450 2 28 973 490 1065 1075 540 1355 1100 530 1480 p ora 3 26 1200 600 1350 1200 600 1310 1333 66S 1560 112 211• 60 1630 813 1600 1655 830 1133 1635 830 1745 113 3 60 1785 890 1655 7015 IM3 181710 2013 1003 1825 11a 4 60 1985 995 1725 2483 12:5 1885 1485 1243 1930 3/s 2114 90 1910 955 27 i S 2090 1045 2213 00 1050 2525 sis 4 90 1345 1170 2305 2531 12'0 2420 890 1443 2395 '01113 90 2155 ,313 2375 2690 14415 2-185 525 1765 2366 y '/e 3'!a 113 2683 1143 3663 2685 1345 3665 880 1940 3015 314 5 173 3715 1855 3945 3425 1960 4280 843 "425 4510 3/4 6 175 4345 21717 4115 4685 2335 4633 400 2120 499 715 31h 250 3081 1540 — 3935 1980 -- 820 2410 -- sh 41h 250 3S75 1790 — 4405 21.05 — 3230 2625 — '' T/a 5314 250 4560 2280 — 5303 2635 — 6110 3055 I — 1 41Is 3W 3470 1735 "M 25W — 6845 3420 1 31/2 300 4565 2283 — 3680 2830 — 7475 3155 I 61/2 300 $845 2920 — 6363 3110 -- 7817'0 3900 1114 SYh 450 10,110 5060 — 6830 '.413 — 8750 4375 ' 1114 1 7 430 1 10,120 50(,0 — '`^^ 3100 — 9030 4525 Iran tAhtdetad shear W ten,19 values are for anctson installed In none aggrsgare co"MAC having the dn;gnaad ultlrnaee compressive earengsh sa the time of iesalallstim. h sihe tam okel value arc for anchon Inaulled a minimum Of 11 diemeten oe cent".end■minimum,dge disua of sig disnelen fa 100 parcena anchor efficiency.Spacing and edge distammay bereluerdtot;t41smess 9wingAnd eneediametry dgedisw",pmvidedthevalm ammducWgopllcasp,l•insutrttnrpolatinnmaybcwadfa intr"nodi iste slngs and adgr margins. rihese tersion-alum are spplictble only when the ancyan ora installed withr art special I c, tspseden v sn fonA M Sectors 7014 d the code. 'These Iansion•slues are applkshk when the uschon we inttelled with spec tel inspection u art rdrsh in Sectio 506 of to code. Mw alto."bre Ioeds toes ser M inetwaaM rw duration of leading such ac'-a gird of Manua losdr. 0 ' '014 I 1,38d 18 1-101-10AM k1 °a r _ . s r i h.Y,xl+'Y ,K,�A�)'.:4.. .. a, .,.•�,...w� .1.�.r 04. • � 1i Evaluation $ervi�e, Inc ICB0 Eva ' .5. subsidiary corporationoiGtie Intern dtiOnaI Conference of BUIICllrig Ottltldl5 (� Report No,4514 EVALUATION REPORT � � � -2�5 ` June, 1989 Ce•rrgM OlUi,itO fraluu,on i"wc�,6c _ �-`r, '-- Filing CateSoryl FASTENERS—Concrete and Masonry Anchors 'Ta;(O mechanicallyThe 30)or 3l6 RAWLBOLT's,AAWLSTUD,RAWL STEEL DROP-IN, B 693.The stainleisss steel ektions are lmanufactured fromT}pe ce with or h( RAWL CHEM•STL'D'".RAWL SPIKES,RAWL stainless steel componc,,ts. ,Vlowable tenslon and their loads are noted in � SABER-TOOTH SELF-Dkll:_LUNG ANCHOR, Table No, iL The anchors ars designed to be installed in a predrilled hole i RAWL Hr5 DROP IN:SND RAwLDRI�'ES having the same diameter a the nominal anchor diameter,Holes must be ` THE RAIVLPLUG COMPANY,INC• dnlled with a bit,:hath complies with ANSI Standard B94•I?and must be ,r«'O F.B. POWERS SQUARE dnlled to a depth which allows proper emb.dment. As the anchor is tigght \E1V ROCNELLE,�E�tr'PORK 1O1j02 tried, the anchor body is drawn tivough the interlocking wedecs. The wed�tts exppand in a radial Direction and stat within tha walls of tic anchor I.Subject:Rawl•Bolta,Rawl-Stud,Rawl Steel Dtop-in,Rawl Chem. hole.Installation torque requirements are noted In Table No. IL Stud'". Rawl Spikes. Rawl Saber-Tooth Self-drilling Anchor, Rawl KS C.RaMIsteel Drop-in-TheRao+ISteclDv p•lnliintntcrn.tll�thtc3dcd s Drop-in and Rawl-Drives. etpansien anchor.c) let, ,soth a pteaiscmbkJ internal 4xpandcpPi►CI ll. Description: A. Rawl•8olt: The Rawl•Bolt is a high-performance The inch r ie ie.tallaJ++tth a m.,tchrng <ettinte reel Dc"i'neJ to finished head-exp3niion anchor designed for use in stone-aggregate con- inttrnal'hrcads'shilc drh int{the pretiucd plug a+the end of the ancaor. trete.The anchurconsiilsofit finished hexheadboltcoin plying with ASTM The an:hor body is manufactured Irma AISI 1'_LI;steel and the ex- 1', A 449.a hardened washer complying with ANSA B I8.?2.1.1965,a nylon ponder Plug is manufactured front AISI 101 d steel.The anchor i.plated in conspressinn ring.a prtci%ion•stamped tubular•expansioel sleeve manufac• accord;inca with ASTM B 613. Lured from AlSl 1010.1020 stceL ands single hardened and partially slotted The;tris:h.er r,il,v manufactured trom TN pe 30?aainl;ss stva..111uwa cone manufactured from AISI 12LI4 steel. The anchor is zinc plated for ble tension in'•rc.a ivadi arc noted in Table Nit III.The anchor t•Je�ilno d " corrosion resistance with a supplemental chromatic finish in accordanceto be inAulk-J In i preJrllled hole but ing the same ill-%cr a>!hc tncht'r with ASTM B 633. Altowahle tension and shear values are noted in Table diameter listed in Table No. Ill. Holes must be drilled with i bit uhieh :�XSI Standard B9s I'_and malt be drilled to a depth which No.l. complies osith The anchur"are de;tgned to Ise instullcd in a I.aedrilled hula hos ing the allots i properembedment.As the anchor ii ctpundaJ cling the st tlinu Will same Jiumetcr as!he nominal unchurdiumeter.Hulci must be drilled with a supplied. the expander plug flares the anch.tr shell ,n a radial Jirc faun L bit complying with ANSI Standard 891.1'.and must be drilled to u depth compressin¢'at,d undercutting the concrete. a allowing proper embedment•The Rawl-Boll is inserted through the mate- D Raw!Chern•Stud:The Rawl Chem-Stud is a heavy duty adhesive rill hetnV fastened until It contacts the edge of the hole drilled in the ane.hor for t n "ane ,ter z,ita cr•n; :te. The anchor is designed co ;tc..:F• �s'hrn topped into the hole nstns a hammer until the tarda a `' t-' ;- :: •n :Ce ehuacterlstici asst><I t �+ishcr :,,,i;sae%.ork surface.As the anchor enters the hole.the aced w ith the c,r:: 'r.r;aa nt,:i,�t,ecu ane mstallatiori benefits of drilled•in ;lotted. oversized annular anti-vibrution ring it the bottom of the cure anchors.The anchor consists of a self-containcdtwo-putadhciivecapsule. reduces in size until it mites perfectly w ith the hole t(his action prevents the a 43•degtce chisel pointed dweadaJ anchor rod.a nut•and a washer The anchor from spinning' the hole Lhile it is tightened) As Isle anchor is Chem-Stud Capsule is a sealed glass tube which is filled with an unsatur-led tightened,the nylon compression ring will.if ntccssary.compress ce assure polyester twin and quartz filler,,4 smaller scaled lass tube is sus nde4 in that the material being listened is tiehtl) >ecured againsr t c ager of the the esin and is filled with a henzol peroxide hardening catalyst A Spec, 1C concrete.Expacsionixcur. t two Icsels within the drilled hole.The cone is ca rule size is provided for each diameter. Paliinto the large triple-tined etpansion slees't,Jestlopinl a mid-Icctl p Pali bearin I+�capicit%over a large surface area. Further iutnin�t at the bolt The Chem-Stud threaded anchor NJ a nunufacwred from threw 131 type causes the threaded portion of the bolt le advance into the threads aI the of material in diameters of'. inches.to 111,inches �µ. eompressedcad ofthecone.This dual-levtl anchorin}increases the holding ASTM A 107 carbon steel pu,+cr of the anchur and reduces the tendency of the ccncr(le to spull under AST\I A 124 t AISI 41401 carbon steel hcas y loading. Initallitiun torque requirements are noted in Table No.I. k5'l\1 a 276 T)pt 304 stainless steel �r B Rawl•Stud: The Rawl-Stud is one piece ill•iteel expan�mn anchor Nuti for the A 3U7 and A 325 rods are manufucturcd in atcoruance .kitl with potimcd dual inwrloct inf steel-expansion ,sedjes.The anchor body ANSI Standard 818.:'. Nuts for the T%pc 304 stainless steel rods stn wlidtisthreadeditthe ipperendindhusrstrutght:�lmdrica s:.etunwith manufactured frurn Type 18.8 stainless stew m accordance with ASS a reduced Diameter tupercJ,ecliun that tnlarzcs into acylindrical base.The Standard 818.2'_ I. exf onsion wedges consi't of tau indeptndenl intetlo>`king semi cylindric al Washers for the .i 307 and .� 3'_3 rods aro m,inuiaCturrd froth (7101' shields.Each wedge ii fastened to the reduceJ Jiantet:r c+f the stud b+'tabs %ii3shers for the y- which proeced circumlercntially be%ond the 130-degree point. The tabs ;feel in iccordan-Ie with ANSI m nu(uaureJromT.pe !•4•S statnhssVeil ` ` from each wedge mechanically interkxk with each other This interlock J04 ata r.ce ata results in continual omcentrr alisnment of the teed3ts Jurinu installation accordance with AISI StanJarJ B18'2.I, The carbon steel anchors. r a and loading whilt permittinjeach toexpand independentlyoRhc other,The c!uding nuts and washers tescept'i inch Diameter),are plated with car Rawl-Stud is manufactured rn Standard.stainless,tie-wire.red hanger.and ment It' Ic �ST�I B 63)t.The :inch diameter is mezinc %ith it oleir rhani'tlly galvanized card}�accor1 ' gas•+anized versions. ante with ASTSi B 695. Allowable tension and ihear values are noted; The standard tie-wire. rod hanger and galsaniced anchor bodies are 14 Tablallo.iv. manufactured from AISi 1144 steel for the'..inchdiameter and.alfa I_Led steel for the I4 through 1114 inch diameters.The wedges are manufactured The anchor are instaPed in a pndnlled hole has ing the diameter listed from C 1the coldrolled steel the nuts arc of cammercial -^ 'facture Table'v. IV Holes mu it be drilled with a bit which complies with AN washers tae manufactured from Standard B9•a.12.Tnehvleisdri!Iediothe cttabedmcnidcnthslisle dinTab meeting ASTM A 1107 Grade A.and the C1010 steel. The anchor is zinc plated in accordance with ASTM 8 633. No IV rid cl:aned out using compressed sic The ao.uesice capsule Etatratiun reports of[COO Eootuarion Service,lite..are issued rotety to pro-ids inforrrrrtfon to Class a mtrrtbtrt of 11780,u(ill ing the endo upon which rht report it based.Evai,ration reports art"Otto he conitrutd as reprtsturinq ueghericr it ani orht-attributes sot specificalh'addressed norass I an endortonten(no,recommendation for use of the subject report. Tari.,repor(is bated upon indeptndtnt tests or other ter hntcol data submitted by the applicant. Thr ICBU Eroluanon Srrvice,Inc..ttehnieal staff liar i rnir�td the nst rrsulrs and or other data, but dors not putarts test faciliciet ro make an?ndtptnJent oerific"tion rhere it no,rnrrantq•by iCBO i t•alnatiotl Service. Inc-, txprrts or implit0. at to drift, Fin i'n/"or other mutter in rare rrpnrr ne as to urlY product ro,rrtd br the ►.parr, This i dist sheer inrludt.r.but it riot limited to,merchdntabilifp. -- Riga 1 of { i Z0 •d 67_ i 9bb7_ 'ON I AAeJa I r.! NIHHOAH ii , erted into the hole and the chisel-poinr,d anchor rod is drilled into the Sizes of anchors, required drill size,hole depth,and allowable tension i i Ahesive capsule using the appropriar4 adaptor with a rotary hammer drill. and shear loads are noted in Table No.VIII. As the chisel-pointed pol)ester resin and hardening catalyst are combined, H. Rawl•Drivei:The anchors are a one-piece cxpansion bolt of high- the adhesive completely encompasses the anchor rod and penetrates the strength allow steel material which Is partially sheared,longitudinally pre- surrounding niasonry,As the adhesive cures,the resulting bond enables the expanded,and heat treated to provide an offset in the two sheared haves of anchor to achieve high tension and shear loads without stressing the base the shank portion of the bolt.The anchor body is manufactured from AISI material.Curio times depending on base material temperature are listed in 1038 steel.The anchor is designed to be driven Into pre-drilled holes aid to Table No. VI.the Rawl Chem- 'ud anchors cannot be used to resist pull- develop its resistance to withdrawal by means of compression aainst the out forces unless proper consideration is given to Circ,The resin used with edges of the pre-crpanded shank elements in cont.ct with the slits of the she anchor becomes temperature sensitive at approximately 170'F. hole in the concrete. E,Rawl-Spike:The Spike is an all-steel,one piece,expansion anchor for The Rawl-Dnves are provided with four head styles;round,flathead, 1 use in stone-agiregatc concrete,The anchor is available in at,ft inch and il. stud and tie-wire types. The installation of the anchor is affected by ham- inch diameters in a variety of lengths.Head styles include a hexagonal flat mering the anchor through a fixture hole into a pre-drilled hole in the head,tie-woe heart, and forming(double)head.The anchor is menufac• concrete with a hand hammer.The anchors are not critical with respect to a B lured from C1038-1040 steel and heat treated to attain rhe mechanical maximum allowable hole depth, but are to be driven until the sheared I properties of Grade S stra, The anchor is plated with commercial bright portion has been fully embedded in the concrete. zinc,vrth a cleat chromate ire^,mrnt In tecordance with ASTM B 633. Size orthe anchors,required drill size,minimum hole depth,and allows- The pipe-'Spike and the Ra*1 Pipe.Spi►c anchors are instilled in a ble tension and shear loads are noted in Table No.IX. predrilled hvlc having t'ie di►m.icrs and depths listed in Table No.V.Holes q must br-drilled oirh a hit complying with ANSI Standard B94.12 As the 1,diameter stamped oation: the ex anolt is identified by the Rawl name and anchor anchor is driven 'oro the hole. the "S" shaped expansion rnechanism is Rawl St stamped on the expansion sleeve of the anchor, The reformation I Rawl Steel Drop-In and Rawl-Spike an idrntifled by the information compressed to z�commodate the hole size.The anchor is set when driven to contain"on the packaging,which notes the c ampany name,type of anchor, the recommerded embedment noted in Table No. V. The "S-' shaped size of drill,size of anchor and catalog number. espansio,i m.chanism applies a compression force in three directions.This compression force protides a positive expansion which holds the anchor in Chem-Stud Capsules are marked with the product catalog number,an- plact char size and drill diameter to be used.The?