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13230 SW PACIFIC HIGHWAY-1 4 I I P _ I O O N N I ♦q� 8 O U _ - 105 102 _— 01 101 OFFICE RECEPTION WAITING in BUSINESS _ - t7'-10" -- _ O O � e' O -- - _ � _ - -6 —} 106 t C r EXAM o ACl PARTITION 0 d` 12'3 = - 10? NUR Ni ST2 R I EXAM �' i 2 , G �- d _ to NI ri tea-AIL i r —' --- > I - I H.C.TLTJ ( 1 �_ta ; DRESS z X21 I 44 q . —� O l 2} ! I I ;I I -� - _._ 108 -- I EXAM - - I - I GAR'' WTV - a i.- Irj --,1� -gi��— n I � u I i u i n I I •1 -- GJBI' r.,(LTAIW -R .Q K. C G.T; ''Y P. I 109 ----- - _ _ 1 19 I --- — -- - - — - - = _ _ LA }9� I PROCEDURES 120 _- , RECOVER�i' _. _ .., _.._�-_. SURG. AN. _ -- a- LA !n " �1 •¢-'s" �'^) 4-0 �-,3" G.7, C.T �!: -- — _ co 1VNTR 1 j y WALL TYPES ' I 4 VAS! ° -- 1 -� C� O ; ,TO C L I .�. 1 1 3.1/2" S1 UDS AT 16" O.C. WITH 5/8"GYPSUM BOARD 110 ST�F' (�- / cc , 5 II r-- _ _ 11 w O 1; SOID EACH SIDE TO 6"ABOVE CEILING, CROSS BRACED AT �- 4`� �'n 0 45 DEGREES TO STRUCTURE ABOVE AT 48" O.C. LL STAFF % _ `� I NI L1.1 2 3 1 2STUDS AT 16"O.C. TO STRUCTURE ABOVE r i I ref' S��' �FtY I-1ls�H'1' WITH 5/8" GYPSUM BOARD TO STRUCTURE ONE SIDE - ---- — = \1"-IF't: -- ... AND 6"ABOVE CEILING OTHER :IDE. FILL WITH 3-7/2" " 1 18 —� - - I �:�<`"r,o"� ¢ ,►�`�A.l►�i. 101.1 SOUND INSULATION BF,'i 1 FULL HEIGHT. SOUND I _ _ 1 1 2 —_ 1 I _ SURGERY , 12 SEALANT AT TOP AND LOTTOM CONTINUOUS I� .I STAFF COR�3DOR ¢ C.� DRESS - �w CEILINGTYPES 116 , ,� °�� 12 1. 2' X 4' LAY-IN ACOUSTICAL CEILING TILE. SEE - 2) - T PROJIE�T MANUAL. SUSPENSION AND LATERAL T W_� I AIN/ c Il I j' M D• GAS _. -J BRACING PER CITY OF'-IGARC' STANDARDS. [C �� — l�__ L j 2 5/8" GYPSUM BOARD ON T-BAR SUSPENSION N , — -` �.1; 1—I - 1 LJ _J SYSTEM AND FURHING CHANNELS AT 16"O.0 -- - - - - ---- -- ----T SUSPENSION AND LATEr AL BRACING PER CITY OF =� r� TIGARD STANDARDS, 5'rF.KiL.ItF.� N- I.G. VOWIFY � � • I. SREE ELEG'"R GA.I.. FOQ '_Id.NY FIx'rLJRE TYPES A.NC� �WITG�+IM;i, _____.-_•_-- - __. -___� _ ---_.__—_-- -.---_-_.______ — y.r CITY OF TKiARD Approved. . ....................................... TUM.FTIN V,1 .1".Y F;R; MARSHAL OFFI E Conditionally Approved ................. . ...... APPnOvED . . . . . . , . . . . . . F- For only the wo as duo rib©d i CONDITIONALLY APPROVED . . . . . . PERMIT NO. —0, APPROVAL OF FLANS 15 NOT AN APPROVA OF See letter to:Follow.............................................::.t I; OMISSI�N�' 01i n�lRSf(iNT�. Attach............................................. .1 I; ------- SL EE ;t CHED LETTER . C Pro ect Numher Jcb Add.e� j= P I'4' ATE Date ILING PFLOOR oats: � q � JULY 3, ,990 " SW PACIFIC HIGHWAY V � 1 N 1 CIF" R • ..'