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12750 SW 68TH AVENUE-1 ADDRESS : 2,7 SO iN 1.27 �w 6$i��►v��E 1� r i:\records\microflm\targets\buiIding.doc ------- � . . � -ea x� MkrogiwW M�k104 1140 b .. .°..aNY� 1 Cm '11111 1+1111111 111111111 IP!ilml �n _.. I iI iii ;!1111111111111 11111111 1 >�LEGIBILITY STRIP m.I cmIOmo l1I0 II I I l12 III31�1111I1 I 41111111� I!I IIII1I QIIII I IIII1I 7Illi I IIIIS illi I IIII1I 0IIII I II2II I0flll I 2'1 II I IIII 1111 I IIII I III!i'1111 11!1 I IIII IIII I ilii 11,u1`1 I IIII IwIII I 1 IIII I Illl • 22 23 214 215I I I I 26 27 26 29 30 1 z l i i 0, j HONI o 10a . Oz F a . t� �. Ir i* '. .::. .am: ... ... ..,.• •...,,...•.«,.. ........... .,...-..... ..,.,..,, .,•..Mmn-.o-aRr ^nom, a 1 / f V N — _ _ PANEL BVOLTS/PH: 1201208 3PH 4W _MOUNTING: FLUSH_ a _ BUS RATING: 225A D_EVIC_E& PLUG_-IN CB _ACCESSORIES: (1) HANDLE LOCK-ON _MAIN DEVICE._ LUGS_ONLY GRD BAR: STD DESCRIPTION LO_A_D DEVICE CIR PH CIR DEVICE LOAD _DES_C_RIPTION HLO L- EXITS, NIGHT LIGHTS_ 84 20 1 1 A 2 1 20 1440 R- EAST L- ENTRY, CORR, TOILET 612 20 1 —3 B _ 4 1 20 1440 _R- WEST L- OFFICES 930 20 1 5 C 6 1 20 SPARE SPACE _ 7 A 8 1 20 SPARE SPACE — _-9_ B 10 1 20 _ SPARE SPACE 11 C 12 1 20 SPARE _ r SPACE 13_ A 14 1� 20 SPARE SPACE 15 B 16 SPACE_ _ SPACE 17 C 18 SPACE _ SPACE 19 A 20 _ SPACE — SPACE 21 B 22 _ SPACE'-- SPACE _ _ 23 C 24 _SPACE g SPACE 25 A 26 v SPACE E SPACE 27 _B 28 — —�-- SPACE -- -- - — - — PA E — SPACE 29 C_ 30 — SPACE SPACE _ - _ _- _ 31 A 32 SPACE SPACE _ _33 _ B 34V SPACE SPACE 35_ —C _36 _ SPACE _ SPACE 37 A _38 3 30 2381 RTU-1 SPACE - - 39----.B—- 40 _ 2381_ " SPACE ^` 41 C 42 _ 238.1 TOTALS A. 3905 B 4433 C: 3311 _ M CONNECTED VA: 11649 208 VLTS = 32.34 AMPS CONNECTED 1% OF LTG. LOAD 407 T _ _ - --- 25%OF LG:�T. MOTOR --- --- -- --- 1 - - - ------- — _ TOTAL DEMAND VA 12056 -�—� V 33.47 AMPS DEMAND 12 750 SW 68TH AVENUE 11(; I of 1 ...,....,,............. ..,....._.+.'.n...--.w.,...........,—....,.._........_.-.,_...-...�.r+..�-.-..��...�....•�.-_......rA.nw+w,�.r.-'- .�..r-.n.s...,.�...�w.r.«e,.-n........-.-.-«.�wrh.....-.-..•..`-......-.......�...,.�^ta•i_"• ......,... -..... �y� ,... ....fir - ,-..h yr�Y'Mw:"'��wwY•..::.,. .+...6:..:t�lYl.'?@IKtaMtlhr.M�iMY�dafkv�L�TM.dP'J,J� :'r,�r.l aanpu cm ; ► i i i i I I I I I i i I � I IIIIlIIIIIIIIII 11111t1111,� ��illllllll!IIII►Itt! Illillill 1111 I lI+I ,.,ILI+►t' LP E G I B I L I T Y STRIP 0 1+++ 11 + 11 illl I11111I11 1111 Ilii IIII IIII IIII III+ illl IIII IIII IIII IIII +Ili til! Itl! IIII IIII IIII telt illllllll IIII IIII Illi fl I} Illi Ilil IIII IIII IIII fill IIII Ilil ILII IIII � l O 112 fi a t � � I � I i i l cm O I I ( 13 14 I® 17 18 10 20 21 22 23 24 25 26 2I7 28 29 30 r Z� I 01 oe c'9 Cascade Elecfncal Design Date: 5115M Time: 11:24:56 Page 2 o12 Service Calculation 1993 NEC Project Cascade Technical Staffing DatA: 15-May-96 Occupancy 132 Space Type Office Total Sq Ft. 4264 Section Subtotals Lighting 220-3b Area Sq ft Va p s f Load Factor Demand 220-10b Office 4264 3.5 14924 125% 18655 125% 125°x6 125% 125% 125% 18655 Show Window Lin ft. Va ea 220-12 200 Receptacles Sq ft Va ea Load Factor Demand 220-3b" 1 100% Qty. 220-3c6 71 180 12780 100% 10000 220-13 50% 1390 11390 Motors 220-14 Motor Va 430-24 Largest motor 25% of largest Fwed Elec Heat Total va 220-15 Kitchen Equip Total va Factor 200-20 100° Hvac 440 Total va Factor Demand Single unit 125% , Multiple units 29171 100% 291'111 29171 Sign 600-6c 1200 Misc Type Va Factor Demand Microwav 1500 100% 1500 Dishwash 1500 100% 1500 Coffee/R 1500 100`'/0 1500 Waterhea 4500 100% 4500 100% 100% 100% 100% 1.11°/c 100% 9000 Total va 69416 I Voltage L-L 208 Phase 3 Total amps 192.69 I �,�i► `�� o8x11 AVENI'E v 77`7Y III., IIMi Ali Iillll�l! Idll IIII IIII 1111011 illi Ilii ILII Illi i . will 1 +� cm � !'� ,,,, , � . � � *iiilll�llll l��;Iiiil IIIIIIli�l flll�llll !lil�ll;*"�'�II Ilii fill IIII IIII IIII !III IIT IiIIIIlI IIII till Ifli IIII 1111 VIII I LEGIBILITY STRIP I2 3O ® 10 I I I+ 1(3 1'4I I I I 1I 8 IIs 20 I 2I 1 I 2I� 2 ( 23I►!!�I!2I! 4IIIIIII2IIIi 5IIIIII2II 6IIII II2II 7IIII II2II(8 IIII II2II!I 9Ilii 30iomm'icm Z I I I �O1 HONI 4 1 OZ 02 JII k 3 _ S _ PANEL: A VOLTS/PH: 120/208 3PH 4W MOUNTING: FLUSH �i BUS RATING 225A _ DEVICES_ PLUG-IN_CB ACCESSORIES: _(3) HANDLE LOCK-ON _ MAIN DEVICE' LUGS ONLY _GRD BAR. STD DES_CRI°TION LOAD_ DEVICE CIR PH CIR DEVICE_ LOAD DES_C_RIPTION HLO L- EXIT, NIGHT LIGHT� 192 20 1 1 A 2 1 20 1440 R- SOUTH` L- CORRIDOR, TOILET 1170 20 1 3 B 4 1 20 _ 1440 R- WEST _ L- OFFICES NORTH 930 20 1 5 C_ 6 1 20 ! 1260 R- CENTER L- ENTRY, RECEPTION 781 20 1 7 A 8 1 20 1260_ R- CENTER _ L- OFFICES SOUTH 1302 20 1 '9 B 10 1 _20 1260 R- NORTH _ L- OFFICES WEST 1452 20_ 1 11- C 12 1 20 1440 R- NORTE HLO L- SITE 552 20 1 _13 A 14_ 1 20 1440 _ R- SOUTH I HLO MONUMENT SIGN 1200 20 1 15 B 16 1 20 1500 DISHWASHER SPACE 17 C 18 11 20 1500_ R- MICROWAVE_ SPACE 19 A 20 1 20 1500 R-_COFFEE, REFRIGERATOR _ SPACE _ 21 B 22 1 20 180 R- TEL SYSTEM _ SPACE 23 C24 1 20 SPARE -� � _.. SPACE -- - - ---- --- ------------- _ _ _25 A _26 1 ___20____ _ _ SPARE SPACE _ 27 B! 28 1 20 SPARE T-_-` -- SPACE - - ----- - -- _ 29 C __30__ 1 20_ 'PARE _ SPACE _ _ 31 A_ 32 1� 20 _ SPARE _ SPACE _ _3_3 _B 34 2 30 _ 2250_ WATER HEATER SPACE _35 _C 36 _ 2250 _ V _ RTU-3 4138 50 3 37 A 38 3 40 _3005 RTU-2 4138 39 B 40 _ 3005 4138 _ 41 C_ 42 _ 3005 PHASE TOTALS A: 14308 B: 174_45 C. 15975_ TOTAL CONNECTED VA: 47728—_— 208 VLTZ _ _ 132.48 AMPS CONNECTED _25% OF LTG LOAD. 1937 _25%OF LG_STMCTOR - -- — --`— - -- _�_ TOTAL DEMAND VA 49665 137.86 AMPS DEMAND 7 Q W !i0 rG 3 �'1 r � _ ,...r ,..., .... ,. •fib. '. w, �,,.r.w'e..�f C r i�I ..�.� .....:..:,, . .�,. 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I I I I I I I I ► I I I I� i t I I I I I I� I I I (1 I I J !I I l � I► I 'P LEGEND POWER LIGHTING SIGNAL REFERENCE ABBREVIATIONS Y 1 SINGI E RFCEPTACI E O SURFACE FIXTURE V TELEPHONE OUTLET \'l REFERENCE NOTE DESIGNATION o SWITCHING DESIGNATION DUPLEX RECEPTACLE Q WALL BRACKET FIXTURE Q DATA OUTLET I REVISION DESIGNATION A FIXTURE DESIGNATION If�o>i DUPLEX GROUND FAULT RECEPTACLE O PENDANT FIXTURE v TEL/DATA OUTLET O SPECIAL DESIGNATION C ALPERE TERNATING CURRENT Q�wP DUPLEX WEATHER PROOF RECEPTACLE ® RECESSED DOWN LIGHT a FLOOR PEDESTAL TELEPHONE OUTLET Soo FEEDER DESIGNATION ACU AIR CONDITIONING UNIT AFC AVAILABLE FAULT CURRENT QUAD RECEPTACLE ® RECESSED WALL WASH FLUSH FLOOR TELEPHONE OUTLET 1 AFF ABOVE FINISH FLOOR ® SPECIAL RECEPTACLE - SEE NOTES RECESSED ACCENT _ TELEPHONE BACKBOARD E1 DETAIL REFERENCE AIC AMPERES INCOMING CURRENT AL ALUMINUM ® SPECIAL RECEPTACLE - SEE NOTES STRIP FIXTURE ® OCCUPANCY SENSOR S CB CIRCUIT BREAKER �... JUNCTION BOX 7 FLUORESCENT WALL BRACKET 4 PUSH BUTTON STATION DETAIL DESIGNATION CT CURRENT TRANSFORMER - DRAWH BY: JGW Cu COPPER CW COLD WATER FLOOR PEDESTAL RECEPTACLE o SURFACE 2X2 FIXTURE EMERGENCY STOP STATION N D DEDICATED/DELTA CONN W d REVISIONS: FLUSH FLOOR RECEPTACLE �� SURFACE 6X4 FIXTURE � DOOR CONTACT E EXISTING T�' Cf, (� CLOCK / CLOCK RECEPTACLE Co SURFACE 1X4 FIXTURE Q BUZZER ELC EXTERIOR LIGHTING CONn I � ORIENTATION SYMBOL FTL FEED THROUGH LUGS SINGLE POLE SWITCH E] SURFACE 2X4 FIXTURE U CHIME GC GENERAL CONTRACTOR �- � $3 THREE WAY SWITCH y� MASTER AREA OF REFUGE COMMUNICATOR GFl GROUND FAULT INTERUPTER RECESSED 2X2 FIXTURE Q GRD GROUND 1 $4 FOUR WAY SWITCH Rc RECESSED 1X4 FIXTURE AREA OF REFUGE COMMUNICATOR EXISTING/REFERENCED EQUIPMENT ® Q HLO HANDLE LOCK ON s' c $n DIMMER SWITCH Q THERMOSTAT - - EQUIPMENT/CIRCUITRY TO BE DEMOLISHED HP HORSE POWEI:/HEAT PUMP -J RECESSED 2X4 Fl:(TURE I REMOTE INDICATOR E' $K !<EY OPERATED SWITCH FIRE ALARM CONTROL PANEL -- - - - - - - NEW EQUIPMENT BY OTHERS IG ISOLATED GROUND g RECESSED 2X2 Pf�RABOLIC FIXTURE � $L LOW VOLTAGE SWITCH CAAR, FIRE AI.ARM ANNUNCIATOR PANEL - NEW EQUIPMENT/CIRCUITRY ISO ISOLATED RECESSED 1X4 PARABOLIC FIX IURE r KVA THOUSAND VOLT AMPERE r• $� MANUAL MOTOR STARTER Willi THERMAL OVERLOAD FIRE ALARM PULL STATION ^� �� FLEXIBLE CONNECTION KW THOUSAND WATT RECESSED 2X4 PARABOLIC FIXTURE $P SWITCH WITH PILOT LIGHT RECESSED IONIZATION SMOKE DETECTOR — — — UNDERFLOOR/UNDERSLAB CIRCUITRY LC LIGHTING CONTROLLER �jn EXIT SIGN MC MECHANICAL CONTRACTOR ® PHOTO ELECTRIC SWITCH a - - - DUCT SMOKE DETECTOR — PRI — — UNDERGROUND PRIMARY POWER SERVICE MCB MAIN CIRCUIT BREAKER (] TRANSFORMER Q WALL BRACKET EXIT SIGN OM HEAT DETECTOR — SEC — — UNDERGROUND SECONDARY POWER SERVICE MLO MAIN LUG ONLY © C01�' O AREA OF REFUGE SIGN - N NEW p 15 FLOW SWITCH CONNECTION — TEL -- - UNDERGROUND TELEPHONE SERVICE PH PHASE 4 MOTOR CONNECTION Q WALL BRACKET AREA OF REFUGE SIGN TAMPER SWITCH CONNECTION — TV — — UNDERGROUND TELEVI^ION SERVICE ST SHUNT TRIP 4 • w EMERGENCY FIXTURE WITH BATTERY PACK � TC TIME CLOCK [] FUSED DISCONNECT SWITCH �"'r 0 SMOKE DAMPER CONNECTION UON UNLESS OTHERWISE NOTED NON-FUSED DISCONNECT SWITCH 0 SURFACE FIXTURE ON EMERGENCY WALL BRACKET FIXTURE ON EMERGENCY f IRE/SMOKE DAMPER CONNECTION W WATT MAGNETIC MOTOR STARTER r O PENDANT FIXTURE ON EMERGENCY F FIRE ALARM HORN KP WEATHER PROOF AN DISTRIBUTION PANEL RECESSED DOWN LIGHT ON EMERGENCY FIRE ALARM HORN/STROBE Y WYE CONNECTION Ila DISTRIBUTION EQUIPMENT ® 411----1 STRIP FIXTURE ON EMERGENCY FIRE ALARM STROBE DISTRIBUTION TRANSFORMER FLUORESCENT WALL BRACKET ON EMERGENCY FIRE ALARM BELL 1 SURFACE 7.X2 FIXTURE ON EMERGENCY s� SURFACE SPEAKER GENERAL NOTES METER BASE ® SURFACE 6X4 FIXTURE ON EMERGENCY 0 FLUSH SPEAKER • CURRENT TRANSFORMER • -7 SURFACE 1X4 FIXTURE ON EMERGENCY ' FIREMAN'S TEL JACK 1. MOI.NT ALL CONVENIENCE DEVICES AT +18" AFF UON. CONTACT • SURFACE 2X4 FIXTURE ON EMERGENCY SWITCH Q MAGNETIC DOOR HOLDER 2• MOUNT ALL CONTROL DEVICES AT +42" AFF UON. FUSE RECESSED 2X2 ON EMERGENCY 3• MOUNT ALL VISUAL AND AUDIBLE DEVICES AT +80" AFF UON. BREAKER C' RECESSED 1X4 ON EMERGENCY �•�- O RECESSED 2X4 ON EMERGENCY 4. THIS IS A STAr'I)ARD LEGEND SHEET, SOME SYMBOLS MAY NOT BE USED. FUSED SWITCH r— ® 5. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND UEQUIPMENT PAD RECESSED 2X2 PARABOLIC ON EMERGENCY ELEVATIONS. RECESSED 1X4 PARABOLIC ON EMERGENCY 6. VERIFY NAMEPLATE DATA PRIOR TO MAKING CONNECTIONS TO ANY IIS-' GROUND REFERENCE RECESSED 2X4 PARABOLIC ON EMERGENCY EQUIPMENT. GROUND ROD UQ AREA BOLLARD FIXTURE CONNECTION TO WATER PIPE G AREA FLOOD FIXTURE z Z AREA POLE MOUNTED FIXTURE LOAD SUMMARY U. CONNECTION TO BUILDING STEELUL LIGHTING 0125' 18.7 KVA RECEPTACLES 0100% do 50% 11.4 KVA HVAC 0100% 29.2 KVA l— SIGN 0100% 1.2 KVA f♦w Q MISC 0100% 9.0 KVA Cc TOTAL 69.5 KVA J 0 208V 3PH (193 AMPS) Q U z w FEEDER SCHEDULE COMP. ALUM.) _ :M:Y 41250 KCM <t zosrc 2 1/2" PVC, 4#250 KCM, 114 GRD I [U— W I Q1 V+ I , LUMINAIRE SCHEDULE 6X6X48 N-3R WIREWAY Q TYPE DESCRIPTION VOLTAGE MOUNTING LAMPS U 206Y A 24" X 48" FLUORESCENT LAY-IN FIXTURE WITH ACRYLIC LENS AND 120V RECESSED 3-F32T8/41K Y - rAMEL 'A' PANEL "s" P-11 ELECTRONIC BALLAST. 42 SP 42 SP223A 4L0 22SA MLO ? LITHONIA N2GT332Al2-EB120V 14,519 AIC Y V FluffSHt F1 6" OPEN RECESSED DOWN LIGHT WITH CLEAR ALZAK REFLECTOR. 1-50PAR30/FL/CAP PER PGE ! ,'' LITHONIA #R-GAC 138 AMPS 34 AWS �; , 18" ROUND FLUORESCENT DRUM FIXTURE WITH MOULDED ACRYLIC LENS CEII-ING 1-FC12T9 400A N-3R I /10994 1-FC16T9 TERMINAL 200A 240V 3PH 4W I O.H. METER/MAIN 22K Q 1/4 SPHERE ADA FLUORESCENT WALL SCONCE WITH RECESSED BACK-BOX RECESSED 2-PL13TT CABINET I I ` PROGRESS #P7121-60 / P3-TG / F UNIVERSAL EXIT SIGN WITH WHITE. BODY, RED LED INTERS AND EMERGENCY VARIES INTEGRAL ♦ )2m/3 200/3 I I A , BATTERY OPERATION. l 1 j LITHONIA /LQMSW3R-120/277EL + _ — -- — I STALE: NONE s _ � �..—I •I_ I toaro - . �. _ DS , E 48" FLUORESCENT WALL BRACKET FIXTURE WITH OAK. ENDS AND WALL 2 F40T12 -� � I _ ^_ — _ _ J LE�N{.•� EXTRUDED ACRYLIC DIFFUSER. �4CU -�,,, -- c� CITY OF TIG RD PROGRESS OF'7157 H �4CU SCHEDULES X TWIN HEAD EMERGENCY EGRESS FIXTURE. 2-INTEGRAL Approved f ...............:f��'.�. r.��.��... t �: ONE UNE DIAGRAM UTHONIA ALM-2 TO UTILITY POLE(�4" PVC W/36" SWEEPS do PULL LINE #4CU Conditionally Approved................................... l ] SEE SHEET E2) - SE(.' — — S7C — For only the work described in: � T -_ PEFIMIT NO. - f- SL 250 WATT HPS TENON MOUNT LUMINAIRE WITH 25' STRAI6 SQUARE STEEL CONIC. BASE 1-LU250 t �' "' Nr. A98114 ; POLE AND INTEGRAL PE CELL #1/OCU UFER Sea la",3r to: Follow.................. ....................:t D PROJE.., UTHONIA OKS2-250S--RPD-120-PER-STANDARD-PE1 Attach /SSS-25-4G-T25-DM19-STANDARD COLD VA TER fob Addrl _. I.�r.7:? -1 _ l � Date: DATE MAY 17, 1996 ' �rJNE LINE DIAGRAM �A 20BY/120 El ' 12750 SW 6811'AVFNUI? 1164(411 i' 1 I .......-+..+....,..««....+:...«.-...._«.;...,»,......._.._.. .,.�.,,_,,, ...«..-,.._,. __. ....»..«,-....,.«...-.+., ..,.. ...._. .,_.�,«..�-...;.r�►�..:-...,......N...«.+«aw,.....+...«.«.»......,.�._.._...._.-.--.;--..«»...,..��...»....�.-.---.,-.. -...-.«,..-.�,.�.,.�......-....-... ,.«.._..-_....-.:-.. ...............w.w�.....- --. ._._-_.'- ___. ...-._._..,-,,..-..-..-_._.--______..�____..-__..........-...�... -_ _ ... - .-. A,,,_, _ .».+.�« ... a In A. 'l► CCn uI� ll�ll�lil�l�ll� il�: iiIIIlllllll� il�l�ll�llll�ll,l�flll�llll�ll �I�Il�llll�llll�iil!�Illl�illl�llll�llll�llll�l'�I�Ilii�;III�IIII�II�i��I��Ii��iil���III�IIII �III!Il,�llll�llll�llll�llll�lill�illl�llll�llll� I_ OmmLEGIBILITY STRIP o lCm 2 3 , 10 11 12 13 14 10 17 18 19 20 21 22 23 24 25 26 27 28 29 30 � . I'IfIIIIIofI1I�'III I,I1 I I I J N O N I • I OZ ,7 °P. 25X A4;.. .. . .. .- .. ., 10010 ., . .. .. "'• 1. a , :M/r:•r, d=a.wnn+..e..N:.,-a.ir . ..w..y, t o1yn.«..+«+ls<wiM:+4•wn.- '#Y+pM1y1�1T;q... •nw."T.!"rnwe^W.yyhvr,.«x.er•...nnr.u.•!_rwq•«,..,,yq�M 4 M .. w ;. r.«. ,ry.Y{p rfi+mr�nr*.:!M, M+!RrtfY!MM'A4!"a' ,,�'f�,'a+1i" _ ...+�PK"'E�p,'wr+MAT','►hn' pt�1r"W.,?'s`MrNK+kMNbM+J '' I ! ' � I ' DRAWN BY: JGW REVISIONS: Ij 1 I A-13. N g N of� � A rn I K n 4 n o z� n am. Q Lu Z w > r 'v<J I tII �J z Z UL I L TELCO SERVICE -\ i < O PNL"B' . I V� cccc �F� \ PNL'A" � j g POLE (J (1) 2-1/2" �- (1) 2- 1/2' o LU \ \ Z 1' 45 DEG TOOLED EDGE l (1) 4' ANCHOR BOLTS \ TFC \ \ Q SUPPLIED WITH 1 POLE, INSTALL ! \ SERVICE LOCATION PER 24" ,, •' E1 I w MANUFACTURER'S I INSTRUCTIONS (1) 4' FINISH GRADEAPPROX ,, Ez'STi'JG <Nn LOCATION E UTILITY POLE W / ,FMRBY PGE. U \` VERIFY POLE QUADRANT. � Q LE. 'r.' ?' CONTACT: BRIAN MOORE I CONDUIT -� ;, � , 590-1351 Q 20" DIAMETER REBAR CAGE 6 /6 VERTICAL -___._._ __ ...__.___... __..___.._ __ ._ . _ .....__ _._ ._�-__._.._ WITH 1/4' SPIRAL __.... .._..... ........... _ s/ J TIE AT 3' PITCH ~ WITH THREE ��` - - - �_ LOOPSAT TOP _., . _._...___.-_____.— _.....__....__________._.___. ._.._._..._..__._.-.