•wl Saber-Tooth is Idcndfied The:ipe•Spike can be brei fled using a hammer or a powder•ac:uated by the word"Rawl"embossed around the exterior surface of the anchor. s The proper size of eipander cones Is determined by the fractional size tool. designation in raised numcnds on the base of the cone. F. Rawl Saticr-Tooth Self-Drilling Anchors: The anchors are sell- The itawl H/S Drop-lri Anchors arc identified by means of the name drillln �(the expansion type and have a hardened tubular shell with a -Rawl'•appearing in raised letters on the slotted sleeve portion of',. -inch capered hardened steel expander plug that expands the unit u hen the anchor size and larger,and on packaging material.The Rawl-Drives are identified isminserted into the self-drilled concrete hole.The anchor body and expan- it %ice plug are manufactured from AIJ 12L 14 and AISI 1038 steel,respec• by the letter"R••appealing in raised letters on the heads of the round and pvely.Both para of the anchor have a plated finish. The shell portion has countersunk head styles,and on packaging material. eight hardened stn-I hath at one end for drilling and is longitudinally slotted U Evidence Submitted:Shear and pull-out rest results,manufacturer's for approximately one-half of its length on the quarter points of the circum• installation instructions and descriptive data. ference for expansion when the et ander plug bars been installed, The exterior surface of the exi+.ntNrc a:�Is provided with a minimum of four Findin^•s annular n:a LT•:.:cs.The an, ,rrn.•r-:"gr.U'acrur'ed in two types,soap•oH r, s flush ar.5 f ruin, a lic snap-oft flush lits mi annular groove and a IV,Findings:That the Ra ll a.:;v;.,es:r:':'r.--..taw report comply chucking cone at the exterior end of the shell which Is snapped off after the with the 1985 Uniform Building Code,subject to the tollowing condi- anchor hole his been drilled,leaving the top of the anchor flush with the tions: surface of the concrete.After the hole has been drilled and the anchor and 1. The allowable shear and tension values comply with Tables Noe. the hole are thoroughly cleaned of cuttings,the expander plug for the snap- I through 1%except Table No.VI. ' 0"flush type,is inserted into the inner end of the shell and the shell is driven 2, The minimum spacing,edge and end distances corrforro to re- home over the plug to cause the shell to expand and bear against the interior qulrements set forth In the tables. portion of the hole in the concrete,The hand flush type is threaded onto the J. Allowable loads for aricl,irs subjected to combined shear and hand-holder adapter and the hole drilled into the concrete by means of a tension forces are deter tr ined by the ratio of the actual shear to series of hand hammer blows until the shell end is flush with the concrete the allowable shear plus the ratio of the actual tension to the surface.The shells•,rt removed from the hole,the hole and shell weaned of allowable tension not-txceeding 1.00. cuttings then the shed reinserted in the hole with the expander plug installed 4- Anchors are not subject to vibratory or shock loads such as and driver flush with 61,c surface of the concrete by means of a series of supports for reciprocating engines of crane rails unless ade- hammer blows using_,e hand holder as a setting tool. guacy ii determined by tests with results approved by the local The site of the anchors, required drill size, hoic depth and allowable building official. tension and shear loads are noted in Table No.V11. S. The allowable values Indicated In the tables are maximum values G. Rawl HIS Drop-in! For the 'lift inch sire and above the anthers and they are rl�!:o be Incr-ised for wind or selimic loads. cv,,%ist of aZamac No,7 zinc alloy sleeve tapered on the interior surface and i• Expansi s :nrb,ry shall be Installed In holes predrilled with a having a unift+rm diameter on the exterior surface.The 1r4 Inch size has a carbide•dpped masonry drill manufactured within the range of steel sleeve, The sleeve is longitudinally split for its full length and is the maximum and minimum drill-tip dimension of ANSI Stan- provided with four small annular rings on the exterior surface, he sleeve dard B-94.12-1977 for the allowable values set forth In this and et pension cone are manufactured from AISI 1010 and AISI 1020 steel, report, respectivelyy.A threaded-cont type expander of zinc plater'steel,having a 1, The Rawl Chem-Stud anchor cannot be used to support tire• j correspondin but opposing taper to the sleeve is inter„ally threaded for The Ra construction. standard mac ine bolts and is used to expand the sleeve in she predrilled hole.A series otdiagonal serrations is formed on the exterior surface of the 1. The Chem-Scud anchors may resist pullout forces solely In floor threaded cone expander. The anchors are installed In drilled holes and Installations, expanded in place by means of a series of hammer blows on a setting tool. 9. The Rawl HIS Dt)p-In Anchrim.6As•Inch and larger may not be The anchor is driven to set saghely below the surface of the concrete and a used to supper!Sire-resistive construction. machine bolt is inserted Into the threaded cone to fasten the material to be anchored. This report Is subject to re-examination In one year 67_T gt t Z '1N I A3dd I M NUH`_ldti �J nrt GREENSTREET A R C H I T E C T U R E 4'4 October 11 , 1993 Mark Burrows Plans Examiner City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 Project: Dual Lock Partition System - Plan Check #10-5C RE: Building Plan Review The following are responses to the City of Tigard plan review of Dual. Lock Partition System's Tenant Improvenents. Item #1 . Second floor ceiling insulat.ior, is R-19. Refer to General Notes, Sheet A2, Note #9. Item #2. See plans for attached structural calculations. Item #3 . See plans for attached information on TJI system. Item #4. Mechanical and Plumbing to be design build and covered under separate permit. Item #5. Refer to sheet AO, Building Plan and original building permit set. Tigard building permit # BUP 92-0346. Item #6. See Sheet Al. Revision at front door, 2" high letters to read "This door to remain unlocked during business hours" . Item #7. See general notes on sheets Al & A2, note #6. Restroont to have V.C.T. flooring with 6" rubber base. Item #8. See general notes sheets Al & A2, note #7. Item #9. Refer to sheet Al , Floor Plan, south wall of new construction for addition of drinking fountain and hand wash station. Item #10. See general notes, sheet Al & A2, note #8. Item #11. We have been notified by our client that no activities ( welding ) will be taking place in the manufacturing area that: would preclude a occupancy designation of B-2. '685 SW 65th SUITE 200 L KE OSWEGO, OR 97035 5 0 3 • 6 8 4 • 5 2 2 5 FAX 5 0 3 • 6 2 0 • 8 5 9 7 1 m f q ,r '.r a+ ! � -• r k'� -. � rl l }�'a' t r "{ r -..;{{y °.�, V S' K `}{ i - 1 °0°°'C��jF .t 1 p.:l yL. 1 4 C ✓ i � j"e,• },, jih k. Y' r 1 Mark Burrows 1 Building Plan Review cont. Item #12. See plans for attached handicap information. Item #13 . Refer to sheet A0, Building Plan and original building permit set. Tigard building permit # BUP 92-0346. w' Item #14 . Existing fire sprinkler system will be modified to accommodate new construction under separate permit. r Item #15. Refer to sheet A2 Reflected Ceiling Plan for wr revisions to exit signs. ' Item #16. No additional rooms are planned for the 4. manufacturing area. Any future construction in the `I manufacturing area will be under a separate permit a' and subject to review by the City of Tigard. Item #17. Refer to attached structural information and Sheet y A3 for stair framing details. Sincerely, Alan ., . Tay for i cc. Gary Helmer - H&A Construction i �i rI `r � r i��.`�v ,.... � _ Mph*•""'�.•".^".^^""'^'�''"""�,^}'.4;.` ,'; t 11121 r y5°r "INc e9r+a r wn„ ��MyyuA4�a ��i - Ai i .t i CITY OF TIGARD OREGON October 5, 1993 I Greenstreet Architecture 17685 SW 65th, Suite 200 i Lake Oswego, OR 97035 I � c Project: Dual Lock Partition Systems- plan check #10-5C 8330 SW Hunziker Street Subject: Building Plan Review (1991 UBC with Oregon Amendments) + The plans for this project were reviewed for conformity with applicable codes. Please submit the following items for completion of the plan review process at your earliest convenience: 1. Please specify the p y on plans the R-value for the � insulation in the ceiling of the second floor. 2. Submit structural calculations in conformance with seismic zone 3 for the structural portion of the plan review. 3. Submit TJI designs for review. 4. Submit complete mechanical and plumbing plans (including gas piping) for the building. 5. One in eight accessible parking spaces, but not less thAn one, shall be served by an access aisle 96 inches wide minimum and shall be designated van accessible (Table 31- A, figure 9, and section 3104(g)2B) . Please submit a fignage detail for the handicapped parking stall. 6. Key-locking hardware may be used on the main exit only, if there is a readily visible, durable sign on or adjacent to the door stating, "01IS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" (section 3304(c) exception) . Other doors to have simple hardware. { 7. The toilet rooms shall have a smooth hard nonabsorbent surface which extends upward onto the wall at least 5 !! inches (section 510(c)l) . lI i 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 634-2772 ,� : h , 7 .ti..,...:,..,f:-.,..�•3 +.w+�,n. . . ... ...__. ...,.w,xt17F�4Mh �1Nt,. ��1►iwn�r.sa .m.:.,.r.,,..,:... ,,. . _ -�;p. , � t. _ 1 �rh.. 8. Walls within 2 feet of the front and sides of urinals and water closets shall have smooth, hard nonabsorbent surface to a height of 4 feet. The material used in such " walls shall be of a type which is not adversely affected by moisture (section 510(c)2) . ul N4P 9 . Provide a drinking fountain per Table 5-E and Chapter 31, section 3108(d) l, and figure 27. 10. Provide fireblocking per 2516(f) 1,2) . 11. Specify in detail, the use of the manufacturing area. If welding is not performed, the occupancy classification will most likely be a B-2 . This determination will eliminate other concerns such as an occupancy separation between U .? office and the manufacturing area, enclosed stairways, exiting requirements, etc. . 12. Submit handicapped details for the rest rooms which comply with the current requirements of Chapter 31. 13. Provide curbed ramps at the sidewalk for the accessible ;.. parking space (section 3103(b) and .figures 11-13) . 14 . An automatic sprinkler system is requir :d with si►oke detectors in the corridors in accordance with the Fire Code (section 3305(g) exception 5) . The alternative is to construct one-hour corridors per section 3305. 15 . The exit signs above the doors to the manufacturing area (on the first floor) , to be removed. These two doors are not exit doors. The existing entry door is the required exit for both the first and second floors. Directional exit signs will be required on the first flocs at the bottom of the south stairway and outside the clerical office directing people to the main entry door for the purpose of fire evacuation (section 3314) . 16 . The interior stairway which exits directly into the manufacturing area cannot exit through another room (section 3303(e) ) . Please submit a floor plan of any possible rooms within the manufacturing area for review y of the exiting through the manufacturing area and extending to the outside of the building. 17. Submit framing details for the stairways . Please make these corrections on the approprial-P pi_ges of tha drawings and resubmit three copies ol� each page to the Zity of Tigard for review. This plan review does not include electrical or plumbing plan reviews . Electrical concerns can be directed to Washington County • J {ti at 640-3470 and plumbing concerns to Mike Sheehan at the City of Tigard at 639-4171 extension 312. If you have any questions or concerns, please do not hesitate to call. Sincerely, 1 Mark Burrows Plans Examiner 639-4171 ext. 361 r OF t P a 1 F' e r ,• �t. t ,r f p i i i i 'i ..._.•."' -•+:>,,+Hhit4f�3�.�::�nr'kuPi'RRNQrt!.t:RCNeStr w'. , •P•-`- . '•r _ rr tib I .F x .}' .. :w,:•x 11^, - , 't�!k"fi�r1F',?��!�4`W►`" kYsymY P;,{�f t�".�,:an N:",�'�"@RR�j'•nrr�`;,""""o!�i�"" aYt!�r'?R's d? r, � ;�m^^'n�+^�gars.�.w �,,,3nP�,„ , p t i i ! � is � ,?.r_��:cc�o�. �=-��•rt rr�G, At ' I 'Zo CP�u-r.�-�- JCS Ao•--f( ' Q•�(C� - -•-b� ,��j$'' t�� n IGS"�� • OP �9 i ,� rz . �,9 � �N"► t�c.� t h'' ..� � o'Rcc3orl el a B � 3G'�!