Loading...
15765 SW 74TH AVENUE-1 w, Fj C�Q A m A kXINIC011 :1 9025 S.W. Center St. - Tigard, Oregon 97223 Phone: 503 620-2086 f cv: N3� 684-3631; A ID F \O 16,507 CONCRETE CONCRETE - c Nr. NAILING SCHEDULE PROJECT INFORMATION GENERAL: 14$x'1_ f9r;INFORCING MATERIALS ASTM CONNECTION: I. ALL CAST - IN PLACE CONCRETE SHALL MEET OR C-94-14 I. DEFORMED REINFORCING BARS: GRADE 60, UNLESS OTHERWISE A - 615 BRIDGING TO J015T TOE NAIL EACH END 2 - 8d EXCEED THE MINIMUM RECIUIREMENTS SET FORTH IN THE INDICATED. P x 6" SUB•PLOOR OR LESS TO EACH JOIST, FACE NAIL 2 - 8d - A iAMI Ci�I�TRACY AMERICAN SOCIETY OF TESTING AND REQUIREMENTS SET 2. WELDED WIRE FABRIC A - 185 WIDER THAN P x 6" SUB-FLOOR TO EACH JOIST, FACE NAIL- 3 - 8d OWNEFORTH IN THE AMEIc1CAN SOCIETY OF TESTING AND MATERIALS. 3. LAP ALL BARS A MINIMUM OF 36 BAR DIAMETERS (2'-0" MINIMUM) 2" SUB-FLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL2 - l6d JIM CASTILE (OU,NER / APPLICANT) NICOLI ENGINEERING INC. 2. MINIMUM COMPRESSIVE STRENGTH * 25 DAY SHALL BE: AT ALL SPLICES UNLESS NOTED OTHERWISE. SOLE PLATE TO JOIST OR BLOCKING, FACE NI -L 16d * 6" O.G. ' • SLABS ON GRADE: -----2500 pet. 4. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL TOP PLATE TO STUD, END NAIL 2 - 16d 15113 SW 74th AVE. 9025 B.W. CENTER ST. STEM WALLS:- "---2500 Pei BE STAGGERED. STUD TO SOLE PLATE, TOE NAIL 4 - 8d TIGARD, OREGON 97224 T/GrARO, OREGON 97223 5. MINIMUM CONCRETE COVERAGE: THE FOLLOWING MINIMUM CLEAR DOUBLE STUD, FACE NAIL_ 16d * 24" O.C. (503) 1620-2086 • RETAINING WALLS: DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE DOUBLE TOP PLATES, F,4CE NAIL lbd * 16" O.G. CONVICT; JAMES D. ANDREWS STEM WALLS:- 3000 psi SH/-,LL BE MAINTAINED TOP PLATES, LAPS AND INTERSECTIONS, FACE: NAIL 2 - 16d -- 3000 psi UNLESS NOTED OTHERWISE: CONTINUOUS HEADER, TOW PIECES 16d * 16" O.C. SLABS ON EARTH 2" ALONG EACH 1 3. THE MAX; -luf l SIZE AGGREGATE SHALL BE 3/4". CONCRETE BELOW GRAD, FORMED 0;2 EXPOSED TO WEATHER--I 1/2" EDGE 4. THE MAXIMUM SLUMP SHALL BE 5'' AT THE TIME OF PLACEMENT. CONCRETE BELOW GRAD, UNFORMED (POURED AGAINST EARTH) 3° GONTINUOU8 HEADER t0 STUD, TOE NAIL 4 - 8d 5. RM-A.:'f - MIX C-94 CONCRETE NOT EXPOSED TO EARTH OR WEATHER CENtER OF CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 - 166 6. NO PIPES OR DUCTS ARE TO BE PLACED IN CONCRETE SLABS OR SLAB i" x 8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2 - 8d WALLS UNLESS SPECIFICALLY DETAILED. 6. MINIMUM DISTANCE BETWEEN REINFORCING BARS SHALL BE 15 TIMES WIDER THAN 1" x 8" SHEATHING TO EACH BEARING, FACE NAIL 3 - ad 81"I "C; INFORMATION 1. ANCHOR BOLTS, DOWELS, INSERTS, Etc., SHALL BE SECURELY TIED THE MAXIMUM SIZED AGGREGATE. P BRACE TO EACH STUD AND PLATE, FACE NAIL ----2 - 8d IN PLACE PRIOR t0 THE POURING OF ANY CONCRETE OR GROUND. ,. WELDING OF STEEL REINFORCING BARS SHALL BE PERMITTED ONLY BUILT-UP CORNER STUDSIbd * 24" O.C. 8. JOINTS: LOCATE AND INSTALL CONSTRUCTION, ISOLATION, AND UPON WRITTEN CONSENT OF THE ENGINEEIR_ IF WELDING IS PERMITTED, BUILT-UP GIRDER AND BEAMS - -Ibd * 32" O.G. CONTROL JOINTS AS IN1:,1ICATED OR REQUIRED. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWSD 1.4 USING AT TOP AND BOTTOM, STAGGERED 2 - 206 * ENDS ADDRESS: "- 15715 6LU 74th AVE PROPOSED USE:-LEASED COMMERCIAL SPACE S. CONCRETE PLACEMENT: COMPLY WITH ACI 304, "GUIDE FOR MEASURING, PROPER LOW HYDROGEN ELECTRODES. RE=INFORCING STEEL t0 BE AND * EACH MIXING, TRANSPORTING, AND PLACING CONCRETE," FOR PLACING WELDED SHALL EITHER BE ASTM A106, 110,000 pel Y.i ELD POINT, OR SPLICE CURRENT ZONIN6:-1-P CONCRETE IN A CONT!NUOUS OPERATION WITHIN PLANNED JOINTS OR MILL TESTS SHALL BE REQUIRED TO DET'EWINE CARBON EQUIVALENT 2" PLANKS- 2 ' Ibd * EACH SECTIONS. VO NOT 5E61N CONCRETE PLACEMENT UNTIL OTHER SUITABLE FOR WELDING TACK WELDING OF REINFORCING STEEL IS NOT B�:ARING AFFECTED WORi< IS COMPLETED. PERMITTED. JOISTS OR RAFTERS TO SIDE OF STUDS, TOE" NAILS EACH SIDE •2 - 10d CURRENT USE: GARActE / 3140P LEGAL DESCRIPTION:-TAX MAP: 28112DC • CONSOLIDATE PLACED CONCRETE USING MECHANICAL 8. ALL REINFORCING STEEL TO BE TIED IN PLACE PRIOR TO CONCRETEBLOCKING BETWEEN JDI°.t OR RAFTERS TAX LOT: 1500 f VIBRATING EQUIPMENT WITH HAND RODDING AND TAMPING PLACEMENT. TO JOISTS OR RAFTERS - TOE NAILS, EACH