__._____._.._.._______-.._ _-._-�__ �...-_ Jq41PRECAST OR • • �' `�` W A.. CAST IN PLACE 3000 PSI CONCRETE FINISHED SMOOTH ,• ABOVE GRADE SCALE: AS NOTED � x--24 �'.�f�i. !��"-'~F�'�r T!�r� �-�l-�c�� ` �Lt�I�A�IREANCHOR SASE PLAN I DETAILS q 4 t SITE PLAN PROJECT N0. A96114 SCALE 1' 10' - DATE MAY 17, 1996 E 2 12750 SAW"'A%'I:NI'I: Fr,5of13 - -------------- - _ - ._ -» ter._ _•,; M,.r r �-- .-......__._...- _.... -- —__. — _- - ,._,..,. .,,.n....wrn.......wx...,» ....•u..wiwrw+wrrw-' _ ... .. ..- .. •. . .. C� `1'illllllllllllllllil"Illlllllllllllllllllllillllllllllll LEGIBILITY STRIP o 2 ? a 5 e 1 9 10 1 I 12 13 14 116 17 IA 19 ?,0 2II 2I2 2I3 24 25 2'8 2'7 29 29 30 1 1 Of Nom' • l08 LL n - , - ., .« •.rr�w�A.r'mxYr.,,,,,y,,,�f,r?+tdty+rh", ,�uc+++n^9Ra+�a4Wl77MfW 'R_. .... , : .. ,_ - »m ., .. ., , •4 i,,. _,.. ...: -.. _.. ..., .,•...,,.,.<r•:rt . ..�M'NMi+'wqur nnnw!.,+.wae ,.«, �•,-, .,. m'.,M. -.wa •..:.. •«- wn+s«..,...,�,,...« ... _,.,�,.. ., ,..•n .. .,, ,., . _. +«irr ,�a�N.�^... er... r..,.,-,, p,nr1.wr••n.�..w!!+q.w•,•�+MKh�,Mrr+n*n.+,NeNbaY KiM�.rM 1�.'�w!q`."�sr'M'y'""'MAAM +`«nw+„Nr!!!Mfr ... *hnm ��.er+!,w,o-.,+r,tx-•.. ��rvm�n• n�^`!»r_r..�m `rrn. rcw.•.a•s• _ . ,v rnr�.-•;r i ro�• „ ,...�. ...:,�, �.wvy� .,.e^roNN"e".+h�k1+YgM•'�N�%IWr -. ... .. - A"NM!M�uS" 'an+�M�. .. .. .,� ,. -,,..W .. ..vww.vn'�»iryi«..,.,mr vrir..+,«,r�na!Y^?�f!w9lt. Wnr•.W:-�'r9^ �- �rww .d, .. ------- ---- VERIFY HEIGHT -j 12. 12. 12. r I 1�2�-1 12. 74. JL - +is. ' 4. 10• 10. 10. 01 1�. 12. 4' 2. DRAWN BY: JGW � 4. REVISIONS: +�e• 12' +,e• 0. 10. 10. i 4 4. 12. a N 2. 4. 4. aw 1 e §" N +42' 2. N W 4' o f' � fJ • 4. xz o- � M -08 6. mF .!21 L8. S. - 2. a o 6WP GFI 6. 4. F P 60� 45XF �- - - - - - --1 I N8 I RTU-2 (� I RTU-1 O 5-TON `-'� 14--TON 1 A-38.40.42. 31.3 MCA I 124.8 MCA4. v 6060AF� ' L_ - - - - -_j �f� l6. - - F 60/3 35AF 4. I 22. O R lt1-3 I o _ M6 7.5-TON +toz• BOND TO SLRVICE 4---; B-38.40.42. 1 43.1 MCA A-22. #10 2. A-37.39.41. = L - - _ - IN ATTIC SPACE -�� / ,#10 A-6.8. � B-2.4. z A-10.12. � PNL"B• 2. A-34.36. FPNL"A' ' 0 4. A-18.20. z A-2.4. A-14.16 ii4 U j UL 2. 2. 2. 2. 14. 14. 18. t +42- 14� 4< O V+42 *� _ co I: qLJ 6 _�14� 14. 16. = z 2. :64. 11�2. 62. 2. 14. +,z• U 20. B w Q 20. co � f U C: z SHEET NOTES POWER�IGNAL PLAN 1 � SCALE 1/4• = 1' r O ALL HVAC EQUIPMENT IS FURNNISHED AND INSTALLED BY OTHERS, CONNECTED BY ELECTRICAL CONTRACTOR. .� U O PROVIDE DUPLEX OUTLET, SWITCH, AND KEYLESS FIXTU'., IN ATTIC SPACE IF REQUIRED. w O O TELEPHONE AND COMBINATION TEL/DATA OUTLETS ARE BOX, RING, AND 3/4' CONDUIT STUBBED TO SCALE: AS NOTED ACCESSABLE CEILING SPACE. POWER SIGNAL PLAN PROJECT NO. A96114 DATE MAY 17, 1996 E3 iIK�h,.1 Ii LEGIBILITY cmy .,,..-. ST�IpIom0_,cm I 3 5 6 7 8 9 10 11 12 13 14 18 1'7 18 19 .. 20 21 22 23 24 25 26 27 28 29 OI ON, ""oz �1�111 � 1 !.t�> ,�� �L.�IIJ1l1.�l�la ,laJllalSII.IJ.IIJ�t1 .la �l�1i,11�.1a.1� li��l,1.1tl���l. lt ,�tl .l� lIla�►►I �11�1.tI1�1aJ��.11 a., . oz ,,. .��....._��., ..� ....... ... _, �. �. .._. T.._�. .._. .__._... . ..� L J LL - C�-- �0�fl +L ----- {o--}--��� O fl 7 --- T ro aA i t f-41- 5. J 5. 1 DRAWN BY: JGW O � 0 g g i 5. J --- 0- O � J 7 - REVISIONS: A A 9 A A Ofl O � � fl 3. T 7. 7. 1. 7• n 12 II �- D os os 1 ce � a N ION d � N x C3 C) • � -- A kA A 9 Q I -� � ��� o wL Q J 11. J13.8 15. 5 � J5.0@5 A A A-5.7. 8-1.3. - k/A qA A � F E y 11. 11. A�-1.3. 5. I+ NL3. z . - OLnJI� L J l E3. 1EA Q = A A A-13. -+- •-� 3. Q� 3. II 3. � �O -- t - L J J l - �� 3 *H - }{+4 B } 13. 1. V F - O A E 1 J 11. +�� X NL � os [�- os A-911 � QLr- os A iA � J J 11. 9J 9. • 9. 9. 1 9. JIll, 9' 14 9. - W Ucri , U) SHEET NOTES LIGHTING SIGNAL PLAN SCALF 1/4" = 1'O _ALL HVAC EQUIPMENT IS FURNISHED AND INSTALLED d BY OTHERS, CONNECTED BY ELECTRICAL. r U w U SCALE: AS NOTED LIGHTING : SIGNAL PLAN PROJECT NO. A96114 i DATE MAY 17, 1998 E4: I . 1�75U�N'6R"' .AVI NUl I'li ?ii) 13 LEGIBILITY STRIP cm 2 3 a 5 e i to I'I 12 1I3 1a I18 17 1I lomm.'c" 8 19 20 21 22 23 24 25 28 27 28 29 30 ZI I I QI H0NI B tOZ I� tJ,111�tJ�l�1�l.�Iil l�J�,►�t� .1�1>1.�ll i�.lal�l�ltl� �1�J.il�Ii.l1��L�l al.ili.�i.l�>la. >li.11UIiIIIiIIIaI�lllilt I,11.1.�1�1.���1�lll�.l�1�1� 1a1.�1t1�1 i 00 - .... �''YMMMMYWrMMMeAIai�MwMe1nMY , ...- A-.---:.-::.:. Frim-s•eris'✓�W+a+ii 4Af ^!f If9^rt+il' ag-- •s,Ten , .,y .._'.'-. ... ................,.-:.,.- m.,.».x «.«. t•zasknCl�'. IRNs.P .. S w . 1 ;N;: 33 5?3227c?4e ROGER MC Gr .IGLE DE ��GE Ai/81 FAX TRANSMIT-,'AL C: WPlX'IAEFPpq�.6t3-AX o., Date: APril 22, 1996 FAX to: Robert Evonson, Architect Pages to follow. 0 From: Roger W McGarrigie P.E Regarding: CASCAD=C 7ECHNICAL aERV10ES ROOF TOP UNITS SEISMIC SUPPORT Calculation; V = ZICOW ,-17� = 0.3 x 1 .0 x (2X0.76) x W 0.45 ►Y 60 W = 793 # rnax. V 360 # each direction • MrO#9L Minimum curb dimenslon Is 43" v = 3a0 * / 43/12 = 104 plf, nominal roof sheathing nailing is okay. Connect RTU's to each of the 4 perlmiter curbs with two 1/2 " d1meneter legs. Lags to have 4" penevatlon Into 4x.8 pressutre treated curb°. Connect curbs to supporting Joists and block,;ng (through plywood roof sheathing) with Slmpeon A34 at each end of curb sections. ROGER w. MO ARRIOLt. P.E. CIVIL ax S.W nUb AvenuA au% Seo Pom��d p O90 eQ 2(X 51"12484M" FAX 600rae-4s4o 12750 SW 68111 AV NVI PG8of13 * EDd 9 $ � Cm IIIIII�lIIII 1111111111 ilillllll Iflllilll Illlllill II1111111 , , ,.,, ,,, ,ilii til fill IIII IIII IIII Illllllii illlllfI1 IIII IIII Ilii IIII illi Illi IIII I}II 1}IIIIIII IIIIIIIII IIII 1111}II►I}IIII��IIII ili►t�lll��l►Ijltl► II ► hili LEGIBILITY STRIP o I I. , I 1111 I I I I I i I ( ( I I ►111111 11111111 ► VIII f >© 10 1 1 12 13 14 f I s 17 I I � Omm'� �"" (® 19 20 21 22 23 24 25 26 27 2A 29 30 21 I I pl H)N1 64100 IMIKb o z C J I._l,_ _I I I ► i , I�( I 1 1 1 1 1 1 Q I i.l I.� I, i.I. rl. ,.�.lT1,�1.a,� 1 ► 1 I .I . I 84/22.119 Q_ ?3; :? 5832274340 M" PE an^E FAX TRANSMITTAL CAWPW0 PEF*DRT""3-eAX.Ot Date: Apn! 22, 1898 Pages to fo f low:/ 5 FAX to: Robert Evensor, Archltect From: Roger W. McGarri ,le, P.E. Regarding: CASCADE TECHNICAL ScRVICES ROOF TOP UNITS Calculation: Max. joist loading ` = 262 # from RTU Deslgn loading = 40 psf x 8' x 1 .33' = 426 # Combined Toed • 688 # Capacity 875 # > 888 #, thwafor okay Please see attached 6 ti M.o�►�� /I s1 • ?'� ROGER W. M&GAMMIOLE. P.E. CIVIL l A'MV=RAL ENGINEEFUNa 808 S.W. TNre Avenue Butt• M Porler►d, Oregon 07204 803124"88e FAX so5,24e-4340 12750 SW WII AVENUE * V 0 q � tl 0 � ` � �, 0 PG9of13 � y Cd I 1 111'11111 lliiIII) LEG1HIlITY STRIP o O .1Cm (III I 1111 I II II I IIII IIII iIIII IIIIIIIII 11I1111!I II1111111II0 IIIIIIII1I I1 IIIIIII1I�2IIIIIIIII11 I3lllllll1l�4lllllil I 1111111�IIII�IIII IIII I IIII IIIIIIIII19IIIIIII2II 01111 I I�I2II 1IIII I.II2I�I $1`123 ,IWI,.IhrI YI,.I�I2II.14YI: III I I',II IaI 215 � I � 2 26 27 28 9 30 i I 4, HOW 9(41021 1111tw1w SL1Y'WM. i�ll'�,.iLl , e4/22/1 :'°c ROGER K� GA;4;!5_r_ PE PA�� ei�ec � _ _ �schitrczur+c I &Sert Planning Interior Sps:c Planning N-inson Associates S10 N.W. nir4 Avg. Pottlsnd, arcgon 97209 $03.721.0840 Architects AIA PAX, 5031'223.0342 SUPPLEMENTAL DRAWING / MEMORANDUM � To: oA,-E - ZZ LFW13A NY N FAX NO.: 2#f kEFERENCE: CIT-F, tylvC. PROJECT NO.- �- W a)V/r- iN 3) C'0)q. 1 - ted NTs S� ao MA K- u�� f3 G P s �3 r slmm.� .3 3'S 4- rD A.) 4-3Y782 ! q j- 50' 70 " IT 1$ 78 7/ 3 2 3° 174 / 5- 7 i70 t � 716 7Dfi � ja .510 3 � l� a� Z� Z x.,03 ! $ 79'3 H4<. 1 0� From 12750 SW 681" AVENLIF- * 5 0 d C ;- 0 ' a PG 10 Of 1 Cm �{" "'''' I I �IIIliiil Ii1IIIIIi I1h fill Iii (Iii rill iii rill 1 ..LEGIBILITY STRIA O I 2 3 Mal cmlom11I1 O11 11 illIi II III I IIII I 11I.I III1(�3Illillili�IIIIIIII IIII�.i,���IIli�llll�Ilillllll�IIIIIlIlI�II(Illiil�IIII�II�I!I!ii!�11i(tiiiEii!�i!i.illill Illl�i��!!"='�'�,If�" Ii�!IIII I Illiiiill I IIII lily I III( li. � i4r. 19 20 21 22 23 24 25 26 27 28 29 30 I I I 01 HON; 9U1 OF, .k ' �� ���..�l.l: .� �.�a.i. ��._ .�.i,�.�� .I► I I L�.L�J I J �.(.L � I I I I i jilt 1 .b 04/22%1995 03: 5= 52 2, =ca RAGEp M^ GaRR:;__ �� PAGc 84/84 Page. 2 of 2 Report No. NER•119 lags era beyond the =:e ol, nulr°mega givell to tie reslaentlal eroducts InstallatiCn guide guide. 5. Joists are n0' Derrlanenvy excosed !: ;,,,�e weather 4 No cualnq at flanges Is p¢tlnitted. Kole$ in webs conform to tho re- TABLE NO. COMP ISITION OF VARIOUS RE91DENTIAL TJI JOISTS ~' Ja Will � W'aQ TI+I;KNcs2 umogoi J0111 DIPT14 i I;Al+at al>:a F•Aarrnont. t+•cn•.! P1yrrO.d Woo ttir4otrRillea 171v1'"wttb fb""!I. 1hlr.p/ rlvs"'woo TJI/ISCF TJIiI!Sp ;,1^vi •h /. —• T1J/1sGR i 'f;t./:'`SF .�� ,< ;,5c � r. 1 ','* I 1'11i1S 1 TJV250F I TJJ/:1SP I.So r 1.71 "1;R1—� :'112�DF ;Jt,sSSP Aix �—�- 1 1t, TJU21 1_I I/23D.rF �T1Ut :' y :.S �iAtl, i.7i --------- T.110 SP ,.S(J1 :.?C TI— IWAS I 'i11/31JF I T1I/?SSP 00 t :.10 1k ; !. i 1 h CJI/lti T1131C)F "„n SSP SU 1, :.AC 11: ::I;rSDF I TJ6,155P 1 S+1 c i.1L1 1, /I+T, l TJ111E T131SSt�F TJI!`1SP ';: '..Sc; i11, i �'.'L'�>>; 4!411/1�DF ii;r'SSSP I : a, � 1.SC ' :•• '/•1, TA$LE NC. 11—TJI*' JOIST DESIGN PROPER71ES1 MAXIMUM "0 MAXIMUM null:no*tt.e.a MA:MUM 14Ta111o11 IIIA"00i I OWNT Ir1,•t-e..1 Dlprw I I MAJUMUN SMEAR With w•0 1' I f{e►eh.•) W111amT(tilt) (rl , 100 100 6.1 1130 XiAaNT' lenjbLcomi We lhhs ltiN•r,.r irttlKnsr 100% J 990 $75 ,.71? : :111 I 1,V,1S I 11, :3 ! 1711 f 1 t 1 I.Gr1(1 :.7.11 1 ; ::lI 1 Wo, 6 17.1 940 941? 114 (l 74! ;31S l,itX7 _,11'1 :.1311 7.5711 11/11!1 I— ems7 sAt 1.560 1,200 Tim � ?,txltl 1,(tl(ll ( f 1.'► W 1 t,77Q I,;(;1 Mm 1 A.(KXI u!NN 1n 4.1 I,IM) 1,970 133) !.Ural I 1.Ixhl 11,NS Tl111iDI' '1' 1.41 161 1,121) 940 130) 1.Vtt(I 2AW 29U IA:U ydU I.*A) I,`>tK1 ;1,711 • X11!`..!131' �'r'�, 2,1 IKO 1,130 �t 2,11K1 1,•1113 ,t••:'Xt II ; !23 1r4.'q W411t1 S.I(I(1'_.A 9AV 1,,10 V'!1) ,111(1 :..SII$ t,tcII llt 28 663 I,y711 ! cwt► :,ItMI 1 :1111 6.:7o 171l1S1)1• ' l : /rM :.h X14 i 1.4213 1.+1�(+ :,�1(t ?.t►I(1 1.`i?ll 1•i 1.O I Nil 1.710 1,111 2,41!1 '_.f,.1t1 7.121) r• 1 1 I 041 ',G%i' 1,011 :.430 _.t*l(t ,1,V hly ' 1,75C+ ;rJlxl ,(,Mit low I.1 1 2 91: 1.951 1,4tt;1 3,(+Ktt 1 Wit► II1,V111 I1, �,� I,1a1 2.110 I I.A(xt ?.(►1111 A .�,�,1cu t.,N l tt fJ1111~1' ,1 /, 1.1 Jb1 2U 4141) �,cIV.I t "t►w, .,IIM► I �'. : +► I 26X+ 1.420 11140 10,A) 1'1tn�!114 v',— 2 1 IOU I 1,130 124 1.410 VNt1 :,ttxl I :.? tt� 4.41u) Itll•1 �,lll! t.dttlt TjEmsI' t ► 1,; 4121 1.4213 I.(IStt 2,mo ' 1.1 1,26 1 710 ;,(15;1 2,141 '.( ,t) Ir, 1.n 1rS{i I �7c J,p�u 2.L11 :.n4(I ! x,lrllt TJI/11,�I' I 'rr a.4 I t,» ;,7313 I,�t111 ,t,RMn �.13Mt; 41,1 4cl t•. ; 7 1 v3' i 1.4Ys 1.100 I J.090 1.13!+1) 2,12c1 ; I,4110 1_ 1.0110 S 41441 I (r1r11. 'W"W"11x. wIN•v4 '"W"l,I,0+1++T „-04 1w (Iw►�c 11,1.►ne..c.nlhlr IRs ; i/) ;Mkh.% inNml-mal.the vd;m4i"fm 1,f +,ntiao t rtwrie A 11+r•nNhtnl wei,vi111N't:mot Al 1s, ficin a t,�•., y11MM �u11 �� I�j►r+, 'rkwl SI'M `111 •t' ►.,p. µ+.xk. I^ +441NI1w• (11r Irl'~• ,)I x•'11 Uf1U t+h It' uc„-, MIf.V ImIt!1 I!1t 4WIkhly "4nIP1li 1T'IKINC... 12750 S-\V 68111 AVENUE M•�:. .-, .:iFi,Y'.R4'�'Y�a'!MJ�.>lp .. ... -..... _..., -..+•r+r.rr�-...++....+•��..".^_^'...�.• �xww.w.rw._..+w..,.-...w..-.....r._.� �... _., ..,... , �.. .M,....r.. m Hill illi` LEGIBILITY STRIP o 1 I�lii��s►►I�iii �1111ii�Iliii�l�iiiliillliill�li11�i111lii►1�Iiitlii►11i1 ►I�ii� ��til��is lifili�ii ��iil���i ��1t 1111 i1i1�1lli�l iii!11i,i�lillllill!l�llii�lll� ilillli,l iii"i�i� iii ��.�� .�.ri�!,.�i�i,,.ii�i ilii' i I � �- t0mm.t cm 10 i I 12 13 14 is 17 IS 19 20 21 22 23 24 215 Zd 27 218 21 3! rJ ' ji i.rj ry r` V 1 1 I 01 S ti, NOMI 16109 CIE; �I ,�,a,l,•���x� ..��.t.�.��1.�.1�1�. l � I� i� L �.I.� l � I� I ��� I � , i I � I ! �z n I•� �r "' 4s i �4 fr hvnc INCORPORATED r [ A T I N ZW W i 7 13u /av r 3u /7a � � V 1 S� WLX 8� I __.•. /�� t e� LL I 1 8 , E y � O ` m -1 — V co r�o t• �u t so i ho _ lobi logs 8�� TZ4.0 _�lv lzs s 0 - - IB �cpju Y QT-' J i d C' y E30 ! J i i Tqlx 1 -- --- -�— I 3^0 mo �J G .., ---------- r �¢ ---- r---_ v oJf, x fes' : BATE 7� — — 03 11 56 s % i DRAWN BY: i BOB CITY CIF TI MRD _- — lob, �' ea . .. . . ........I. .. .. .... . ................. .. CHECK BY: .. I`I: Z`a 5 Z`)5 ............ . . .... .. .; LEE 245 r 248 35u �) oT o ..I......................... ,( ]; ....... ................. ... . .........� ): REvIslor Is: L___G —G --G By: WL 1LA.Llo ii. nRAWING TITLi_: APPROVED PIAT 1:11;83 U A C T H E A T i N G Dov h OF I 2_ JOi_3 NO. �ItSN'nN'ItA� 1 \1 1 2338 1'i t 12 o1 I 1 LEGIBILITY STRIP cm 0 1 2 3 4 8 l Iomm.1 Cm A 8 10 11 12 13 14 16 E9 19 20 22 23 24 25 26 L7 Z I I 1 III' 'III'III0I1 IIIIIII I I1 III 'I'I'III'IfI I'�'I I'I I I1I1I'I,'' IIIIII'I,I III'IIII b I I N Atli out Oz 0 0 yfrn ,:.. .- .,.. � ,.. .�.. •,.. �-.., � � .. .... - .., �..-- ... - ♦:M.Mi' '. .tMw.eT°w�MRew.4..,.rw�.rt.m.uo-.w.i....�+..'i+niwWwHrr.,r-«,,.y�y�...y+�Mw,,.. ..- -. ...._.. _.�.-..-.......�. .,-. -...��-.. -v�.-.,-...-r..., ..l�+r�q• .re�"'*T-n p'Iv^^', +rte 'mr"'v9"^rt .^.+.-^+ .-,.fa: - .. f ,in.�e..�:....wmm..mS"r^nT-7^ .� .. ,I / r hvAc INCORPORATED r A T 1 N V • Z L Yip 7 All dimensions are in inches T/zTon G" �., TOP PUCE- O I EVAPORATOR SECT! � c CNSCR raN DoH/r1floW � 5 Ton ACCESS ►ANE 1 �r All dimensions are in inches TOP PANEL O_r�'OW Gas/Electric Z All dimensions are in Inches 4 eon CONDENSER FAN D wn ` PaNEL low EVArVItATGR ,« Gas/Electric °�. �` Packaged Unit Downf ^. I ' ACCESS PANEL I I I•e� // 1 LL O CONDENSER IAN �ectric �� � ' ' � f � \�'I u Single Compressor (.,;.YJAL•CN 't.:' ._\� .� -{ Gas/E I 5/4 _ packaged Uni rrt ' .�:r,.s .•cNC.---�.I!` \• �" � / ' nit \t, 331/Z DoVO� I 1i YCD090C Q V 111 s Packaged U YC t� Y�a04�^ coNOENSER caL M 33/j b/ `� i da - •.CONO[NBEfJC011. 'Al NPT �a GAS CONNECTION 2'0 L NOL[ WIRES) � \ ��� •� � � tuiPowEA CONo(Nti COIL I NPT 1 x ou Nac 2*a '��DIA NILE GAS CONNECTION luuT PowEP wIR[SI ��a � �1�/ b \N, • IUNMT CONTROL WIRES) ACCLU NPT ._._----ti_ 831/N 01,4 1]I• T/e to Mol P 4,,4 GAS CONNECT'0N \ —I DIA N0.[ � 1 VNiT POwCIt WIRES) WHIT CONTF0.WIRES) 46'44 CONTROL b COMPRESSOR 8..,• / .11 b I�t 46NI, e gib ,t la T/9 DIA HtXF ACCESS PANEL I I (UNIT CON1POLwIRESI CLEARANCE 36 42"s :ON'POL % COMPALSSDA l 4G%a ACCESS PANE'« I,34 �Ii;,a ,JPA I. 61'/j 43146 /^ ' \ CLEARANCE 36 �\ Y PC W O CAL ROOF 36 1 O 39Va \ , / �. /' OPENING y M 431/16 \ J/• 77'/4 l , e y e It /4 39s ` \`� I ,• JPM \ s� /a Art8� I ' 77�/' Iq/µ t 14 \ / I'sha �"I�s w<t JPN \1/• /r IV I v�P�r 9135 52 42 ;1 14 /"" III � N Via I �'pP�y /� CLEARANCE 36 17�a I `. 663/; `81eja\ I ♦6�h W O V 7'4K I 14 ."