� � ►3 it) ± AFGHA N RIPPEY INC. CONSULTING ENGINEERS BT�_DATEI -21'`731 � 9221 S.W.Barbur Blvd.,Suite 105 CHK BT DATl/�,� Portland,O —• JOB M0 ' Tel( )244.6066 SHEET �L ''0 'd 6ZT9bbZ •3NI AaddIN N"HJdId h3 r �•v 4 i 1 I oX �15,x�i 1,2(-D (✓� -� �� s EA �.:f�� i ■ i jj 1 2►- ��1 u �A C�� 5 r . wry ■ `.i :? 1 102> ;,J '2-70 PLF ,y y0112, S. p-P,vIyCIo tArG,cN .. 2'l U Fol. C>?L'W t I J C, 11.E D I AMA•R A-Rt ) _ 1 21 8i. --A �r'vui�� '2�5 ' ►,_r� �� ; v�=2�0rQ{ —� I/ ' ply. �� Sr��. w� g� c,�."',� AFGHAN RIPPFY INC. BY }'► DATF� CONSULTING ENGINEERS 9221 S.W.Berbur Blvd.,Suite I05 CHK BY DATE - Portland,Oregon 97219 Joe N012-'22:7 _ Tel(503)2444066 5HElT 2 OF� 1. r rm �d Tl44 Nd� �.M nil.,;� _ '3•'�ld ..-*�. ,-� M"re, virwargiN:,rM VIP } r F MWA Y jl�li 4 tR 44. xy f 5 V�I� s zGy�rl13 = d3 1 1 WrL i f y P�� r NJd�A I { d AFGHAN RIPPEY INC. CY rZL}1 _DATE �'��! CONSMING ENGINEERS CNK By DATE M 9221 S.W.BArbur Blvd.,Suite 105 ^ Portland,Oregon 97219 __ J0B NO X7•7_7 Tel(503)244-6066 SHEET or- 7 i' tpn d 6'19bhZ 'ON A3ddI?! NH 0 A i t. " .. ML .:111 .a .. ^�r�.�i. ;'•� 1 r 1 rl n 1 1 20.1 a ' X m.0 �-Z l0 0� -- o _ :may 2��011 1 1 AFGHAN RIPPEY INC. CONSULTING ENGINEERS CHK er DATE 9221 S.W.Barbur Blvd.,Suite 103 yJ Mpg No Portland,Otepn 97219 1 Tel(°03)24VA*6 { �a 1 r� i r—/ �1 1 � A 7' i 1 i 4nKl' Y I, T rn ON' 44 K"v1'r r t 1' ' r •.t t 7 nrY; J` CIS P�Atim ,► 01, (W761 P . i AFGHAN RIPPEY INC, a i oT DAT0-"'t3 CONSUL71NC ENGINEERS CHK By DAT! '. 9221 SW Barhur Blvd.,Suits 105 roe No ��'?7 ► Portland,Ontgon 97219 — ---Tel(503)244-6066 -- sNEETw,Z_Of�,_,_, r 90 'd 6ZT9bbZ 'SNI A3.=1dI?J NMHMIA" . 7\ • w' i 1 1 4 � t 4 + i s i Y t i i i' 1 t Y� 1 ,p 5- r20 �9 ! 11 7�ph tURN�*�� :s: -31•� AFGHAN RIPPEY INC DY __DATE 1'3O•11 CONSULTINC EN(7T EER5 CHK BY D.UE 9221 S.W.Rwbur Blvd.,Suite 105 I Portland,Oregon 97219 dOp NO 1�Z7 Tel(503)244.6066 SHEET OR rI a. rt A •.h1N� 1 . 1 ...rte �M+uh•ti '� ..I!'i•1:...,...�yh1,yMMr� � ��1;''��1•�� • Apr '. 1 iwa�Fi ,I ' j a _ I J�r L••ATte.hl... oli- � I JOLY 10 5, f,,9a►l v' 12f3 (�� f ti to/ A, 0V13(-101?WL4 wl PROn •aI NpIt d IST20 t A IPA OREGON ✓tt�Y 0 i �9rAH z , 1UR .. I AFGHAN RIPPEY INC. ,QJAL— L•r•% BY r4Q7 oATELIJff 3 CONSULTING dNGINEERS CHK er-oAre 9221 S.W.Barbur Blvd.,Suite 105 •118 NO Portland,Oregon 97219 Tel(501)244-6066 SNEET__LOF 7 1 so 6ZT9btL '3FII t,3ddIN NH-H!3ds1 xmq J' 10.06-1993 SITE ANALYSIS Page 1 of 1 0:41:48 TP.US JOIST MacMILLAN (MAST Siz-E1041) Project Nass; DUAL LOCK ------ TJSizing(tm) v3.40 -- Building Code UBC ---------- Type of Daie 4uoLu4 ----------- 1193040001 --------- ^•i Application: Deflection Criteria (MF..) Member Use................ JOIST I Non Residential Floor '. Defl TL DCfl Member Top Slope Stress 0.000 1 Stress Level............... 100% Span 1 L/480 L/20 Roof Slope(in/ft)......... 0.000 Live Load(psf)............ 100.0 Soan 2 L/480 L1240 Floor Decking................. N Dead Load(pef)............. 15.0 Span 3 L1480 L/240 Repetitive Member Use......... Y PReinforced Orerhan¢s........ NIA Partition Load(psf)......... 0.0 11.875' TJI(R)135C JOIST i 16.1)' 01c 131- b.00" ^ 41- 6.0l.-* ^ 121- 6.00' ^ ----------'---------- 5 1 2 E A N A L Y 9 1 S -------------------------------------------- IMPORTANT' The analvais presented below is output from software developed by True Joist Machillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. TJM 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 IrOJect. The load conditions considered in this design include alternate and adjacent member skip loading. Concentrated load requirements for standard non-residential floors have bean considered. Web stirfeners are required at hearing 21 3 Maximum Design Allowable Control Shear(lb) 1236 IOB4 ( 1925 1762 RIGHT end Span 1 under 1001 street ADJACENT scan load Moment(ft-lb) 2713 2713 ( 5481 202% RIGHT and Span 1 under 00% stress ADJACENT spoi, load LivR Defl.(in) 0.1113 ( 0.339 L/936 MID Span 1 under Live Load criteria Total Dell-Un) 0.196 ( 0.675 L1816 MID Span 1 under Total Load criteria Span 1 Span 2 ^ Span 3 rax. Reaction Total(lb) 638 2177 1960 806 Live(lb) 746 1959 1183 702 Assumed Brg. Length0 n) 2.25 3.50 .11.50 2.25 Max. Unbraced Lencth(in) 63 59 13 64 67 .29 At. scams 4 Copyright (c) 1993 by Trus Joist MacMillan, a limitrd parinershiD, Boise, Idaho. TJ1(Ri is a rear•*red trademark of Trus Joist Mwi!lan. TJSizinq(tm) is a tradesarY of Trus Joist MacMillan, •Y y loll I � �uh�Vl ..: n r• 6-1937 � ;f 3 Nu• �0! 2 w EL_.IBII11 gr0.60II!1.1�A._ � Y�� !{E8:'50315;;• ,i'� TRUS JOIST MAcMI lIpNUARSUGLMP.E. A Limited Partnership I r. i _ ., 1 � ..I_.. Q \�-}•- ,. (• i •IIS• i i. Jon r A)`i1S' JOB w _ SIHEET --OF I r 1 � �^-Y e • r i r; s s ,. r ,.\ �-------� � I , l � � / `. i' f r' .`r r` „; »a„ ana ��F ” + r!"y�'t�l!�.,sM"r��• ' `*i I`�+�b�Ma j 7 Y '1 CITY OF TIGARD �Y COMMUNITY DEVELOPMENT DEPARTMENT ;1 13125 BW Hall Blvd.Tigard.Oregon 67223.8166 (503)636.4171 Pl»L1MB l IVCD (,LH111 I F''ER11}'Ty#. . , . . . : !'k..irl'a, DE-1— If,aSUCD: 219/cE-2/4 ' PARCEL: t r+t^1 I f S r 08330 SW F'IUN711 1,E r ST @1'4: .;UBD'A VISION. . . . : IC)NINU: I-•-PI bt l.)i`3:•a OF WURK. . -.ADD GARBAGE D l wil:'[:1'c OL.:.. ~Y_ _.._......._•-MULA I »E.�HUMr'Y �'YPF' OF U5L. . . . :C:Utiv1 WN15HING MF;1;11. . . . . . . :: 13FaCKf=I.:.GW 1'REVN'fRS. . : ' t jCCUPANCY GRP. sBi t't._'i:lP+, DRAING'. . , . . . . t I f�(11'i�. . , , . . . , . . • . . . )TORIES. . . , . . . . : 1 WATER HEATERS. . . . . . r CATCH BASINS. . . . . . . . � I IZI"UfjC::> .............._ .... ............ I_Fa1.Jh1C�L1Y 7RF�Yr;. . . . . . . :-3f= .Milt~. DRAINS. . . . . C WS. . . . . . . . . . I URINALS. . . . . . • . . • • • L�f2E ACiE TRAPS). . . . . • . � .. .i1VtIT0131E"i. .. . . . . LJ 1 I !G_I? F l X I URL`..a. i l iM/SHOWE.RS. , , . 1 SEWER L INL (ft) . . . . . 1 .If1 I LR LL(T.3.: ?`i. . : Wr41'ER ._INV (ft ) . . DISHWASHERS. . . . s RAIN DRAINBOCKFLOW DEVICE i i. H. 1-1. R 0. t,ype amaraT7t by d�kt e r e+cfat 3.330 SW PUNZIKER RDE: PRMT t; c5. 00 .44 09,122 /93. 1. 2`5 JH 09/c:r?,'/93 'hone it: 639-6148 DFiR LANDSCAPE:, INC 4375 SW PPITRICIA PVL I� I.I_.LSB0R0 CI Ft '''h on v #z 629 -341 1 t i-:6 27,5 TUTC 1 584.3 REQUI RED Ii I LJNL) I '�l�s perait is issied subject to the regulations cortained in the RF'/H ar_ kf low P!+ ev igard 444mcipal Code, State of are, Specialty Codes and all other Final 1 n,pest i on -... ._. _..._N._._.._ applicable laws. ell work will be done in accordance with approved pians. phis perci' will expire if work is not started ttlin 18@ days of issuance, or, if work is se spended for rune h.— 188 days. By- Call. `car. inSpLct; iur► 639-•-4175 i r. kv i n h rr�r I I �r., L� ,., •jj',,u:f lfbl 7'l[f7 t. Ll'1 UI' '1It :�ltU IgJifUl�(►U1 P0.1`11-It"branu fax tran,rnitlal rile C:ily of 7ii)t)n:lPLUMBING f EHMIT r '" � 1:3125 S W 11,'111 Civet i_ APPLICATION r Eticx 2339•i p A igard, OR 917"7 - (!jO3) 639-4171 - --- ----_ _.._.�.m� �,—` 5..�,+wn:H`��—mac v"'�`.::-_a_-•. ._.:.::-. ..—.: ---------- ow,,914 71 _._.- j / / ultra q)bWl - !H—,(r-J F,1U hTY MAIlJobU /, / `/ —. Addr :;;; rs•:: w l> J ZI 6e Y FIXTI.IR[5 - nk7.50 S p NEI or ?•%rWn�t:arriT7 Jam— j stew closet -- -r�-- shwa 1�'nr -_. - ,rz. _- I Fran--6r-ain- Ater Rarer - - Ucc:up:lnt - -ra-:_ -amu ry-nziirl- --z n)er go tticar. Gontractit ��LS_ -r/Ja' r�tt�t _ MISt:ELLANFOUg Sewer lsl 105 ' '-- ---- Y .� wro)y u'cF-a rwk�o ra rave rp`n lis A� r�aur ;iluai�la' -- infnnrration glean Is carlgc't,tftafI nm tlro owner nr flvtlralrnd t+rltxlt or Wetnr SArvice ea Adtflt 21)0' 1300 _ the vwi"w,that pions W11 nittfrtd nm Irr cx)mpflnnoy wiUl.,^,t1t0 laws, dint I Slam6 Rain Dinu) 10 100' - l0 0U am rt>.jictn)o f lyirh Him C vnsfnu f4,,,C)dlh,� tar's Lk+nrd,first Uu,nu,nlur giv0rl is ccwr�l. (11 rargrnpl from$tato mgi.ctr.1tion. plrlaac�grvt►renscxr Stom1 A(lain I)raMt Arjj t. 100' 15(>r) bnlrnv.) Mobile Honig Space -� V15.00 --- v ••,w•+wn.y:.J _ nvvie or Arrti'F'ollvtion 1)pvic>3 759 _ Cruiiiectwd ton nxturtl 'y� ullxi w`or : nrnv irTTlii n r.lt+aiuuun( ii,glu 7 j_- (afr.1T�asni'— ---- � let ho dvnw rosirinnAel(1 nrrn IusidAntinl�- •�- - hrp-of EA%L P6nnbltyj per hr 40.(X1 F.Irls(inq uan of Spf'ysJfy Awlsiostcvl hrSIX"orrs pax hr btuld'urg or f"f,w)ty. r1ia Rn ingln uuu y _'_"'__. __--- -•------ ---- — dw:116r1g 15.00 _ Itnni�it�rrbal hirlJb+w fxnvrlltuun � T rats W1 Use of - c10VIcx1& 1500 fitAkfinp or pitiNdy preventlr,n d-?vfcrs) NOTICC "Minimum Faa T25.Oa SUOI0TA1 PEnw l r,RCr.`r SMF b-4710 IF ;,Jt Of l CQNS1 MMI ION - AUT10Ifl[[r 1t+NrJT I;UMMI:N(j[I)W111IIN 100 I)AYS,UI1 IF 5%,S111(11ARUF cUN9TnUO-1IO11 OR wanK IJ^USpCNUF0 on Af!ANrx)NCu - - -- - - - Fon A FF111(,ip rx- 18n DAYS AT ANY'tlf.tl AI-T[li WonK IS PLAN riFVlr?W 25X 017-SVIITOTAL C0 fhfACNCr'1) ---- TO I A L ;2& "?'S •,r. Sp+Kinl C!xrr),tinrr,---- _------_. __. --•-_�.----og=----�•.� - _. by WN lid F" 5.. a..n..�, ; v J' ` 1 • 1 \ CI'� Y OF TIGARC� REI:,E.IPI"Oki- OF PAYMENT CHECF��RF-CElP,AMOUNT a� y~�?f kL5 GAT3H AMOUNT a 0. 00 NAME_ a CEDAR I.._ANDSCAPE, INC, P'AYME'NT DATE 33 AIiI?I?EEiS a s 4:375 SW PA•T R I G I A ST Sl.Ji3D I V i"I I ON s HII_.1_l+DC�RCl, OR 97123-- r F E='1-IYMEN-T AMOUNT PA I L) F'�IRP OSE. OF P'AYMF=NT AMOUN�1' PAID PURPOSE U __ _�.__.............. -- 4:T. BUILD PER 00 PLUMBING PERM i 0 j 3W HUN T I I.O-Jf AMOUNT PA I D ~ r 1 n f'k f;L 1' 4 k btu IHBPECTI M NOTICE City of Tigard Heildiag Department r 13125 M Hall Blvd. Tigard, Oregoe 97222 S' Inspection Line (Roc-O-Phone)t 639-4175 Business Phones 639-4171 1 Inspections Pootinq Plbg. Dn tr_nlab Nosh. Rough-in Appr/Sdwlk n �^ Pound. Plbq. Top Out Gas Line IINALs Post/Beam S.ract. San. Sewer Pressing -Bldg. Post/Beam Mach. Rain Drain Insulatlon -Plumb. ,. Plbq. Onderllw /Nater Line Gyp. Bd. -Hoch. Date Requested s_ Times AN PH i .. I " Addreses /i s� �.fc'_F Permit fs Builders___1L�` � i p TNZ FOLLOWING COMMONS ARB RBQOIREDs s i �f � Y S., � t Inepectors Dates '_ 73 APPROVED DISAPPROVZD APPROVED SUBJECT To ABOVE _Call. For Relnsp. x' l Pc;; f ` e .It ul�e,:�.w..,.. .. ,. .. ,.yn!!Y.4Atn'nl`*'f.v.1x a wI+2C .�`F.,4ty:yyr,�rY.4A'R.'YN4 ri�FfC•• .., `� .,! I' n �` Il��.r�IOM x0'PICi C>Ltl of Tigard Buildlaq Departiomt 1:1125 BW Hall Blvd.. Tigard, Oregm 97423 Inspection Line (Roc-o-Phone)s 639-4175 3usinee■ Phones 639-4171 Inspections_ Footing Plbg. Underelab Koch. Rough-inAppr/sdwlk Found. Plbg. Top Out gas Line JINALs Post/Beam Struct. San. Sewer Framing -Bldg. i i Poet/Beam Koch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line gyp, ed. Kech. Date Roquestods _� ----T. 11M PK LIO i Address: Permit Is Builders ,xr --- THE FOLLONING CORRECTIONS ARE REQUIRED: _ I Inspectors `�C t Tr, � MA Dates APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE Call For Reinep.. c. r- A� P' . 1 ti> INSPECTION NOTICE q City of Tigard Building Department 13125 OW Hall. Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phons)s 639-4175 Business Phones 639-4171 Inspections_ _ footingPlbg. Undorelab Mech. Rough-in Appy/sdwlk Found. Plbp. Top Out Gas Line FINALS Post/Beam Struct. San. sewer Framing -Bldg. i Post/Beam Mach. Rain Drain Insulation -Plumb. r Plbg. Underfloor Nater Line Gyp. Bd. -Mech. Data Roquestsdt, ,� T Times Ak�_ - PM Address s Permit A t /�L Builders- TM FOLLOWING CORAECTIONs AAE REQUIRED, 4 _1 : _EI r T _fit"iiS �-h TH � 3 R, Inspectors � Dates ,,-APPROVED DrsAPPROVED APPROVED sUBJECT TO ABOVE } i Call For Rainep. i Wc F � 1 i r tC r j ""y1�,7�4'firlY}`�'�9'F�IM,.'�;::.pb+�eJlF+�^71.�C,'�71K±a£'AvS+rFrFypr!,e•«aaw .,,, „ ... . :,�.ar.«.:• r,,:.r;i�N`•A;,ip,impar+ 'IY�-"m*m•r..T.r•::�:ap�c�r,w'ae14""r^'M' "v` ynEa'} TUALATIN VAI 1,EV FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT ' FIRE MARSHALS OFFICE (503) 526.2469 POSTED: i OCCUPANT CONTRACTOR BLDG. PERMIT11.—�� d � 1 PROJECT NAME PLAN REVIEW 0 LOCATION -� ) ��U Kms► a l X L� d� JURISDICTION: 1= Be. 2= Du. 3= K.0 4= Ti. 15= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC COVER FINAL ATTEMPTED FINAL } 3 `3 Framing Separation Walls Sprinkler System `-� Shaft El Fire Dampers � p ( (OverheTj nderground) Alarm System <_f Hood' Extug SystemsConference El Spray Booth El Ceiling Cover Other ;rt �__._ '� ��I^f` � �� I -,� _ 1 ti � - �..d�•v it- � � '` - i t � Date. Inspector. l �, (.� , ` q r4c4« w .t Cit? of Tlgard Building Department / 13125 ew Ball Blvd. Tigard, Oregon 9722 Inspection Line (Roc-O-Phono)i 639-4175 Business Ph 639-4171 Inspection Footing P1 �r bg Underslab Rech. Rough-in/ Appr/Sdwlk j Found. Plbg. Top out Can Line FINALt Poet/Seam struct. San. Sewer Framing -old , g• Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line Gyp, �, , -Koch. Data Requested, S _2 Times AK PK i Address tSit � ' Permit r . Builder: TER FOLLOWING CORRECTIONS ARE REQUIRED, i I r � t t i � J • �4 _ $I --r rr' Inspectors 5 t� Dates �'� I APPROVED DISAPPROVIM APPROVED SUBJECT TO ABOVE _____Call For Reinsp. k AL r i y. INSPECTION NOTICE City of Tigard Building Department 13125 Bw Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone)s 639-4175 Business Phones 639-4171 i Inspections — Footing Plbg. Underslab Mach. Rough-inc/Sdwlk Cie Found. Plbg. Top Out Gas Line FINALi i Post/Beam Struct. Ban. Sewer Framing -Bldg. 'o n y� Post/Beam Hoch. .:din D:7ain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Hoch. Ois e ue tads_q�~ �� v_ �' Nimes AN _ PM Addr2✓eses :'K2— /�N�i�'G/` Permit /:L&U � Builders_ 14 J CA C �S/ 'f 1 THE FOLLOWING CORRECTIONS ARE REQUIRED: ) Co CZ�st, pe Tom Ins ctors Date: lT/ /"APPROVRD DISAPPROVED APPROVED SUBJECT TO ABOVE "— r _—Call For Reinep. r . ti • } �+r �, ) s to 4 ,, 4 {"f { .. .. ,. .,".h.."