SIDE, EACH END 2 - 10d SDR: 2002-00"4 (t'ENG;NIG) SO THAT CONCRETE 15 WORKED AROUND REINFORCEMENT AND TO JOISTS OR RAFTERS BEARINGS - TOE NAILS, EACH SIDE -3 - 106 OTHER EMBEDDED ITEMS AND INTO FORMS. BLOCKING BETWEEN STUDa EACH END 2 - 106 TOE • PROTECT CONCRETE FROM PHYSICAL DAMAGE OR REDUCED NAILS OR 2 - 16d STRENGTH DUE TO WEATHER EXTREMES DURING MIXING, RIBE30NS t0 STUDS 5 PLACING=, AND CURING. ONE (1) - INCH RIBBONS 2 - 8d • IN COLD WEATHER COMPLY' WITH AGI 306 TWO (2) - INCH RIBBONS---- - 3 - 16d 10.F!NISHIORFORMED SURFACE;T WEATHER LYAS FO LOWS: NOTE: WHERE NAILING DO NOT AGREE, THE MORE STRINGENT NAILCHEDULE AND ING REQUIREMENT GIVEN ALL THE CONTRACT TABLE OF CONTENTS • SMOOTH-FORMED FINISH: PROVIDE A SMOOTH FINISH FOR CONCRETE 1 SURFACES EXPOSED TO VIEW AND SURFACES TO BE COVERED WiTH I A COATING OR COVERING MATERIAL APPLIED DIRECTLY TO CONCRETE. REPAIR AND PATCH DEFECTIVE AREAS, WITH FINSWO®� FRAMING CS GENERAL INFORMATION AND OTHER PRJECTIONS COMPLETELY REMOVED AND SMOOTHED. 11. MONOLITHIC SLAB FINISHES: AS FOLLOWS: DESIGN CRITERIA GS COVER SHEET / SPECIFICATIONS • FLOAT FINISH: APPLY FLOAT FIN15H TO MONOLITHIC SLAB SURFACES 1. TOP PLATE OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STUDS. SOIL BEARING PRESSURE: 150(4 .6.P. (ASSUMED) TO RECEIVE TROWEL FINISH WI-EN SURFACE WATER HAS DISAPPEARED SPLICES TO LAP 4'-0" MINIMUM AND BE NAILED WITH (12, 16d MINIMUM EACH SIDE p 1.0 SITE !NFOR'1ATION PROJECT: AND WHEN CONCRETE HAS STIFFENED SUFFICIENTLY TO PERMIT OF JOINT. BASIC WINDSPEED: 80 MPH OPERATIONS OF POWER - DRIVEN FLOATS. CONSOLIDATE SURFACE fd 1.1 SITE i�LAN �^ � EXPOSURE B STRUCTURAL • WITH POWER-DRIVEN FLOATS OBY HAND FLOATING. CHECK AND 2. BOLT HOLES IN .!rvvD SHALL BE 1/32 TO 1/16� LARGER THAN THE NOMINAL BOLI LEVEL SUFT-ACE PLANE TO TOLERANCES OF F(F) 18 (FLOOR FLATNESS) DIAMETER ALL BOLT: SHALL HAVE STANDARD CUT WASHER UNDER HEAD AND 2.0 BUILDING PLANS UPGRADE CUT DOWN HIGH SPOTS AND FILL LOW SPOTS. UNIFORMLY SLOPE NUT UNLESS NOTED OTHERWISE. SEISMIC ZONE: 3 SURFACES TO DRAINS. IMMrDIATELYAFTER LEVELING, REFLOAT 2ND FLOOR: DL - 15 LL - 40 2.1 FOUNDATION / FLOOR PLAN FOR SURFACE TO A UNIFORM, SMOOTH GRANULAR TEXTURE. 3. PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS. �/ /^� BLOCKING SHALL BE ONE PIECE AND THE FULL DEPTH OF THE JOIST OR RAFTER ROOF: DL - 15 LL - 25 EXISTING • TROWEL FINISH: TROWEL F!N!SH FOR SLABS SHALL BE A SMOOTH 3.0 ELEVATIONS / FIN!SH" TROWEL AND FINE BROOM FINISH: APPLY TROWEL FINISH, 4. PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEILING BUILDING THEN IMMEDIATELY FOLLOW WITH SLIGHTLY SCARIFYING SURFACE BY AND ROOF. FIRE STOPS SHALL BE 2x'S NOMINAL THICKNESS OF WOOD AND SHALL 3.1 ELEVATIONS FINE GROOMING. EXPOSED AGGREGATE FINISH: FINE AGGREGATE BE 2x'S NOMINAL THICKNESS Or- WOOD AND SHALL BE THE FULL WIDTH OF THE - CON6I5TING OF NATUrRAL STONE MOST OF WHICH WILL PASS A 3/8" ENCLOSED SPACE. PLACE FIRE STOPS AT A MAXIMUM SPACING OF 8'-0" IN THE AVE.51EvE. USE ACID BOND BREAKER IN STRICT ACGCRDANCE WITH VERTICAL DIRECTION. PROVIDE 2x FIRE STOPS IN ALL FURRED SPACES, 4.0 SECTIONS CITY OF TIGARD 74th E MANUFACTURERS INSTRUCTIONS, THOROLGHLY RINSE AT THE VERTICAL AN; HORIZONTAL, AND AT A MAXIMUM SPACE OF 8'-0" IN EACH BUILDING INFORMATION 4.1 BUILDING SECTIONS Approved... ....... ............................................. INDUSTRIAL PARK APPROPRIATE TIME, THOROU(sHL.Y' RINSE AT THE APPROPRIATE TIME, DIRECTION AND AT THE SAME LINES. Conditionally Approved....................................,( }. THOROUGHLY DRY, AND APPLY AN APPROPRIATE SEALANT FOR CURING. For only the wocipu described In: 12. CURING: r-ROTECT FRESHLY PLACED CONCRETE FROM PREMATURE 5• ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, BUILDING CODE: 1991 U.B.C. W/ ORLGON AMENDMENTS PERMIT NO.. �L'�0�,:� �X715 S.W. 74th AVE. DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. IN HOT, DRY, PLASTER, ETC. 5.0 DETAILS See L o to. F w........ ................................ ( ). Attwh..""'.. TIGARD, OREGON CONSTRUCTION TYPE: V N )� AND WINDY WEATHER, APPLY AN EVAPORATION - CONTROL COMPOUND 5.1 BUILDING DETAILS JohF � L.f � 6. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR ACCORDING TO MANUFACTURER'S INSTRUCTIONS AFTER SGR>=EDING AND BRAND OF TNF_ DOUGLAS FIR PLYWOOD ASSOCIATION. �r --_ __..