\ . CLEARANCE 36 /\ CLEARANCE 36 � L CLEARANCE 36 �� �� i CLEARANCE 48 � \ / 2�� �•2 O r C_EARANCE _6 TYPICAL RCJF OPENING �\ Table 1 Unit Wiring TYPICAL ROOF OPENING 77,/e 43S/a /1 r \ inim ROOF 2 �l nR kC rCUL...n Mex mum Pu»Size Or V` / 77'18 e/ Corea AirwOve' CtIcuamet 9reeker rsu ROOF `\ 2 '`'' `•C 43 e OPENING "a \�•� OPENING /` �/ 031/,5 48 ` 39 43.1/445.0 m� U / � /� Ivbd.l Pio, Vo:teEe Regie Stancara/Ovaelxed 9farWuCNvKettad 83/,e 48 39 �\� �•C 46 is COO9OCW 517.633 - �1/ �•C / 41406, 20.982.t 30,130 / CLEARANCE 36 t45.7/t 7.2 25,26 \ / 415% CLEARANCE 46 Y r NOTES: t.HACK treater pw NEC. 2.vaiusa do na rck,c'pON'ar W&uet teaeeo y- C:_EARANCLEARANCE 36 C£ 4B Y , Table 1 Unit Wiring Table 2 Electrioei Chlirectenstld— ".:.ver Exhaust Accessory Table 1 Unit Wlrinq Myty,yan MalmumFuwSize Of Accessory Amos / Circuit MaX+nut1 Accessory Operating V Ma>amisrt Fuse 91Ze Of , - CilfoUit Bfesllw' Model Number Voltage Phes. HP RPM FLA LRA unk Cicuit Mv�n ' Unit voltage I" Slendard/Overslzed Standerd/Oversizsd BAYPWRXOt3A 208-230 t rr, 1100 c , 3.6 �k>'t Op}rathp Ampeerry CFwh Brooker' Model No. &AO ' Vdlls ow RertGe 9lytdsrd/Ovsrsizad 9tWsrlD/Ovvalzed tP7.253 46.6/47.6 F AYPVAX014A 576 t 1100 �.• 8.4 Model No. YCOO60C1 197.253 31.3/32.45 '0 tVaYPWRXOt4A 576 1 r, 100 4 5: YCD048Ct 167.253 36.3130.7 6orb0 YC MOC3 16.5116.9 25/25 5 167.253 24.9/271 35140 414.6W YCt)060C4 St7A33 11.9/12.0 15! 5 lsno Table 3 Accessory Net Weights(Lbs) YCD046CA 41A-We 11.9/13.0 YCDOQOCW YCDO48CW 517 33 9.5/10.2 16115 NOTE Economiser Ouwde Air Camper Root Oversize Power LPG conversion All Zone 1. HACR type OtOIA o,eaY,ar per tiEC. �- NOTce• Net Welghb(Ebel Ship Motorized Manwl Curb Motor Exhaust Kit Sensors • Table 2 Aooeesory Not, ,."CA Greet✓�NEC. Hard' 45 86 5 � Table i Accessory Net W eighu(Lbs) 4O 70 38 32 92 3-1 1 -96 Eppfgfnitw Outside Air Drmw Roo! Oversized Start tPr3 Cortvwalorl All Z,Dne Hard' LPG Manurd Curb Motor Kit Kit Sensate Economizer Outside Air Gamper Rte} aM1Ls $lan Conversion All Zone �+ Ship MolalZird Moor Kit KIt Sensors 24 S S t R T U N—.�; gnp Motalted Manuel Curb 5 1 s6 WA 32 DRAWN BY: 4p 55 N/A 32 so 24 5 - A smoke detActor shall be installed in the main return air g O B n-• RT U - 2 duct of each system pzovidinq air in excess of 2, 000 cfm. h:: R _ additional smoke detector scall be instilled :'.n the TU sip: j duct, downstream of the filters . activation cf a:.v cne 1 CHECK BY: detector shall ef�Fect a shut.-down O.L. t:.e system , (Section 2.009 (a) (b) ) . (. Each individual roof-mounted HVAC shall be permanently labeled L—E E as to the areas it serves (Section 504 (e) ) . In addition, each i unit shall be ecraipped with a power disconnect and a 120-volt receptacle shall be located within 25' c-- each unit (Section REVISIONS: 509) . EQL•II'tiII NT Li-ST DRAWING TITLE: CASCADE TECH STAFFING DESCRIPTION MODEL# HEATING CAP COOLING CAP TOTAL CFM OUTSIDE AIR OPR WEIGHT ECONOMIZER-Y/N 1,550 150 639LBS NO RTU-1 YCD 048C3 90,000BTUH 48 90OBTUH 1,990 200 659LBS NO t_ HET: RTU-2 YCD 06OC3 135,000BTUH 60 OOOBTUH 300 777LBS NO RTU-3 YCD 09OC3 205,000BTUH 92,0008TUy 2,990 M 2 Or 2 ..I JOB NO. I_'fin cN 68AVEtil�I IK i I i ut 11 2338 .�a,. -- Ipmm.lCm I I IIIIIIiIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIII(IIII�IIIIIIIiII CM LEGIBILITY STRIP O 1 2 3 4 $ 8 7 A 9 10 1 1 12 1'3 14 1e I7 le 19 20 21 22 23 24 25 28 27 28 29 30 Ct a NOW 11 l08 . or 111014,PIN Oil 1 111,04"1011 !lit rte -,._..•,w.. ...............;n..'••r*It;:.ryr.. .... t. eM1..• MIY M i, ,.• _:.-....�_..,_.,.«_.,,..�i_`--,.,,...wry. ....-.... -.-,+.-.,.•.w,r+m�•'^'•' •.,. __-_� �_.,,.,.. _�_,.._.--..- „_.-..-.... .. _... . ... _.. .-, . � .. .. .-... .. . ... _ ' �_.,�.. -«.o ,• T",-a{� •'RgMN�{r+r7wRVAq^rarq�4�M s c �uiA, ADDRESS ------- - l AVEANk --- a M, Ln J c� Ln w J i.\records\microflm\targets\buiIding.doc I y cn cE m5mm Q x c CC N N C C .0 m N c o - y C C y Y m t J y O m J N y d41 V .0 c x d Cl y N F b Z7 p y @ G! v crn.- N C� � O N E > y N C O J C N :3'r, 3vic io No aciroai uNi c o o> my 'ro-M m � mQ) > oa p cr aE c L N y 2 E '�i,nma0 Z W m 0 in S y t-n'yo .- 8 W to OW On N Ln Ln 10 rn rn s Q' rn m rn rn m pi rn or 09 rn m rn cn rn 'C c0 cp O 7 �;� c•; N h• N .- .- r iV N u7 a0 () N Q7 a rZ 01 O f7 M (O (D r- 9 v -0 m o u_ I- a a N cn a a a a m m T T <!1 Q J J F W a T T O O J J J CL m r- m va o > =J A O O a n o n n a a cn co v, co N v n U) U) m N v) z z z z a a cn m cn cn a z z m cn cn m m 0 4 a a a R a a m a a a s a m a a a m Q� T CL C n LL LL LL ¢ m a n. a LL a n. o. a m o m m �' ~ H U r,D m m h H rJ N 0 0 .- � a � UO �m' N0)a C� a IN oC" _ _ N (14N N N G C, 0 ao 3 �. rn °i c7 t3 c3 to r` ti o N � N y y V y Cd (i3 o a r ` N y V- E o > > m V) ° w � a cv o o d) y O �� UC n N Ln o ` 3 cv o 3 cv o y v m y .a O y j n- a C C Cl m C n- >+ a u �i o y v n v o o v >y o y > > N c y Q V U N �j N c t0 C V m 2 N cr LL LL C LL vi V) a € c c > c > E m a1°i vai a c > m � � t� Ln po cry o y m m y M y N c L J m y 8 8 m a n. a a a o LL c U- cn (n U a- a LL u LL LL .-1 U '1 r. co Ln co 0 e o 0 o am r-- N o m o pp c to Loin 0 0 'J O N N tD It to Q7 Ln CD cD - N Q� c O O N cp 0 0 0 0 0 0 0 yy r- n r` r- n n o 0 o r` r- r- Oi cn > I U U U U U U U U U U U U U U U U U U U U U U 4 I I a a a a a. a s n. a a s a a a a n. n. a a a a 7 D D U D D :D Z) U D U D Z) D U 7 D 7 U U U :7 m m m m cn m m m m m m m m m In m m m m m m m I 0r #£\ aƒ\ E o§pc7ƒ £ s n_ } . §\ )i § k� k \ - � gn e ` | $ w� �� °0 LCL- 0 M 0, a) ) 7 z \ \ \ 0 0 /§ § ƒ CL § Z25 m § Q $ § @ 7 z z LL T \ z cr z § z cr I #� i § i 2/ 2 § 3 ] � }\ � C'4 0 0 0 = e ¢ m m co m w 9 j ( } } \ § } } } } / � C-) £ ( « « W c f = ƒ 5 ƒ o § _ m �/ / 2 k \ � © $ / K 7 / $ $ d ƒ T / § Ll- k § $ a / a S G / F § § § $ @ N : 2 u / 7 7 $ 7 $ \ .. . � " � 2 7 f \ { s cr ~ | 2 S S q > \ § § / § } % f f } \ f f § 7 / b 2 0 k k w § E ( Q w $ ? § 3 n k = p u oR u q RG B R S GJ § u u u u u u o Quuuu Q u / a w w m w w w w w m m w 2 7 $ $ $ $ g § m q / § § § Q $ _ = e ) \ � CV) � C) 9 6 7 7 ƒ ± �o CY) / J e e e = � 2 � o O)o LA` U m a \ 2 / § $ .� r4 � 2 .? 3 � Q � t 0 � 2 � / 2 ) 7 { C-0 § 11 \ 11 $ E ) Z. \ ] in ) J j ) j j /f f\\ 2m m) CD E)a� k§ m �§ 2 Mc § 10 \\� k }\\r/ k\ CL 8 2 k ) ���V z LU a. § I »E22 2 $ $ m m Q $ 2 § $ $ § 2 m 4 4 Do k d § \ } { § § § § a \ § ) 7 � z z z « e Q- LL LL a- ± m z z CL k� m m m§ § / 3 & R e § m 2 C D �Z 2� C) t � a o o c 2 § 5 G U) V) � o § § § a ƒ m 7 & § } } � a C u] @LL \ LL LL m a IL o m m m 3 m e & \ R d / m m / $ � _ @ u C'4 0 & § d $ § \ q t a S $ @ � � 3 Cl) § § § §- a § b ± i / - k > / 7 2 ] [ 2 .R f § \ U 2 r t § cl { { 7 \ a £ D 2 § m / 2 LL o \ CL 2 } ) ) j \ w 0 2 k R Q } Ln k @ - R m $ w � L o 0 § Rjn § §oGGG b § § § § bo 2 o Q o u u u o u o Q u u u 0 « w u w w w w w w u, u u w w w ) _ ( $ x } ± \ $ $ $ $ K 7 \ G / \ ° { § E 6 CL f\ 9 { CL � � � ' o � � � > )-j CN a) C) � 0 7 r � £ CL C: § § § \ co § )o \ K \ � K I � � J-9 k 4 / ) Lf) 2 2 X ° / k > k e E § » E 2 \ � CL, o \ 2 k 1 o / E g E E e _ � o aLn 3 m m 2 § 8 a k $ ) § § § § § a a a a a a � a � C 00 M >. w a) 47 J Cw N N 0) Q c Z c a w p u16as, ocn 9 E 0 u ° c o0 a,m y LL O N N O 00 >cc Cf tuZ v_� C 0 a_ CL c (1)co 0. p Z U QQ 2CL � aUQ iv °i of A N C ? C� LL7 N r P m m = a Q Z Z 0 CL m m �- D v d o > = J i� V O o o rn (n (n 0 0 cn cn. U) C) N z z 0 cn w w cn w cn cn O p w w Q Q a Q Q Q Q Q a s a. a s n. m Q. a s acn m H a, o LL. LL (n LL LL O p ° J F7 OI O N 0~ r Q � O N N N Ol O`f f3 �- �- a s r a a a� N r ° U a LO a) C', F u7 ° v. p ti F- u N $ O N _ NN a C7 c � N CO O cx a U p O O C > J Q .r U O t0 N d. Q d 7 LL 10 C fy�. W61 a C E IuC !9 o �`! ° a U cn ii /l a LL U O O aO Q m m Q Q m Q QCC Q to (n fn cn 05 U5 05 V7 N N V) a, 0 z v m rn M a r Q � N 9 � = J M M U d o O a � GLS 0 z = (n �° cj 0) J (n Q l71 m C1 0 n ti 1 Aui y/ N .r-; N ra V Q � I O � N O c1 t9 Z a o � c_ Q LL u cr3 T LO p ro m 0, LL U O O cl as N • a V) V) V) a) J CITY OF TIGARD DEVELOPMENT SERVICES 13125 SW Hall Blvd., Tigard,OR 97223 (503)639.4171 CERTIFICATE: OF OCCUPANCY PERMIT ##. . . . . . . . BUF195 0`00 DATE ISSUED: E-'ARCEL: 2S 101 f1D-_01300 ITF.' ADDRESS. . . : 112750 SW 68TH AVE UBDIVISION. . . . : WEST PORTLAND HEIGHTS ZONING:C-P ,'LOCI-4. . . . . . . . . . a L.01.. . . . . . . . . . . . . a 33 CLASS OF WORK. :NEW _ I YPE OF USE:. . . :CONI YPE 01;' COI45TR:5N OLCUPIANCY GRP. o Eti2 OCCUPANCY LOAD: 39 7 ENCINT NAME.. . . :CASCADE TE_:C HN 1 C;AI... Remar^kS : Cnns.trur_tind a new one story wood framed offir_e bmildinCi with par^ki.ng. Owner : THE HAMPTON BUILDING 680,:. SW WHEAT'-AND RUN W I LSONV i LLE OR 97070 Phone 0: 6:39--1400 Cotrtrartors __..__.__..______.__..._._.._._.._•_.__...._._.w__.___. .. GRIL SL;Y CONSTRUCTION INC PEzL-ION CONCRETE INDUSTRIAL CONTRAC 8114 SW NIMBUS AVEC BLAVI'RTON OR 97008 Phone #a Rep #. . o 045073 'Chis Certificate grants occUpanr.y of the obuve referenced building or portion thereof .and confirms that the building has � r en inspected for camplianre with the State of Or pon Specialty Codes for the yroup, oe.,c:Up . ic:y, and 1..t5e Under which tlj_v referenc:ed.%pormit was iasoaed. LSU I L I 1'•.,G 1 NF3PE C11� BUILDING OFFICIAL POST IN CONSPICUOUS PLACE" ,J CITY OF TIGARD DEVELOPMENT SERVICES 13125 SW Hall Blvd.,Tigard,OR 97223 (503)639.4171 ELECTRICAL PERMIT RESTRICTED ENERGY PERMIT #: ELR96-0333 DATE ISSUED- 10/25/96 PARCEL: E'S IOIAD-01300 SITE ADDRESS. . . : 12,750 SW G,8TH AVE SUBD I V I S I 01\1. . . . : WEST PORTLAND HFIGHT�'_) ZONING:C--F-I BLOCK . . . . . . . a . : L-01 . . . . . . . . . . . . . .33 y [: oj e c t De s c t,iption : instl data telecommunications stf-tff A RESIDENTIAL----------- B C 0 M 11 E R C I AL---– OUDIO & STEREO_ - AUDIO & STEREO. . : INTERCOM & PAGING. . : BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/TRRTGAT. . : GARAGE_- OPENER. . . . : C L 0 . . . . . . . . . . . . MEDICAL. . . . . . .. . . . . . . HVAC. . . * * . . . * . . . . : DA-10/TELE COMM. . - X NURSE CALLS. . . . . . . . : VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . : OUTDOOR LANDSC LITE: OTHER: HVAC. . . . . . . . . . . . .I PROTECTIVE SIGNAL. . . INSTRUMENTATION. : OTHER. . : TOTAL # OF SYSTEMS: I Owner,: FEES CATHY FERNANDEZ type amount by date r,ecpt CASCADE TECHN-1CAl STAFFING PRMT $ 40. 00 TAT 10/25/96 96-285718 10700 SW BVRTN­HLSD1_, HWY 5PCT $ 2. 00 TAT 10/25/96 96--285716 BEAVERTON UR 97007 Phone #: 643-6303 ontr-al-tor: WESTERN TELEPHONE CORPORATION $ 42. 11.0 TOTAL 7600 SW BRIDGEPORT RD REOUIREI) INSPECTIONS DURHAM OR 97224 Eler-t' I Set-vice Phone 0: 503-624-7600 Elect' l Final. Req #. 000699 This pere't is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Cndes and all other Perm i. ee Signat:i.n-e applirable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. 11W i/_t_ee_d_ BY -OWNER TNSTA1...LA­1'It0N ONLY— The installation is being made on pr-operty I own which is not intended for- sale, least--, ot, rent:. OWNER' S SIGNATURE: DATE- V) INSTALLATION SIGNATURr OF SUPR. ELECIN: DATE: C.0 LICENSE NO: —------ CAll fat, inspection – 639-4175 . IIII:. 11112 Com munity.Development RESTRICTED ENERGY ELECTRICAL APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 PERMIT# — L7-3 Jj 1 Phone (503) 639-4171 FAX(503) 684-7297 DATE 155UED TDD No. (503) C84-2772 CITY OF TIGARD lnspection (503) 639-4175 ISSUED BY PLEASE COMPLETE ALL SECTIONS 1. LOCATION OF INSTALLATION 4. TYPE OF WORK lam w �8JFZIL loo _ Address RESIDENTIAL—Restricted F- Fee . . . . . . . . . $40.00 _ Q 97)-2 3 (FOR ALL SYST6' S) City Stole Zip Chegk T ype of Work ' PERMITS ARE NON-TRANSFEP�AQLE AND NON-R FUNDA84C AND EXPIRE IF WORK ❑ Audio St5 IS NOT STARTED WITH I1;,nuo anStereo Systems j* DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR Y j* 180 DAYS. ❑ Burglar Alarm 2. CONTRAfU0,R APPLICATION ❑ Garage Door opener' ❑ Heating, Ventilation and Air Conditioning System' ConU3or ❑ Vacuum Systems` Address i/ ❑ Other_ -- _r Date Das 9 COMMERCIAL,—Fee for each system . . . . . . . s4Q,QQ (SEE OAR 918-260.260) Property Owntr 4 Check Tyne of Werk Involved: Contractor's Board Reg, No. / ❑ Audio and Stereo Systems ❑ Cotler Controls Phone# �op ❑ Oock Systems 3, OWNER APPLICATION Q Data Telecommunication Installations ❑ Fire Alarm Installation 1:1 HVAC Print Owner's Name Phone No ❑ Instrumentatio,, Address ❑ Intercom and Paging Systems ❑ Landseape Irrigation Control• City State zip ❑ ,Medical This pennn Is IRwreJ under OAR 918-320-370.This applicant agrees ro make only 13 Nurse Calls re5trived enerjy insallationt;100 volt amps or Iau1 under this pormitand to do the ❑ Outdoor Landscape!fighting• follow•ingt 1. Only use electrical licensed persong to do Installations where required.(Certain ❑ Protective Signaling residential and other transactions arc uxempt from licensing.These have ❑ Other asterisksM..All others need licensing). 2. Call for an inspection when all of the insmilatlone under this permit are ready tar Inspection at$03.639.4175. ❑ Number of Systems 3. Purchase separate permits for all installatiun5 that are not ready for Inspection when the inspFctor Is e Inspect under this permit. •No licenses are required. Licenses are required for all other insvllabons. 4 Auume responsibility fc irinp that all correctinnt required by the inspector are done,And 5. Assume responsibility for calling for a final Inspeetlon when all of the S. FEES corrections are completed. The person signing for this permit must he the applicant or a person d. Enter Fees ---- � authorized to bind the applicant. b. 5% Surcharge(05 x total above) s —Signature TOTAL 5 �02, 0 Authority if other than applicant ENERCAP.CHP D SEWER CONNECTIONCITY OF TIGARPERMIT #I-C_R. . .I . : ` COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 07/02/96 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)839-4171 PARCEL: `5101 Au--01 3Q1Q1 31% ADDRESS. . . . J ­jJjVi 5W 66IH AVE UUBDIVISION. . . . . WEST PORTLAND HEIGHTS ZONING: C-•P 13l_O C L0_1.. . . . . . . . . . . . . rENANT�NAME. . . . . :CASCADI_ TECHNICAL STAFF I NCi USA NO. . . . . . . . . . FIXTURE UNITS. . . 39 CLASS OF' WORK. . . :NEW DWELLING UNITS. . . TYPE OF USE. . . . . :COM NO. OF BUILDINGS: 1 TNSTALL TYPE. . . . :LTP'SWR IMPERV SURF=ACE: lzI is ,remarks : P1i_tmbing woe^k for- new one story wood framed office bt.tilding with parkin 9. ;Pe bUF-,9b-'0`500 & SIT95 004E for complete plans. KATHY FERNANDEZ type amol.tnt by date r^ecpt CASCADE TECHNICAL sTAF-'FIN(3 I--'RMT- t 4410. 00 J1,1H 01/0__/96 96-i_'E3lc:: -10 11 700 SW BVRTN-HLSDL HWY INSP $ 4`.5. 00 JMH 07/02/96 96•-281, '` I� BEAVERTON OR 97007 "hone ##: 643-6303 t_on•tr^actor: _._._____.__._____.__._..___.._.._.._.. CONTRACTOR NOT ON F=ILE 4445. 00 TO-FAL Req #. . -------- REI,?U I RED I NSF-'ECT 1 ONS ------ This Applicant agrees to comply with all the rules ana regulations Sewer- inspection __��._._ W •_..__,� .