. �e�1e�� ' ., -r;r;-.«.hr--snracnra- { a. ee Ivi7ais+taarn;m.rn M�n!'9ip w !!: t AM51 _ .. - ±*At "moll IF THIS DOCUMENT IS LESS � I I IIS � ; � I � II Ili � ; � 111 iii ill lil III III Ill II ! III III I I III III III III III III III I 11Tri1�1 IIIIIII ill ill III I I Ill III IIIIIII 111 II ! Illllil III III III I"I �y� �n�r--p "" ' ''� " •' LEGIBLE THAN THIS NOTATION, I I 11 I I �I I I � I I I I I I I I I I I I I I81 I I I I I101 I I I I 01C, IT IS DUE TO THE QUALITY OF - -- --� lose THE ORIGINAL DOCUMENT. - - --- -- -- -- - - �. - - -- -- --- -- - — �111 t, ` ff17 B Z LIZ �9 Z ` i'Z I E i, T�Z OZ 6 T 1��T L T 9 T 9�I T F T ;T T T T 6 L 9II QIIII�►III ►► Ililllllll!lilllllllllllll IIIIIIIIIIIII ►III IIIII►II I!III IIII li�llll llllll IIIIII�II11111111111111II IIIIIIIIIIIII Illllllll lll(ll l►Illlllllll Illl�llil �� II►�IJiI► ,.a PLUMS I NO EOU I PMENT SCHEDULE AhID SPEC I F I CAT I ONS I PLUMBING SYMBOLS =�`' 'C�' ESIG . DESCRIPTION CONNECTION Cyy — V W - FIXTURE REMARKS IW O , FITTINGS __. —.. AP--1 ACCESS PANEL E.LMDOR : SERIES AS REQUIRED . SIZED TO FACILATATE EASY LATCH: SCREWDRIVER OPERATED . PROVIDE FR-SERIES RATED WALLS (1-1/2 HR. RATED U. L . W 3r -- -- -- -- -- _ _ _ of rc - — ACCESS AND REMOVAL_ OR REPAIR TO MECH. ort _ _ _ 'EN _ AMERICAN STANDARD - CLINIC SERVICE SINK-N0. 951 2 . 03 - L I S1'ED�-A---- FLUSA Wr '-�CZSATJ-R�SYAL NT f17z4T--F WTt5' : -CHTI `A� BE6 - _____..__._. CW COLD WATEP. ti' � 13.j c: BRW- 1 BED PAN WASH 1-1 /4 ../4 2 4 �� ---- - .---_- _.._.._ - - - VITREOUS CHINA. PROVIDE J .R. SMITH FIX . SUPPORT FIG. 630 630 PAN FLUSHER NO. 91 0-G ASSEMBLY . WITH ELEVATED VACUUM SEE ARCH. DWGS FOR MOUNTING HEIGHT. - - - - - HW HOT' WATER ( 1 200 F) ��Y j - --- - -' -'�- -- - BREAKER AND VOLUME _CONTROL. ANGLE_.._----- -------__ —_ — --- --- ---------- HW HOT WATER ( 1 4 O� F) 1 40o HW JS-1 JANITOR SINK 3/4 3/4 2 3 — — FAIT: MSB-2424 WITH 6" HIGH PRECAST TERRAZZO AND STAINLESS FAUCET : CHICAGO NO. 897 WITH HOSE THREAD SPOUT AND -- STEEL DRAIN BODY INTEGRAL VACUUM BREAKER CAULK SIDES ADJACENT TO WALLS TIGHT . - - - HWR H6T WATER RETURN ( 1200F) � C(�PyNEc^T TO EXISTING AiICET:--6ELTA" TSFC- 5�3 �WITFT�T�C7 . r,R n--�A7Ign-ATJ6 -EXPOSED-- T--WAATER--AW-D A IWPTPF- LNj3M-CAV - SHOIIL" (e) L-1 LAVATORY 3/4 3/4 1-1/2 1-1/2 -- -- AMERICAN STANDARD "AQUALYN" 0476. 