___..nate: . BULL FLOATING, BUT BEFORE POWER FLOAT'NG AND TROWELING. • BEGIN INITIAL CURING AS SOON AS FREE WATER DISAPPEARS FROM -1. PLYWOOD FOR ROOF SHEATHING SHALL BE CDX, USE EXTERIOR TYPE MINIMUM - i • EXPOSED 5URFACE6. APPLY MEMBRANE-FORMING CURING COMPOUND C-C GRADE, WHERE PLYWOOD 15 EXPOSED TO WEATHER PLYWOOD FOR FLOOR Date: 5/15/02 TO EXPOSED INTERIOR SLABS AND TO EXTERIOR SLABS AND WALKS SHEATHING SHALL 5E CDX. ALL PLYWOOD SHALL BE GLUED WITH EXTERIOR AS SOON AS FINAL FINISHING OPE'-ATION5 ARE COMPLETE. APPLY TYPE GLUE. ALL PLYWOOD SHALL CONFORM TO U:g. PRODUCT STANDARD Scale: I I UNIFORMLY ACCORDING TO MANUFACTURER'S DIRECTIONS. RECOAT PS 1-14. AREAS SUBJECTED TO HEAVY CONTINUITY OF COATING AND REP,41R DEFERRED PERMITS VICINITY MAP Drawn by. JDA D,41'1AGE5 DURING CURING PERIOD. U. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED -- Checked by: ERIK 13. c'JBMIT MIX DESIGN TO ARCHITECT AND ENGINEER At LEAST 14 NORKING DOLGLAS FIR ELEGTRI(.AL Job No.: 220408 DAYS PRIOR TO FIRST SCHEDULED CONCRETE PLACEMENT. SUBMIT MIX 9. STRUCTURAL MEMBERS SHALL NOT BE CUT PIPES, ETC., UNLESS SPE=CIFICALLY Drawing No.: COVER DESIGN FOR EACH TYPE OF CONCRETE TO BE USED ON THE PROJECT. DETAILE=D. MECHANICAL _ INCLUDE: BOTH WEIGHTS, MANUFACTURER, MAXIMUM WATER / CEMENT 50NITA - RATIO, MANI!=ACTURE PRODUCT AND WEIGHT PER CUBIC YARD FOR 10CROSS BRIDGING SHALL BE PROVIDED AT V-0" O/C MAXIMUM FOR ALL JOISTS PLUMBING FIBROUS REINFORCEMENT AT SLABS. AND RAFTERS MORE THAN 8" DEEP. 14. TESTING AND ANALYSIS OF CONCRETE WILL BE PERFORMED BY SITE I OWNER'S TESING LAB. TESTING FIRM TO TAKE CYLINDERS AND II. ALL PLYWOOD NAILS 514ALL BE COMMON ONLY, ALL OTHER NAILS SHALL BE Ip J PERFORM SLUP TESTS DURING CYLINDER TAKING VISITS, PER COMMON OR GALVANIZED BOX. NAILING SHALL BE PER CHAPTER 25 OF THE ASTM STANDARDS. CONSTRICTOR TO PERFORM SLUP TESTS WHEN UNIFORM BUILDING CODE.TESQ ' c TING FIRM IS NOT ON SITE. 12. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR IOF THE FOLLOWING GRADES z CONFOSUIING TO THE STANDARD GRADING RULES FOR WEST COAST L UMBER, _ 7j MATERIA ,S _ _ `n Q 1. GEMENT SHALL BE PORTLAND CEMENT, TYPE 1 OR Il, LOW ALKALI G - 150 O. 16 UNLESS NOTED OTHERWISE: SYMBOL S.W. DUr�HAM ROAD r_ 2. AGGREGATE-6 SHALL BE NATURAL S -AND AND ROCK. G - 33 RAFTERS, JOISTS, PLATES- --NO. 2 1250F. SUBMITTALS 3. WATER SHALL BE POTABLE. BEAMS AND STRING=ERS--- NO. I 1300F. t --- - 4. APMIXTURF.6: PROVIDE.'. ADMIXTURES THAT CONTAIN NOT MORE THAN POSTS AND TIMBERS ---NO. I 1200F. TIGARD tQ DURHAM �� -15-QJ2 PERMIT SUBMITTAL N C.1 P?rKLENT CHLORIDE IONS. 2 x 4 JOIST AND RAFTERS -- NO. 2 1450F. DETAIL / DRAWING NUMBER HIGH a� SCHOOL STUDS, BLOCKING, STRIPPING- -"-STUD ;RADE. �- SCHOOL /�i� ��g 6-28-02 PEWHT REvIEW • AIR-ENTRAINING ADMIXTURE: USE AIR-ENTRAINING ADMIXTURE C; - 26PJ DETAIL / DRAWING NAME USA. U IN EXTERIOR EXPOSED CONCRETE, PROVIDING NO LESS THA! 13. WOOD STUDS MAY B�' NOTCHED TO A DEPTH OF 259a OF WIDTH 1'1.QXWIDT EXCEPT / TREATMENT D � 4.5 PERCENT NO MORE THAN 1 PERCENT AIR FOR CONCRETE INTERIOR NONBEARING STUDS WHICH MAY BE NOTCHED TO 409e '- EXPOSED TO FREEZING AND THAIUING, AND FROM 2 PERCENT OF WIDTH MAXIMUM. / /� PLANT Q TO 4 PERCENT FOR OTHER CONCRETE.U-i 14. STUDS MAY BE C3,.2RED t0 40%. OF WIDTH MAX. EXCEPT INTERIOR NONBEARING / f • WATER-REDUCING, RETARDING, AND ACCELERATING CHEMICAL G 49 f STUDS WHICH Ma�' BE BORED TO 6090 MAX. WHEN EACH BORED STUD IS DOUBLED 8EC110N a 5. RELATED MATERIALS: AS FOLLOWS: WITH NOT MORE THAN TWO SUCCESSIVE DOUBLED STUDS. 3 --- -- ---� VAPOR BEARIER AS PER ARCHITECTURAL SPECIFICATIONS. G - 309 15. IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8" t0 THE 1/2" i • MEMBRANE-FORMING CURINGS COMPOUND: TYPE I MOISTURELO • ,/'� COVER SHEET LOSS NOT MORE THAN 0.55 KG/ FP SQ. METER WHEN APLIL�J EDC,E OF A STl l7. 4T 200 SOFT/GAL" `�\ SCALE-" o EVAPORATION CONTROL: MONOMOLECULAR FILM-FORMING COMPOUND BUILDING AND Sh►('E PERMIT SUBMITTAL SHEET _ APPLIED TO EXPOSED CONCRETE SLAB SURFACES FOR TEMPORARY" a' m PROTECTION FROM RAPID MOISTURE LOSS, SHEET NUMBER 0 CID v o C s • • 1;57651SNV174ti�} VE 10 1"(1, J x P " " ''Yyr......::.:r•4+Yu',s'-'--....,��..,, wsm�r+m�ww�sstl NOTICE: IF THE PRINT OR TYPE ON ANY rlllllllllll111 IIII1111111I1�1 IIIIIIII � II �I I Ill �llllllllfll Illllll'IIIII 11111111 1111111 1111111!1111 1111111 1) 11 !11 111111! VIII I ! 