—___._ of the Unified Sewage Agency. The permit expires 180 day3 from _ _ — ---- the date issued. The 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 installer shall pvchase a "Tap and Side Sewer" Permit and the Agency will install a lat:raL _�__.__.� _ — ---..•-- P'n t-in i i;t e e i g n a t i.tr N : Isst-ted By : Call for inspection - 6:39-4175 n. LLJr- a� c� J CITY OF TIGARD PLUMBING PERMIT T P"LM9 COMMUNITY DEVELOPMENT DEPARTMENT DR M I #. . . . . . . :ATE ISSUED- 07/10/9E,6-01% 13125 SW Hall Blvd.Tigard,Oagon 97223*8199 (503)639.4171 1"DARCEL: '2'1-,'101AD-01317.i0 I1 E i�4DDRES,,.:*'. 14127bO SW 68TH AVL. ,UBDIVISION. . . . WEST PORTLAND HEIGHTS ZONING: C-P -11-OCK. . . . . . . . . . .. . . . . . . . . . . . . 3 CLA5S OF WORK— :NEW GARBA(.3E DISPOSALS. : it) MOBILE HOME SPCACE5. : 0 "r*YPE OF USE. . . . :COM WASHING MACH. . . . . . : 0 BACKFLOW F--,REVNTRS. . : Q1 )CCUPANCY GRP. . -.B2 FLOOR DRAINS. . . . . . : '3 TRAPS. . . . . . . . . r U R I ES. . . . . . . . .. 0 WATER HEATERS. . . . . : I CATCH BASINS. . . . . . . : 0 F I XT U RES—---- ------- LAUNDRY FRAYS. . . . . : 1 5F RA-TN DRAINS. . . . . INKS. . . . . . . . . . . I URINALS. . . . . . . . . . . . Q'I G R E-1 S F-*: TRAPS. . . . . . . LAVATORIES. . . . . : 3 OTHER FIXTURES. . . . 3 TUB/SHOWERS....: 0 SEWER LINE (ft) . . . 99 WATER CLOSEI­S. . 3 WATER LINE (ft ) . . . 'J') rr I SHWASHE RS. . . . I RAIN DRAIN (ft) . . . 99 T?Ma-r-l-(S : Pll.imbing work for new one story wood *Pr,,-Amed office bi-tildiny with par'14 , 1. e BUP95-0500, SIT95-00,46 4ner: FEES ;..ATHY FERNANDLZ type a m a 1.t nt by date -r,ecl-it , CASCADE TECHNICAL 3 STA[ F� ING PRMT 1, -24. 00 B 07/10/96 96-281512Aj IIA700 SW BVR1-N -HLSDL. HWY 5PICI, $ 1. 1 . /0 B 1117/117.1196 9E- '131` 0 ILAVERTON OR 97007 F--ILCK 56. 50 B 07110/96 %,-26150-t none #: 643-6303 :int r-actorcc ;I MECHANICAL t*155 SW GLINSMINE CT -AVERTON OR 97005 )(3ne #. 503 -642-11:'.3/1 :,,04. ;:-.,0 TOTAL e g #. 701Z132 REUUIRED INSPEUTIUNS Phis permit is issued subject to the regulations contained in the liewer, Inspection .Bard Muni^ipal Code, State of Ore. Specialty Codes and all other Water- Sev,vive In .pplicable laws. All work will be done in accordance with PLM/Undet-f 1 cor- apinroved plans, This permit will expire if work is not started "top-01.1t Insp 'hin 180 days of isquarce, or if work is suspended for more Storm Drain Insp in 180 days. Rain Dv,ain Insp - Mi r.c. In'-pection RF'/Backflow Pt-ev Final Inspection d B Call for inspection -- 639--4175 City of Tigard PLUMBING PERMIT APPLICATION Planck/Rec. # ilp 127 13125 SW Hall Blvd. 1 S dl�-P��- L;�'? Permit # fir, , Tigard, UR97223 �C(�•�, ��;�� , S�-� ON� SttJ�9�, (503) 639-4171 �u��� ��ll ' qb..-(>-sv MINIMUM $25.00 PERMIT FEE + ST. SURCHARGE STA F-'ff"' •o1Dn °A"'"' New Single Family Residences Only "d°•" ❑ 1 BATH HOUSE$140.00 ❑ 2 BATH HOUSE$195.00 Job Q 71" ❑ 3 BATF" HOUSE$225.00 Address c+vmw. ze Fee includes all plumbing fixtures in the dwelling and the first 100 feet (, re- of water service, sanitary sewer and stone sewer. See fees below. "•"• "" •"'a'""') FIXTURES QTY PRICE ANIT Sink _ 9.00 A°n... ph— Lavatory 9.00 - Owner Tub or Tub/Shower Comb. 9.00 'j— ZIP Shower Only 9.00 Water Closet - 3 9.00 -7 ".,n.,<.�.m..rw."... Dishwasher 9.00 L1 Garbage Disposal 900 Occupant ae... Washing Machine 9.00 Floor Drain 9,00 Water Heater 9.00 Laundry Room Tray 9.00 Urinal 9.00 l CLL a i7 Other Fixtures (Specify) 9.00 M.&g Aft— Contractor / 12 1" ,yL� ' ' v �� 900 116 g,� S(i Scup 1i r'rU 12 9.00 cxy,ss.n. Al ,(� rt 9.00 e 2 Ot I To>� (,' / L nL~ Sewer 1st 100' 30.00 Aip1ft.0-N. $ A[c C�r 0. T•'"" Sewer-ea. Addit. 100' 2500 _ U- ?j ` 1 2 Water Service 1st 100' 3000 30 1 hereby acknowledge that I have read this application, that the Water Service ea. Addit. 200' 25.00 information given is correct, that I am the owner or authorized agent of the owner, that plans submitted are in compliance with State laws, that Storm &Rain Drain 1st 100' 30.03 I am registered with the Construction Contractor's Board, that the Storm &Rain Drain Addit. 100' 25.00 number given Is correct. (If exempt from State registration, please _ give reason below). Mobile Home Space 25.00 _ Back Flow Prevention Device or Anti-POIIUtion Device 910 :.pvime�°wna a.pa,tf D•" Any Trap or Waste Not Connected to a Fixture 9.00 a Describe work new dditioa Q alteration U repair O Catch Basin 900 to be done residential Q r.-n-residential Insp of Exrst. Plumbing 40.00/hr I Specially Requested Inspections 40.00/hr Existing '..se r- I building -f— cr property l f[_ �( l� l Rain Drain, single family dwelling 30-00 Residential backflow prevention devices 15.00 Proposed use of n� ,, / building or property U Ft c`E '(Except resiJential backflow preventlon devices) NOTICE *Minimum Fee $25.00 SUBTOTAL U 1 "ERMITS BECOME VOID IF WORK OR CONS,rRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5%SURCHARGE �� CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED - --- FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED PLAN REV!FW 25% OF SUBTOTAL x'" r OTAL _(, 4 Special Conditions '� Date Issued by ` I Comme-_ial Building Permit Application igard �W Hall Blvd, OR 97223 f- 639-4171 Jobsite Address: 1275-C S W &OL AVE, Tenand A6(, c I Suite# �Offica Use Only Valuation: Planck/Rec0 . Permit# + k Owner: Map & TL # Address: _ Approvals Roquired — Planning Phone: Engineering Other Contractor: _ Address: fie of const: Phone: Occupancy class: `—' Sprinklered? `fes No Contractor's License # (attach copy of Burro^t Oregon li—nse) Sq. ft. of project: Contact name & phone: _y Story (1st, 2nd, etc.) r Proposed use: Architect/Engineer: _ Previous use: .address Note: Plumbing & mechanical plans c. must be submitted at time of n. building permit application. N Pnone: ,— JOB DESCRIPTION. -�nplicant Signature & Phone number -- -Received by-by Date Received: Permit # Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECN) State Tax (TAX) _ Blrjg: Plumb: Mech: Plan Check (PLANCK) Bldg: Plumb: Mech: �/�J�,) WK �� ���Sexver Connection (SWUSA) (� � 7 �C'�'• C��� Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (i IF-IS) Office TIF (TIF-0) Water Quality (WQUAL) C1 Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) LL Eraaion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) TOTALS: y �. �" vr►� �JCITY PF TIGARD Conditionally Approved............... ........... ... ... ( ]: ya For only the work described in: PERMIT NO - �v See letter to. Follow................. .......... ......../..( ]: s Attach................... Ad( \ Job 61L l J/ 2 Ln Ave � r � • �� �I, z vrR �� �,� � Co '1 C C e � t a-f ,,w APPROVED BY: lqj DRAWN B \` C7y ) LL1 SCALA: DA.(E: 2 REVISED i ech��,icat` em 6�;�.�►21 DRAWING NUMBER 111 K 17 PRINTED ON NO 100044 CIEAII►111NT CITY OF rIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Roug:Hn Gyp. Bd. -Bldg. an. Sew Gas Line Appr/Sdwlk Reins. Other: _—_& c ,_ Date: 2_ A.M. —P.M. ttrry:� Tenant: _ Ste MST: — BLIP: Con/Own: 7 MEC- PLM: ELC: .___THE FOLLOWING CORRECTIONS ARE REQUIRED: pEL/R: --- 10 Of -- — — i i — i i Inspecto� - Date: _ �1 _APPROVED DISAPPROVED/CALL FOR REIN SP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-417.5 Business Phone: 63 4171 Footing Rain Drain Cover/Ser ceiJAL. Foundation Water Line Ceiling Post/Beam Mech. Shear/Sheath Framing 1Vfec't Plbg.Und/Fir/Slab Plbg. Top Out Insulation -Elect Post/Beam Struct Mech. Rough-in ayp. Bd. C,-Bldg. San. Sewer Gas Line Appr!Sdwlk Reins. Other -- -- y--[Date: —A-.2 M. _ P. .,,,,— Entry: Address: _r—7 5-C) S� b Tenant: _. �� Ste:_ MST: BUP:t Con/Own: ' 3 Z DCI `J MEC:– --- - PLM. _ ELC _ THE FOLLOWING CORRECTIONS ARE REQUIRED ELR v jInsector PPROVED —DISAPPROVED/CALL FOR REINSP. CF CO r----- CITY Or TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Dram Cover/Service FINAL: Foundation Wates Line Ceiling -Plumb. Post/Beam Mech, Shear/Sheath Framing -Mech, Plbg.Und/Flr/Slab Plbg.Top Out insulation <lect PosUBeam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: A.M. P M. Entry: _ Address: R- //I ��� r Tenant: MST �_,�(��Ste:__ MST: _.._ Con/Own:� MEC: THE FOLL NG COR CTION RE REQUIRED: ELR: e c - � den _ a � -- J J Inspector: (Q� 'e' DatLCF PPROVED C APPROVED/CALL FOR REINSP. CO �" CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service IN Foundation Water Line Ceiling 11— Post/Seam Mach. Shear/Sheath Framing Mech. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San, Sewer Gas Line Appr/Sdwik Reins. Other: Date: /42 (ia— A.M. P.M. Entr Address: Tenant: �V 9� MST: BLIP: _ Con/Own: MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: ^^' CL CL N J ti co Uj W J In pectora _ Dot9� PROVED ,DISAPPROVED/CALL FOR REINSP. CF CO PERMT CITY OF TIGARD PERMIRI�ALELC96-0421 v ''COMMUNITY DEVELOPMENT DEPARTMENT DATE I55;.JED: ti"?/31/96 13125 SW Hall Blvd.Tigard,Oregon 97223•:.189 (503)639-4171 F ARCEL: 2S 101 AO-013011) TTL ADDRESS. . .. . 12750 SW 68TH AVE :SUBDIVISION. . . . : WEST PORTLAND HEIGHTS ZnNING:C-P 1LOCK. . . . . . . . . . . LOT. . . . . . . . . . . . ..33 I1roject Description : Installing 2 service feeders, 1 temporary service, 26 branc ii C"ircctits, 2 signal. panels -- RESIDENTIAL UNIT----- ----TEMP SRVC/FEI-Dl_RS----- - ----MISCELLANEOUS- --- 1000 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . : 1 PUMP/IRRIGATION. . . . : 0 [_ ACH ADD' L 500SF. . . : lb 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 0 i-A MITED ENERGY. . . . . : 0 401 - 600 amp. . . . . . . : 0 SIGNAL/PANEL. . . . . . . : 2 ANF. HM/ rsVC/F-DR. . : 0 601+amps-1000 %volts. : 0 MINOR LABEL ( 10) . . . : 0 ---SERVICE/FEEDER---- ---BRANCH CIRCUITS------ --ADD' L INSPECTIONS---- 200 amp. . . . . . : c W/SERVICE OR FEEDER: 26 PER INSPECTION. . . . . : 0 '01 - 400 amp. . . . . . : 0 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0 4101 - 600 amp. . . . . . : 0 EA AAA' L BRNCH CIRC: 0 IN f-,LANT. . . . . . . . . . . : 0 "01 - 1000 amp. . . . . : 0 REVIEW SErTION------- t000•+- amp/volt. . . . . : 0 > -4 RES KNITS. . . . . . . . : > 600 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FDR > = 225 AMPS. . : CLASS AREA/SPEC OCC. : Owner: ________._._.________..______._______-___..__._.._.________.---.__._._..___ FEES CATHY FERNANDEZ type amount by date recpt i:ASCADE TECHNICAL STAFFING PRMT $ 420. 00 B 06/19/96 96--280759 i.w700 SW BVRTN-HLSDL HWY PLCK $ 105. 00 B 06/19/96 96-2,80759 oE.AVERTON OR 97007 5P'CT q 21. 00 B 06/19/96 '36- 2807;59 J=1hone #: 6,43-6303 CURRENT ELECTRIC $ 546. 00 TOTAL wCJ BOX 19652 REQUIRED INSPECTIONS -- - ---_ IDORTLAND OR 97280 Ceiling Cover Elect' 1 Service Rhone #1 503-•245-5997 Wall Cover Elect' 1 Final 46994 This permit is issued subject to the regulations contained in the � � Tigard Municipal Code, State of Ore. Specialty Codes and all other Permittee Signature ?pplicabie laws. All work will be done in accoreance with approved plans. This permit will expire if work is not started within IN days of issuance, or if work is suspended for more than 180 days. I s s li e d By INSTALLATION ONLY _- ...... . .. .......... The installation is being made on property I own which is not intended for �= sale, lease, or rent. N L)WNER' S SIBNATUFIE: __.._...._.._._ DALE: r --------------------------CONT RACTOR I NS TALLAT I OIV C S I GNAT URE OF' SUPR. EL.EC' N: ll (CJ't M _ DATE. . L.[CLN5E NO: Call for inspection -- 6.39--4175 06-'16 96 15:Ji V503 664 7297 CITY OF TIGARD 10 002'002 Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Half Blvd. Tgard, OR 97223 Permit # I / Date Issued Phone (503) 639-4171 CITY OF TIOARC FAX (503) 684-7297 TDD No. (503) 684-2772 Inspection (503) 639-4175 1. Job Address: (\1I_I, ,, 4. Complete Fee Schedule Below: Name of Development�03 C1C Numbw of lnep-dons Par Permit eflowsd Address_I arm `]�t� �y� � � Service included. harts Cost(e9) Sum City/State/Zip Y [: �© � L ~C aa. Residential -per unit 1000 sa.ft. yr lost 51+0.00 • Name (or name of business) Elam admioner Sw so.n.or rr� Perron M~ _ Commercial Residential u Limited Elertly 125.00 _ 1 Ead+MWXOd Hans a Modular 2 Owe"Servks or Feeder Woo — 2a. Contractor installation only: +4.Services or Feeders 1 Iranasa lm.a)terailon or relocation ' (> 2 Electrical Contractor 2M*M or les, 1813.00 Address 201 amps to 400 amos $10.00 2 St20.00 — � 001 an+pb 10 OM amps 1120.00 City a- _ State � _ ZIpL�G 601 wrp:i 10 1000 eras _ 2 Phone o.� 1GG- over loon amps or vats 33.0.00 2 Jamb NO. In-tilt a.m ^«+wry Isom 2 contractor's license NO. _ Pot 4c. Temporary liervice6 or FAndera i;ontractor's Board Reg. 'Z -` l ln•2o0 amps a lass '.a rero�aan 2 Signature of Supr. Elec'n (j.t>U r 201 amus ro 4ps 160.00 2 License No. ?C,8 75 Phone No.��Sof Y / 401 W"w00 am e00 sm" 125.00 2 Ova am wrga to low VCRs 1100.00 2b. Foi- owner installations: 0`12/L (0 ,tk: see-°'above. 4d.Brunch Circuits Print Owners Name_ � New sllaratan or estemlon tsar pans Address ■)TIM in fir brarrdi Circuits WM 2 City —- - State Zip Erten braino eaen srs or rwdw fak. $300 ce Phone No. __ bI TIM vee far branrr r mit wfAwur 2 The installation is being made on property I own which Is Purchase ofasnksOffog"he. 2 re,r bnnU rvau (95.00 not intended for sale, lease or rent. Each el its 3„d,emit LAAO Owner's Signature _ 40. Miscellaneous (Service or feeder, not included) 2 3. Plan Review section (if required): Ea&Pune or"allon c --- "o 00 2 COW SW or orArw+agrheq _A 1+0.00 2 34nal druA(s)a•unrore-WV Please Check appropriate item and enter fee In sectlon Ss. yawl a9erxiu'or eslaneterl sQ 00 , 4 of MOM regide^tlal Units In one 1tr11CtUf" Mha Ubsla(10) 1100.00 —Service and feeder 215 amps or more System over 600 Vohs nominal 4f,Each additional In al In f tho an over Classified amill of structure containing special uccupency the pectin le In arty of ttr6 above Per Irupeabn 116.00 _ as desenbed In N.E.C. ChapMr 5 Pet,h&0 95500 in Pwt 16!1.00 -- Submit 2 svts of plans with application where any of the above apply. Not required for temporary construction services. 5. Fees: �p S&Enter total of Move fees s �� NOTICE 5%Surdlarge (05 x total fees) S PERMITS BECOME VOIU IF WORK OR CONSTRUCTION Suf 2 25 $ CTJ bb. Fntar 516 of fires A for h AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF Plan Review A requires (Sec-3) SCIS— CONSTRUCTION , dC OR WORK IS SUSPENDED OR ABANDONFD FOR A PERIOD OF 180 DAYS AT ANY T1ME AFTFR WORK IS Subtotal S ` COMMENCEDL Trust Account 0 s — pn.w flalanre Due S 1 , CITY OF T I GARD PERMIT #. . . . ... . I.DERM: BUP95-0500 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 06/11/96 13125 SW Hall Blvd.Tigard,Oregon 97223*8199 (503)639-4171 PARCEL: 2S101AD-01300 SITE ADDRESS. . . - . _71-a 6BI-H AVE SUBDIVISION. . . . : WEST P'OR'r'LAND HEIGHTS ZONING:C-P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :33 ---------------------------------------------------------------------------------- REISSUEe FLOOR EXTERIOR WALL CONSTRUCTION- CLASS OF WORK. :NEW FIRsT. . . . 