...+ _ •,,y.',�:H,w o,pl';.+n n•:aaS°IsAA iR.w, ., .. .. ,.M4, INSPZCTION NOTICE City of Tigard DuUding Department i 13125 Ap Call Blvd. Tigard, Oregon 97223 Inapection Line (Reo-O-Phone)s 639-4175 Business Phones 639-4171 u, Inspections_ � ^ ' Footing Plbq. Underelab f.ech. Rough-in l A,Qpr/Sdwlk w l? ` bund. Plhg. Top Out Can Line P NI ALs , a Post/Swam Strsct. San. Sewer Framing -Bldg. 4 Poet/Beam Mach. Rain Drain Inwlatf.on -Plumb. t J. I Plbg. Underfloor Nater Line Gyp. BA. -Mach. Data Ra peated s ' -_Times N // p r Addresss �� •' G 7 Permit f, `� zW Z/- Builders 1 Builders r TBB IOLLOMINO OORRECTIONS ARE REQUIREDs I f i — "iq Inspectors Gam , -_ � 117SX� Dates�1� sku APPROVED 1� ✓� DISAPPROVED APPROVED ,SUBJECT TO ARt`VE � _Call For Reinap. i ;a 1. s �rx CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13126 8W Mall Blvd.Tigard,Orpon 9722398199 (603)639-4171 , ��yy�y11..��rr - �Fi.)):- I",:',:�t.fE..l!n k�`.'J/�1 ti f`.7..• ` F •nY DDRL.J.GJ. . ., 00 -`, LJ �,WJ f QN,41 l-Q.� c :.a i t"'t=1F+(:i.L. _aS I O 1 F�; ... J . . . . . . • . . . . UT, , . . . . FLOOR TURN. . — o EVAP G{JC1i..ERS- � Url: . . . . xt.'':.. ; I�iV, ( iif~f�Tf. lia ,f. VLNT 1=f-INhi. . . LCfJPHNGY GRP. .82: VENTS W/D PPPL :: VENT SYS1'E01E; itL)k1I S. . . . . . . . . t i-0(:)DG. . . . . , ULL TvfjC;:�__._...___ _._. ..._. .c� F: . . , iJ1ii�1{:.:i. INCIN 1 NC L N ,OX XPVGU"1 : 1i,50(bky BTU 15'-3NtM'. . . , : F2E.f~'r'alFl <JN.'T'G•. t I)faI►i! •.:l'.. :i'v ;41)...50 HP Ir+(.11IUS 1()VL a. . l4 GRE SSUfq;. . . :L 50.4- HP. . . . L:t_CJ L.i1= i,J611 ! 04H HHNfLIN6 JhliTO UTl- LN lel'11. 1;i, j UFii\I t 1008, A rU e S= 10000 c•tm s GA.y ULPLCTS. ;f; �1 .emaris5r lriiita.ii, i.sltit tleiAtev,z i,i) b1c:lg ,bell . L oristi,iJct; 1101261 x +vyy canl'twetL; C f_t)J blicig Fpr" I i,'(J;'dSTRUC i LON fi p►, � In -1 ti t �1v dAt e r,f...r,P t ,a 4y4� (:� ' /GNU AVENUE PRMT fi �C,. 4�@ JH 05/18/;).: - �-'l Lf a. IZtti7 ,ii-i C45/ 16/ l�f� ;,:.• ,� �xcl. 1. 80 , al 05/16��y:;. ) FIE::11f�i 1:'1,311 i PPL.., I ,,i L, t X51 7L S. LPFRK I N RD ;tri a, UR 97004 ..... .__. . .__._..•-.___. ._._._�.._�__._•_._�L_ .,. 6 t` 46. Filo TOTAL + lag 44. . : 081-14 RLOWREL) IKU,1 ECFIONS _ - '�is pt!Alt is :svAed subject to tl;e rtgoiatio-s cortaink it the �-,a5 t_irie ln%p fgard Munici?a. Codi, State of Ore. Speciaiti Codes and ali other Mqc:-Tani Leii i„ar applicable laws. All Mork will be done in accordance With H P at i n g (a„t I rt 5 p approved pians. ihis pereit will expire ;f wares is not started F= i na.s l ns pec tt i ori ithin IAA daps of tss':ance, or if work is suspended for bore "• ;an 188 days. ------------ Q r'In i t t• E E :.>i U r i 5s,jed i ✓ = __ � r Gala for ir,.,cier.t;ian 6:11-417 , 1ifW . Wiwi WWI r 5'S . v "1 It+ , f. i.i t �1 b CITV OF T I GARD RECEIPT OF PAYME h'T RECEIPT NO. a 93—x:'401.90 CHECK AMOUNT a 46. 80 hdAMF: a THERM CON7';`WL.. CASH AMOUNT a 0. 00 ADDRE=SS a PAYMENT DATE: a 05/16/93 � !3U DIVI KION a I"URPOSG1 OFF PAYMENT AMOUNT PAID PURPOP E= OF PAYMENT AMOUNT PAID M'E"ECH 1 I CAt_�PE" _...._36.00 PLAN CHECK FE: 9. 00 I ,T. BL.Ilt..D FFR 1. 80 I i HHOB WAE7FW111'JSF' 9330 SW HUhG'lK'FR TOTAL AMOUNT FrAIq — — —> 46. 80 r. , F r t a INBMCTION NOTICZ cD✓ Z K' Cit? of Tigard Hnildiaq Dep" � 13125 BE Hall Blvd. Tigard, Oregon 97223 Inspection Line (Reo-o-Phcnep 639-6175 B neo Ph a� 639-41 I• Inspections Pootiw Plbg. Underalab Mech. qh-in Appr/Sdwlk Pound. Plbq. Top out Cas Line FINAL: Post/Beam etrvct. S+►n. Sewer1ru� -Bldg. 6 Post/Bean Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line gyp. Bd. - ech. Date Requesteds j- Times AN PN ! I Addrea■t O ..J_3 Builders L_ :1 THE POLtAWINO CORRECTIONS 1sRE REQUIREDs -7 !i} f • i. Inspectors Dates APPROVED DLSAPPRWRD APPROVED SUBJECT TO ABOVE --Call For Reinsp. s BMW f is '1. i R i ry W r Lr� ,eyAUryA,rs,�'na M,..'.w9•Wye+rX�iyM,rtk;0"AMrir�lr'�!?M�f�;,�l+MCiftv�"'%ftt&H?A��A17!«G JR4 hb'°Y'.";Q¢'�JJ'�'P',ifi`A�1NTl .?PI '1MlA�f��fY'�h .. ',. JT City 0! Tigard Bnf.ldf.oq Department 13125 W Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 { i n Inspection: � �� r Footing Plbq. Underslab Noah. Rough-in Appr/Sdwlk Found. Plbg. Top Out On, Line FINAL: Post/Beam Struct. San. Sewer Framinn -Bldg. I 1 " Post/Beam Hoch. Rain Drain Insulation -Plumb• t r i Plbq. Underfloor later Li Gyp. Bd. -Koch. � Date Requestedc'•'" ( —�TimesAM PM Addresses -� � .V = Permit #: T `�a�y'�' • Builders THE FOI.I.ONINO CORRECTIONS ARE REQUIRED: Inspector, _ _.� Date: 1 APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE � f Call Far Reinap. 1i a A f R,. INSPECTION NOTICE ,.1 City of Tigard Building Depacta:ssat 1.3125 BW Ball Blvd. Tigard, On qon °7213 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 i Inspect ions C a- -- �i: ! Footing Plbg. erslab Koch. Rough-in App,-/Sdwlk I Found. Plbg. Top Out Gas Line FINALe Post/Beam Struct. Sen. Sewer Framing -91dg. Post/Beam Nech. Rain Drain Insulation -Plumb. a Plbg. Underfloor Water Lina Gyp. Bd. -Mach. � ~ 17///!Data Requested:— �� Times - AM PM a , .. Fr R_ai Addreses_ — Permit 1: -;) - C) Builders— 1 THS FOLLOWING CORRECTIONS ARE REQUIRED: /77 f F i 1 I i Inspector:_ / _. Dater 4 APPROVED --_ DISAYPROVSD APPROVED SUBJECT TO ABOVE Call For Reinsp. t M , f GF'Y �' �t' r v,.1n•�k��, }� tlr %:• M,r�,r,•w.,V„�+ctl Mv"�uMY�t'T ., � �. ': w014NOTIVDe�tyen 4 i `'"� and Bssiiding Grego^ 97223 639 4 7 it x City of Tlg ?igard' Business Phone �.2(R mph 63y-dl'15 Busin�� x;r;�it tion Lin _ '✓4' InspeC Aper/gdwlk Inepectio^s �14 ch• Rough-in plbg• Underelat PINAI s Gas Line utin9 Top Out -Bldg- 1 � � Ylb9• Framing Pram xound. San. sewerInsulation -plumb- I gtru Yost/Beam ct• Rain Drain -Nech• Gyp, Bd. Y /1 fl.� P14 � Mach. f poet/Beam is:s �---' N or Times _ lr Ylbg• Underfloor persoit �s �` i Date jeQueeteds Address: Bu alder s�- `� RSGts)IRED s —�—'"— NG CORRECT � IONg THE rot 'L0�1I ----� � f --��-- oate2 .m ABOVE (/ APPROVED SU inspectROVED - � DIgAPP _ _APPROVED Call For Reinap• INBFzCTION NOTICE_ City of Tigard Building Daparr-aet 13125 Sw Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-o-Phones 639-4175 Business Phone: 639-4171 Inspection: 1 Footing Plbg. Underalab Mech. Rough-in Appr/sdwlk Found. Plbg. Top Out Gas Line FINALe Post/Ream Struct. Ben. sewer Framing -Bldg. 1 Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor water Line Gyp. Bd, -Mach. t-" t yy"" Date Requested._ 1 l Times 7 AM t 'PM Address: )�� L U_f1GZ� Ate— Permit Is Builders Tfm FOLLOWING CORRECTIONS ARE REQVIREDs roll"Akll�_', �zt / T /ice9v/A11*Ce 4 / f, r MY _ )ti t M > -- — Ins to Dates : APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Y Cell For Reinsp. R, 17 1 Jv .. S k NI SPECrtoN NOTICE City of Tigard Building Daparts+_nt 13125 SII Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone: 639-4175 Business Phone: 639-4171 `J. Inspection: Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top out Can Line FINAL: Post/Beam Struct. Sen. Bawer Framing -Bldg. Poet/Beam Hoch. Rain Drain Insulation -PL:mb. Pibg. Underfloor Water Line Gyp. Bd. -Hoch.' p Date RequesteC: 1y T� Pk PAddroset ermit Builder: THE FOLLOWING CORRECTI3118 ARE REQUIRED: 1 S' "I : Inspector: --- Date: PROVED -_ DISAPPROVED _(4�6PROVED SUBJECT 0-ABOVE >�__ Call For Reinsp. SSr i l V 1 1 '7i r r t Y y M s" INSPECTION NOTICE City of Tigard Building Departrmnt � r 13125 BW Hall Blvd. Tigard, Oregon 972235 .? Inspowcion Line (Rec-O-Phones 639-4175 Busineun Phonet 639-4171 Inspection: Plbg. UnderalabC Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out- Gas Line FINAL: POat/Beam Strucr.• San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drai" Insulation -Plumb. J Plbg. Underfloor Water L ne Gyp. Bd. -Meeh. Date Roquestedt_ �' �� Timet AM PM 1 Addreaat —S 5 � -, — _ Q LCL- Permit Builders 'I- A- r t j THE FOLLOWING OORRECTIONS ARE REQUIRED: I 4 - y Inspect,)rt Dete: .---_—_------_ rl. APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE i Call For Reinsp. r. h WIVI 4 r i 'i r. W i iYAi ,Fal�l F� n r +St � $1"r''rP'Y��'tf� ��:Y:stAlpl.;.�,mrw•�A+.:M:+%rwanM..,.,:•r r�... , ..... .. ... ^'iFl`r'.^'I .�+7 .�f`d� ,°, ACTION NOTICE far City of Tigard Building Department 13125 BB Ball Blvd. Tigard, Oregon 97223 , �` a ¢ Inspection Line (Ree-0-Phone)s 639-4175 Business Phoner 639-4171 inepect.lont<_• — �7t ' Footing Plbl. Underslab Hoch. Rough-in Appr/sdwlk Fcind. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. , Post/Beam Hoch. Rain Drain Insulation -Plumt. s I � Plbq. Underfloor WetLina Gyp. Bd. -Mech. � Date Requeeted:_ _ Ti.se: AN PH R3 - Address. v 6 Permit ♦s��_o Builder: SY-S1- �-_ r ,• I :i r THE FOLLOWING CORRECTIONS ARE REQUIRED: -20 i 1 I . In:lpector: - Date:-�� r APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE i __Call For Reinsp. a 1c { .eresr�reneres. i ? Ili6PECTION NOTICE City of Tigard Building Department j 13125 ell Ball Blued. Tigard, Oregon 97223 Inspection Line (Ree-O-Phone): 639-4175 Business Phone: 639-4171 Inspectiont r Footing Plbg. Underelab Mech. Rouq in Appr/Sdwlk ",• Found. Plbg. 7:op Out Gas Line FINAL: ' Post/Ream Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg, Underfloor Hater Line Gyp. Bd. -Hoch. /� 9 Date Requestedt 3 4--) Address: Permit- I tv Builder:_ - / TBE FOLLOWING 00.^_-ECfIONS ARE REQUIRED! I kiT 1 1 1 Inspector: Date: APfROIED DISAPPROVED APPROVED SUBJECT TO ABOVE 'y l,; Call For Reinap. �a ,.�, r>. 3 4. INSPEC'!'LON NOTICE City of Tigard Building Departasat 1312S SW Hall Blvd. TigP_, --egos 97223 Inspection Line (Rec-o-Phone)t 639-4175 Business Phonw, 639--4171 t Inspections i Footing ( plbg, Underslab Mach. Roush-in Appr/Sdwlk Pound. Pi;;. Top Out Gas Lin• FINALe Post/Beam Strur_t. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb, Plbg. Underfloor Nater Line Gyp. Bd. -Hoch. Vat* Rewasteds 3� Times __ AM PN Address:__�`J ,parml TBE FOLLOWING OORREO:IONS ARA REQUIRRD: l zz ------------------------ i i Inapectori _ Date: -� APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE f _—Call For Reinmp. 'r. 10, i is - ' ' ARDS CITY TI �► f COMMUNITY DEVELOPMENT DEPARTMENT onoon 19126 BW HMI Blvd. P.J.BOK 20007.TWwd,4spon 9=(600)M4175 , PLUMBING PERMIT r t PERMIT #. . . . . . . t P'I_Ih`3c VJ�01 4 F,39-4171 DATE ISSUED: 03!17/93 SITE ODDRE'S133— r 06:3130 SW HUNZIKE_R ST PARCEL: 11 t 8UBDIVISION.. . . . t ZONINGi I--P BLOCK. . . . . . . . . . t I_01... . . . . . . . . . . . . . . CLASS"P.1'F WORK. . tNCWGORDAGE DISPO'SAL_G. . . MOBILE AOMI _']PACES. TYPE OF U3E. . . . :COM WASHING MACH. . . . . . . • BACKFLOW PREVNTRS. . �1 OCLIUP'FUVCY C-;FiP" . tE►,-, F"I_.OrJR DRAINS. . . ., ., , . t T'RP1PEr. . . . . . . . . . . . . . s � STORIES. , . . . . . . : 1 WATER HEATERS. . . . . . .. CATCH SA+w)IN,-i. . . . . . . . « F"IXTURGS-------.-_ _._._ ._....._-- I._.PUNDRY TFRAYS. . . . . . t l=' RAIN DRAING. . . . .. . }' LINKS. . . . . . . . . . a URINALS. . . . . . . . . . . . GREASE TRAP'S. . . . . . . LAVATORIES. . . .. . : OTHER FIX'TlJRES. . . . . : '1 TUB/SHOWERS'. . . . i :3E WER LINE (ft) . . . . t WATER CLOSETS. . t WATER LINE DISHWASHERS- -- RAIN DRAIN (ft ) . . . . � s Remarks . Constriic:t 1001 x 2: h. w i r � • 1� CITY CIF T I CARD — RE'C F I PT nF PAYME:N'C RECEIPT NO. :93--,83787 I CIAE'CK AMOUNT 32.1. UA NAME H & A CONSTRUCTION CASH AMOUNT 0. 00 r IDDRE:SS s PAYMENT DATE: s 03117/9:3 SUBDIVISTON s I Y , PURr"OSE 13F PAYMEW AMOUNT PAID PURPOSE; OF PAYMENT AMruN—p PAID �i"T MEliN(34WE:F2M T 2-5. 00 O1 AN ^CIiECI< FC: ST. BUILD .t='FR I i 6330 SW HUN Z I K1=RX.. ...; i al faMOUNTF A.,,.. 32. 50 j I 1i i i l INSPECTION NOTICE City of Tigard Building Department 13125 SM Ball Blvd. Tigard, Oragoo 9:22 Inspection Lina (Roc-O-Phone): 639-4175 Business Phone: 639-4171 Inspections— fcotinq Plbg. Undoralab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Q 1 Post/Roam Struct. San. Sewer framing -Bleq. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor. Nater Line Gyp. Rd. -Hoch. Data Requested: I 7 _Tina: AM PM Address:. �-�1..� ' Permit #_� Builder: TBE FOLLOWING OORRECTIONS ARE REQUIRED, -- y i I! i - - I Inspector:__^ 4= Data: 'PROVED DISAPPROVED APPROVED SUBJRCT TO ABOVE Call For Reinsp. 1. I d INSPECTION NOTICE City of Tigard Building Department 13125 BW Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Dusinees Phones 639-4171 Inspection: Footing Plbg. Underelab Mech. Rough-in A 4 ppr/Sdwlk Found. Plbg. Top Out Gan Tine FINAL: " u Post/Seem struct. SRA. sewer Framing _gldq, ;.. i K. ^ost/Ream Mech. Rain Drain Insulation -Pl:utib. { R Y Plbg. Underfloor Water Tine Gyp. Bd. -Mech. Date Requested:_ � L. _— Time: �1AM PM Address= �3.3U �`�' /�C✓ :,� Permit i Builder:__ ■ rte'" THE FOLLOWING CORRECTIONS ARE REQUIRED: zx/ /fe c'/G�� Q �L l� C�G�/�f� S ., Inspector: _.