111111 1111111 1111111 1111111 ' 111 IIIl! VIII I IMAGE IS NOT AS CLEAR AS 1 HIS NOTICE, J I LI 4 I 6 I I II --- 7 R 1 n lit. 1 Z /� v��.5 IT IS DUE TO THE QUALITY OF THE N0.3e ORIGINAL DOCUMENT �E 67, 14,1: ! LZ8Z 9Z fi�Z SZ Z IZ OIZ 8t 9t T �l11111111I�Ii�lll I�11111I Dill II Ill1II II 1 11 I+ II11111 IIIIIIIIIIIIIIIIIIIIII�IIII�lllllll� lI II 111111 II1IIII II IIIIIIII ,III �I11! �I II Illi►IIIIIiII IIII�III�IIiI 1111 llll�l�l d l� I I�T I r 1 1 l�l l l l l I lI i I I I I i I I W.W�l l I I�111111L11�W11llW.�.111111ll1W111111 1.1111 1 1 1 11 43C , k%' Nicoll FLOOD PLAIN-, "_ _, _ _ - BOUNDARY LINE r - WETLANDS BOUNDARY 25' WETLAND I LINE BUFFER NM'51',."e 5340• 9025 S.W. Center St. - Tigard, Oregon 97223 • / / I __ "rlS.•!'�:; 1�,i;.,!!r!!I'!!'�'�n"p :.'R�'q.��,;,.•-.'!p^''1!}TT y,-171 lk� ,;.-!!�!11trr!�►, / \ FLOOD PLAIN ;.. ; BUILDING 'A' e ' I Phone: 503 620-2086 ;. " r''ti: BiQUND •RY LIN -3636 .e.. -+'•'''-'' LANDSGAPF'NGI Fax: 503 684-3636 TA anootWror� \ \ �': t�?:�' o, •' TYPICAL CARETAKERS RESIDENCE EXISTING 1 _ ; ,1;'•;'k;; A (6,40rd SFJ ,�;.• , ': I I CURB ,...�.,:•.�: :. CI N VEHICULAR ! •t O,Lv.Plrr I � � 10 TVB ---EXISTING FENCE-E><TG. LAWN-/ j r :"» 1 16,5501CARETAKERS RESIDENCE j r-- W: UILDING 'B'16716 ,1..1,. imm z`''" F_XISTING CURB5, 6 SF.) -A;.,• Cl] I , 9 / Dov .� I N \ } is •:'�,:.,y.}�;- ',, =;,,�-: ''r., I r ' / -CMU BLOCK ;.,.�... -t�•=`'.1 ' A.C• _-. 1-3 .., l,y,y�• a. Sz WALL TAPERS 91CYCL.E RACK0. / .,_.;�: ,•, :,; I STORAGE 8� \� 3' NIGH �� FROM 3' TO 8" �s'� • SH C4 S CONCRETE .> v;•> " ; I - -- ED DIVI[:ERS 9 pl / '" A' M BUILDING 'C' �' ;'' �': / 15117 — / A.C. PAVEMENT 144 Ig01 .,'- f`' `1�:.: !"�••;fir ,Y 5F.) 00, I ' I O O I I !I III 1 0 I I I I I I I I I I 1 0 111 1 1 1 �e ti E)WI o L� Fq-AWT G ec�uF 225' . '� �' I 251't �► VEHIcuLAR \ EXTG. CANTCN — s / :' - -Ik — I ACCESS �/ EGF�E3S BASIN \ /�9 _1141-45 cm evr,eo� sla crnuwo ;x,;r:;J c c c1 J ,� r:.',•: ______J I = , A y' 1 SEDIMENT FE GE �� ARENOUSE WAh�iEHOUSEOFFICE1 �,•4 aao� / _ "° I ;,,• I BUILDING 'D' S � OFFICE MANUF. MANUF. I pane r / I `�?'� .� I 15757 EE DTL. 8/5.1 .. M . E I rl .! ; " �;1 �- •'>.•+;�','i i 1 I -' (6,000 SF.) , 316 SF 316 SF, r — b �w►+r s cc ':.,. , 584 S.F. 584 S.F. e°G I tYl ,. .• �' I ' ROVI E SMOOT I I �••1 ,1..wolw I I I � TRANS TION TO. A. 1 ��� � 1 ' z j ,-- EXTG. CATCH--- EXISTING---_11. "'' X1""01" / PROJECT BOUNDARY-� I _----_----_ _ BASIN �Ar�% FENCEI / ' SEE ENLARGED PLANS � T EXTG. I _25' WETLAND EXISTING SHOP / GARAGE BLDG. D \ BUFFER EXTG. WATER �, O -�' STRUCTURE TO BE UPGRADED ` I QUALITY /� I -}+ EXISTING GRADES AS REQUIRED FOR A CHANGE FACILfTY -A.C. PAVEMENT .� T OF USE / OCCUPANCY, ' -__- SITE AREA: 5.55 A.C. (100%) BUILDING AREA:-32,240 SF. (13%) PROJECT DATA •— _- _R—, __t_. y. —t— _ _t— yr M _,_ ,=M- - _ + IA ',rWETLANDS PAVEMENT:- ------ 53329.5 S.F. (22%) TAX MAP NO. 25 1 120C •�'��� ��� $/ ++ PROPOSED D GRADES BOUNDARY LANDSCAPING:---156,126 S.F. (65%) I , a \ LINE TAX LOT NO. 1500 NORTH � PAFMAL $ NORTH LANDSCAPE / GRADING PLAN I$ EXTG. CONDITIONS SITE PLAN RAMP NOTES: 1�r-20' Ip I"■60' MAX SLOPE 59. OR 1 UNIT VERTICAL TO 20 UNITS HORIZONTAL LANDINGS SHALL BE LEVEL W/ 2% MAX. CROSS SLOPE FOR DRAINAGE zc i / - ---------- --- -_ �. - - -- - _ -. - - -------- -- - - - --- - - - -�. -- - • / PROJECT: i FLOOD PLAIN____. LAIN / i ! 1 1 BOUNDARY LIN 1 FLOOD PLAIN 1 I ! l BOUNDARY LINE STRUCTURAL UPGRADE T FOR S- T EXISTING r ,, / I BUILDING 74th AVE. TAKERS RESIDENCE �— T INDUSTRIAL PARK ExTG. CARE T TAKERS RESIDENCE ' T BICYCLE RACK T 15715 S.W. 74th AVE. RACK SEE DTL. + TIGARD, OREGON ----�__—_ ON THIS SHEET t \ t ---- • NEW ACCESSIBLE ROUTE Date: 5/15/02 TO CONNECT TO EXISTING Scale: P,S SHOWN 2©'-m" � II -�� [ROUTE. Drawn b 'IDA EXI� W3 12" STOf�'''I DRAJN LINE � I l 29� - SAG y: 1 SPACES AT 201 . 401 PAVEMENT-�� ` I� 411 WID>_ Checked by: ENK B�6-wPR-P'pP-aotrrr��rr x ' NRDCIR�Iiif "IMr A4� ' ' ]I 0 'EXTG. CATCH BASIN j ( ACCESSIBLE 36'-0" e�` PAINTED Job No.: 020405 1► ♦ 0 i ROUTE �♦ i 5TP'IPES EXTG. --�--- '� Drawing No.: S; E c,arcH D5 Ilool 0 ��1�10 IIIIIIIIIIIIIIIIII % VIII IIIA I ( III Il VIII \� (WHITE) 9 tr � \ BASIN 1 = ` \ I I 6" CURB � . • I I 18 WIDE PAINTE '� E STING J L- -- J -- - J �, EXTG. - I A STRIPES %Wi4;1 E) � ` R TE i OFFICE WAREHOUSE U1l�RENOUSE OFFICE \ CB. WARL-HOUSE WAREHOUSE �I _ " 1 U / MANUF. MANUF. � _ 1 OFFICE / MANUF. / MANUF. OFFICE _. p I P A R K I N G D A T A RELOCAT SIGNAGE TO RAMP vl ;. o ' T S II 11 PARKING SPACE DUE I THE FOLLOWING USE AREAS HAVE 'BEEN + TO RAMP I EXTG. D.