028 COUNTERTOP MOUNT . 5 GPM FLOW RESTRICTOR PROVIDE- : SPEEDWAY STOPS AND SUPP- INSULATED OR OTHERWISE COVERED PROVIDEpSYMMONS MIXING EXISTING PROVIDE CHROME r'L-ATELU BRASS TAIL PE I-CEAND P--TRAP VALVE 41 0 _UNGE R VAN 1 TY__SET FOR_ 1�1 0 DEL (VERY -_ AMERICAN STANDARD "LUCERNE" #0355 - 012 WALL. HUNGW/JR , SEE ARCH DWGS FOR MOUNTING HEIGHT . HOT WATER AND - L-2 LAVATOR" (HAND I ':Af') 3/4 3/4 1-1/2 1-1/2 -- -- SMITH WALL OR CONCEALED ARM CARRIER . COLOR : WHITE , FAUCET : SYMMONS MODEL S-61-G METERING. SELF CLOSING AND DRAIN PIPE UNDER LAV. SHOULD RE INSULATED OR COVERED �..� VITREOUS CHINA 5 GPM FLOW RATE . PROVIDE SYMMONS MIXING VALVE # 410-B IN WALL BEHIND f� r—._ _--------.._._- ----___.__..----_.._.--__----_-- AP-1 . SET FOR 1100 DELIVERY JUST : MOD . NO. SLX-201 9-A-GR TYPE 302 . 1 8-B STA I NLESS -� Rb• �� W/'�' PM-FL-0W C 0NTRM- r5EV1`CE: S-1 SINK 3/4 3/1 1-1/2 1-1/2 -- — _ PROVIDE : CHROME PLATED BRASS FLAT GRID STRAINER, TAIL STEEL SELF-R!MM I N� _ PEI CE P--TRAP . SPEEDWAY STOPS AND SUPPLIES 1- 1/2 STEEL MED. NOIMMING-1921-A--GR TYPE 302. 18-8 STAINLESS � :-17"ELTA -�fO_.� ,.._W _.S._..0 _ , S-2 SINK 3�4 3;4 1-1/2 1-1/2 — -- PROVIDE : CHROME PLATED BRASS FLAT ARID STRA, INER + TAIL -- - --- ---- --- --- - -- —_-.____ _ -__--_ PE I CE P-TRAP . SPEEDWAY TOPS_ AND SUPPLIES _ l_ MAY EXTEND AS A (/7 JUST : MOD. N0. SLX-1 81 5-A-GR TYPE 302 . 1 8-8 STAINLESS � TA -T Wjf'S �PTvI FL(w CoNTFt�t" ---------___ -_ __ S-3 SINK 3/4 3/4 1-1/2 1-1/2 PROVIDE : CHROME PLATED BRASS FLAT GRID STRAINER, TAIL I I WASTE OR VENT ` - STEEL SELF-RIMMING ---,-� -----^ ---- PE I CE P--TRAP . SPEEDWAY STOPS_ AND SUPPLIES S-4 SINK 3/4 3/4 1_1/2 1-1/2 - - JUST : MOD . N0. SI.X-1515-A-GR TYPE 302 . 18-8 STAINLESS 1=KKU�Ef' `61'[ TAS -Ti--l4DF T---arV-Tl�W- -nNT"I-6F-vI-m. / STEEL SELF--R I MM I NG PROVIDE : CHROME PLATED BRASS iFLAT GRID STRAINER, TAIL _ PE I CE P-TRAP . SPEEDWAY STOPS AND SUPT'S I ES JUST : MOD. NO. SLX-2222-A-.GR TYPE 302 . 1 8-8 STA I NLESS t FAOCEt: FETA-NzS.---p o RDFV11Ti 'S OP�FL�SW Z 1TFf 5-5 SINK - 3/4 /4 1-1/2 1-1/2 - - STEEL SELF-RIMMING PROVIDE: CHROME PLATED BRASS FLAT GRID STRAINER , TAIL ~� `�- -_ PE I CE P-TRAP . SPEEDWAY STOPS AND SUPPLIES__ __ _ TT JUST : MOD . NO. SLX-1 31 3-•A-GR TYPE 302 .