�—. Date: "d APPROVED DISAPPROVED F APPROVED SUBJECT TO ABOVE Call Foe Reinsp. f .4 u qn INSPECTION VOTICE / r ' City of Tigard Buil.ltn De 9 Department 1:125 Sw gall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O_Phone)s 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg• Underslab Me- — Rough-in g Appr/Sdwlk r Pound. Plbg. Top Out Coe Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bld • 4• ' Poet/Beam Mach. Rain Drain F Ineulatlon -Plumb. Plbg• Underfloo Water Line Date Requi:eted:_ � � y 3 Gyp. Rd. -Meeh. -[; Time: AN L —PN Address:— Permit Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector: - - -- Date: APPROVED p;^,%PPRf,VED -� APPROVED SUBJECT TO AROVF _Call For Reinsp. ` fi „, INSPECTION NOTICE L City of Tigard Building Depart—t 13125 SW Hall Bled, Tigard, Oregon 97223 Inspection Line (Rec-O-Phone{s 639-4175 Businses Phone: 639-4171 y Inspection:_ Footing Plbg. Underslab Mech. Rough-in Appr/3dwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam etruct. San. Sewer Framing -Bldg. Poet/Beam Hoch. Rain Drain Insulation -Plumb- ' Plbg. Underfloor Water Liinne�f Gyp. Bd. -Hoch. oil f Date Reque ted s 22 7 ----Times A.M _ __PH Addrens:� ermit i --- Builder: TAL' FOLL3WING CORRECTIONS ARB REQUIRED: 00 i l � i !y u r Date: 4 Inspecto 9 Yr ff \/ APPROV;tD —_ DISAPPROVED APPROVED SURJRCT TO ABOVE ,'• Call For Reinsp. �-- : r;Al pi i .. -- ---- --- —� .. SITE WORK , PERM I I PIER141-1 #. . . . . . . SI'f93--oiziee C17YOF71FARD CFTYOF,MRD COMMUNRY DEVELOPMENT DEhA19TMM Mme, DATE ISSUED: 02/ 17/93 • 19126 SW FWI Blvd P.O.Bac 23397,T*M,Or"M 97•c."r(603)630417E j'i� ODDR _L)b. , k�5..,,.,k bW HU I.. raUNDIVISI0H. . _ . ZONING: I-1=' BLOCK. . . , . . . . . . . LOT. . . . . . . . . . . . . . TYPE OF WORK-.Ni-..W PAVING". . . . . . . . . :Y RESO. IVU. : EXCV VOLUME. : cy GRADING'?. . . . . . . . :Y VALUE. . . $ : 36Vrvir'y FILL VOLUME. : cy LANDSCAPING?. . . . :Y � ENG FILL?. . . . . . .11 SITE:: PREP?. . . . . :lu SOILS RFT REUD7' :I\I STORM DRAINS?. . . :Y IMPERV SURFACE. . :34320 sf Remark, : Construct 1001 x 200' concrete tilt—up bldg for office/warehouse. Site work ._ Water, sewer. storm chains. grading & paving. r Owner. F'EES -------------- H & A CONSTRUCTION type amount by date recpt aA945 SW 72ND AVENUE PRMT $ 220. 00 JH 02/17/93 - PLCK $ 143. 00 JH 02/17/93 — T T GARD OR 97224 ,SPC T $ 11. 01a JH 02/17/93 — Phone #: 639-6148 Contractor: ----_—._---_----_---.____._--___— KONEI_L CONST'RUCT'ION CO. ::'7396 R V BEN LANE SANDY OR 97055 Phone #: 668--3516 $ 374. 00 TOTAL Rey #. . : 48586 ----- REQUIRED 1NSPECTIONn --------- This permit is issued sub)ecf to the regulations contained in the Erosion Control Tigard Municipal lode, State of Ore. Specialty [odes and all other Grading Insp applicable laws. All work will be done in accordance with St rm Drain Insp approved plans. This perait will expire if work is not started San Sewer Insp within 180 days of issuance, or if work is suspended for more Landscaping Insp than 180 days, f=inal Inspection Permittee Signature : Issued By .- J Call for inspection - E-39--4175 J: 1• A - � 13125 PO itau BW. PLNCK,'rECT # C-.� TI �ITY OF roa""vz97 PERMIT # �'1 T�l✓7 �C�CJ� COAINIUNITYDIVELOI'MENTDEPARTMENT T'�"�Orc�on977ZJ (503)6391171 DATE ISSUED _ I' JOB ADDRESS: 0833 SC.,) 14121' r . TAX MAP/LOT _ SUB: _ , LOT: LAND USE: VALUATION: ,�t 3 r,,,oa ) g / SPECIAL NOTES > t NAME: C� REISSUE OF: ADDRESS: &I . 7�'S LAST REISSUE: 'x 7,22-3 FLOOD 'PLAIN/ PHONE: 6.� -- _ SENSITIVE LAND: _ REQUIRED COt�tTRACTOR APPROVALS, EQ IREO NAME: k?/7C1�� - — PLANNING: _ ADDRESS: ENGINEERING: r _ _ FIRE DEPT: __ M PHONE: __— OTHER: CONTR. BOARD A: � 5 � � EXP DATE: _ ITEMS REQUIRED SUBCONTRACTORS: PLUMB: _ _ LIST/SUBCONTRACTORS: MECH: BUS TAX: ARCH/ENGIN ER CALCULATIONS: NAME: y 142K TRUSS DETAILS: ADDRESS: OTHER: PHONE: PROPOSED BLDG. USE. COMMENTS: APPLICANT SIGNAIURE �R Received By: _ _ Date Received: _ On+dNyeMHN!1MArY^•^. ,.onwragr;nae rtY,nhr ,. ,, „ .. .... PERMIT # ACCT # rlFSCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees U• '� 10-431 00 Plumbing Permit Fees — ? i :0-431 01 Mechanical Permit; Fees _---.- 10-230 01 State Building Tax (5%) //100 —'A 2.0 f Building i Plumbing Mechanical c 10-433 00 Plans Check Fee ■ Building Plumbing Mechanical ,I 10-230 06 Fire - 30-2091 00 Sewer Connection 30-444 00 Sewer Inspection 25-448-02 Commercial TIF Fees _ — -- 25-448-04 Industrial T11 Fees — 25-448-06 Institutional TIi Fees 25-448-03 Office TIF Fees — 25-448-01 Residential Traffic Fees — 25-448-05 Mass Transit TIF Fees __- 52-444 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg Mr (SSDC) —— 24-445-01 Water Quality (Fee in lies of) i 74-445-02 Watur Quantity (Fee in lieu of) 1 OTAL 00 — —374,0 nm/3587P.WPF h •r ■ ■ i trlIV OF 1IGARl7 F2EaC;E.IF'T (IE F•AYMCN1 F2F.'..CF:IPT NO. 9U 3- •.,67`Zo �g CHECK K AMOUNT 374. 00 iJAME e H �? A 11ONSTRUCTIUhd CA51-I AMOUNT 0. 00 Fal:tl.rF7E f; PAYWNT DATE z OE 7/93 .3OBDIV252t.IIJ a PURPOSE Or PAYMENT AMOUNT F=fA l D P►..IRPIJt�C' of F'AYI,ir.l l r AMOUNT PAM D i ` }1tJ11.[r21'�I(�_. P'M.._ __.�..... ;,nth. 001'I.E•aPJ CIi C:i'. 1 t; 1 4 3. 00 SUILZ P .F? 1. 1. 00 I t 6330 SW NUN7. IKER FOO Al_ AMOUNT POI D 374. plo 4 t i�C by S2�r' � G 'v3,}�4 �j F ,.i'. r � � A� a f j�yl ff•2 t i - y M1i �� i'r f�,a ,.A' c 46060 7,.IIT1D VOID AFTER 180 DAYS PAY ***:f Olt C L L R • J S � � ,5 C T S • TO THE ORDEF CFOP � --��:�iraa:ao S•ynatrr� ••'lI^C' '�IRrA'U�F ■ 11604608011' 1: 1230002201: 036 0002 133,16 CITY 0= TIGARD. TIGARD OREGON N0. 46080 60pO t Ih / Dl TC _t 4-- - -- -----I—T--- C ..r .. , NO1,11T ;. C ---------- C�/ FU:.`c S n A-01c.25 i I I ... N"ng MaIrresa an All itmm ve arcium- subject it, �. 4 ation use, i - -- - ..�..� r... J ►u •O � 4i V C17YOFTIGARD �> ARD f COMMUNITY DEVELOPMENT DEPARTMENT txtmooei FSU I LD I NU PERMIT � 3 � 4 t3MSSWNdrBlvd. P.O.Bot 23307,Tfpod,aupon 97223l�1M4t75 F,F-,F #. . . . . . . : PUF92 0 46 Cff 6,-k9-4171 DATE ISSUED: 02/ 11/93 SITE (-iDDRESS. . . : 08330 SW HUIv'ZIKE'R S`I' PARCEL_: 2SlrLr1l?C--02200) f SUBDIVISION. . . . : ZUIdINh: I-P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . r ----------------------------------------------------------___-__----- REIISSUE: FLOOR AREAS----------- EXTERIOR WF1L1._ COhlB•TRUC'TIOiq-- C:LASS OF WORK. NEW F1RST. . . . :2 0000 sf IV: S. E:cHR W.- TYPE :TYFE OF USE. . . :COM SECOND. . . : sr PROTECT OPENINGS?----•.----— ---- TYPE: OFF CONST. -5N THIRD. . . . : s-F N: S: E: W: OCCUPANCY GRP. .-B2 TO f'AL--- ---• _0000 r f ROOF' CONST:BF=I RE RE I ? : Y OCCUPANCY LOAD: BASEMENT. : s f AREA SEP. RATED; STOR. : 1 HT. :26 ft GARAGE:. . . .- sf OCCU SEF'. RATED: t S11T? :N MEZ Z?:N RFOU FLOOR LOAD. . . . : 1: 5 p s f L-E_FT: f t RL-.)HT: ft FF I R SPKL:Y SI10K DE T. N DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM:Y HNDICP ACC:Y BEDRhIS. PATHS: IMP SURFACE. 346-20 PRO CORK:N LARKING: VALUE. $ : 400000 Remart<s : Construct 100' x concrete tilt-up bldg fcr office/warehouse. i H & A CONSIRUL;TION type amount by date recpt 149'+5 SW 72N1) AVE14UE T ri $ 1,3 761. 01-A JFI 02/01/93 - PRMl- $ 1 18,3. 00 JH 02/01/93 TIGARD OR 97224 PLCK $ 768. 95 J'LH 11/18/92 92-233827 Phone #: 639--6148 FIRE $ 473. 20 JLH 1 1 /18/92 92-233827 5PCT .$ 59. 15 JH 02/0 1/93 - Contract or: - --- - -- _____..._.._._..__.._-____.__.____-SSDC $ 1 L20. 00 J1.1 02/01/9 3 - H & A CONS1RUL1-1 ION COMPANY' 01ISC $ 601 6. 25 JH 0:3/01/93 - 14945 SW 72ND AVE* P. O. BOX 23755 1113ARD OR 97223 Phone #: 639-6148 $ 2;:;375. 55 TOTAL Reg #. . : 01,341 ------- REOU I RED INSPECT IONS -- -- -This permit is issued subject to the regulations contained in the Foot/F or.tn d Insp Tigard Municipal Code, State of Ore. Specialty Coats and all other Reinf Steel Insp applicable lays. All work will be done in accordance with Slab Insp approved plant. This permit wi r l expire if work is not started T i 1 t-,.t p I-,n 1 Insp _ within 180 days of issuance, or ii work is suspended for more Framing Insp than 180 days. Roof n a i i n g Insp Ins,_tlation Insp Gyp Board Insp S It s p C e i i n g Insp Permittee Stgnati-tre : Final Inspection I s_i.t e d P y , � --- . ............� -- G Call for, inspection - 639-4175 a. �M1vro"r M a h 0 C17YOF71FARD SEWER CITY TIMID ERPI ITcrIOly COMMUNITY DEVELOPMENT DEPARTMENT oamoa:� PF-r2Ml r #. . . . . . . SWR9:�-03a4 13126 6W HWI Blvd. N.O.Boos 23W,TiPM,Or"On 072''.3(603)PM 4176 �q. SIVE: ADDRE:SS. . . : 08330 SW f IJNZ l i(LR S T PARCEL: 2S 101 BC-02x00 f 1 SUBDIVISION. . w . . . . . . . . . . . . ZONING: I -P �• BLOCK. . LOT. . i 4 'IAM NAME. . . . . :BUILDING SHELL � r •iA 1\10. . . . . . . . . . . FI XTUHi7 UN-TS. . . :0 CLASS OF WORK. . . :NEW DWELL I NU UTA ITS. . : l P TYPE OF USE. . . . . :CON NO. OF BUILDINGS: l INS70LL. TYPE. . . . :BUSWR IMPERV SURFAL'E. . :34320 : S i RemaH4s: Consti-i-ret 1001 x .�-,001 concrete tilt -Up bldg for office/wareho1.rse. � 0 w n Va r• __._.__.__...__.____._._..__.____.____._...._._...______.._______....__.____--____-- FEES --_._.._---•--____.__._ 11. H. 0. & B. type aniol.rnt by date r-ecpt 14945 SW 72ND AVENUE PRM-1 $ ?100. 00 JH 0c/01/9.3 - IIv5P $ 45. 00 JH 02/01/93 - T I GARD OR 97224 Phone #: 639--6148 Contractor,; _..._.__...__._-._--•-•--__..___....-•---__.____.__.___.. P` CONTRACTOR NO !" ON F I I...E j F'h orr ii.- ##: 2145. 00 TOTAL Rek# #. . RE0.0 I RED 1 NSPIECT I ONSThis Applicant agrees to comply with all the rules and regulations Sewer l nspreCt i on of the Unified Sewage Agency. The permit expires 160 days from the date issued. [he total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the ,__�_•„�• �_� _ __�___, _�__ side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from _ __,_�_..__._, �• �!_�. the distance given. If not so located, the nstaller Sha 1 purchase a "Tap and Side Sewer” permit and the Ag will inst 1 lateral. Permittee Signati-tre . I _i_r e d By - - ___ Call for inspection - 639-4175 i L.� I •:fly - . , y�� -..eaiarivn.tTTV1�1' dk�, .P r r` j j T A1312S Sw Ifar Blvd. PLNCK/RFCT #I CITY O1_' TIGC]RD r�� c°3`r'�g 3vru3 PERMIT # COMMUNITY DEVELOPMENT DEPARTMENT (5,03)639L4171 DATE ISSUED a; JOB ADDRESS: ��' �✓• 2 �� TAX MA°/l_OT — SUB: _ _-- —. LOT: _ LAND USE: —_ VALUATION: *1 P!OVED TO ISSUE ** LAY W� OWNER SPECIAL NAME: _ REISSUE OF: ADDRESS: --y�� s�y �� LAST REISSUE: FLOOD PLAIN/ t PHONE: —�� — --- SENSITIVE LAND. _ ---- CONTRACTOR // APPROVALS kc4UIRED SbjCGII -0614k-- NAME: c �)NSt!uGnrJ�✓ PLANNING: _ —_— ADDRESS: ^' 13,0 Y, -237Y-S' ENGINEERING: —_ FIRE DEPT: — — c OTHER: 7"/F PHONE: CONTR. BOARD N: _ �¢/ EXP DATE: _ ITEMS Rc-QUIRED SUBCONTRACTORS: PLUMB: i—_ _ LIST/SUBCONTRACTORS: MECH: BUS TAX: ARCHZENGINEER J CALCULATIONS: NAME: ._ ��_�U�—Ei✓ /zo61 AL _ TRUSS DETAILS: _ ADDRESS: 3, L 3 rev OTHER: i PHONE: _ �Z- 413 PROPOSED BLDG. USE: COMMENTS: sD29z-oaz ter,, &lz, e_,266*1�e1 ate► zi -AC APN TUBE Received By: _ Date Received: / Z_ .. 4... - _ I PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE _ 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees 10-431 0; Mechanical Permit Fees — — 10-230 01 State Building Tax (5q) Building _ — Pl umbi ng Mechanical — 10-433 00 Plans Check Fee Building _ Plumbing I I Mechanical _ 10-230 06 Fire �73"O 30-202 UO Sewer Connection 30-444 '•r Sewer Inspection 25-448-02 Commercial TiF Fees _ 25-448-04 Industrial TIF Fees 25-448-06 Institutional TIF Fees _ 25-448-03 Office TIF Fees 25-448-01 Residential Traffic Fees - 25-448--05 Mass: Transit TIF Fees 52-449 00 Parks System Dev Charge (PDC) — — 31-450 00 Storm Drainage Syst Dev Chry (SSDC) ' 24-445-01 Water Quality (Fee in lieu of) > i 24-445-02 Water Quantity (Fee in lieu of) 0. i TOTAL. ' S ;Z 'flu•, ' z4,278,40 nm/3587P.WPF �J : I s r R r Cl 1Y OF REt."L T PT OF PAYMI-NT PE:.0 E I PT NO. CHECK AMOUNT s 24278. 40 i NAME s H & A CL]Nf3T'RUf_"i f 11Pa CASH AMOUN f : '`• 00 �'aF�DRFSi,j s PAYMENT DATE: juc.'./01 i 9•_ ` oLITADIVI`"TIIN F'URPOt E Ur F'AYMF NT AMOUNT I-'AID PLlRPUSE 1�]F PAYMENT AMOUNT POT,a:� 1183. 00 yT. SUIL U f:iF.:WE R USA 2100. 00 SEWER INSPECT 415. 00 INDUSTIAL TIF I=CE'S 12683. 00 MAaS TRANSIT Ttr' 1.L178. 00 MISCELLANEOUS UNGR U'I IL. 6010. gab fSIORM DRAIN SDC: 1 1:?I[I. 00 r, a , 6330 SW FAUN Z I KE R 10TAL.. AMOUNI PAID 242'78. f►0 CITY OF TIf,ARD -" RFC'FIG'T OF P'AYME'NT PEC;EIPT NO. t92—c?33V.2 rIIFCK AMOUNT a 1245. 15 NAME: a H & A CONSTRUCTION CCI CASH AMOUNT t 0. 00 ADDRf.Ss t FOCI BOX 83755 PAYMENT DATE s 1 1/18 92 a '. TIGARD, CTR SURD IVISION s k PURPOSE' OF PnYMFN AMOUNT PA I D P PRP 06F OF t=nYMF:NT AMOUNT IPLAN C:ME.CF', FE7, 1 1--40C: 1 E45 15 r II ` e. I I I 1 iI r TOTAL. AMOUNT POID — — _> 1,P45. 151 fr' I K' a a 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 {� December 16, 1992 Van Domelen/Looijenga 3933 S.W. Kelly Portland, Oregon 97201 t Re: H.H.O. & B. 8330 S.W. Hunziker 609OA-157-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the j 1988 editions of the Uniform Fire Code (UFC) and those sections ! of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Plans received for the above captioned project have been ' reviewed and are conditionally approved subject to the following items: 'r 1. Access roadways and firefighting water supply shall be installed and approved by this department prior to combustible construction. UFC Article 87 ` 2. Plans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to installation. UBC 302 (b) 3. All doors shown on the drawings must be openable from the inside for immediate exit at all times without the use of a key, special knowledge, or effort. UBC Sec. 3304 4. Hardware for the main exterior exit Moot may be a key operated deadlock if there is a readily v'.sible, durable sign on or adjacent to the door stating "TH13 DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" . Thi-3 sign must + have letters not less than 1 inch high on a contrasting 4 background. (UBC Sec. 3304) 4 f "Working"Smoke Detectors Save Lives r'y, 5yy 5 A n IMyyX,• Van Domelen/Looijenga -� December 16, 1992 Page 2 5. There must be a floor or landing on each fide c.f all doors. The floor, or landing must not be mnrP than one- inch lower, than the threshold of the doorway unless serving access for the physically handicapped. UBC Sec. 3304 (h) ' 6. The tenant space number must be prominently displayed on I the street front where it is readily visible to drivers #� and officers of responding fire apparatus and othF-r emergency vehicles. UFC Sec. 10.208 7. Not less than one1 ( ) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) squar foot of floor area or fraction thereof. The travel distance to an e.:tinguisher from any portion of the building shall not exceed 75 feet. UFC Sec. 10. 