-S. _ I ASSUMED IN ORDER TO ESTIMATE IN GEST 4°WI HINT "� 1 BLDG. ----� t JUDGMENT, THE NECESSARY PARKING DEP ED � SUBMITTALS ' - 1=XISTl�•I�'� �" 8T0��y i DEIN LIME o EXTG. - _- -- -- — I SPACES REQUIRED ' I I STRIPES (WHITE) _ 'f BASIN I I"3LDC. 'D' _ ------ �� EXISTING `- r _ r5-I5-02 PERMIT SUBMITTAL OFFICE 2 SPACES cCDv I EXTG. WATER t C B' - , I 632 S.F. ASSUMED I EXTG. WATER EXISTING OUT /,� ' GZUALITY I I 632 / 1,000 = .63 x 2.10 = 1.1 1 I QUALITY i 9A BUILDINGS 9C ZN 6-28-•02 PERMIT REVIEW I RAMP ADDED I FAc!LfTY I T I� FACILITY A.G. 51 511'-4° RAMP T 5.I Cu WAREHOUSE MANUF. —1 SPACES i PAVEMENT -- -��---r --T- - 1,168 SF. ASSUMED , J -- -- " 1,168 / 1,000 . 1.2 x 03rd 35 -- � T �' �.-a_ -' '�"'�—.�—� --t— _M�__.�.—t_�t__ _ .: =t•- --e—Il—r—i—t-- ^t / - ' �Ir�-.a.=-11_'- �11==•-C-T'� — .. -- __._ — =—i- - - —11= =f—•t a—w— —t—+— TOTAL REQUIRED SPACES 3 �` f`" TOTAL SPACES PROVIDED—4 � 1 5'-0" x 5'-0" LANDING 5'-0" x ':"�'-0" LANDING i-`-_,.--- -- -- . i EXTRA SPACE OR LOST SPACE Q J At START or-NEw ROUTE) I 6' LONG LANDING AT gg Q SITE PERMIT I STANDARD MID POINT OF RAMP �--'- NEW SIDEWALK AND ---- L NORTH 2 PARALLEL , NO g1 RAMP FROM OFFICE / SHEET CID PARTIAL FACILMES PLAN 1 DISABLED WAREHOUSE STRUCTURE PA"AL ENLARGED SITE PLAN To NEW RES ROOM 11 Y- Bll'1211112-11112211 15765 SILK' 7-tlil :��'F 20F0 NOTICE: IF THE PRINT OR TYPE ON ANY f I I III III III III III III I I I I III III III III III 11 ' I I I'I I I I III III II I III III III III III III III I LII I I ! III III III III III ( IIIII 111 1 ' 111 1 111 1 1 1 III ! III IIII 1 I I 111 1 1 1 I I 11 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I l I I I I I I 13 I I I I I I I 1 I I I I I I --- -_ - ---?I - � _-1 5 �- 6 I -- 8 - - 9 10 1 1. 1 ��{� /�? a Dc� 5 - - -1 ---- I r IS DUE TO THE QUALITY OF THE _ No 36 &"fj .T-' / ORIGINAL DOCUMENT �L 8+z NIz L z H z z z e z z t z u z R [ 8 [ L t 8 t 9[ Nb t [:t z i i t t 8 8 t 8 4 I f E z lllllllll IIIIIIIII !'llllllllllll�llll�lllllllll till I !II� IIIIIIIII IIII I III ( 1 ( I I IIII III III II III I(IIIII111111111111111111IIIII (IIII 1111111( III IIII 11111 � IIIIIIII IIII�IIIIIIIII�IIIilllllll►III III I� I II I I I I l l I I I i l l l l l l l i l l l l�l 1 1 1 111111111 l 111 l 1111 l 1�11111L11L�1_I lI LI ill I I NICOII 6'- 6'-m" nvaeirorouaiacxreruocr/ 2'- nue ne'ountxw,erut�icx 1 a.l B 9025 S.W. Center St. - Tigard, Oregon'97223 EDGE OF EXTG. BUILDING, Phone: (503J 620-2086 _____—___— _�___ -- _________ Fax: (503) 684-3636 ---- ------- --- -------------- ------------- ---- ! �YYZZ NEW 4" CONCRETE SLAB r I Qq I D N$ M. -9 /2' 'e gt �`'� GINF��Ji0 E 2 SAW OUT FOR 1 16,507 9 y\ L;L & \\\ PLACEMENT OF NEW FOOTING3 XTG. CONCRETE BLAB '�jN. 81M. i ® 3 t� GENERAL NOTES 3 2'-6" SQ x 10" THICK TMP. 2'-6" ea x 1m" TwCK �j COLUMN FOOTING 3'-6" BQ x 10" THICK COLUMN FOOTING I $$ PROVIDE IR" GYPSUM BOARD ON ALL WALLS UNLESS OTHERWISE NOTED FOR SHEAR 11 ONE COLUMN FOOTING PHASE ONE i V WALL SHEATHING. �'aaQQ-� I PROVIDE 5/8" GYPSUM BOARD A" BOTTOM OF NEW Z x 6 CHORD TIE N a.I i I 2 • INSULATION: V WALLS: . R-13 CEILING: . R-19 ZW • PROVIDE ATTIC VENTILATION I S.F. FOR EVERY 150 SF. OF ATTIC SPACE OR 18F. / O V IOP NEW FOOTING q CUT FOR I 300 8F. IF 50% HIGH o 50% LOW VENTILATION B Q Q • PROVIDE ATTIC ACCESS 24" SCL aI i zz'Q Q " — I DISCHARGE ALL EXISTING 4 NEW GUTTERS Tc' POND FACILITY IrT( i ----�� ----- - ----- ----- ---___--- a I I EMG. PERIMETER GF BUILDING TO HAVE NEW EATING CONSTRUCTED. I ALTERNATIVE SECTION OF FOOTING TO BE POUREV IN PHASE ONE 4 PHASE TWO PER DETAIL 15.1 `--� ---""------- ----� ------- ---- �__ KEY NOTES FOR EXISTING ITEMS a.l 17DGE EMG. BUILDING 2 -B" b'-0" 2unox rerw.nnox O EXTG. 2 x 6 s if O.C. RAFTER ADD 2 x 6 TO EVERY OTHER RAFTER OEXTG. 4" THICK CONCRETE SLAB TO REMAIN 6'-0" 6'-0" 6'-m" nNe lwOlp4pmx errKunax I OEXTG. 