-1 8-8 STA'NLESS R�� i NO ' �Wi'T T 0 - -n, ITRZST �EVT� S-6 SINK 3/4 3/4 1-1/2 1-1/2 -- -- PROVIDE : CHROME PLATED BRASS FLAT GRID STRAINER, TAIL PROVIDE SYMMONS MIXING VALVE #410-B UNDER. VANITY. '-.I - STEEL SELF-RIMMING PE I CE P TRAP. SPEEDWAY STOPS AND SUPPLIES __ FOR 1_10_° DELIVERY CHROME I WALL ^ ,1 ✓, ST)} E0A5`-VG. -STRX-r--MODEL"--7�=�6` FABRTC`ATED-F!3 FATT�`Et:- OHI �A�ZS-CJ�-�3i=� WrTR TFIITFO`RA�ST -AR -�{N6 - WALL COVER I V/ SS-1 SURGENS S'�RUB SINK I 3/4 3/4 1-1/2 2 --- -- 14 GAUGE TYPE .304, 18--8 STAINLESS STEL WITH 12 GAUGE STAIN ADJUSTAPLE FROM 8" TO 13" CENTERS . PROVIDE CHROME PLATED SEE ARCH DWGS FOR MOUNTING HEIGHT. AND SCREW --� - ----- ------- LESS STEEL WALL BRACKETS WITH WALL CL- IPS . FLAT GRID STRA_I NER, TAIL P I ECE--,AND_-P,-TRAP C NEa-� EfJ�CZSrE-Tf�ST3FC-1�T3�3�CBR-�>vl sI. _ _- ,_ - -- wi SH-1 SHOWER 3/4 3/4 1-1/2 2 — — WITH WALLS TEMPERED GLASS PANELS (CLEAR OR SEMI-OBSCURE AS MIXING VALVE DELTA "MONITOR" MOD. 1524' FIRS . W/SHOWER PLUGGED ►� [ � N -- - -- -- -- --.-.-- —REQUIRED) AND 2" FLOOR DRAIN _ HEAD AND 2 GPM FLOW CONTROL DEVICE SET FOR 1100 DELIVERY v �J - --- TEE' WITH E T W-1 WATER CLOSET 3/4 _.. 2 3 - - AMERICAN STANDARD "NEW CADET" 281F.05,3 V I TREOL S CHINA. '��T -S RT T�-MOD- i�5- :�.- OPEN 'T70NT- 30L Ip-Ip - -'--`-- C:. EANOUT r'�'� / SIPHON JET . _--' �PLASTIC SEAT WITH SELF--SUSTA I NG FEATURE . Pr20V I DE ---'-`- - - -- - SPEEDWAY STOPS- AND SUPPLY � v � W--2 WATER CLOSET (HANDICAP) 3/4 2 3 AMERICAN STANDARD "NEW CADET" 2212 . 053 VITREOUS CHINA. SEAT: OLSONITE MOD. NO. L210-N-CC OPEN FRONT 2" LIFT I !� SIPF1014 JET . NEAT . PROVIDE SPEEDWAY STOP AND SUPPLY I - FLOOR LINE R � � N WCO WALL CLEANOUT - -- - --- - JR . SMITH NO. 4472 W/ STAINLESS STEEL. COVER SEE DETAIL : M1 � z cC c o v b DUCT FITTING SYMBOLS HVAC SYMBOLS 0 o Oo O . o0 i DOUBLE LINE SINGLE—LINE �_U� -_-�_., rye 5 I NGI P —` — _-__— — -� �- , _ C. I , BEND ;--- .� -'1 - -__ - - - - - - - - - - SA SOUND ATTN. SHEET METAL (`- I NGLE LINE ". F L 4_ �, D lJ C. T S CH E D U L. E R-0 ��--'`--1 - _ - - - BALANCE OF PIPING SAME LESS THAN 15' FLEX DUCT 'St_IPFLY RETL_,RPI GAS VALVE I AS CLEANOUT TO GRADE. 0 SA SOUND ATTN. �;HEET METAL (I-:;�UBLF l_ INE) I M i LWAUK I E -UNION SIZE CFM CFM UNIT (7;"�CLEANOLJT DE �T.AiLSBB100(NO5 PIECE ELBOW SUBSTITUTIONS) J 15 - 3d� SM SHEET METAL DUCT (SINGLE: LINE ) s" o--so O-Fo _ �I� (� 1 NO SCALE — yyf ri-- � t5" 61-110 51-95 6" DRIP LEG RAIN -----�! I �:)VER SM SHEET METAL DUCT (DOUBLE INE ) � - 1 1 1-1 a° ss-1 40 I r 161-230 141-200RADIUS q231-320 201-280ELeow � FLEX DUCT (SINGLELIN1.' 32-;-420 281-36C 3d' ® FOUND DUCT . UP OR D01;IV -- -----___ ___- -- I I - - RADIUS ELBOWEl� . 