303 (*; 2A10B:C, - Light and Ordinary Hazard 4A10B:C - Extra Hazard (**) 3 000 - Light Hazard 1, 500 - Ordinary Hazard 1,000 - Extra Hazard Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements in National Fire Protection Association Standard 10-1. 8. Pri )r to the use and occupancy of the project (space) , a cer:.ifi.cate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec.. 307 Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If I can ral rther assistanaa to you, please feel free to contac2501. J OFiMars ly rk BP:kw f i cc: Tigard Building Department H & A Construction r. u ,4 r ,.y' y UNIFIED SEWERAGE AGENCY OF WASHINGTON COMITY i. F 12=E LN 1 T RAT 1 NGS • TOTAL. 'TOTAL F 1 XTLRtE VALUENU BER NUMBER BAPT 1 STRY/F'ON 1 4 j HATH — TUB/SHOVER — JACUZ/%FPL 4 CUSPIDOR/WATER ASP 1 DISHWASHER T COMMER 4 — DOMEST 2 0111NK1NG FOLMITAIN I I FLOOR [RAIN — 2 INCH 2 f � j — a INCH S i 4 INCH 6 GARRA= D I SPOSAL.• — DOM (7O* HP) 16 — cow(TO 3 HP) ]2 — IND (OVER !HP) 46 01L SEP (GAS STA) 6 !1.101 R - GANG I - STALL 2 f 1 IK - BAR 2 o - BRADLEY S - COMI+ERC I AL 9 - SERVICE WAV&R. CLOTHES 6 WATER EXT 6 WATER CLOSET 6 :lAy LRt I NAL 6 / Fx value this ten EDU - this tenant I :� Stun. fx value - bld O � � Run. EDU - bldg. 2 Sewer pennit # DATE I `C` )' 1 NSP J TOTAL BUS I NESS U l d� EDU ADORESS J `� N c,l�[Y c.>�Y PERM 1 T NO. TAX MAP/LOT J.J I ' / �C; ,��tL c COUNTED FROM 73-23 R6] i - r. i a - Y -IL APPLICATION - STREET IMPROVEMENT/EXCAVATION COPY TO: ORDINANCE NO. 74-14 (YELLO)W)FI NSP. ® (I'INK)-OTIIERAGENCY (INSTRUCTIONS ON SEPARATE SHEET) (BLOB)-APPLICANT J APPROVED ;3Q APPLICATION NO.: — (:ITY OF TIGARD, OREGON 20U.00 _ N07 APPROVED (] FEE AMT.: >I-- ----- --- �`� PENDING FEE. PMT. Ll f:I'I'l' HALL RECEIPQ.: PEND INGSECURITY ❑ PUBLIC WORKS DEPA RTMENT BY DATE_-12 1--� PENDING AGENCY ''OK" ❑ ,Application And Progress Record AAINTENANCE BOND fR__ ------- 4 PENDING INFORMATION L] FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED ANNUAL LI PENDING VARIAN.E ❑ EXPIRATION ATE:•_. —_1------ - ? Z(� Z- I+ `5 PZ PERMIT NO.: -- ------_-__ DATE ISSUED: _- �I��1.____--- . BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTf;LI_ -..CCICRE1' _SIU/ WAL /C?RIVE.WAX APRO4'I3 & WATER SERVICE(S) AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT H. H. O. & H. 14945 S.W. 72nd Ave. iyi-:tCd, OR 97224 639-6148 , NAME -_--- ADDRESSCITY -_--�PHONE_— CONTRACTOR— H & A Construction P.O. }Sox 23755 Tigard, OR 97281 639-6148 NAME ADDRESS - CITY PHONE PLANS BY- Vanl uawlen/Loci en a 3S33 S.W. Kelly Ave. Pl:rtland, O`2 97201 222-4453 NAME ADDRESS CITY PHONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ DOLUAiS,r100•UO __ FOR OFFIC U (2.) EXCAVATION DATA � 0.04 x S X1660.00 a: 200. STREET DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENG114 WIDTH DEPTH ITEM A QUANTITY _ STREET OPENED Hunxiker Ri d Cies attach ) ITP E ON 4 ESTIMATED STREET OPENING DATE: / Is ESTIMATED STREET CLOSING DATE: -- E rFINAL REET (3) SECURITY NO. _�- — SECURITY AMT.: S 5'x•00 - OSED SURETY CO.: _--1ht Aw�c�lc�►� ivt4, �p� - CERTIFIED CHECK :l CASH ❑ BOND PEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL - SPECIA.. PROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. 1. Notify Lnsl: ::tor Uetha Thau6a} '-w k. n9 I I I I conform tac dards & scific:ations 4-1A I I 1 to the attacher] plan. o - CUAB - ' ,� _ _ _ _ _ - _ _ _ _ _ .: ... a,._ _ _ IJre-nottf cat on, a c. des. S.W. HUNIIKF.R STREET 4. Traffic. & pedestrian control must r--- — --- -- --- txeerah rA hid 1 r F7 -c llle - • _ ._ _. _ _� _ _ _ _ _ _ 5- The roadway shat L not be closed -,------- —_- -------- --� ---+---- to t roc.rg� _ra c, a any . Ins. work area I required at the and of each clay. I SITE. 1,330 S.W. Hunzike Edd. I � � Erosion control mustbe Pro>>t*ded Or by Con rac o ------ NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION Tt) APPLICANTS TO CONDUCT WORK WHERE RIGHT OF WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THESTATE OF OREGON. THE APPLICANT AGREES To DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPEC11"ICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE CITY AND EMPLOYEFS AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. .y APPLICANTS SIGNATURE DATE ��J CITY OF TIGARD a OREGON a December 7, 1992 i H.H.O.& B. 14945 SW 72nd Avenue Tigard, OR 97224 4 I RE: Traffic Impact Fes for. H.H.O.& B. Warehouse at 8330 SW Hunziker Dear Applicant: Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $13,761.00 You have three payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note. (If you wish to exercise this second option please contact me for additional details.) The third is to defer payment of the amount due until time of occupancy. Please note that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee based on that category. A notice of appeal must be received by the City Recorder no later than 3130 p.m. on August 26, 1992. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. if you have any questions, or if I can be of further service, please r-ontact me at 639-4171 ext. 390. Sincere Y. 7./4 Vi Goodwin Development Services Facilitator c: TIF file i i 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 — J rJATE: PLANS CHECK NO.: �'7l9Z— PROJECT TITLE: /�•�1 d. a wA,Pf1busC COUNTYWIDE TRAFFIC IMPACT FEE APPUCANT: C,W49Y 11eZl -FR WORKSHEET o. f 8. ■ OR NON-SINGLE FAMILY USES W1 I ADDRESS: (F � .�y9yS 5'0 7Z eo' Ape- CITY/ZIP/PHONE- ■ { RATE PER TRIP TAX MAP NO.: , RESIDENTIAL $146.00 ZS I /QLD TL Z BUSINEW AND COMMEBOAL $3Z.00 SITUS NO.ADDRESS: OFEIGE $134.00 30 SAS uN I IND STRIAL141.00 j INSTITUTIONAL $60.00 — tr PAYMENT METHOD: ; CASq/CHECK CRECIT INSTITUTIONAL ONLY: BANC ROFT ROMISSORY NOT LAND usE CATEGORY OESCwPTION OF USE Y AVO. TRIP RAI WEEKEND AVE TRIP RATE DEFER TO OCCUPANCY / 1UAL AI/A>Q�rllous �� J� BASIS: CALCULATIONS: Z7 X TiPIlOS GfiVE,MTE X -Y;e/P �C'�7E /tet/ vp[CA,PS= 7�/F ZO -,csr x 4!ff TQiPS X 6 P ROJECT Tl11PaQENE11AT1oN: TOT.IL A1?7,0"N T A UE --'� : /33,f 1.3,W Wo/ 60 ADDITIONAL NOTES: FOR ACCOUNTING PURPOSES ONLY: MASS T 4AJCt -T G, S. F. T,MusA,va GCoss sou T 1 j PREPARED BY��- I i CC: WASHINGTON COUNTY TIF NOTFROOK forrn tif10 4 -- -- _- VAN OOMELEN /LOOIJENOA/ Job = MoOAAAIOLE/KNAUF Client_ Consulting Engineers Job No. _ By — ii3933 S.W.Kelly Ave./Portland,Oregon 97201-4393/(503)2224453/FAX(503)248-9263 Onto Sheet No. fl a a� fit•' �G. 4, 175 r' i r it �r , ry { i. =__--- VAN OOMIELEN /LOOIJENOA/ Job_ McOAF RIGLE/KNAUF Client -- ? _��==_ Consulting Engineers Job No. By 3933&W.Kelly Ave./Portland,Oregon 97201-4393/(503)222-4453/FAX(503)248-9263 Date- Sheet No. — ■ Gam— /* �� ■ ITol �rrli Gr4r'I ��r,�"rs r t ,4✓o AW. Go C r .y.' ul��;;;►.;�. •�:.. - .ti `';F0. F°. sy` � q. 1t -- VAN DOMELEN/LOOI.JENOA/ Job_ O _ -- - MaGARRIOLE/KNAUF client- Consulting ' lient.Consulting ' ,igineers Job No. _ By 3933 S.W.Kelly Ave/Portland,Oregon 97201-4393/(503)222-4453/I-AX(503)248-9263 Dete_ � � Sheet No.9 12,6' 37 s p P - ` 2 / M I i ' i I i 1 1 VAN OOMELEN/LOOIJENOA - -. MoOAAAIOLE/KNAUF Client — __._______ Consulting Engineers Job No. By . 3933&W.Kelly Ave./Portland,Oregon 97201-4393/(503)222-4453/FAX(503)246-9263 vete 2 Sheen No. 't 71 1 1 f r �ft �/,5( /?•3� �/3' ��2 < /Col �Nz i I _ Fa` 149 lz C/ 71 !, ,,a fz = l•5 (3/,4-8) ,/�.5(/.�s s/� i�z < 2'53 /� 2 i, Y+ f�..a��y 1-•q f e$s:��. VAN OOMELEN /LOOIJENOA/ Job _ MOOAAAIOLE/KNAUF client _- - ��- • Consulting Engineers Job No. E3y 3933 S.W.Kelly Ave./Portland,Oregon 97201-4393/(503)222.4453/FAX(503)248-9263 Dete Sheet No.t—a—4 r1 4 1 3.77"`) Zoo 7, ry P ' 4 4' e, x 4 i" I 1 44 A111,wood _"- VAN DOMELEN/LOOIJENOA I Job — McAARRIOLE/KNAUF Client -_ Consulting Engineers Job No. By �• 3 3933 SW.Kelly Ave./Portland.Oregon 97201-4393/(503)222-4453/FAX(503)249-9263 oetn�[, 2 finest No. i rt ale-Cv AV i i 6' t , i Y� VAN OOMELEN/LOOIJENOA - McOARRIOLE/KNAUF client Consulting Engineers Job No. By I' 2 3933 SW.Kelly Ava/Portland,Oregon 97201-4393/(503)222-4453 FAX(503)248-9263 Date. 1 2 Sheet No. ;I,I • i I i I i I q. P VAN OOMELEN / LOOIJENOA — MCOARRIOLE/iKNAUP chert. Consulting EngineP; a Job No. By a„ 3933 S.W.Kelly Ave,/PorNand,Oregon 97201-4393/(303)222-4453/FAX(503)248-9263 Date Shear N—j-&- Intl iy .1 6 f,tSry i t` 1• n : 1 � .r� �o i 4: r. r »»»»»»»»»»»»> TILT WALL PAt:T_L «««««««<«««««< ---VLMK En"ineering Software--- HHOB TYPICAL PANEL »»»»»»»»»»»»»»» INPUT <<<<<<<<<<<<<<<<e -<<<<<<<<<<<<< v_ Top of parapet LP - - _ __ - - - - _ _ - - - Top of sheathing I L I i Top of slab LP 1.50 feet **HEIGHT OF PARAPET ABOVE DIAPHRAGM L 24.00 feet **HEIGHT OF WALL TC ROOF DIAPHRAGM[ k a 0.85 **(fixed at base)0.75-->1.0(pinned) h = 5. 50 inches **ENTER WALL THICKNESS 4 d 2.75 inches **ENTER DEPTH TO REINFORCING PD 0.19 k/foot **ENTER SUPERIMPOSED SERVICE DEAD LOAD ` PL - 0 , 31 k/foot **ENTER SUPERIMPOSED SERVICE LIVE LOAD e = 5.50 inches **ENTER ECCENTRICITY (FROM CL WALL) W = 14.00 psf **ENTER SUCTION WIND LOAD f`c = 3 .50 ksi **ENTER CONCRETE STRESS fy = 60.00 ksi **ENTER STEEL STRESS 2 faces ?NO yes/no **IS THERE STEEL ON TWO FACES? As = 0. 170 s in. a **AREA OF STEEL PER RUNNING FOOT OF WALL `_ 0� ¢1• ,gel. «««««««««< «< «« OUTPUT »»»»»»»»»»»»»»»> k used = 0.85 kL/h = 44.509 ---------> OK, kL/h <= 50 Pb = 39. 188 kips-----> OK, Tension controls design Ms = 10.113 in-kips Def1S = 0.299 inches---> OK, Service defl. < L/150 phiMn = 27.404 in-kips +MUMAX = 18.987 in-kips--> OK, Maximum Positive Mu <= phiMn MuBASE 15.600 in-kips--> OK, Mu @ Slab Level <= ptJMn FaMAX = 0. 140 ksi------> (= 0.04 F'c) , per UBC 263.4( i)l .A. faSVC = 0.029 ksi------> OK, Vert. serv. load stress <= 0.04 F'c �. »»»»»»»»».•»»» TILT WALL PANEL «««««««««<.«««< � --VLMK Engineering Software---- HHOB AT BEAM LOAD »»»»»»»»»»»»»»» INPUT ««««««««««<««««« e v_ Top of parapet LP ' _ _ _ Top of sheathing � Ii v_ Top of slab LP = 1 .50 feet **HEIGHT OF PARAPET ABOVE DIAPHRAGM L 24.00 feet **HEIGHT OF WALL TO ROOF DIAPHRAGM k = 0.85 **(fixed at base)0.75--->1 .0(pinned) h = 5.50 inches **ENTER WALL THICKNESS d = 4.00 inches **ENTER DEPTH TO REINFORCING PD = 1.81 k/foot **ENTER SUPERIMPOSED SERVICE DEAD LOAD PL = 3 .03 k/foot **ENTER SUPERIMPOSED SERVICE LIVE LOAD e = 7.50 inches **ENTER ECCENTRICITY (FROM CL WALL) 1 w = 14 .00 psf **ENTER SUCTION WIND LOAD f`c = 3.50 ksi **ENTER CONCRETE STRESS fy = 60.00 ksi **ENTER STEEL STRESS 2 faces ?YES yes/no **IS THERE STEEL ON TWO FACES? As = 0.200 s�. in, **AREA OF STEEL PER RUNNING FOOT OF WALL 00 <<<<<<<<<<<<<<<<W)<* ««<<««« Wd««�1«-�< O TU PUT >>>>.>>>>»>>>>>>>>>>>>>>>>>>>> k used - 0.85 kL/h = 44.509 ---------> OK, kL/h <= 50 Pb = 59.837 kips-----> OK, Tension controls design Ms = 25. 239 in-kip, Def1S = 0.299 inches--•-> OK, Service defl. < L/150 phiMn = 54.212 in-kips +MuMAX = 53. 379 in-kips--> OK, Maximum Positive Mu <= phiMn MuBASE = 42.111 in-kips--> OK, Mu @ Slab Level <= phiMn FaMAX = 0. 140 ksi------> (= 0.04 F'c) , per UL^ 2614( i)l .A. faSVC = 0.095 ksi-------> OK, Vert. serv. load stress <= 0.04 F'c Mil ilia j,"t, d5). f . `I »»»»»»»»»»» TILT WALL PANEL W/ OPENING ««««««««««< HHOB - 20' OP"sNING ---VLMK Engineering Software--- ; I »»»»»»»»»»»»»»»»> INPUT «««««««««««««««< � v Top of parapet LP ' Top of sheathing - - - - - - - - - - - - - - I I ^ 1 I L HTO A <-Eri-> <---WO---> HBO I I v_ Tor of slab r Note: This program assumes that a section of the panel "ED" each side of the opening resists the additional loads from the opening. The additional portion of the wider pier should be designed as a typical wall section without openings. LP = 1.50 feet **HEIGHT OF PARAPET ABOVE DIAPHRAGM L = 24.00 feet **HEIGHT Of WhLL TO ROOF, DIAPHRAGM WO = 20.00 feet **WIDTH OF OPENING HTO = 7.00 feet **HEIGHT TO TOP OF OPENING HBU = 0.00 feet **HEIGHT TO BOTTOM OF OPENING , ED = 2. 50 fe,::. **LEAST PANEL WIDTH NEXT TO OPENING k = 0.85 **(fixed at base)0.75-->1.0(pinned) h = 5.50 inches **ENTER WALL THICKNESS d = 4 . 00 inches **ENTER DEPTH TO REINFORCING 2 faces ? YES yes/no **IS THERE STEEL ON TWO FACES? PD = 0.19 k/foot **ENTER SUPERIMPOSED SERVICE DEAD LOAD " PL = 0. 31 k/foot **ENTER SUPERIMPOSED SERVICE LIVE LOAD e = 5.50 inches **ENTER ECCENTRICITY (FROM CL WALL) W = 14.00 psf **ENTER SUCTION WIND LOAD f`c = 3.50 ksi **ENTER CONCRETE STRESS ff = 60.00 ka.i **ENTER STEEL" STRESS As = 0.620 s i **AREA OF STEEL PER RUNNING FOOT OF WALL «««««««««««<;««<<< OUTPUT »»»»»»»»»»»»»»»» Total As = 1.55 sq. in.