4746 s N: S: E: IHR W: TYPE OF USE. . . 'CCII-i SECOND. . . -. 0 s PROTECT OPENINGS?­­-­­­­ TYPE OF CONST. :5N 0 sf N: S: F:Y W: OCCUPANCY GRP. ,B.2 TOTAL------: 4748 s ROOF CONST: FIRE Fig T'? -. OCCUPANCY LOAD: 39 BASEMENT. : 0 sf AREA SEP. RATED: STOR. .- 1 HT: 0 ft GARAGE. . . : 0 s OCCU SEP. RATED: BSMT?-. MEZZ? : REOD SETBACKS--------- REQUIRED---------------------- FLOOR LOAD. . . . : 0 psf LEFT: 0 ft RIGHT: 0 ft FIR SPKL:N SMOK DET. . :N DWELLING UNITS: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM:N HNDICP' ACC:Y BEDRMS: 0 BATHS - 0 IMP, SURFACE: 10/1-80 PRO CORR:Y PARKING: 0 VALUE. $ : 230145 Remarks: Constructing a new one story wood framed office building with parking. Note ! an electrical permit cannot be issi.ted Until they have submitted their ener q ._ y forms for review. Owner: ---------------------------------------------------- FEES CATHY FERNANDEZ type amount by date reept CASCADE TECHNICAL STAFFING PRMT $ 760. 50 B 06/11/96 96--.280476 10700 SW BVRTN-HLSDL HWY PLCK $ 494. 33 B 0f,/11/96 96--280476 BEAVERTON OR 97007 FIRE $ _304. 20 B 06/11/96 96-280476 Phone #: 643-6303 5PCT $ 38. 03 B 06/11/96 96-280476 EROS $ 88. 00 B 06/11/96 96-280476 Contractor: $ 28. 60 B 06/11/96 96--280476 GRIGSBY CONSTRUCTION INC ERPC $ 28. 60 LA 06/11/96 96--280476 PELTON CONCRETE INDUSTRIAL CONTRAC TIF $ 924. 00 B 06/11/96 96-280476 6114 SW NIMBUS AVE TIF $ x!168. 00 B 06/11/96 96-.280476 BEAVERTON OR 97008 Phone #i $ 4834. 26 TOTAL Reg 41. . : 045073 ------- REQUIRED INSPECTIONS ------ This permit is issued subject to the rquiations contained in the Framing Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other I n s kt I at i on Insp applicable laws. All work will be done in accordance with Shear Wal 1 Insp approved plans. This permit w.11 expire if work is not started F i rewa I I Insp within 180 days of issuance, or :f work is suspended for more Gyp Board Insp than 18@ days. SLISP Ceilng Insp Reinforced conar Bo It s in c o n c r e t Mi sc. Inspection I erm i t t;ee Sgnat .Wp ...... Final Inspection y C--all for inspection — 639-4175 • Commercial Building Permit Application City of Tigard c-t� , �;� c.� - S �°Vv ( . ) - 11)9 t17 X L17 U� 4V 7 '13125 SW Hall Blvd. o f^W 6 �. Tigard, ir- OR 97223 (503) 639-4171 Jobsita Address: Sw' 68 �HlWlvp�,j IA5 6OeA1/e-P, Tenant•C' E ,J WzLtg suite # Office Use Only - Valuation• Planck/Rec �' .f 1, � `/1 ., GAT�'y ��XN�iI1 .2 Permit# Owner: Map & TL # � Address: Approvals Required 10700 EW AE46AVAI N/II SD/t l t 111t/Lf Planning r_F�. Phone: C 4S- 6 3 03 17( — engineering �jj3U�tyh//V Other Contractor: 0/ 16s�3y G�NST�UG7 � Address: l-'/4 ;5;W N/NNW « Type of const: Occupancy class: �l Phone: � ¢�-73` .3 __. Sprinkiered? Yes No (:ontractor's License # (attach copy of current Oregon license) Sq. ft. of project: IVY-9 SR FF Cor„act name & phone: �� /9(� �71I�/l/ ��/-7��3 Story (1st, 2nd, etc.) 5��� ArchitecUEngineer: ,BEl�T EI/�7V�/�.�, r4 Proposed use: ��� .i5'Gp6. Previous use: __.. Jrs Address: S_/0 Note: Plumbing & mechanical plans _ 1--o1A?-T�+NP g7Zc) must be submitted at time of building permit application. Phone: v JOB DESCRIPTION: CONvWeT AVEW 0 6 SlPf Z (AOM ! POtC-D OIT6�- 131J1iW1, i6 yGys” IPAf /Na pplicant Signature & Phone number Received by: Date Received: //Permit# Account Description Amount Amt. Pd. Bal. Dug Bldg. Permit (BUILD) Plumb. Permit (PLUMB) T— Mech. Permit (MECH) fJ3 ✓ o� State Tax (TA),) Bhjg: Pluf-nt: Mech: Plan Check (PLANCK) Bldg: Y_ Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) _ Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Ind::–,trial TIF (TIF-1) Institutioial TIF (TIF-IS) Ln office TIF (TIF-0) Water Quality (V`'QUAI_y Water Quantity (WQUANT) _ Fire Life Satc'.y (FLS) 3_"" Erosion Cntrl Permit (ERPRMT) a' v yt�� ,e a � � Erosion Planck/USA (ERPLAN) do Lj L r Erosion Planck/COT (EROSN) 0;2� 1ILA TOTALS: u ✓ -7 2 OATS PIANS CHECK NO.: I I- -ZI PRO. ECr TITLE. (( COUNTYWIDE J TRAFFIC IMPACT FEE APPLIGAN WORKSHEET (FOR NON-SINGLE FAMILY USES) MA:UNG ADDHESS: Io 1 -r/1�YAv CITY/ZIP/PHO�E: RATE PER ,7f4�A.t/`i K• 77 LANn USE CATEGORY TRIP TAX MAP NO.: RESIDENTIAL $159.00 2S � I f, ') !-- Z BUSINESS AND COMMERCIAL 40.00 SITUS NO.AQDR,ESS: CIFFICE146.00 JJ\etf X IM i VVA INDUSTRIAL $153.00 INSTITUTIONAL $66.00 PAYMENT METHOD: CREDIT INSTMMONAL ONLY: BANCROFT PROMISSORY NOTE) LAND USE CATEGORrra�v'�fAEscwanoMM OF USE EEKDAY AVC. TRIP RAJ WEEKEND AVE TRIP RATE DEFER TO OCCUPANCY I f GASIS: - ..�\ 1 V,a-v4 �rrp '� t r�cuJ q,-74L CALCULATIONS: T l F- t�•��� �t� 1v,.� .� X -L?u i4k,-u • J--ro� 4fi1 ifs x kvA Ube alto cC, . T L5 �.F. x -k+r (� rA:�k x I" Use a y x I�o I yo.0o z n+aECT TRIP CIENOtATION: �1 F: Z ADDITIONAL NOTES: FOR ACCOUPMNG PURPOSES ONLY: ROAD AMT.: TRANSIT AMT.: IF NC( l zZ cr, PREPARED BY: L , CI CC: WASHINGTON CG.JNTY TIF NOTEBOOK form ttf10 December 22, 1995 CITY OF TIGARD OREGON Robert Evensr,n, AIA 510 NW Third Ave Portland, OR 97209 TRAFFIC IMPACT FEE FOR CASCADE TECHNICAL STAFFING BUILDING 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 $3,092.00. You have two payment options aV3ilable 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 the Development Services Technicians for additional details). Tf,.ffic impact fees are subject to an annual increase of up to 6% if not paid or financed pri.fr to July 1 st of each year. 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 5:00 p.m. on January 5, 1996, and must be accompanied by the $625.00 appeal fee required by Washington County. Although filed with the City Recorder, an appeal would be heard by the Washington County Hearings Officer. Attached is the Countywide Traffic Impact Fee Payment Option Form which must be completed and returned to the Development Services Technician Team by January 5, 1996. If you have any questions, or if I can be of further service, please contact me at 639- 4171 . �2.�x�7 N Randall R. Wooley City Engineer J c: TIF file Building file yf Owner _J 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 MECHANICAL PERMIT ,CITY OF T I GARD PERMIT #. . . . . . . : MEC96-0070 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 06/11/96 13125 SW Hall Blvd.Tigard,Oregon 97223e8199 (503)839-A1711 /-P,'7 S.0 PARCEL: 2SI01AD-01300 SITE ADDRESS. . . : . SW 68TH AVE SUBDIVISION. . . . : WEST PORTLAND HEIGHTS ZONING: C-P BLOCK. . . . . . . . . . . LOI. . . . . . . . . . . . . .3. . 3 ----------------- CLASS OF WORK. . :NEW FLOOR FURN. . . . : IZA EVAP COOLERS: 0 TYPE OF USE. . . . :COM UNIT HEATERS. . - I VENT FANS. . . : I OCCUPANCY GRP. . :B2 VENTS WIO APPL: 0 VENT SYSTEMS: 0 STORIES. . . . . . . . : 1 BOILERS/COMPRESSORS HOODS. . . . . . . : 0 FUEL TYPES------------ 0-3 HP. . . . : 0 DOMES. INCIN: 0 :/GAS/ELE/ 3-15 HP. . . . : 3 COMML. INCIN: 0 MAX INPUT: 0 PTU 15-30 HP. . . . : 0 REPAIR UNITS: 0 FIRE DAMPERS?. N 30-50 HP. . . . : 0 woms,ToVES. . : 0 GAS PRESSURE. . . : 11 50+ HP. . . . : 0 CLO DRYERS. . : 0 NO. OF UNITS---------- AIR HANDLING UNITS OTHER UNITS. : 0 FURN ( 100K BTU: 0 <= 10000 cfm: 0 GAS OUTLETS. : I FURN )=100K BTU: 3 > 10000 cfm: 0 Remarks : Constri.tcting a new one story wood framed office bl-tilding with parking. Note ! an electrical permit cannot be issued Until they have siibmitted their ener- gy forms for review. Owner: --------------------------------------------------------- FEES - CATHY FERNANDEZ type amoi.tnt by date recpt CASCADE TECHNICAL STAFFING PRMT $ 76. 50 JSD 06/11/96 96-280441 10700 SW BVRTN-HLSDL HWY PLCK $ 19. 13 JSD 06/11/96 96-280441 BEAVERTON OR 97007 5FICT $ 3. 83 JSD 06/11/96 96-280441 Phone #: 643-6303 Contractor: -------------------_.__.-. -.-_----- HVAC INC 815 SE SHERMAN PORTLAND OR 97214 Phone #: 239-4822 99. 46 TOTAL Ren 1215121897 REQUIRED INSPECTIONS This permit is issued subJect to the r-gulations contained in the Gas Line Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Mechanical 1 n s p applicable laws. All work will be done in accordance with Heatinq Unt I n s p approved plans. This permit will expire if work is not started f.00ling Unt I n s p within 160 days of issuance, or if work is suspended for more I)Ltct Inspection than 180 days. Mi sc. Inspection Final Inspection Permittee S ,natl-tre .. Iss,-ied By I Call for inspection 639-4175 City of Tigard 'IP ME HANICAL PERMIT Planck/Rec. # 1G i25 'SW Hall Blvd 1 � PPLICATION Permit # ��IE( '�lo- rf)r Tigard, OR 97223 ` / _ C (503) 639-4171 rz)f-, l ""' description Table 'A Mechanical Code CITY PRICE AMT Job /A-?" 5"0 { �rL � 1) Permit Fee -0- -0- 10.00 Address % �, 3 0) 2) Supplemental Permit 3.00 " tw""". —1 Furnace to 100,000 BTO 01, 06 Nto irr 1) incl. duds 8 vents 600 "' Furnace 100,000 STU Owner _ 2) incl. ducts &vents I 7.50 Z 1- ' i --F— Floorurnance `- 3) incl. vent 6.00 Suspended eater, walfTatei 4) or floor mounted heater 6.00 �> ' a "' Vent not incl. in Occupant 5) appliance permit 3.00 '-0 Kepair of heating, re 6) cooling, absorption unit 6,00 Boiler or comp, heat pump, air cond. n t 7) to 3 HP; absorp unit to 100K BTU 6.00 Boiler or comp, heat pump, air cond. - Kjr ` it r — Contractor 1 ,.)' 8) 3-15 HP; absorp unit to 500K BTU 11.00 Boiler or comp, heat pump, air con 9) 15-30 HP; absorp unit .5-1 mil BTU 15.00 Boiler or comp, heat pump, air con 10) 30-50 HP; absorp unit 1-1.75 mil BTU 22.50 Hereby ac nowledge that-T-h—averpad this ap) kation, that the of er or comp, heat pump, air - co-n--Information given is correct, that I am the owner or authorized 11) > 50 HP. absorp unit 1,75 mil BTU 3750 agent of the owner, that plans submitted are in compliance with Air handling unit to State laws. that I am registered with the Construction Contractor's 12) 10,000 CFM 4 50 Board, that the number given is correct. (If exempt from State Air handling unit registration, please give reason below l 13) 10,000 CTM + 7 50 Non portable 14) evaporate cooler 450 Vent fan connected 15) to a single duct 300 ? JVentilation system not ..� / •�(r 16) included in appliance Farmit 4 50 Hood serve y 17) mechanical exhaust 4 50 Describe work new V addition aeration U repair U Commercial or industrial to be done residential i,) non-residential O 18) type incinerator 3000 Existing use of — terLe., w^ o�tove, water tiwlding or orooerty 19) heater, solar, clothes dryers, etc 4 50 I I Proposed use of o�/� I'M Gas piping one to four outlets j 2.00 wilding or property - a. - rvpe of fuel - oil 0 natural gas LPG Q electric Q 21) More than 4-per outlet (each) _- 4 00 t- NOTICE v; ~ MinimLm Fee 525.00 SUBTOTAL 7��5 PERMITS BECOME VOID IF WORK Or' CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR 5",16 SURCHARGE -%r�s IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT.ANY TIME PLAN REVIEW 25% OF SUBTOTAL 3 -" AFTER WORK IS COMMENCED "TOTAL r'r VG Soec.al Conditions — Pate IssueO _ `+'lC71MClt5,MECHPMT / � by �' • i f L n� " CITY OF TIGARD March 28, 3.996 a (� It 1 �J ORE�ON HVAC Inc . 815 SE Sher!-, an1 �vr f � Portland, OR 97214 Re : CASCADE TECHNICAL STAFFING 1 � IOU SW 68th Avenue -2. °4C MEC96-0070 Cd✓ 'f The plans and specifications have been"reviewed for conformity to applicable codes . Please submit three (3) sets of revised plans and specifications incorporating the following requirements : 1 . Provide an equipment schedule on Sheet M-2 listing pertinent information for each air handling unit such as, but not limited to: A. 13TU' s of cooling . B . 13TU' s of heating. C. Total CFM. D. Smoke detection (if required) . E. CFM of outside air. F. Freight of unit . 4 G. Econcmizer y/n. 2k Provide an engineer' s analysis of the roof' s structural elements for supporting the additional. weight of the HVAC' s [OSSC, Section 302 (b) ] . l The attachment of permanent equipment (HVAC) supported by the building' s structural components shall be designed to resist_ the total design seismic forces prescribed in Section 2336 (b) of the Structural Specialty Code . Provide an engineer' s design specifying attachment requirements [SSC Section 302 (b) ] . 1 y j � The heating/ventilation system must provide 5 cubic feet per minute (cfm) of outside air per occupant with a total Ncirculation of not less than 15 cfm per c :capant in all portions of the building [UBC Section] 605 and 705] . Each individual roof-mounted HVAC shall be permanently labeled cc as to theareas it serves Section 504 e In addition each unit shall be equipped with a power disconnect and a 120-volt ' receptacle shall be located within 25 ' of each unit [Section 509] . 13125 SW Fall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 r HVAC, Inc. March 28, 1996 Pg. 2 6 .� A smoke detector shall be installed in the main return air duct of each system providing air in excess of 2, 000 cfm. An additional smoke detector shall be installed in the supply duct, downstream of the filters. Activation of any one detector shall effect a shut-down of the system (Section 1009 (a) (b) ] . If you wish to discuss any of these items, please gave me a call . Sincerely, James Funk Plans Examiner mec96-0070\pc3-42C Ci H (n i J G7 c7 W -J SITE WORK 7 CITY OF T IGARD PERMY T PERMIT #. . . . . . . : SIT95-0046 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 06/ 11/96 13125 SW Hall Blvd.Tigard,gragon 97223o8199 (503)639.4171 la PARCEL: 2S101AD-01300 SITE ADDRESS. 7 lq'f—SW 68-FH AVE SUBDIVYSION. . . . : WEST PORTLAND HEIGHTS ZONING: C-4], BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :33 TYPE OF WORK: NEW AV I N G'?. . . . . . . . . y REGO. NO. : EXCV VOLUME: 0 cy GRADING?. . . . . . . . Y VALUE. . . $ : 38652 FILL VOLUME: 16 cy LANDSCAPING?. . . . : Y ENG FILL': . N SITE PREP?. . . . . . . y SOILS RPT READ?: N STORM DRAINS?. . . : Y IMPERV SURFACE: 13000 S-F Remarks : Site pet-mit for a new one stor-y wood framed office bl-tilding pli-ks parkin 9. Owner-: FEES --------------- CATHY FERNANDEZ type amoi.int by date v-ecpt CASCADE TECHNICAL STAFFING SWM $ 686. 36 B 06/11/96 96-280475 1071210 SW BVRTN—HLSDL HWY SWIM $ 49.2.. 4;-' B 06/11/96 96 2804 7 5 BEAVERTON OR 97007 EROS $ 80. 00 B 06/11/96 96-280475 Phone #: 643--6303 ERPC $ 26. 00 B 06/11/96 96-2804-75 ERPC $ 26. 0121 B 06/11/96 96-280475 Contractor: ------------ $ x:::33. 50 B 06/ 11/96 96-280475 GRIGSBY CONSTRUCTION INC 5PCT $ 11. 68 B 06/11/96 96-280475 PELTON CONCRETE INDUSTRIAL CONTRAC PLCK $ 151. 78 B 06/ll/9(� 96-28047; 8114 SW NIMBUS AVE BEAVERTON OR 97008 Phone #: $ 1907. 