8 7 7 WC CCAS CONNECTION_ rr -- -----F- ---------------5 —"- " -- B BUT- ERFLY DAMPER � "� NO SCALE r I RADIUS TUR ING ELBOW(RND) _ T THERMOSTAT : WALL MOUNTED � VANES �--{ OVER 30' -- RA RETURN AIR - UP OR DOWN LEAD COUNTERFL•ASH SLEEVE , ELEVATION ELEVATION 3 LB , 3" SKIRT OVERLAP 1 " � OSA OUTSIDE DE AIR : UP OR DOWN Q RADIUS ELL30W 1 9 r SA SUPPLY AIR : UP OR DOWN MIN . RE=TURN LIP . MACHINE -` �� } - -S' 1 1 0 - - --- 1 10 AIR VOLUME , CFM � FORMED OR FABRICATED AND SOLDERED TYPE, FIELD FOLD-- -- r � PLAN PLAN 10x 10-E----10x1 G p I FFUSER OR Gf� I LI.E SIZE !•-•-- D I SCnNNECT SWITCH BY FAN MPGR. I \. 4W"E --�4W BLOW DIRECTIONS -`---`-' �• I � OVER TYPE PRGH I S I TED 'OFFS-t�TS•_ 1 — 12-" MIN. B REF-1 ROOF EXHAUST FAN N0 . 1 �- � sL?P Y SUPPLY OR ZP-1 ZONE DAMPER 1 I -'ROOF FAN I ~� —� -- 1 L _ � \` --� PLUMB I N G RETURN —1 5� MAY, BP-1 BY--P SSS DAMPER � 0 - - I VENT \L-------------- ---- BACKDRAFT DAMPEF' I��,, B .--.30' 15' MAX © CONNECT TO EX I :�T I NG -- -3 LB LEAD � ® EXIST ; NG TO REMAIN ^� RETURN — __ — HVAC CONTR. TO PROVIDE / FLASHING MIN. 1 �_ � ® CAP EX I `_' {- ING C / � ♦ 12" BARREL RECTANGULAR TAP -•--�- ♦ - - 1 s' MA X- 0 RELOCATE EXISTING - FRE-FAB ROOF CURB. / \. W TRANSITION � REMOVE EX I �;T 1 NG "`-• < ♦� "B" IF TO DIFFUSER OR GRILLE _ / 1 de `TURN I NG W1 K. B _ ♦ ♦ /� LEAD SKIRT 8--- -TURNING W1 APES" I W2_ VANES SUPPLY de �,- PRESSURE TREATED WOOD ♦ / W2 SUPPLY Ac RETURN ��-- LEVELING CURB 12�- � NOT MOPPED w2_� - ROOF / INTO ROOF OR LINE IN ACCORDANCE — MITER ELBOW BRANCH WITH ROOF MITER TEE — ------- — RECTANGULAR — �: STRUCTURE 30o CFM BY ELEC. CONTE 100 NECK PPL . 512E — , E 4W NO. OF BLOWS -------- _ 5---- --- i ��. 5 PLUMB ING VE1 . T FLASHING SQUARE DUCT TO LN I T NO -- ENFLEX pB-t 0 � _ - -- -�- P I M 1 SCALE NOTE : OR SM-10 PER MFR . REQUIREMENTS SUPPLY IS SHOWN ROL'ND(PER ON W/ DAMPER ON DESIGNATION SIMILAR RUNS TO DIFFUSER AOR RETURN OR EXHAUST SL!F'PLY OR GRILLE) rG EXHAUST FAN SUPPLY CE. _ 1P' 11 FFUSER ROU-NO TAP /f CONE CAP NOTE : SIMILAR FOR EXHAUST OR RETURN '— M 1 No SCALE ------ NOTE : �- --- BIRD ^,GREEN ALL HEATERS TO BE REMOVABLE WITHOUT DISTURBING DUCTWORK . SEALANT MAINTAIN CODE CLEARANCES FROM CONTROL BOX . / —ANGLE HEATER 1 I00'� C, BLE THRt _YEBOLT Ac L F'" II PLUG Mi 1lIST CABLE ------ - _ �� ,� ( SUPPORTS F' Z a.: Ir- O. 1//8" SLACK 9c -- -BASE FLASHING - MOP I ROOFTOP AC: ON I T .is NOTE :-PROVIDE TWO TRAPS � F p s •Ef• v / CA LE CLAMP AS ,UNIT L FT I NG LUG F VN c` D1NG 2 END CONT % LOCATED ON THE } IDE i = OVEIS FLASHING FLANGE / PER UNIT ONE EA SID C'•'N v 'TER UN ' T I S j OF MECHANICAL I CAL UNIT 8" MIN. I r J 5„ �—U ------1.