<---TOTAL AREA OF REINF. REQUIRED EA. SIDE k used = 0.85 kL/h 44.509 ---------> OK, kL/h <= 50 Pb = 34.637 kips-----> OK, Tension controls design Defl.S 1.899 inched---> OK, Service defl . < L/150 FaMAX = 0. 140 ksi------> (= 0. 0.+ F'c) , per UBC 2614( i)l .A. faSVC = 0. 137 ksi------> OK, Vert. serv. load stress <= 0.04 F'c Ms = 56. 144 in-kips phiMn = 120.053 in-kips +MuMAX = 88.931 in-kips--> OK, Maximum Positive Mu <=- phiMn MuBASE = 73 .012 in-kips--> OK, Mu @ Slab Level <= phiMn MuHTO = 46.646 in-kip^--> OK, Mu @ Top of Opening <= phiMn MuHBO = -73.012 in-kips -> OK, Mia @ Btm of Opening <= phiMn r U. r,. i` »»»»»»»»»»» TILT WALL PANEL W/ OPENING ««««««««««< i ---VLMK Engineering Software--- HHOB - 12' X 14' O.H. DOOR »»»»»»»»»»»»»»»»> INPUT «««««««««««««««< v_ Top of parapet LP . _ _ _ _ _ _ _ _ _ _ _ _ _ _ Top of sheathing L � HTO , I N,y 1 <-ED-> 1 <---WO---> 1 HBO v v v� Top of slab Note: This program assumes that a section of the panel "ED" each side of the opening resists the additional loads from the opening. The additional portion of the wider pier should ° be designed as a typical wall section without openings. LP = 1.50 feet **HEIGHT OF PARAPET ABOVE DIAPHRAGM L a 24.00 feet **HEIGHT OF WALL TO ROOF DIAPHRAGM r WO = ",2.00 feet **WIDTH OF OPENING: HTO = 14.00 feet **HEIGHT TO TOP OF OPENING ` HBO = 0.00 feet **HEIGHT TO BOTTOM OF OPENING ED = 2.00 feet **LEAST PANEL WIDTH NEXT TO OPENING ti k = 0.85 **(fix.ed at base)0.75-->l.0(pinned) h = 5.50 inches **ENTER WALL THICKNESS d = 4.00 inches **ENTER DEPTH TO REIFFORCING 2 faces ? YES yes/no **IS THERE STEEL ON TWO FACES? PD - 0.19 k/foot **ENTER SUPERIMPOSED SERVICE DEAD LOAD PL = 0.31 k/foot **ENTER SUPERIMPOSED SERVICE LIVE LOAD 8 " 5.50 inches **ENTER ECCENTRICITY (FROM CL WALL) a, w 14.00 psf **ENTER SUCTION WIND LOAD i •c. 3 .50 ksi **ENTER CONCRETE STRESS ' fy = 60.00 ksi **ENTER STEEL STRESS As = 0.465 sq. in. **AREA OF STEEL PER RUNNING FOOT OF WALL «««««««<<<<«��<� UO TPUT >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> Total As = 0.93 sq. in.<---TOTAL AREA OF REINF. REQUIRED EA. SIDE k used = 0.85 kL/h = 44.509 ---------> OK, kL/h <= 50 Pb = 43.937 kips-----> OK, Tens-.on controls design Def1S = 1.433 inches---> OK, Service defl. < L/150 FaMAX = 0. 140 ksi------> (= 0.04 F'c) , per UBC 2614( i)1 .A. faSVC = 0.088 ksi------> OK, Vert. sere. load stress <= 0.04 F'c Ms = 43.403 in-kips phiMn 96.480 in-kips +MuAAX = 68.694 In-kips--> OK, Maximum Positive Mu <= phiMn MuBASE = 56.374 in-kips--> OK, Mu @ Slab Level <- phiMn MuHTO = 68.807 in-kips-.-> OK, Mu @ Top of Opening <= phiMn MuHBO = -56.374 in-kips--> OK, Mu @ Btm of Opening <= phiMn »»»»»»»»»»» TILT WALL PANEL W/ OPENING ««««««««««< 1 ti ---VLMK Engineering Software--- i HHOB - 8'-6" OPENING »»»»»»»»»»»»»»»»> INPUT «««««««««««««««< _ _v_ To of Top parapet LP - - - - - - - - - - - - - - Top of sheathing L HTO ^ ( I <-ED-> 1<---WO---> 1 HBO _.v_v v_ Top of slab Note: This program assumes that a section of the panel "ED" each side of the opening resists the additional loads from the opening. The additional portion of the wider pier should be designed as a typical wall section without openings. LP = 1 .50 feet **HEIGHT OF PARAPET ABOVE DIAPHRAGM L 24.00 feet **HEIGHT OF WALL TO ROOF DIAPHRAGM WO - 8.50 feet **WIDTH OF OPENING HTO = 7.00 feet **HEIGHT TO TOP OF OPENING HBO = 0.00 feet **HEIGHT TO BOTTOM OF OPENING ED = 2.00 feet **LEAST PANEL WIDTH NEXT TO OPENING k = 0.85 **(fixed at base)0.75-->1.0(pinned) h = 5.50 inches **ENTER WALL THICKNESS d = 4.00 inches **ENTER DEPTH TO REINFORCING 2 faces ? NO yes/no **IS THERE STEEL ON TWO FACES? PD = 0.19 k/foot **ENTER SUPERIMPOSED SERVICE DEAD LOAD PL = 0.31 k/foot **ENTER SUPERIMPOSED SERVICE LIVE TOAD a = 5.50 inches **ENTER ECCENTRICITY (FROM CL WALL) W = 14.00 psf **ENTER SUCTION WIND LOAD f`c = 3.50 ksi **ENTER CONCRETE STRESS fy = 60.00 ksi **ENTER STEEL STRESS As - 0. 310 sq. n. **AREA OF STEEL PER RUNNING FOOT OF WALL «««««««««««««««< OUTT »»»»»»»»»»>;»»»»» Total As = 0.62 sq. in.<---TOTAL AREA OF REINF. REQUIRED EA. SIDE k used = 0.85 kL/h = 44.509 ---------> OK, kL/h <= 50 Pb = 53.237 kips-----> OK, Tension controls design Def1S = 0.874 inches---> OK, Service defl. < L/150 FaMAX 0.140 ksi- -----> (= 0.04 F'c) , per UBC 2614(i)1.A. faSVC = 0.086 ksi------> OK, Vert. serv. load stress <= 0.04 F'c Ms = 32.857 in-kips phiMn = 70. 192 in-kips +MuMAX = 52.760 in-kips--> OK, Maximum Positive Mu <= phiMn MuBASE = 43.289 in-kips--> OK, Mu @ Slab Level <= priMri MuHTO = 27.586 in-kips--> OK, Mu @ Top of Opening <= phiMn MuHBO = -43 .289 in-kips--> OK, Mu @ Btm of Opening <= phiMn ,.r., .,,,,.: :+Jay .n';>•.:,,. :: .,. _ _ ... _.. k r - ' 1 JYfr r ✓<, �'i�Kf < �.'..i..w.rrwiwgMacwW..wri.»...,.. »>.wJi..r..�..t`..,.,...1 .....1/rlLw1:�.Af'„ I �yi ��i 'F..h 1 1 f CITY OF TIGARD NOTICE OF DECISInw SITE DEVELOPMENT REVIEW SDR 92-0012 HELMER / H.H.O.& B. BUILDING APPLICATION: A request by Garry Helmer of H & A Construction for Site Development Review approval to allow the construction of a 20,000 square foot warehouse building. Zoning: I-P ( Industrial Park) . Location: 8330 SW Hunziker Street (WCTM 2Si IBC, Tax Lot 2200) . SECTION I - DECISION: Notice is hereby given that- the Planning I Director's designee has APPROVED the above request subject to certain conditions . The findings and ccnclusions upon whicl. the decision is based are noted in Section II . W#FN BUILDING PERMITS WTLL N0 BE ISSUED UNTIM THE CONDITIONS LISTED BELOW ARE SATISFIED. UNLESS OTHERWISE NOTED, PLEASE CONTACT CHRIS DAVIES IN THE ENGINEERING DEPARTMENT AT 639-4171. 1. A revised site plan shall be submitted which indicates the ° provision of at least two disabled person parking spaces and a pedestrian walkway leading form SW Hunzj'Ker to the main entrance of the building. STAFF CONTACT: Ron Pomeroy, Planning Division 2 . The applicant shall be required to pay the fees as established under the guidelines of Unified Sewerage Agency Resolution and Order No. 91-47 . NOTE: This is a two part fee which is paid at different times . The first portion .is paid with the public improvements which is for that portion of the development which increase the impervious area within the publ;.c right-of- way. The second portion is paid at Building Pertit issuance. 3. Two (2) sets of detailed public improvement plans and profile construction drawings shall be submitted for prel .Lminary a review to the Engineering Department. Seven (7) sets of approved drawings and one ( 1) itemized construction cost 1A estimate, all prepared by a Professional Engineer, shall be # ' submitted for final review and approval . NOTE: these plans are in addition to any drawings required by the Building ji Division and should only include sheets relevant to public improvements. 4 . An erosion control plan shall be provided as part of the . public improvement drawings. The plan shall conform to "Erosion Control Plans - Technical Guidance Handbook:, November a' 1989. STAFF CONTACT: Brad Roast, Building Division :p. 5. The applicant shall underground utilities along SW Hunziker ( NOTICE OF DECISION SDR 92-0012 H.H.O.&R./HELMER PAGE 1 Y ,e which fronts this development or pay a fee in-lieu of undergrounding. 6 . Construction of the proposed public improvements and issuance of Building Permits shall not comrnence until lifter the Engineering Department has reviewed and approved the public a improvements plans, a street opening permit or construction compliance agreements has been executed, and payment of all permit fees . 7 . Storm drainage details shall be provided. Calculations and a � topographic map of the storm drainage basin shall be included. Calculations shall be based on full development of rt.e servi.!eable area and the location and capacity of existing, proposad, and future lines shall be addressed. IN ADDITION THE APPLICANT SHOULD BE AWARE OF THE FOLLOWING SECTIONS OF THE '.:OMMUNITY DEVELOPMENT CODE; THIS IS NOT AN EXCLUSIVE LIST. 1. SECTION 18. 120.060 BONDING AND ASSURANCES A. On all projects where public improvements are required the Director shall: 1. Require a bond in an amount not greater than 100 percent of other adequate assurances as a condition of approval of the site development plan in order to ensure the completed project is in conformance with the approved plan; and 2 . Approve and release such bonds . B. The bond shall be released when the Director finds the ' ' completed project conforms IL-.o the approved site development plan and all conditions of approval are satisfied. 2. SECTION 18 . 164 STREET AND UTILITY IMPROVEMENT STANDARDS A. 18. 164 . 120 Utilities 1. All utility lines including, but not limited to those required for electric, communication, W lighting and cable television Pervices and related facilities shall be placed underground, except for surface mounted transformers, surface mounted connection boxes and meter cabinets which may be placed above ground, temporary utility service facilities during construction, high capacity electric lines operating at 50,000 volts or above. NOTICE OF DECISION SDR 92-0012 H.H.O.&B./HELMER PAGE 2 F i • 1 B. 18. 164 . 180 Notice to City Required 1. Work shall not begin until the City has been 1. notified in advance. 2 . If work is discontinued for any reason, it shall not be resumed until the City is notified. i SECTION IT - FINDINGS OF FACT: 1. Vicinity Information: Properties p to the north and west, across SW Hunz.iker Street, � are zoned R-4 .5 (Residential, 4 .5 units per acre) and arcs developed primarily with single family residences. The property directly to the west is zoned I-P (Industrial Park) and is developed with an industrial building. Properties to the east and southwest are also zoned I-P (Industrial Park) and are similarly developed. Properties to the south and further to the east are zoned I-L (Light Industrial) and are also developed with a variety of industrial uses. 2 . Site Information and Proposal Description: The subject site is vacant and has recently been graded. The applicant proposes to construct a 20,000 square foot industrial warehouse building on the site. This building is proposed to be 25 feet tall. 3. Agency and NPO Comments: The City of Tigard Building Division has reviewed this o application and has submitted the following comments: The storm sewer that runs along the back property line may be a private line. This would require the applicant to show that the property has legal access to this line. Other properties connection to the storm line were required to provide on-site storm water detention facilities. This may be required on this project. Tigard Water District has reviewed this proposal and has offered the following comments: Although we have no objections, it should be noted that fire hydrant placement and location will be coordinated with the Fire District and approval will be through the Water Distrf -t.. Also, water meter size/lrration must be approved through the Water District. NOTICE OF DECISION SDR 92-0012 H.H.O.&B./HELMER PAGE 3 '� D I of Tualatin Valley Fire and Rescue has reviewed this proposal and '``'" has offered the following comments Fire hydrant location is required within 70 feet of Fire Department connection. ! The City of Tigard Field Operations and Parks Departments, and Portland General Electric have reviewed this application and have no objections to it. j�. SECTION III - ANALYSIS AND CONCLUSION: 1. COMMUNITY DEVELOPMENT CODE COMPLIANCE I Section 18.68.050 (Dimensional Requirements) allows a maximum building height of 45 feet in the I-P zone. The existing structure is proposed to he no more that 25 Leet in height and therefore, this code section is satisfied. The front yard setback shall be a minimum of 35 feet. There are no other setbacks which are applicable to this site. The proposed building is more than 35 feet from the front property line of this site. Therefore, this site plan complies with all applicable setback requirements. The applicant has indicated that the building is intended to be used use as a warehouse. This use is classified as Wholesale: Storage and Distribution and is a permitted use in the I-P zoning district. Section 18. 106 .030(D) (2) requires that Wholesaling, storage and distribution needs to provide a minimum of 1 parking space :. for every 1,000 square feet of gross floor area Plus 1 space per 700 square feet of patron serving area, but not less than four spaces for eaci: establishment. The proposed building will be 20,000 square feet in size. This requires the provision of a minimum of 20 vehicular parking spaces on this site. The site plan shows that there will be 29 parking spaces provided. Therefore, this requirement is satisfied. The Americans with Disabilities Act (ADA) , which became effective January 26, 1992, requires one disabled person parking spaces if up to 25 parking spaces are provided, and two such spares if 26 to 50 parking spaces are provided. The proposed plan provides for one disabled person parking space whereas two such spaces are required under this provision. Therefore, a revised site plan should be submitted which provides for two disabled person parking spaces. Code Section 18. 