2 x 6 * 16" O.C. STUDS OEXTG. FOOTING TO REMAIN NO ` OEXTG. DOOR t0 REMAIN FOUNDATION PLAN tI OEMG. Z x 4 • IG" O.C. STUD WALL ppp `J EMG. DOUBLE 2 x 6 RAFTERS B'-b" NEw CONSTRUCTION 41, m„ PROJECT: c O EXTG. 2 x b CHORD TIES NORTH 4 SOU H LLS II'-Z" N W O EXTG. (3) 2 x 10 HEADER CONSTRUCTION NORTH WALL STRUCTURAL 10 EXTG. DBL 2 x 6 HEADER C 3 10 9 B UPGRADE F 1m 3 O FOR fffl 11 EXTG. WINDOW TO REMAIN i 1 v EXISTING 102EXTG.EXTG. DOOR TO REMAIN - EMU. IZ' x 9' OVER HEAD DO -� BUILDING J — _3 EMG. 14' x 9' OVER HEAD DOOR ,/-0 KEY NOTES FOR NEW CONSTRUCTION ' F 12 3 ' J ! 74th AVE. l ��� ' I2 � F l I 'NDUSTRIAL PARK AOH ' 2 x B 16" O.C. RAFTERS INFILL EXTG. F 15715 S.W. 74th AVE. 1 �/ v ti I - O NEW 4" THICK CONCRETE SLAB F TIGARD, OREGON, I I ' O NEW 2 x 6 a Ib" O.C. STUDS I z I i p G / a� Date: 5/15/02 D SIMP80N H25 • EA. RAFTER 3 � A � b dS Scale: ,/�„_1'—O” II � C Drawn by. 0A E1 INSTALL BIMPSON LSTA24 STRAP AT ALL TOP PLATE SPLICES a.l I x 6 RAFT RS • 16" OGChecked by. EP!K MG. 2 x b 16 • " O.C. i l O NEW 3068 DOOR EN ■ � e�ue���e��ee� �� e� �� eew ■• ■eEm mm �mme���e�ue� ue� � ■ ' No. Job O FND— L 0 NEW 5040 WINDOW � i L � L K � Drawinging No.: FND—F 't—ALAN NEWDEL.DBL. 2 x 6 D. 3 HEADER ' ; r IO NEW 2840 WINDOW H I I 3 6 O NEW 6 3/4" x 18" GLU LAM BEAM DF / 24F-V4 ' — JS I ONEW 6" x 6" NO. I COLUMN I G 3 INIFILL EXTG. 6 II tlf OPENING I SUBMITTALS SHEARWALL SCHEDULE F — j J 6 6 5-15-02 PERMIT SUBMITTAL NAILS AIG�IOR BOLt6 WEDGE AIGIORB I I ' SW - MARC BVEA1Ha'IG TYPE BPACIIJQ AICFbR EI'IBED. ANCHOR EMBED. BVlAR M1C41011B ' -4 -4 • BU!-4 • -4 • OW-4 • .q SUl - I 5/B" GYP. BD. 6d T" O.G. EN. 12" O.C. FN 1/2"e • 4'-0" O.C_. 6" _ I-__. SW - 2 1/2" COX PLYWOOD led 6" OA. EN. 12" QC. FN. 2"e 4'-m" O.C. 3" 'o 4'-m" OA. 6" HD2A DBL. STUD G II II II it II SW - 3 IR" COX PLYWOOD 8d 6" O.G. EN. 12" O.C. FN. IA' D II FOUNDATION 5/8" GYP. BD. bd 4" O.G. EN. 12" OC. FN. la"e 4'-0" O.C. b" HDZA DBL. STUD SW_Xtttttttttt� SHEAR WALL tvo FLOOR AND FLOOR FRAMING PLAN FRAMING PLAN WALL SHEATHING I ♦ ♦ BIMPBON H02A HOLDOWdB TOTAL Br. . 1,166.1 BF. SHEET W/ 1/2"PAS, W/ 6" EMBEDMENT INTO NEW CONCRETE FOOTING BELOW BLAB • f DU P2002-00220 1__- --' 15765 SW 74"' AVE 30176 : ' 1OTICE: IFTHE PRINT ORTYPE ONANY �tmlllr Iii Ii1 1�1 111 iii iIi iii IIi i11 i t t(I 111 1 - Ilt Ilt ill I I ill III III III 111 111 III I I III fll 117 I 1 III tll III I I III III I)I I 1111 fll III I I III III III IMAGE IS DUE TO CLEAR LI THIS NOTICE, t Ill I I 12� I I I I 4 I I I jl I I 16I I I �I I I I �I I I �I • I 11 bI I I }�I I I 1�I IT IS DUE TO THE DUALITY OF THE 1 N"= 6•�- 7 ORIGINAL DOCUMENT � III IIIIIIIIIIiI IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII lllllllll IIIIIIIII Illlulll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 1 Illllli �Illllli OII�IIII LO�ull mI�ulllilllluu nn�Im Bll�uu 6u�uI1111IIH11 B 4,1 Nimcollm oil ILI EXISTING METAL ROOF PANELS 9025 S.N. Center St. - Tigard, Oregon 97223 Phone: 503' 620-2086 Fax: 03j 684-3636 EXTERIOR LIGHT—, EXISTING COVERED AT EA. MAN DOOR STORAGE AREA TO 5E UPGRADED FOR �PRO;�,- JACE. LEASE 5F 0 6,50 N I 'o ADDRESS A5_-,� DETERMINED BY CITY OF TIGARD Z. �%, �j/�/%i _.—_.__..._._._...M_..._. ........_.__ I _ o /;,i%/��/ %�� ;', —INFILL THIS WALL W1 WOOD FRAMING AND METAL WALL PANELS oo/ INFILL THIS WALL NORTH ELEVATION 1/4" NEW METAL ROOF PANELS (RELY) A EXISTING METAL EXISTING METAL WALL PANELS ROOF PANELS (RED) 4.1 (WHITE) --PROPOSED LOCATIONS PROPOSED LOCATION3 OF ROOF: VENTS OF ROOF VENTS EXISTING METAL NEW METAL WALL PANELS (WHITE) WALL PANELS (WHITE) ol X� z 1/X//,-W INFILL THIS WALL W1 /�// X 4, WOOD FRAMING AND INFILL THIS WALL—,," 'o o �' ': i '' f/% r i/ / rr / ,�• /'/ % METAL WALL PANELS Xx PROJECT: x /X /,0 o.,/.,0' /Z z X, STRUCTURAL I ;f J , j ' ;j4 , r X x 0/ x, r UPGRADE J FOR \—EXISTING EXISTING ELECTRICAL BUILDING 55RVICE PANEL EAS"T EWEST ELEVATION 74th AVE. 1/4" m V-011 PROPOSED 11411 811.011- INDUSTRIAL PARK 4.1 15715 S.W. 74th AVE. TIGARD, OREGON Dote: 5/15/02 Scale: 1/4'0=1 Drawn by: JDA Checked by ENI/ Job No.: �]120408 SIAWACE MOU!,,iTED LL iGHT—TYP. Drawing No.: :-LEV EXISTING 6TORAGE AREA TO BE UPGRAD 'ED FOR ..................... 10. LEASE SPACE. SUBV,7ALS LA 5-15-02 PERMIT 5U5MITTAL X, INFILL THIc—, WALL W/­--_,__�___� WOOD FRAMING AND \—METAL WALL PANELS METAL WALL PANELS (WHITE) SOUTH ELEVATION ELEVATIONS PRCPOBED 1/4" - SHEET • BtIP2002-00220 L3 . 