-,•-- � CHE,,I( SLACK 7 'ADJUStT AS I F" '-.-MECHANICAL OU IU I P,ED ---___ UNIT / / \ -ROOF � ''EALAMAN Wf - ��` PLUG (TYP I +:AL ) I I ' 0 r v ' ' �.CONTROL / >,I SEAI..AN'T :2 4" O. C . 1 _GASKET --_/— �`, � r \ / / / / \ I' m BY GEN . CONTFt .- - `CURB FURNISHED , —1— 7 T J� j „ „ 11' 20 CA , GAI_V. /� W/ UNIT 4 �• > --1 6 x 1 8 ,4 L9 . SHEET LEAD BOX ,% �� j / ,/� I W I ry � COUNTER FLASHING HOT MOPPED ONTO ROOF \ �� • // * W 'm I \ BY MECH . CONTR. 1/2"� L. G BOLTS 1.t. r r .+ n W/ WASHER O -�"�� r \ EXTEND TOAOVER \ / ( In SROM CL' FIRING / -� M o FLASHING Ac RIGID - I 24" O • C . EA, SIDE F�tC.�M CL'F;F c INSULATION BY CABLE CLAMP GEN CONTR . �P . T . WOOD LEVELING ROUND DUCT, SIZE-- �''op` � \\ � ROOF I .-.—CO I L ��OPENING SIZED FOR � � x ---' CURB do F I BFR CANT AS SHOWN / �_ I I /� ELECTRIC COIL UNIT I rl1 eC1 Nurr1 ROOF ` H Z & I ber W/ WOOD BLOCKING �_� / ` / UNDER BY GEJ CONTR . TRAP SEAL T'O BE -' � �- - 2x TOTAL STATIC ELECTRIC FLEX CONNECTOR E ~ S" MIN. -- 12" MAX . - I)a<< �. PRESSURE j r ,n 0 1 o 3/8" DIA. j Si, a+ i i 3,,/f�" DIA. X 3" LENGTH , LENGTH TO REMOVE COIL W/ 2" WASHER & 1 FULL NUT ; N r 14 Q O r_ 4 UNIT ROOF' CURB MOUNTING 3 ROOF CAP 2 C:ONDEN�,AT- E TRAP 1 ELEC'T'RIC DUCT HEATER E w0 M 1 NO SCALE ,- .. M 1 -L-E------ ,� _S�,�Tr�.....__.._.__._ __. .._____._ _,___. ^_ a. ._,7. () SW FACIFIC HY.GHWAY M 1 �+ M NO SCALE ° u Z 0 J s 01 � OF` 8 a i I I I I I I 1 I '1 I I r I I I I I " , - �-•' ' Fk IF THIS DOCUMENT IS LESS I i � I I I I I I I II ►11 III III III I I III III III II III III III r r r�r �1 III III III IIS III I�111 IIIIIIIIIllI ' I II I,EGIBI�)" THAN THIS NO'T'ATION, ___ -` 1 .-_ 4gI , I 1(� I I I W"1'OBE� 26 __L_____ 1___ _- _�_ 11 12 _ _IT IS DUE TO THE QUALITY' OFTHE ORIGINAL DOCUMENT. -TT7--- - ---_ -_.- _-- ---9L - ZOZLI 9�T9i ib [ £T �[ IT T 6 8 !. 9 I 9 I �ib �£ �L�11 I„�u�1 �IIII III IIIIIIIIIIIII IIII IIIIIIIIIIIII � IIIIIIIIII�II , IIII1IIIIIIIIIII I I IIII IIII IIII, �111111111IIIIII II 1 1 111 lllll � l l l u l l ' 1 I► ?S d 30w 'aci w ro a �i I SIGN PERMIT PERMIT (F: SGN91-0125 DATE ISSUED. . . . : 09/23/91 EXPIRATION DATE: 1//ou/91 PARCEL. . . . . . . . . . 