106.020(P,,, requires one bicycle parking space for each 15 vehicular parking spaces in any development. This NOTICE OF DECISION SDR 92-0012 H.H.O.&B./HELMER PAGE 4 i I i plan will need to provide a minimum of two b.i.cycle parking spaces on-site. The site plan provides for two bicycle parking spaces . Therefore, this code standard has been satisfied. The site meets the minimum access standards through the provision of two 24 foot wide paved driveways; both of which provide access to the site from SW Hunziker Road. Code Section 18. 108 . 080(A_)_ requires that industrial use parking I areas with less than 100 parking spaces be provided with one access drive with a minimum paved width of 24 feet. This code section has therefore been satisfied. Code Section 18. 100. 110 (Screening: Special Provisions) states that trees shall be planted in landscaped islands in all parking areas and shall be equally distributed and on the basis of one tree for each seven parking spaces in order to provide a canopy effect. Five trees are required for this site under the provisions of this code section. The proposed site plan indicates the provision of only two parking lot trees. Therefore, this site plan shall be rev4_sed to provide for a total of five trees on the interior of the site. Developments with-n the I-P zoning district are required to provide a minimum of 25% landscaping on the site as per Section 18 .68.050(A) . Of the 1.08 acre site, the applicant has proposed to landscape 12, 117 square feet (25.8 percent) . The site plan indicates that trees, grass, and azaleas will be provided thereby establishing a balance between vertical and horizontal landscaping. This requirement is satisfied. Section 18 . 100.035 (Location of Street Trees) requires that street trees be placed at a spacing interval of no more than 40 feet. The eight trees which are proposed to be installed along the site frontage on SW Hunziker Street. This frontage is approximately 208 feet in length which provides for an average of one tree for every 26 feet. Therefore, this code section .is satisfied. Section 18. 102 (Visual Clearance Areas) requires that a clear vision area shall be maintained on the corners of all property adjacent to intersecting right-of-ways or the intersection of a public street and a private driveway. A clear vision area shall contain no vehicle, hedge, planting, fence, wall. structure, or temporary or permanent obst.iucL-ion exceeding 3 feet in height, except that obstructions which may be located in this area shall be visually clear between 3 and 8 feet in height (trees may be placed within this area provided all branches below 8 feet are removed) . Visual clearance areas shall be that triangular area formed br measuring a 30 foot distance along each of the right-of-wayorproperty lines and then connecting these two 30 foot distance points with a NOTICE OF DECISION SDR 92-0012 H.H.O.&B. /HELMER PAGE 5 7 yr f ' tu . ,ti rstraight line. This site plan is in conformance with the requirements of this code section. Section 18 . 108.050(AA requires that a walkway be extended from the main ground floor entrance of the stru,7ture to the street which provides the required access and egress. The proposed site plan does not indicate the provision of this pedestrian access . This code requirement has not been satisfied. Therefore, the site plan shall be modified to provide for this requirement. 2 . PUBLIC FACILITY CONCERNS: A. STREETS: Access to this site is provided from SW Hunziker Street, a major collector. Southwest Hunziker is fully improved along the frontage of the site, except for the following: sidewalk, streEtli.ghts, and undergrounding of utilities. Therefore the applicant should be required to inst,311 a sidewalk, underground the utilities or pay a fee in-lieu of, and install a streetlight. B. SANITARY SEWER: There is an existing 8 .inch public sanitary sewer line located within SW Hunziker which the applicant is proposing to connect to. The existing line has sufficient capacity to accommodate this development. C. STORM SEWER: i There is an existing public storm sewer system ? icated with SW Hunziker Street. The applicant should be required to submit evidence that the existing system has the capacity to accommodate this development, The Unified Sewerage Agency hats established and the City has agreed to enforce (Resolution and Order No. 91-47) Surface Water Management Regulations requiring the construction of on-site water quality facilities or fees in-lieu of their construction. Construction of an on- site water quality treatment facility is not appropriate for this location since the site is small compared to the development plan, and because the loss of area for the provision of this on-site facility would preclude effective development of this site. in addition, requiring surface watt-- quality facilities on small sites would result- in numerous facilities that would become a maintenance burden to the City. The applicant has not proposed any such facilities nor are there natural NOTICE OF DECISION SDR 92-001.2 H.H.O.&B./HELMER PAGE 6 1 , depressions or other areas of this site which are particularly suitable for the siting of water quality facilities. Regional facilities, funded by fees in-lieu of construction of these facilities would provide the required treatment with improved reliability and less maintenance. Therefore the applic• nt shoilld be required to pay the fee in-lieu of construccinc; an on-site facility. s DECISION: Notice is hereby given that the Planning Director's designee for the City of Tigard has APPROVED Site Development Review SDR 92-0012 Subject to the conditions listed in Section I . I I THIS APPROVAL IS VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE � FINAL DECISION DATE NOTED BELOW. { SECTION IV - PROCEDURE: 1. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant and owners XX Owners of record within the required distance " _XX The affected Neighborhood Planning Organization XX Affected government agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON S4-`iz- j UNLESS AN APPEAL IS FILED. { 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32 .290(A) and i Section 18.32.370 of the Community Development Code which r provides that a written appeal must be filed with the d City Recorder within 10 days after notice is given and E sent. Appeal fee schedule and forms are available at Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. The deadline for filing of an appeal is 3:30 p.m. loj%-`12 g4. Questions: If you have questions, please call City of S Tigatd elarning Department, City of Tigard City Hall, 13125 SW Hall blvd. , `gard, PREPARED BY: Ron Pomeroy DATE Assistant Planner NOTICE OF DECISION SDR 92-0012 H.H.O.&B./HELMER PAGE 7 91k i r I-F W0*11 r If iii Y 'It + APPROVED BY: Dick Bewersdorif • ATESenior Planner t rp/SDR92-12.DEC i l- i: a f ff t f l 1 I 1 i • • i s I r', y �. -1 ! m N y vii rrAFFt.[ 3 3� a \ \ yes ,► PUBLIC ; -� ROADWAY •� Gw V 3536 z J O /t ow Q %N P4 RK 5 W GARDEN PC m �C- J� a w No Fr P,E � yaU• � ski Tis�a ILA" int Jr ,r •�1*0, . ,.e '. ` Yir'a°t+ tiW� �!v3At!,rdiSa;:,%',cr�'Mt>++t '�w rn�F.Yira?NktBfit�i�+MAi., OW n' Pl..l.1M81:NC, PERMIT CITYOFTIOARDTCFF4�.-Lw r•)c:r�M 1 r N(:) r11 .r11Jr2:�u r COMMUNITY DEVELOPMENT DEPARTMENT DATE 13145 S.W.Hall Blvd.,P.O.Bax 23397,Tigard,Oregon 97223,(503)6394175 V,:!,T M . 11:111T .NO . 6642'.107 ..JC)Gl A171:11�I:fi!ii :�3 j0 !aW 1••UNZ A KIEP !:i T VAX MAP/L..(:J•1 Lli:L1.FIC: SUB ; L..T : IRK : 1 I...ANI:) (J!:;L:: " 1...0"1 !:;:I:z r.- : J'EA : NO : NO : WNW (.:L..A55 : NEU WA T'E44 C:L,.(:)!:;hi:T T PAP 4 IJr:'E, 'T'YI'F:: (::OMMlii:r;( :CAI... 1.1P11,46L. fai<P:1..(:1W rIRWI'A CONSTF1V['lG�fl'I ORY T HAF) 1:14 :r'TUP 011'.'CAJ I::' T'PAI"'!:; 1:)J..£;I•I WA li;l••Ilii:r' W(Viii'41:N(:, Mf1(::F•Ia:Nl:: I:)WE:..I.—UNTT5 . 1. AI.JNC)I--'4Y FRAY 131...1:)(:, . C7r2A'TN (DIA is l_.CJI.)I DPIA:I:N !:;:CNK !:i l:i:W F::h (1:711 ) WA'T I=r1 FIG::A'T'I:ri !:;r(:l,r:M/rwl.N (FT 510 (')'T'I-Iliia:a 1 , �s T IJl":1.Vf11�4:1 !U 1'.1:11111" '1.:1,1'14? , kal:c6i? r?ill.!i�111F�1'1i. �(af` r.i?LX 1.la l,!Ei 2.2 0 01. ,'r.3100 1 it 'y I:rriac'S:i 0 c'E'RM1: T $75 . 00 W N E I: J.XII.PubE'S R !:i'T ATI:-- 'T'1)X *3. 7.5 (:)1 1-IF14 f(t i.kl. '15 C O 3 N N C)F•IA r:::N•TE:r1F'F11:ell:*:A$ T 1 1 1.f:1(il ci lii: 1:0-:1... FA 1:FT LN R Cle:;iflv4: r 1.1:111 lar` 9- 7005 C T O PEl1:;:I:G1 PA'TJ'.0N NO . F1:1 ctrlm 'TOTAL... : 1;97 .5 0 R PI GE'1:1='r N(•). This permit is issued subject to the regulations contained in Title 14 - '• - - •...........•• of the TMC, State of Oregon Jpecialty Codes,zoning regulations I'dl::(al1:I:r:4:::IJ .T.Nlar'I:-:-(.;T'.T.ONS:; and all other applicable codes and ordinances. and it Is hereby ..i I::WI::r'r agreed that the work will he done in accordance with the plans and specifications and In compliance with all applicable codes and ordinances. The issuance of this permit does not waive restrictive covenants. Contractor and subcontractors shall have current city business lax permits, This permit will expire and become null and void if work is not started within 180 days,or if work is suspended or abandoned for a period of 180 days any time after work has commenced It shall be the responsibility of the permittee to assure all required inspections are requested and approved Permittee gnature / Issued By / !11 1[,lL11:A"t II IN cra 5•') AI L5 --- SEPARA'rE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE d MOP 7" „ t i i 1 M, u, I. { CITY OF TIFA RD OREGON i February 2, 1988 Steve Dodds I � Norris, Beggs and Simpson 720 S.W. Washington St. Portland, OR 97205 RE: W(-VM 2S1 IBC TL 2200 MLP 9-86 The address for the above described property has been approved by this f office. The new address for your building is: i 8330 S.W. Hunziker St. a Tigard, OR 97223 i i j We have notified the postal service, utilities and city and county agencies of this address and have amended our records. i If you have any questions, please feel free to contact this office at 639-4171. Laura Freeman Engineering Technician/Cartographer LF/mj I t 13125SW Hall Blvd.,P.O,Box 23397,Tigard,Oregon 97223 (503)639-4171 -- i 1' F II' i lr :r .i December 15, 1987 -- -� CITY CSF TIFA RD OREGON Steve Dodd-s--- Norris, odds"-•Norris, Beggs, and Simpson— ---- 720 SW Washington Street Portland, OR 97205 e RE: Development of Nartig, Gerlach, Hunziker parcel Hunziker Street (WCTM 2S1 IBC, TL 2200) [MLP 9-861 Dear Mr. Dodd9: Several questions have been asked of Community Development Department staff members regarding story, and sanitary sewer requirements for development of the above noted parcel. The three areas of concern relate to the existing septic system on an adjacent parcel (TL 2100 on attached map), the means for disposing of stormwater runoff, and 'he method for connecting to the public sanitary sewer. 5 1. Septic System I The Directors approval for MLP 9-86 indicated that the septic system for the house on Tax Lot 2100 might encroach upon the subject property. If this septic system is found during construction, this house will be r,aquired to connect the public sewer system or the septic system location must be verified and an easement granted to ensure its protection. A brief written statement from the owner of Tax Lot 2100 confirming that the septic system location is only on tax lot 2100 will address this concern. t j2. Storm Sewer The three possible options available for disposing of stormwater appear to be filling the property so that surface water flows to Hunziker Street, obtaining an easement acres s the properti.es to the south, or extending the i existing storm sewer line in Hunziker Street to the subject property. A dry well is not viewed as an appropriate method and directing surface flow to Hunziker Street may not be acceptable if the anticipated runoff is too great. i The City Engineering and Building Inspection staff must review and approve the option chosen by the developer. The City will not dictate which solution to use. The "best" option must be determined by the developer and his engineei. i iVI , 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 47223 (503)639-4171 7 4 M I, b 1 3. Sanitary Sewer • A publir sanitary sewer line is available in Hunziker Street, but given, existing topography, sewerage from the site must be pumped to the public line. The design of this system must be approved by the Building Inspection Division. In order to receive an approval from the City regarding items 2 and 3 above, the developer should submit a conceptual plan for the improvement of the property and a proposal formulated by an engineer for disposing of storm water and sewerage. Plans for these items should be submitted to Brad Roast in the Building Inspection Division. I trust this information is sufficient. If you need any further information,, please contact me. Sincerely, Keith S. Liden i Senior Planner 4ad Roa. oo n agman Greg Berry es/2281D ' i + I t" , •d.KIWi14wN.n...i . -. . ..1 1 � A Of Of r 1 it lo? - _ a '0••iM Of AC Oc W i �s►.siM p ?� a w /► N :^/ S 8 4 .h O1•881 �p `� Q ~ N 1 •iis tri d V O CY /' lt� S •Q Iii K � g' 1;� Lel) •• Y " M p � v , o " J AJ jj `oAl 11) 1 w N �p •� L.1 8z C w In f? N N wi O t _ — O • / toe, • 1 1 W + �� cn 0E- U� 1� ao a � g w - a w� w N 1.1 N n 4•