74 TOTAL Req #. . : 045073 ------- REQUIRED INSPECTIONS This permit is issued subject to the regulations curtained in the Et-os ion Contt,ol Tigard Municipal Code, State of Ore. Specialty Codes and all other Excavation Insp applicable laws. All work will be done in acconiance with Fill Inspection approved plans. This permit will expire if work is not started Grading Ins within 180 days of issuance, or if work is suspended for more Strin Drain Insp than 160 days. Misc. Inspection Final Inspection 1 ,ot-mittee S i at Lit-e : P_�ft�--4- 4- S'A' y d Call for inspection 639-4175 V) Lo _J A,v,� f 12 (r Commercial Building Permit Application City of Tigard r 13125 SW Hall Blv 01 Tigard, s F 1 1 I Tigard, QR 972 01 4! (503) 639-4171C.� �,J (0q �-� w/l Jobsite Address'. TeOffice Use Only nant:rA�1`GIG�A IPCIn '���, Suite#��.�i _ _ tPlancl/Rec # ��� Valuation: ' 7l?r� DC?D Permit # -) IT � Ferra.v�l�z Owner: Ma & TL # 1r10 - 1300 Address: Vx.x K Pk?O- uiell1 �tA LL-Ll _ Approvals Required Planning Phone: It'13'0303 1 XQ �Kt �n�, Ul2_ Engineering �r�r, �r +„1^V`P1N1itn Other_ Cont act r: z �� r Addr ss: i I �t�) Ir, �a v Type of const: Phone: � ���77 Occupancy class: S rinklered? Yes No Contractor's License # ! I ` 'I P (attach copy of current Oregon license) Sq. ft. of project: L)p I LI ( Lb Contact name & phone: �r\o E)eA,4QV r 'J, U`I l�1 Story (1st. 2nd, etc.) `.ice _ Proposed use: f r k/I kv Architect/Engineer: �t 11 Previous use Address: 'Ip f _ Note: Plumbing & mechanical plans 1�Cx�� �� ���� must be submitted at time of budding permit application. Phone: 77I n �(l1 JOB DESCRIPTION: CLQ Applicant Signature & Phone number Received by _ Date Received: 11 AA- Permit 0 Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) 2 3z 7 Plumb. Permit (PLUMB) Mach. Permit (MECH) _ State Tax (TAX) Bldg: Plumb: Mach: Plan Check (PLANCK) V/ Bldg: Plumb: Mech: Sewer Connection (SWUSA) _ Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) — Institutional TIF (TIF-iS) _ Office TIF (TIF-0) Water Quality (WQUAL) 4a ✓ y1 Water Quantity (WQUANT) ? Fire Life Safety (FLS) _ Erosion Cntri Permit (ERPRMT) l� i ✓ Erosion Planck/USA (ERPLAN) _ u ✓ V� Erosion PlanckICOT (EROSN) TOTALS: G 7 L 1 fv 7 J—, :I'IY OF TIGARD December 22, 1995 ORE Robert Everson, AIA 510 NW 3rd Avenue Portland, OR 97209 Re : CASCADE TECHNICAL STMFING SW 68th & Hampton PC11-86C SIT95-0046 The site plans have been reviewed for conformity with applicable codes . Submit four (4) sets of revised site plans, Sheets 1 and 2, detailing the following requirements : site Have the designing engineer stamp and sign the storm water calculation sheet . Accessibility ry�]1 The finish floor elevation, run of sidewalk, and grade elevations suggest the need of a curb ramp from the parking accessible aisle to the sidf- alk. Provide design details =-n accordance ':o OSSC, Section 3103 (b) 2 & 3 in the revised '1 plans . I The accessible parking space sign shall be in accordance with OPS 447 . 233 (e) . Include the specifications and design it the rewi.sed plans . If you wish to discuss any of these items, please give me a call . Sincerely, cam:% James Funk ,. Plans Examiner sit95-0046\poll-86c I 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4111 TDD (503) 684-2772 96. 02/02 09 : 45 P01 po"t lt'FA�1if Note 767 `- Ph,,,N c:o. C/'c iM/ JL Fax M Phone R BARD December 22, 1995 tax"N z ° ON Robert Everson, AIA 510 NW 3rd Avenue Portland, OR 97209 Re: CASCADE TECHNICAL STAFFING SW 68th & Hampton PC11-86C SIT95-0046 _ .The site plans have been reviewed for' conformity with applicable codes. Submit four (4) sets of revised site plans, Sheets 1 and-2, detailing the following requirements- site - 1 . equirements- site -1 . Nave the designing engineer stamp and sii_gn the storm water calculation sheet. Ar essibility _ 1. -The finish floor- elevation, nin of sidewalk, and grade elevations suggest the need of a curb ramp from t,)e parking accessible aisle to the sidewalk. Provide desicrk details in accordance to OSSC, SecLio:l 3103 (b) 2 & 3 in the revised plans. 2 . The accessible parking space s?gn shall be in accordance with ORS 447- 233 (e) . Include the specifications and design in the revised plans. Zf you wish to discuss any of these items, please give me a call . Sincerely, James funk l ��� � � tqVM Plans Examiner f✓ eit95 -0046\po11-86c )VCV IAJ J g 13125 SW Hall Brvd- rigvrd, OR 97223 (503) 639-4 J1 TDO (503) 684.2772 --- — -- Robert Even son _ Associates Architects AIA Mr, James Funk City of Tigard 13125 SW Hall Blvd. Tigard, Oregon 97223 RE: CASCADE TECHNICAL STAFFING PC 11-86 BVP95-0500 Dear Jiro, In response to your checklist, and our last conversation, I offer the following responses: 1n liitecture 1. The Southeast Room should read "Lunch" room instead of Planning "Conference" room. 2 The two reception areas are located adjacent to two of the three main entry/exit door locations. I believe these reception areas should not be counted as part of the occupant load as it relates to a,i interior corridor system. As such, our occupant loan is less than 30 and the building would not need a one-hour fire-resistive corridor system. The interior circulation and exits are logically located and easily understood by the users. I hope this meets with your approval. Cali with questions. Commercial Thanks for your assistance. Multi-Family Road Residential Sincerely, Renovation Robert S. Evenson 510 N.W. 1 hirer AN( 1'rmland, Oregon 9-209 503-221-0890 FAX 503-223-0342 MM Robert RECEIVED EVenson _ March 4, 1996 Associates COMMUNITY utYr.UOMENT Architects AIA - — Mr. James Funk Plans Examiner City of Tigard 13125 SW Hall Blvd. Tigard, Oregon 97223 RE: CASCADE TECHNICAL STAFFING SW 68th and Hampton PC11-86C BUP95-0500 Enclosed are four (4) sets of revised plans that incorporate the changes required by your checklist dated Feb. 12, 1996. Architecture Energy Planning inlcriors Enclosed are forms from the new 1996 Oregon Energy Code, which is easier to read and understand. I hope these are acceptable. Mechanical. and electrical..information is provided by the subcontiactors as they submit their eir permts. Accessibility 1 - 4 See Revised Plans Fire and Life Safety 1 . Letter submitted to substantiate occupant load less than 30. 2 - 5 See Revised Plans Commercial Structural Multi-Family Retail We have corrected the minor items that you pointed out in your list. Residential Roger McGarrigle, our Structural Engineer has provided some comments Renovation in his enclosed letter for items 1 and 7. We have created a roof framing elan within our drawings which has been reviewed by Roger McGarrigle. This project does riot have any special or risky soil or site conditions to warrant special inspections. Please comment on this requirement. Sinc rely. Robert S Evenson 510 N.W. Third Ave. r'(+nland, Oregon 97209 503-221-0890 FAX 503-223-0342 Robert _ Evenso_n Associates February 15, 1996 Architects ATA Mr. James Funk City of Tigard 13125 SW Hall Blvd. Tigard, Oregon, 37223 RE: CASCADE TECHNICAL STAFFING PC 11-86 C BVP95-0500 �� In response to your checklist, and our last conversation, I offer the following responses: Fire and Life Safety Ari hik-Cture 1 . The Occupant load is less than 30. 1 calculated the floor i'Ianning it,tcri„t,s areas of the various "people" spaces as noted below: Offices /f1-16 = 1,580 s.f. Reception/Wait. (2) = 365 s.f Appl, Test, Bookkeep, Sales. _ _225-s f Conference/Lunch (2) = 278 s.f. 7 TOTAL = 2,548 sq. ft. The following rooms were not included -All toilet rooms -Corridors and mechanical spaces Commercial -Storage rooms, closets, built in cabinetry Multi-Family -Wall thickness Retail Residential Renovation This is in line with the total projected staff of 25, determined by the Owner _ I hope you will accept our calculation for occupancy Sincereiy, J Robert S. Evenson V � ,'rt � 4rf _ 1 510 N.W. Third Ave. Portland, Oregon 97209 503-221-0890 h� r� d FAX 503-223-0342 3/03/1996 21: 47 5032274340 ROGER MC GARRIGLE PE PAGE 01/04 16 February, 1996 Robert Evenson Associates 510 N.W. Third Avenue Portland, Oregon 97209 ,i Regarding: RESPONSE TO STRUCTURAL PLAN CHECK Dated February 12, 1996 Dear Bob, The followin(. r,,,e in response to the City's structural plan check. Item 1 .. The following are calculations for load bearing footings. etell 113 .. Maximum uniform loading - 18' x 40 psf x 9' / 14' - 465 plf The loading occurs at the cantilever condition at the east end of the north wall. At this Iocatlon the 6x1-2 header spans a 40" door opening and the 34" glass block lite adjacent to the door, with a double 2x between the openings. The header Is supported between theta openings The condition results In end reactions of approximately 780# (40/12/2 x -+65pIJ and an Interior reaction i of 1800#. The loading Is assumed to be distributed over a length - to the openings plus 2x the footing death = 40 -- 34 + 4 + 2x18 = 110" = 95. I The loading over this length gen,3rates a foundation bearing capacity = 1500 psf x 9.55' x 1.33' = 19,000#. The loading - 465 x 9.5' = 4,420#. Loac distribution by shear = 1800# / (2x1 .33'x1 ,33') = 510 plf. This loading Is < than 30% of tl'. allowable 1500 psf x 1.33' 1995 plf. Consequently reinforcing is not required for structural purposes, Note that 4-#4 bars are provided in the footing to provide cracking control, as cracking of exterior foundation walls Is expected to be visible and to b9 objectional from an aesthetic perspective, L Detell2/3 This constitutes the defining condition for the exterior wall foundation detail, The column loading Is < than 25/2 x 16' x 40 psf - 8,000#. J This concentrated loading requires just over 4' of footing capacity (the capacity - 1995 plf) and the non-reinforced effective length would only be 2x AS + the bearing plate length = 3'-5" .r GJ 03/03/1996 21: 47 5032274340 ROGER MC GARRIGLE PE PAGE 02/04 PROJECT: Cascada Technical Btaf ng Pao.2 CLIENT: Robert Evenson Associates NUMBER: 9623 DATE: February IS, 1990 The foundation Is sublocted to negative bending under the column = to < than (wl^2)/2 = 2000 Of x 4 / 2 x 12 - 48",.k. Using an average load factor of 1.6 gives Mu = 77"-k. The ultimate bending capacity of the 2 #4's top and bottom spaced at (18 - 2x3 = 12'� Is approximately 0.20x2x60x0,85x12 = 244"-k >> 77, hence, ok. The ultimate shear = 1.6 x 8,000/2 = 6,400# The unreinforced shear capacity of the footing is > than 0.85x15x8x2SsSgrt.f'c = .85x120sl x 110psl = 11,220# > 6,400#, hence ok. Detail 313 .. The uniform load along this line = 31'/2 x 40psf = 620 plf. The unreinforced capacity of this footing line is 1500 pif (1500 psf x 1'). The maximum load concentrations occur at the east and west walls of tha conference room where the load = 13.572 x 620 pif = 4200#. This loading requires 2.8 If of bearing area which requires reinforcing as follows; Mu = 1,6x1.4'x1500 plf x 0.7' x 12 = 28.2"-k 244 spaced 6" apart vertically- provide 0.90x0.020x604" - 65"-k > 28.2, ok. Increasing the footing depth to 18" or Increasing the base width to 18" will also provide the required resistance Also, please note that the,48 header needs to be revised to a 6x8 or a 4x12, An H2 header should have been stipulated Instead of an 1-11, Where the concentrated loading Is greater than 2 x 1500 psf = 3000#, the footings of details 3!3 and 114 will require the addltlon of reinforcing or the Increase of depth or width to 18". The load concentrations at the east and west ends of the opening at the south end of the main entry are 25'x4Gpsfx11'/2/2 = 2750#, thus reinforcing or Increasing the footing size Is N not required there. Deta(I 4L .. This condition Is for a shear wall. The gravity locw!ng Is less than 100 pif (40 psf x 2' - 80 plf). The shear transfer from the wall to the floor slab on each side of the wall Is 315 pif / 2 (please see center wall shear at bottom of page 5) = 160 plf. J The shear capacity of the unrelnforced 4" concrete floor slab Is 2 Square root f'c x 4" x 12" ROGER W.MaaARRIGLII,P.E. CML&STRUCTURAL ENGINEERING 809 S,W, Third Avenue Sulu 5aO PORTLAND, OREGON 97204 5=2488888 FAX 503/148-4340 ,0/1996 21: 47 5032274340 ROGER MC GARRIGLE PE PAGE 03/04 PROJECT: Casoade Teohnloal Staffing Pape 3 CLIENT: Robert Evanson Associates NUMBER: 9523 DATE: February 16, 1090 5300 pif >> required. COMMENTARY .. While Section 2622 (a) clearly states that plain concrete shall not be used in seismic zones 2, 3, or 4, this has not precluded the use of unreinforced concrete slabs, sidewalks, driveways, or footings. The reason for this exception (while not stated In code) Is simply that the cost effectiveness of reinforcing all concrete has never been established. Reinforcing is generally appropriate where its absence will result In a concrete member falling apart with seismic shaking and where that failure will result In a structural collapso, The code clearly requires minimum reinforcing for beams, columns, and walls but Is silent on requiring minimum re nforcIng for slabs on grade ald footings, 'A /, 1 If the City Is establishing hat minirrlum reinforcing is required for footlnc�S, then I would ask what is the minimum amount, type, and spacing of the City's requirement? Item 4. ,. The following oalculations are for 6x12 header conditions spanning > linen W-0". The maximum loading conditions are as follows: a. Span • 17, loading . 181 x 40 pet x W / 16' - 405 pif R = 3.5k M = 176"-k This conditions ocours south of offloes 12 and 13. In. Span = 11' Loading a 25' x 40 psf 12 = 500 pif R - 2.8k M = g1"-k This oondltlon ocours south of the main entry. Condition a. governs. Ar - 1.5R/95 / 115s48sl < 63al, ok N Sr . 