2S102CB-02200 ZONE. . . . .. . . . . . . C-G BUSINESS NAME— : TIGARD MEDICAL CENTER & PLAZA SIGN LOCATION. . : 13230 SW PACIFIC HWY APPLICANT/AGENT: DAN OSTERhAN BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARf ( ) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 5 X 11.6 X 2 TOTAL. SIGN AREA. . . . . . : 115 sq.ft. WALL AREA. . . . . . . . . . . . . sq.ft. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . . 5 ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANENT FREESTANDING SIGN. 5' X 11.6' X 2 115 SQ.FT MATERIALS. . . . . . . . . . . . : ALUMINUM EXISTING SIGNS. . . . . . . : 0 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEF.: $ 35.00 APPROVED BY: , DATE: 09/23/91 AL ..,, Permit No. SG;#: CITY OF TIGARD SIC-7i Phl;MT APPLICATION The applicant hereby applies for a permit for the work indicated or as spawn in the aoccupanying plans arx'1 specifications. SIGN Lr)=ON ADDRESS: `� ' — �- ZONING: NAME OF BUSINESS: �% APPLICANT/AGENr:��_� r. COMPANY: =F`�� PHONE: 2 The City of Tigard irgxyJes an annual Business Tax which must t be kept current on all persons doing business in the City. Do you prasently gave a current business tax? YES (./) NO ( ) U.L. Label PWPOSED SIGN: (Check as many as apply) PEI3�RTFIfr ( � FREESTANDING (�) FREEWAY ( ) TEMPORARY ( ) WALL ( ) FI FL- RDNIC ( ) OTHER ( ) BIIJ13OARD ( ) BALL" ( ) SIGN DIMENSIONS: _� I I -(nt I X �l�L/�71✓E EXPLPATION DATE: TOM SIGN AREA (Sq. Ft.) : �"1•S 7� �. /!.S - WAIZ AREA (Sq. Ft.) : — WATJ, FACE: - ---- HEIG1T.r (Ft) : -- Pr0jBCrION FROM WAl Z -_ - 17- MU,U TION: YES (>\-) NO ( ) TYPE: / ODPY: ibgoWo-/—y f�l'J� �'d Tl�o _ l-/4W fs, MAT'ERTAL�: _ EXISTING SIGNS: -,�[pAl� ��"izj::AA 0 [Itc I S 1 t-1 Lo Cp4 LT ui.l To t ADMINISTRATM. EXCEPTION: N/A ( ) APPROVED ( ) How mucli % ARTA CUV NTS: ---- ----- _ -- -- PLANNING DEPARTMENPAll sign permits must be ac ompani-ed by a Ecale -- — r i Permit Fee: -. 3s drawing and plot plan. If work authorized under Receipt No: 9 17 a sign permit has not been ccmV)1eted within ninety wed By: rA days after the issuance of the pmrdt, the permit Date: -� J�3 catial1 beccme- null and void. ELFJ=CAL PEPd�II'r I CERTIFY 'IIiA'r AM THE r<EmRDFD OWNER OF THE PMII EI): YES (� NO 7. BY THE OwNFR. BULLRING PEFd T _ - ----.__--- -__- RBQLT U: YES ( 7 NO App t nt's S gnature cp/tU�ZmFrsdr N:\W0RD\C()N1DFV\ 71AA I �W PAC/frc ,y�✓Y -AiAL -p- �,R e� aWN I W- )M � zo,>P- 7x /.ix/7y I (o l (o F/- 7.t5 11. j 06-( (c)= I, 389. 03 z Go�rJtil�ls 2 5i'1• -2 --I X-U W 3 ,q S.Z-q i rel 3 ArrRovkri �DD-7tit �►� Tic,•�Rv c.r�Y T'= , 2589 , 0 3 z ftx L-)A t4s = 9 Clq. 152 b= ti2� ¢ 4zz - 2. 