1 15765 SW 74 AVE 4016 NOTICE-. IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 1 __ _I_ _-_ l ��h & DO�� s IT IS DUE TO THE QUALITY OF THE No 36 Ilfl I II I �1 I ill W ORIGINAL DOCUMENT 13�z 9i 8tJill Ill, 11111'I'llu L I I u Jill 9 I N 10 C 0 Lj��P�p#MIN 9025 S4. Center St. - Tigard, Oregon 97223 Phone: 503 620-2086 n Fax: �503� 684-3636 C� M 1 - / 16,51 9 TT IS I-K B L I II 6 � Z� FTI 3� 6 -- I I B j 1 II i I --- 2 + I I 2 i r i 5 5.1 NEW 3'-6" 80. x 10" 5.1 5.1 THICK FOOTING 2 5.1 A SECOnON I 3 EXTG. 2 x b RIDGE EXTG. 2 x 6 0 EA. TRUSS NEW 2 x 6 DIAG. SUPPORT � NEW 2 x 6 DIAG. SUPPORT CONNECT TO EXTG. DE3L 2 x -� CONNECT TO EXTG. DI5L 2 x 6 W/ (3) 5/16"4 x 4" L/o3 SCREWS W/ (3) 5/16114 x 4" LAG SCREWS l� NEW 2 x 6 SUPPORT CONNECT—\ / I I NEW 2 x o SUPPorvr TO EXTG, DBL 7 x 6 W/ (2) / i � 5/16110 x 4" LAG SCREWS CONNE :T TO EXTG. DBL 2 x 6 W/ (2) 5/164 x 4" LAG SCREWS J 1 D 4 ---- D 5.1 9 PROJECT: 3 STRUCTURAL 6 UPGRADE FOR EXISTING t--- BUILDING 1 3 I NEW 12" x 16" FOOT,NG 74th AVE. 5.1 NEW V-6" SO. x 10" - INDUSTRIAL PARK 1 THICK FOOTING 1 5.1 15715 S.W. 74th AVE. SECTION TIGARD, OREGON B Date: 5/15/02 Scale. 1,/4"=1'—�' Drawn by: DJL Checked by. FNJIK II Job No.: 020408 . • Drawing No.: SEGTIONS GENERAL NOx - --- xl - KEY NOTES EOR NEW CONSTRUCTION X KEY NOTES •r� FOR EXISTING ITEMS I • PROVIDE 1/2" GYPSUM BOARD ON ALL WALLS UNLESS OTHERWISE NOTED AT SHEAR AO x 8 +� I6" O.C. RAFTERS WALLS. 0 EXTG. 2 x 6 ov 16" O.C. RAFTER ADD 2 x 6 TO EVERY OTHER RAFTER • PROVIDE 5/8" GYPSUM BOARD AT BOTTOM OF NEW 2 x 6. CHORD TIE AT CEILING a NEW 4" THICK CONCRETE SLAB 0EXTG. 4" THICK CONCRETE SLAB • INSULATION: GO WALLS: = R-13 CEILINGS: R-ISS NEW 2 x 6 +�� 16" O.C. STUDS 3 EXTG. 2 x 6 16:' O.C. STUDS ■ O SUBMITTALS SIMPSON H2.5 EA. RAFTER ALL PENETRATIONS IN THE 4 EXTG. FOOTINr� TO REMAIN'BUILDING ENVELOPE ARE SEALED. WINDOWS - 5-15-02 OD AND DOORS SHALL BE CAULKF!7O. PERMIT SUBMITTAL f INSTALL 81MPSON LSTA24 STRAP AT ALL TOP PLATE SPLICES 5 PROVIDE A ONE-PERM VAPOR RETARDER ON WAIR-11 SIDE (IN WINTER) OF EXTG. DOOR TO REMAINO ALL EXTERIOR WALLS, NEW 3068 DOOR 6 EXTr_,. 2 x 4 . Ifo" O.C. STUD WALL O ALL DOORS SHALL HAVE A MIM. R VALUE o1= NEW 5040 WINDOW EXTG. eoUBLE 2 x b RAFTERS ALL WINDOWS SHALL HAVE A MAX. U VALUE OF U■0,54 AND A MAX. SHADING COEFFICIENT OF SC=0.57 OH NEW DBL. 2 x 6 HEADER 8 EXTG. 2 x 6 CHORD TIES ^ PROVIDE ATTIC VENTILATION 15F. FOIR EVERY 150 S.F. Or- ATTIC SPACE OR 1 S.F, i 1 NEW 2840 WINDOW O EXTG. (3) 2 x 10 HEADER �- 300 S.P. IF 50% HIGH , 50% LOW VENTILATION BUILDING SECTIONS NEW 6 9/4" x IB" GLU LAM BEAM OF / 24F-V4 I® EXTG. DBL 2 x 6 HEADER j F'RovIDE ATTIC AccEss SHEET DISCHARGE ALL EXISTING e NEW GUTTERS TO POND FACILITY O NEW 6" x 6" NO. I GOL aMN i) EXTG. WINDOW TO REMAIN 8 1/2" COX PLYWOOD W/ 6d 6" C.G. E.N. 12" O.G. FN. 12 EXTG. DOOR TO REMAIN 111112002-1111220 4 * 1 O 15764 SNN' 7.1 i ' AV NOTICE: IF THE PRINT OR TYPE ON ANY ++1I+iIIIIIII�III ++ III 111 111 �1II1 Jill Jill 111 IIIIII 111111 Il.r�P- IIII II II 1111 Illf 11 ( 1 Iil IIIII 1111111 III III II1li I ! II � III IIIIIII III �IIIIIIIIIII III +IIIIIII ; I�I I 1L- I _ _ZI 3I - I 141 _-I 5 6 7 I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, - - _L_____._._ _ _-, g � _ 1 _ 11 1� /t� h /Q IT IS DUE TO THE QUALITY OF TI IE Nti 3q ,w,,, / w„f - - -- - - _— -- - -- -- --- - - -- ORIGINAL DOCUMENT I t: sz Sz Gz 9Z z !�Z £�L Z Iti Oz 8i 8t tt 9t 9t ibi st Zt tt I i 8 �I11► ►�I►i1►Illllllilll��ll►►�►11111111 1►11111 � III I 1 � i � , � I 1 I I IIIIIIIIIII IIS)III►�IIII11111�1� ►1 l► III II ► I�►I►11►►IIIII�IIII� 11 IIII � I � 1 I I � ��It IIIII►III Il�illl ►IIIIIII (( �� � � I i I�Iillf �ll�llll Ili �III.IIIII�I 111111 11 IIII�IIIIII� 1�2 4:K I�lW.111111111111IUlll 1111.ll11�1111L1.1ll1IIIIlIIIIIILIIII.,IIIII�NIII i XTG. 2 x 6 STUD 1 IE LOCATIONS +HTUDSOLPDOWN- ` N10coli FACE OF EXISTING OUT BUILDING NEW 2 x i --------- --------- SIMPSGN ND4A W/� 3'-0" MIN. 9025 S.W. Center St. - Tigard, Oregon 97223 { REMOVE EXTG. A.G. !2) a/S"• MD. PAVEMENT AND ADD NEW CONCRETE RAMP. 74 MAX CROSS SLOPE --------- IMPSON Asa Phone: 503 620-2086 BOTH SID16 USE alMPeal "T516 • ® Fax: 503 684-3636 a r .v-- -.