176"-k/ 1.3 ksl / 1.15 = 1181n1\3 <121, ole J �1J J ROORA W.MoOAARIaLE, P.E. CNIL&STRUCTURAL ENGINEERING 80t s,w.Third Avenue 9uN$560 PORTLAND, OREGON 97204 003/248-8889 FAX 5r' '148-4a40 1996 21: 47 5032274340 ROGER MC GARRIGLE PE PAGE 04/04 �- PROJECT; Cascade Technical Staffing V page 4 CLIENT; Robert Evsnron Associates i NUMBER;, 9523 l/ DATE; February 15, 199E 1 Item 7 .. "Every page or sheet .., must be stamped .... ' This language is not contained in OAR 820.10.620, 1 am not familiar with ORS 672.030(2) as my 1990 edition of the OSBEE rules indicates that Section 672.030 was repealed In 1883, but I will contact OSBEE for an update of my copy ASAP. If the intent of this oomment Is that all pages of calculations and speciflcations are to he stamped, please let me know. There are literally hundreds of engineers and arohitects that have been In violation of the law If this Implication Is correct. My Interpretation of the actual language oantalned In OAR 820-10-620 Is that the 'Final docurr ants ,.. shall bear the seal .." This has not been Interpreted by the Oregon State Board of Engineering Examiners to mean that each page of a set of calculations Is to be stamped, or that each page of a set of specifications Is to be stamped, or that each drawing of a set of drawings Is to be stamped. Stamping the title page, a cover letter, or the closing page has been accepted at. prima facie evidence of Intent not to deceive the public If the City is asking that, since I performed tho structural calcuiatlons, I stamp the drawings that were prepared based on my calculations the City should be advised that fhe question hF s been asked of the State's Attorney General, HI^ answer, acoording to Ed Gresham who Is the Exeoutive Secretary of OSBEE, Is that only work prepared unc er an enginser's direct supervision, and the engineer's actual work, may bear the seal of the engineer. According to OSBEE, having someone else's employee prepare drawings based on an engineer's calculations and directions does not meet the test and Intent of "direct supervision". This Issue has been discussed on many ocraslons by engineers, architects, bu;IJng officials and others for obvious reason. However, It is an establishes fact that engineer's have been reprimanded and worse for stamping drawings prepared by others when direct supervision cannot be demonstrated. Thanks for your understanding on this Issue. Best Regards, F. FiridF Roger McGarrigis, P.F. C ✓�y g1 3 G 1 4, EXPIRES 12-31.08 C!\WP601REPOMT M9823-11 w ROOPR W.MO4ARRIaLC,P.C. CIVIL i STRUCTURAL ENGINFERINO 1308 9.W. Third Avenue Sults 680 PORTLAND, OREC30N 97204 603/248-86158 FAX 803!246-4.140 7 ter , February 12, 1996 f n n CITY OF TIGARD OREGON Robert Evenson, RIA 510 NW Third Avenue Portland, OR 97209 Re : CASCADE TECHNICAL STAFFING SW 68th and Hampton PC11-86C BUP95-0500 The plans and specifications have been reviewed for conformity to applicable codes . Please submit four (4) sets of revised plans and specifications incorporating the following acquirements : Energy Submit a completed Form 2A from the Energy Code Compliance Manual (revised January 1993) . Submit completed Building Envelope prescriptive or component performance path forms . �3 . Submit completed applicable Forms 4a through 4j of the Energy Code Compliance Manial (Revised January 1993) . Submit completed Forms 5a, 5b, 5c, and 5d from an Energy Code Compliance Manual (Revised January 1993) . {A. The interior lighting shall be by switching in conformance with Section 5310 (d) . Accessibility Each toilet facility shall have at least one accessible toilet stall with an accessible water closet [OSSC, Section 3108 (b) 21 . A single accessible restroom is permitted only in a alterations when it is technically infeasible to upgrade existing facilities [OSSC, Section 3112 (c) 71 . N Doors cannot swing into the clear floor space required at fixtures [OSSC, Section 3109 (j ) 21Doors 18 , 16 , and 12 do not comply. The sink in conference room Detail 5/5 shall be not more than 34" high, open in front , and in accordance with OSSC, Section 3109 (k) 31 . 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Roberc Evenson, AIA February 12, 1996 Pg. 2 The reception counter shall have an area accessible to persons with disabilitynot more than 36" above the finish f and sh loor not less than 36" wide [OSSC, Section 3109 (w) 2] . Fire and Life Safety The interior exiting system serves an occupant load exceeding 30 . Provide a one-hour fire-resistive corridor system [OSSC, Section 3305 (8) ] . A. Walls of a corridor and its ceiling must be of not less than one-hour fire-resistive construction with all openings and penetrations protected [Section 3305 (g) ] . l ,$* B . Protection of corridor walls and ceilings shall include the following [Sections 4304 , 4305 , and 43061 : 1 . Fire dampers for heat duct penetrations . 2 . Canopies for recessed light fixtures . ,I, 3 . Metal pipe extensions for plumbing penetrations . Lett 6 r'( C. All doorways penetrating the one-hour fire-resistive [ corridor construction shall be protected by a tight- '10 fitting smoke and draft control assembly having a 20- ��, minute fire protection rating [Section 3205 (H) ] . Doors 4 shall be self-closing or automatic-closing [Section 4306 (f) ] . D. Provide a cross-section. The wrap back, as an exception to providing parapets, shall be not less than 10' [OSSC, Section 1710 (a) E (i) ] Correct. Details 1/7 and 2/7 . Provide correct Detail 3/8 as it applies to the east wall . Windows and doors in the east wall within 10' of the projerty cn line shall be protected with not less than a 3/4-hour fire- rated assembly [OSSC, Table 5-A, Note 1] . Correct `- Specification Detail 2/7 and Door Schedule on Sheet 10 . Provide the approved assembly for the one-hour parapet construction using 1/2" gypsum board on both sides . ,�t . Pro'�, :de Type 2-A portable fire extinguishers throughout , so j that the travel distance to a unit does not exceed 75 ' [NFPA Robert Evenson, AIA February 12, 1996 pg. 3 Structural Plain concrete shall not be used in Seismic Zone 3 [OSSC, Section 2622 (a) ] . A. Provide design calculations and steel reinforcements for all load bearing footings . (�. Submit corrected Details 3/3 and 4/3 . Provide dimensions on Details 2/3 and 4/3 . Provide correct legend for each detail on Sheet 3 . 7 Correct. Legend 1/7 and 2/7 for east wall on Sheet 7 . It appears to be transposed. Provide the engineer' s design calculations for each 6 x 12 spanning more than 8 feet . 1 (5 .' Provide the manufacturer' s structural layout for the TJI system. �( Correct Detail 2/8 showing cantilever of TJI . Where is Detail 1/4 applicable? Every page or sheet of a set of plans containing drawings and specifications required to be prepared by a State of Oregon .licensed engineer must be stamped, signed, and must have the expiration date of that engineer' s license by his signature . OAR 820-10-620 and ORS 672 .030 (2) l71 1 ,�,"►, e 8 . J Complete the enclosed Special Inspection, form and return to this office . Copies of all inspection reports shall be filed with this office continually during construction. A final signed report must be on file before occupancy will be permitted [OSSC, Section 306 (c) ] . Plumbing Overflow roof drains are required. Contact Mike Sheehan, Plumbing Inspector, at 639-4171 . Provide a revised roof plan. Robert Evenson, AIA February 12, 1996 pg. 4 Mechanical , ""/ c, 1 . Provide a mechanical plan for review and approval prior to issuance of a ne--mit . Illustrate size and location of all roof-top units . Submit an engineer' s calculations for additional loading of rafters or trusses . 2 . Each individual roof-mounted HVAC shall be permanently labeled as to the areas it serves [Section 504 (e) ] . In addition, each unit shall be Equipped with a power disconnect and a 120-volt receptacle shall be located within 25' of each unit [Section 5091 . 3 . The attachment of permanent equipment (HVAC) supported by the building' s structural components shall be designed to resist the total design seismic forces prescribed in Section 2336 (b) of the Structural Specialty Code . Provide an engineer' s design specifying attachment requirements [SSC Section 302 (b) ] . If )rou wish to discuss any of these items, please give me a call . Sincerely, James Funk Plans Examiner bup95-0500\pc11-86c enclosure z J J 7 �1 J Plan Review# Date CITY OF TIGARD OREGON Structural Special Inspections The owner or architect or engineer of record shall complete Parts B& D of this form and then return it to the Building Division for approval prior to issuanco of a building permit. (Please note that a separate soils special inspection form may be required and additional special inspections may be required for cor' acts design items.) Project Address: Project Name: Architect of Record(Firm): Phone No: Engineer of Record (Firm): Phone No: The following special inspections and structural observations shall be performed according to the State Building Code and the City of Tigard's Municipal Cade Chapter 14.06.010- 14.06.040 unless a schedule of inspections is submitted by the Engineer of Record and approved by the Building Division. A. M Reinforced Concrete ❑ Prestressed Concrete ❑ Structural Steel ❑ Structural Masonry, Fm ❑ Field Welding ❑ Fireproofing U Shop Fabrication ® Other F t �J / _ il' l l�� T/Jh .�1r�r.� J/ �' GVr�r ` B. Indicate the special inspector or approved testing agency to perform the special inspections noted in Pari A above, including addresses and phone numbers. Submit names, qualifications and certifications of the special inspectors assigned to the project. The special inspector or inspection agency shall submit a final signed report to the Building Division stating that all items requiring specicJ inspection and testing were fulfilled and reported and,to the best of his/hAr knowledge in conformance with the approved design drawings, specifications, approved change orders and the I applicable workmanship provisions of the U.B.C. (see U.B.C. 7015 for soils special inspection final report requirements). Items not in conformance, unresolved items or any d'iscrepanaes in inspection coverage (i.e., missed inspections, petiodiqJnspections when continuous,was required, etc.) shall be specifically itemized in this report. C. ❑ Structural Site Observation by Engineer of Record - D. The owner hbreby agrees to employ the special inspector,approved testing agency and/or engineer for the above-noted special inspections and/or structural observation. Signature of Owner Print Name Phone No. _ J Firm Cate Structural Plans Examiner signature 13125 SW Hall Blvd., Tigard, OR 97223 (503) &39-4171 TDD (503) 684-2772 �� 03/18/1996 06:20 5032274340 ROGER MC GARRIGLE PE PAGE 01/02 ROGER W. Me GARRIGLE, P.E. CIVIL& STRUCTURAL ENGINEERING 608 S.W. Thlyd Avenue Suite 980 - Portland, Oregon 97204 - 503/248-6888 FAX 503/248-4340 18 March, 1996 James Funk, Plans Examiner r $1 t City of Tigard 13125 SW Hall Blvd. Tigard, Oregon 97223 ' Regarding: Section 2622 1991 UBC / 1983 OSSC Dear Dave, This letter is intended to document our telephone conversation of today regarding Code Section 2622. Section 2622 clearly states "Plain concrete shall not be used in Seismic Zone No. 2, 3, or 4. However, there are no Code requirements for the minimum reinforcing of foundation or footings. The coincidence of these two Cade conditions has resulted in the question of what minimum reinforcing is required to meet the requirement of Section 2622. There are minimum reinforcing requireme,,ts in Sections 2607 (m) and 2614 (d). Section 2607 (m) 1. specifies minimum shrinkage and temperature reinforcing in structural slabs normal to flexural reinforcing. 2, provides the ratios of the reinf)rcing required by 1. And 3. provides requirements for prestressing tendons. None of this .:actions appears to stipulate minimum reinforcing for "non-structural" slabs on grade, sidewalks, or continuous or spread footings. Section 2614 (d) provides minimum reinforcing requirements for walls. This section also does not appear to set requirements for s abs or footings. Section 261b specifically addresses footings and does not provide minimum reinforcing requirements for footings. Section 2615 (1) does provide for plain concrete pedestals and �, footings, with no limitation regarding Seismic Zone. 03/18/1996 06:20 5032274340 ROGEP, I�C GARRIGLE PE PAGE 02/02 PROJECT: Cascado Technical Staffing Page 2 CLIENT: Robert Evanson Associates NUMBER: 9523 DATE: February 15, 1998 The point of describing these Code requirements is jLSt to show that interpreting Code Section 2622 as meaning that some reinforcing is required for all structural elements by the Code is not clearly mandated by Code language. If Section 2622 was to mean that some reinforcing is required for each portion of concrete in Zones 2, 3, and 4, then some minimum amounts of reinforcing should be stipulated somewhere in the Code. Absent that, I suggest that the statement in 2622 car, reasonably be interpreted to mean that none of the requirements of Section 2622 are to be applied in Seismic Zones 2, 3, and 4. The words of the Code provision do not say what I suggest. However, on reading the entire chapter on concrete, what I am saying appears to be tha only interpretation that is consistent with the complete section on concrete. Given any conclusion, I have reviewed the drawings prepared for CASCADE TECHNICAL SERVICES to verify that the structural details do meet the requirements for concrete, excluding the PLAIN CONCRETE section. Based on this review, I am recommending that Detail 3/3 be revised to include 1 #4 bar top and bottom continuous. This is one of the options that I recommended after the City's first Plan Review (dated February 12, 1996). While I would prefer ;o reinforce all of the building's slabs and footings, the project developer does not agree to designing for more than the Code requires. Thank you for your paiinnce and assistance on this issue. Best Regards, fft�r Roger McGarrigle, P.E. Copy: Robert Evenson Associates aFory f 510 N.W. Third Avenue Portland, Oregon 97209 AI G EXPIRES 1231.96 G:\WP60\REPORT519523 Al ROGER W.McGARRIGLE.P.E. CIVIL a STRUCTURAL ENGINELRING KM S.W. Third Avenue 3ufte 580 PORTLAND, OREGON 97204 503/248-6888 FAX 503/2484340 CITY OF TIGARD February 12, 1996 ORE Robert Evenson, AIA 510 NW Third Avenue Portland, OR 97209 Re : CASCADE TECHNICAL STAFFING SW 68th and Hampton PC11-86C BUP95-0500 The plans and specifications have been reviewed for conformity to applicable codes . Please sui-)m.-.t four (4) sets of revised plans and specifications incorporating t..ie following req;iir, ts : Energy 1 . Submit a ccmpl.eted Form. 2A from the Energy Code Compliance Manual (revised January 1993) . 2 . Submit completed Bui.:;ding Envelope prescriptive or component performance path forms . 3 . Submit completed applicable Forms 4a through 4j of the Energy Code Compliance Manual (Devised January 1993) . a . Submit completed Forms 5a, 5b, 5c, and 5d from an Energy Code Compliance Manual (Revised January 1993) . A. The interior lighting shall ba by switching in conformance with Section 5310 (d) . Accessibility 1 . Each toilet facility shall have at least one accessible toilet stall with an accessible water closet [OSSA:, Section 3108 (b) 31 . A single accessible restroom is permitted only in alterations when it is technically infeasible to upgrade a existing facilities [OSSC, Section 3112 (c) 71 . CL, N 2 . Doors cannot swing into the clear floor space required at Y fixtures [OSSC, Section 3109 (j ) 2] Doors 18, 16 , and 12 do not comply. J 3 . The sink in conference room Detail 5/5 shall be not more than 34 " high, open in front, and in accordance with CSSC, Section —' 3109 (k) 31 . 13125 SW Hall Blvd., Tigard OR 97223 (503) 639-4171 TDD (503) 684-2772 1 Robert Evenson, ATA February 12, 1996 Pg• 2 4 . The reception counter shall have an area accessible to persons with disability not more than 36" above the finish floor and not less than 36" wide [OSSC, Section 3109 (w) 21 . Fire and Life Safety 1 . The interior exiting system serves an occupant load exceeding 30 . Provide a one-hour fire-resistive corridor system [OSSC, Section 3305 (8) ] . A. Walls of a corridor and its ceiling must be of not less than one-hour fire-resistive construction with all openings and penetrations protected [Section 3305 (g) ] . B. Protection of corridor walls and ceilings shall include the followinq [Sections 4304 , 4305, and 43061 : 1 . Fire dampers for heat duct penetrations . 2 . Canopies for recessed light fixtures . 3 . Metal pipe extensions for plumbing penetrations . C. All doorways penetrating the one-hour fire-resistive corridor construction shall be protected by a tight- fitting smoke and draft control assembly having a 20- minute fire protection rating [Section 3305 (H) ] . Doors shall be self-closing or autome.tic-closing [Section 4306 (f) ] . D. Provide a cross-section. 2 . The wrap back, as an exception to providing parapets, shall be not less than 10' [OSSC, Section 1710 (a) E (i) ] . Correct Details 1/7 and 2/7 . A. Provide correct Detail 3/8 as it applies to the east wall . 3 . Windows and doors in tl.e east wall within 10' of the property line shall be protected with not less than a 3/4-hour fire- rated assembly [OSSC, Table 5-A, Note 11 . Correct Specification retail 2/7 and Door Schedule on Sheet 10 . 4 . Provide the approved assembly for the one-hour parapet construction using 1/2" gypsum board on both sides . 5 . Provide Type 2-A portable fire extinguishers throughout, so that the travel distance to a unit does not exceed 75 ' [NFPA 10-3 . 2 . 1] . 16 Robert Evenson, ATA February 12 , 1996 pg. 3 Structural 1 . Plain concrete sl,all not be used in Seismic Zone 3 [OSSC, Section 2622 (a) ] . A. Provide design calculations and steel reinforcements for all load bearing footings . B . Submit corrected Details 3/3 and 4/3 . C. Provide dimensions on Details 2/3 and 4/3 . 2 . Provide correct legend for each detail on Sheet 3 . 3 . Correct Legend 1/7 and 2/7 for east wall on Sheet 7 . It appears to be transposed. 4 . Provide the engineer' s design calculations for each 6 x 12 spanning more than 8 feet . S . Provide the manufacturer' s structural layout for the TJI system. A. Correct Detail 2/8 showing cantilever of. TJI . 6 . Where is Detail 1/4 applicable? 7 . Every page or sheet of a set of plans containing drawings and specifications required to be prepared by a State of Oregon licensed engineer must be stamped, signed, and must have the expiration date of that engineer' s .license by his signature . OAR 820-10-620 and ORS 672 . 030 (2) . 8 . Complete the enclosed Special Inspection form and return to this office . Copies of all inspection reports shall be filed with this office continually during construction. A final signed report must be on file before occupancy will be permitted [OSSC:, Section 306 (c) ] . Plumbing 1 . Overflow roof drains are required. Contact Mike Sheehan, Plumbing Inspector, at 639-4171 . Provide a revised roof. plan. Robert Evenson, AIA February 12, 1996 pg. 4 Mechanical 1 . Provide a mechanical plan for reviaw and approval prior to issuance of a permit . Illustrate size and location of all roof-top units . Submit an engineer' s calculations for additional loading of rafters or trusses. 2 . Each individual roof-mounted HVAC shall be permanently labeled as to the areas it serves [Section 504 (e) ] . In addition, each unit shall be equipped with a power disconnect and a 120-vola receptacle shall be located within 25' of each unit [Section 509] . 3 . The attachment of permanent equipment (HVAC) supported by the building' s structural components shall be designed to resist the total design seismic forces prescribed in Section 2336 (b) of the Structural Specialty Code . Pro, ide an engineer' s design specifying attachment requirements [SSC Section 302 (b) ] . If you wish to discuss any of these items, please give me a call . Sincerely, ,lames Funk Plans Examine bup95-0500\pcll-86c enclosure Plan Review# Date CITY OF TIGARD OREGON Structural SpeclaHnspec+'ons The owner or architect or engineer of record sha;complete Parts B& D of this form and then retvrn it to the Building Division for approval prior to issuanLv of a building permit. (Please note that a separate soils special inspection form may be required and additional special inspections may be required for contractor design items.) Project Address: Project Name: Architect of Record (Firm): Phone No: Engineer of Record (Firm): _ Phone No: I The following special inspections and structural observations shall be performed according to the State Building Code and the City of Tigard's Municipal Code Chapter 14.06.010- 14.06.040 unless a schedule of inspections is submitted by the Engineer of aecord and approved by the Building Division. A. 0 Reinforced Concrete ❑ Prestressed Concrete ❑ Structural Steel ❑ Structural Masonry, fm ❑ Field Welding ❑ Fireproofing ❑ Shop Fabrication 1.0 Other F�,,,� /�: 7/i�. .r,�. fi lef well, B. Indicate the special inspector or approved testing agency to perform the special inspectio.is noted in Part A above, including addresses and phone numbers. Submit names, qualifications and certifications of the special inspectors assigned b the project. The special inspector or inspec'ion agency shall submit a final signed report to the Pudding Division staticg that all items requiring speaai inspection and testing were fulfilled and reported and,to the best of hisPonr knowledge, in conformance with the approved design drawings, specifications, approved change orders and the I applicable wort�manship provisions of the U.B.C.(see U.B C. 7015 for soils special inspection final report requirements). f Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed .-ispectrons pedo inspections who- continuous was required, oto.) shall be specifically itemized in this report. C. ❑ Structural Site Observation by Engineer of Record n. D. The owner hereby agrees to employ the special inspector,approved testing agency and/or engineer ror the above-noted special inspections and/or structural observation. Signature of Owner Print Namn Phone No. Firm Date Structural Plans Examiner signature i 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -- March 14 , 1996 CITY OF TIGARD OREGON Robert Evenson, AIA 510 NW Third Avenue Portland, OR 97209 R.e: CASCADE TECHNICAL STAFFING SW 68th and Hampton PC11-66C BUP95-0500 I have reviewFd the material submitted with your. March 4 , 1996, letter and there are a few requirements which need to be further addressee. Please subm t four (4) copies of the reirised plans with the following accompaniments : Energy 4 . An electrical rjermit cannot be issu^d before items 4 and 4A are submitted. Structural Please inform Mr. McGarrigle that h,.! must design the reinforcement �1 for footings in accordance with OSSC, Section 2622 (a) for temperature and shrinkage. Mr. McGarrigle' s response is noted, however, permit me to clarify my requirement which is ORS 672 . 020 (2) (incorrectly stated as 6'72 . 030 (2) . Further, it is not my intent to require every page of a set of design calculations be stamped if ai.l pertinent pages are collated and bound (stapled) and the first and last pages are stamped wit:i the designing engineer' s official seal bearing name, date of registration, and number. Mr. McGarrigie' s resFonse to the requirement chat the final documents (plans) be stamped by the designing engineer or architect is noted, however, his assumption that I was requiring his seal bo- on eon the plans prepared by you was incorrect . Thank Mr. McGarrigle for his attention to detail for my error in incorrectly referencing the wrong ORS section. C): 8 . Submit all as requested. V1 i- If you wish to discuss any of these items, please give me a call . J CIO Sincerely, 7V�J l James Funk Plans Examiner bup95-0500\pc11-86ca 13125 SW Hall Blvd., Tigara, OR 97223 (503) 639-4171 TDD (503) 684-2772 - 95. 12 '29 12 : 01 P02 post-it•Fgx lyote To 7671 Deir ET / K From goo CO/D" - Pte,. � GA,1tD� ►air phones December 22, 1995 ---D�^ Fa. N, Z 3 Z- Robert Everson, AIA 510 NW 3rd Portland, Avenue nd, OR97209 Re: CASCADE TECHNICAL STAFFING ..W 68 h & Hampton a t p on • PC11-86C SIT95-0046 .The site plane have been reviewed foe conformity with applicable codes. Submit four (4) sets of revised site plans, Sheets 1 and-2, detailing the following requirements- Site- 1 . equirements:Bite-1 . Have the designing engineer stamp and sign the storm water calculation sheet. Accessibility 1_ -The f iiiish floor elevation, run of sidewalk, and grade elevations suggest the need of a curb ramp from the parking accessible aisle to the sidewalk. Provide design details in accordance to OSSC, Section 3103 (b) 2 & 3 in the revised plans. - 2. The a-cessible parking space sign shall be in accordance with ORS 447. 233 (e) - Include the specifications and design in the revised plans. if you wish to discuss any of these i.tems, please give me a call . Sincerely, -4"—. 1;V., '� Jo mes Funk {.�� jL/v� ova Plans Examiner sit'95-0046\pc11-86c L 13125 SW Hall Blvd., Tigard, OP 97223 (503) 639-4171 TDD (503) 684 2772 -- 95. 12 29 12 : 01 P 0 1 DEC 27 '95 Oe:49RM VLMK ENGINEERS VAN CJOMELEN/L.00IJENDA �A DE TCAV((:AC MoOARRIQIL. /KNAUF9 &) Consulting Engineers Jed Ne.//�!7 • _ Dy . 3933 B.W.W Y Ave./PoM=d,00gon 97201x303/(603)222-d4.53/FAX(503)249-9263 ore.I zo" 96netc nin. NORM G( A C44,4--s AREA (►'Nf�Q(J/Du 5 ) p�v��uU o. 14 ac. Rooms 0, 12 ac. RAfNF-*U, I N1 Ars/7 Y 3,41 A r guojoeor FutioAv�' ®c e f JA �RPAUTy OF ✓ -fps �E'�l P.10 4 14.34!2 6PIAWS I'V51.9(i y J 'ottt-It"b►>~nd fuc tran��Ntlal memo 7v •of vo•"' 248 92Co3 ROGER W. McGARRIGLE, P.E. CIVIL&STRUCTURAL ENGINEERING 808 S.W. Third Avenue Suite 560 - Portland, Oregon 97204 - 503/248-6888 FAX 503/248-4340 l J I �r 18 March, 1996 David Scott, F.E., Building Official James Funk, Plans Examiner City of Tigard 13125 SW Hall Blvd. Tigard, Oregon 97223 Regarding: Section 2622 1991 UBC / 1993 OSSC Dear Dave, This letter is intended to document our telephone conversation of today regarding Code Section 2622. Section 2622 clearly states "Plain concrete shall not be used in Seismic Zone No. 2, 3, or 4. However, there are no Code requirements for the minimum reinforcing of foundation or footings. The coincidence of these two Code conditions has resulted in the question of what minimum reinforcing is required to meet the requirement of Section 2622. There are rr.inimurn reinforcing requirements in Sections 2607 (m) and 2614 (d). Section 2607 (m) 1. Specifies minimum shrinkage and temperature reinforcing in structural slabs normal to flexural reinforcing, 2. provides the ratios of the reinforcing required by 1. And 3. provides requir-iments for prestressing tendons. None of this Sections appears to stipulate minimum reinfircing for "non-structural" slabs on grade, sidewalks, or continuous or spread footings. Section 2614 (d) provides minimum reinforcing requirements for walls. This section also does not appear to set requirements for slabs or footings. Section 2615 specifically addresses footings and does not provide minimum reinforcing requirements for footings. Section 2615 (1) does provide for plain concrete pedestals and footings, with no limitation regarding Seismic Zone. J PROJECT: Cascade Technical Staffing Page 2 CLIENT: Hobert Evenson Associates NUMBER: 9523 DATE: February 15, 1996 The point of describing these Code requirements is just to show that interpreting Code Section 2622 as meaning that some reinforcing is required for all structural elements by the Code is not clearly mandated by Code language, If Section 2622 was to mean that some reinforcing is required for each portion of concrete in Zones 2, 3, and 4, then some minimum amounts of reinforcing should be stipulated somewhere in the Code. Absent that, I suggest that the statement in 2622 can reasonably be interpreted to mean that none of the requirements of Section 2622 are to be applied in Seismic Zones 2, 3, and 4. The words of the Code provision do not say what I suggest. However, on reading the entire chapter on concrete, what i am saying appears to be the only interpretation that is consistent with the complete section on concrete. Given my conclusion, I have reviewed the drawings prepared for CASCADE TECHNICAL SERVICES to verify that the structural details do meet the requirements for concrete, excluding the PLAIN CONCRETE section. Based on this review, I am recommending that Detail 3/3 be revised to include 1 #4 bar top and bottom continuous. This is one of the options that I recommended after the City's first Plan Review (dated February 12, 1996). While I would prefer to reinforce all of the building's slabs and footings, the project developer does not agree to designing for more than the Code requires. Thank you for your patience and assistance on this issue. Best Regards, 4 C'.. 7 cI� O PROfiFs�/ Roger McVarrlgle, P.E. 2163 Copy: Robert Evenson Associates LREGON 510 N.W. Third Avenue , Portland, Oregon 97209 �+ °y 1s, v 1� EXPIRES 1231-96 C:\WP60\REPORTS\9523-A1 w c� ROGER W.McGARRIGLE,P.E. CIVIL&STRUCTURAL ENGINEERING 808 S.W. Third Avenue Sufte 560 PORTLAND, OREGON 97204 503/248-6888 FAX 503/2484340 CITY OF TIGARD December 22, 1995 OREGON Robert Everson, AIA 510 NW 3rd Avenue Portland, OR 97209 Re : CASCADE TECHNICAL STAFFING SW 68th & Hampton PC11-86C SIT95-0046 The site plans have been reviewed for conformity with applicable codes . Submit four A) setts of revised site plans, Sheets 1 and 2, detailing the following requirements : Site 1 . Have the designing engineer stamp and sign the storm water calculation sheet . Accessibility 1 . The finish floor elevation, run of sidewalk, and grade elevations suggest the need of a curb ramp from the parking accessible aisle to the sidewalk. P.-vide design det:ails in accordance to OSSC, Section 3103 (b) 2 & 3 in the revised plans . 2 . The accessible parking space sign shall be in accordance with ORS 447 . 233 (e) . Include the specifications and design in the revised plans . If you wish to discuss any of these items, please gJ.ve me a call . Sincerely, James Funk Plans Examiner sit95-0046\pc11-86c 13125 6W Hall Blvd., Tigard, OR 97223 (503) 639-4171 TrD (503) 684-2772