--�. FIOLDOWN LOCATIONS EXTG. SLAB -----I -----' ---' " 4 I REU PRpF � 1 1 1 A NEW 2 x 6 �GINPP SECTION A - NEW 1/2'V AD. • 4'-m" O.G. ry - r `' 18 5 9 v I GLU LAM DEAM DRILL THROUGH EMG. c + E 2 x SILL R 4 6LA15 BOTNp U2 TYP. PRIOR TO PLACEMENT OF FOOTING BELOW MEOW. VORATE CONCRETE RAMP FEATHER IN EDGER CONCRETE FINI ROOMED MAX.GROSS•LOI•E WHEN�POSS POSSIBLE. NEW FOOTINGS ° ° 6" MAX. EDGE AT 6'-m" ALTERNATE M BARB - CONT41% IMP60N LU26 TYP. LENGTHS BEE FOUNDATION + 1p Le NEW 2 x 6 CHORD TIE TYP. PLAN FOR PHAGE ONE AND 04 BARB AT 36" � TWO LOCATIONS v Y IMP60N LSTA24 PH 04 BARE - LENGTHS 12" MIN. -' x 6 COLUMN W/ 81MP80N COLUMNI'� ONE ITING CENTEREDi-- -- -----, --_�_ ' CAP ECGt6 • END WALLS t SIMPaON IN(OVERLAP FOOTING LENGTH I.--__I i- !OVERLAP 24" EA. END W/ PHASE TWO) "' PHASE TWO 6 -mCENTERED l . . CC'li CENTER COLUMN 1 IN FOOTING LENGTH TY . r4C� TRUSS MODIFICATION DTL NEW PERIMETER FOOTING DTL SECTION B 11R".I'-m" NoaTM+ AND sour" WALLS i i CONCRETE RAMP PROPERTY NEW 2 x 6 WALL I W/ GROOMED 3'-0" MIN. LINE AND/OR FINISH 2%MAX CROSS SLOPE FENCE NEW 2 x 6 STUDS • 16" O.G. EMG. STUD WALL TMG. STUD WALL8 •I BARS - CON . IR"• AD. x 12" . 4'-m" O.C. E L X 1 DRILL T RO BLAB G - 7„ •4 BARS AT 36" O.G. EQ PRIOR L 1 PLACEMENT 1 1/2"0 AD. W/ 6" MIN. I/2"0 x 12" A.B. • 1/2'4 A.B. W 6" MIN. OF FOOTING BELOW NEW 6 I EMBEDMENT + 4'-0" O.C. 4'-P)" OA, EXTG. SLAB EMBEDMENT . 4'-0" O.C. EXTG. BLAB STACKED ^ XX LANDSCAPI --j --- - -_—11 T BLOCK WALL .:: :.. '. -- y. --_=i I-----i I� BAW CUT I COMPACTED aI-----i i-=-- -----I ! -� G ° d 0 BACK-FILL "I_____i i____.I I'.__-i i_____i �1 6 • •• 7 Y d' 0 ACTED . --- e COMP -i i "'-i -- -----i ROii_c_-aa, 4 NEW 4" SLAB d Q a T77 EXTG. BLAB NATIVE SUB-DABS `�u W/ 03 BAR • �p • d , • -I -- '.1': .`^•., ' ' 1_____1 1.____I Imo' 6 d O 24" O.G. EA. WAY . ��----, * d NEW 4" BLAB 4.Vp: _-I i I_____I i d W/ 9 BAR • a 24" O.G. EA. WAY NEW AT 6F-m TALTEWATE R d. `��- -- --L�, .�+d • LENGTHS SEE FOUNDATION -- - - - Nr:'L FOOTINGS . 4 PLAN FOR PHASE ONE AND d 201, - - '� l4) 04 BARB CONT. AT 6'-0" ALTERNATE . G p SECTION C LPLT6FOUNDATION .. 4 TWO LOCATIONS ate. + PROJECT: 12" AN FOR PHASE ONE AND two LOCATIONS SEE DTL 1/5.1 FOR FOOTII k3 STRUCTURAL CONSTRUCTION INFO. IZ„ MIN• GENERAL NOTES: 12” MIN. UPGRADE�. ALL FILL TA 8E COMPACTED TO 95% RELATIVE COMPACTION FOR ' I-LEASE SUBMIT LANDSCAPING BLOCK WALL PRIORURERS TTO�C.ONSTRUCTITURE TO ON. FOR EMSTING t • MAXIMUM SLOPE . I UNIT VERTICAL IN 20 UNITS HORIZONTAL BUILDING 5% SLOPE ) CONCRETE RAMP DETAILS 7 NEW FOOTING DTL 5 NEW FOOTING DTL 2 NEW FOOTING DTL 74th AVE. 3/4"•r-m" WEST WALL 11R".r-m" WEST END 1 1R°.r-m" EAST ENDINDUSTRIAL PARK I IR"•I'-m" 15715 S.W. 74th AVE. USE STITCHED LOOPS TIGARD, OREGON FILTER FABRIC MATERIAL I OV'SR 2 x 2 POSTS 36" WIDE ROLLS FILTER 6 x 6 NO. I COLUMN FABRIC MATERIAL (2) 1/2"0 M.B. XTG. 2 x 4 FRAMING Date: 2 AS SH Scale: AS SHOWN Drawn by. DJL ENK IMPBON PB66 Checked by. n Job No.: 020408 e Drawing No.: DTL a 9 W 6 x 6 COLUMN -- jSEE DTL 3151 FOR A / / COLUMN FOOTMG INFO II MAXIMUM SPACING / .a a• ; BEE DTL 6/5.1 FOR COLUMN ° TO FOOTING CONNECTION 4 4 NEW FOOTING - SEE I UNDATION 4 PLAN FOR FOOTING SIZE AND FRONT VIEW SIDE VIEW ° o d LOCATION SUBMITTALS 5-15-02 PEWIT SUBMITTAL NOTES a ° a a 6-28-02 PW PERMIT REVIE 's a 1 . BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE. • • • 4 •a X li" LONG TIES USE (2) BLIP2002.00220 3, STITG FIR, PINE OR STEEL FENCE P0.5T8 m 3" 4 y SIMPSON 60F6 2 2'x 2' ' Ht-D LOOPS TO BE INSTALLED DOWNHILL SIDE OF SLOPE. 3 -6 8E 6EPDXY 15765 SW' 74'" AVE 4. COMPACT ALL AREAS OF FILTER FABRIC TRENCH. BUILDING DETAILS (4) •4 BARB • 12" O.O. EACH WAY SHEET SEDIMENT FENCE g COLUMN TO FOOTING CONN. DTL. 3 NEW COLUMN 'FOOTING DTL. - „ N.LS. NOTE LING FOOMAYBE RECESSED FOR COVERAGE BY SLAB 3"•I'-m" I I/2 •1'-m" 5 . 1 LL F NOTICE: IF THE PRINT OR TYPE ON ANY Err 111 111 111 111 111 I ill ISI til t ISI t�ill�", t�I I�r 11 Ift�l Int -I�t 111 t�l f�i I�t I I tII t�l I�I I I ISI i�lil�I I I I�I I�I I�I I ISI I(I I�T 1111 I�I ISI I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 I I �1 Ii Il 11 4� I I I gl I I I �f I I I I �jl I I �I . I I }1QI I Ij j_ LI� IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT �p ->w--T— I Illi llu�llll iuimi uulmi iuihm uuluu uiduii milu� uduu iildiuiiu11m1 Tadao iudmi Tadao uul�m imllm Tadao iudmi Tadao uullui' u��1 mdm!u1 ` 0 iudu ` ` duu�uii�li