3 (14 �.e . lV : 2 x 2)4'(Z (ouuwvs) = 3,Z--Q Fr r� l•� Y�e�s z ML JLZAWA CITY OF TIGARD - RECEIPT OF PAYMENT RF:CFIF'T NO. :91-2.17759 CHF rK AMOUNT 10.00 ''TAME s HEATH NORTHWEST, INC CASH AMMNI a 0.@Ql ,4?DRESS a 4644 S.E. 17TH PAYNtNT IWATF a 09/23/91 SUBDIVISION PORTLAND, OR 17202_ 13230 SW PnGIFIC PURPOSE (IF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID PE RMI T F + SGN91 -1 ORGINGY SIGN-ADDITIONAL FEE=$10.00 (()4ll PMO ANT PAID — _ > 10.00 9 �1 14 h� • 1 1,a f::I1'Y OF 'TIrr1RD - RF GE j.pi- OF-' PAYMENT RECEIPT NO. 191_ 217446 CHECK AMOUNT 1.10. 01 (VAMC :iF:ATF1 hIC�F7`fIA4JE5)`, iNG . CASH AMOUNT . 0. 00 ADDRESS s 4644 '::. 17TH !'�1YMENT DF�I'f: 09/16/9t SUBDIVISION PORT1._,tiND, OR 97202-- pUjjpOfiE OF PAYMENT AMOUNT PAID PURPOSE or PAYMEN r AMOUNT PA I D {-,r-Rm i't F" V(,-')GN 91—i ra.3t� . 00 SIGN PERMIT f--= ESGN 91--•124 25. 00 SIGN PERMIT F SON 91- 12%Tj :'.'5. 00 I` I i� I F,J CSN rZER0111 S i i i'Cl`tra1. Flhi::�.!n�T PAID _ —> 11(x. elo ,,s SIGN PERMIT PERMIT #: SGN91-0062 DAT .' ISSUED. . . . : 05/08/91 EXPIRATION DATE: / /a/I I PARCEL. . . . . . . . . : 2S102CB-02300 ZONE. . . . . . . . . . . . C-G BUSINESS NAME. . : TIGARD MEDICAL CENTER SIGN LOCATION. . : 13200 SW PACIFIC HIGHWAY APPLICANT/ACENT: PIKE TEN1 & AWNING BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SICI DIMENSIONS. . . . . . : TOTAL SIGN AREA. . . . . . : 111 sq.ft. WALL AREA. . . . . . . . . . . . . 4860 sq.ft. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . . ft. PROJECTION FROM WALL. : in. 1LLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: A 100 square foot wall sign that wraps around the northeast corner of the Tigard Medical Center. The north face of the entire awning measures 46.75 feet in length (sign area = 10 square feet) and the west awning measures 64 feet in length (sLgn area 50 square feet) . Additionally, a new awning sign will be added to the east elevation and shall be 11 square feet in size. These signs shall be illuminated. MATERIALS. . . . . . . . . . . . : VINYL/STEEL EXISTING SIGNS. . . . . . . : 3 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 60.00 -D APPROVED BY: _ DATE: 05/08/91 Permit No. /'J CITY OF TIGARD SIGN PFRNQT APPLICATION ZIbe applicant hereby applies for a permit for the work indicata3 or as shown in the accompanying plans and specifications. SIGN LncATroN ADDRESS: — 1 (30 s,-) WNZNG: _ �- --- NAME OF BUSINES, : APPIscArrr/AGENT: .� s OOMPANY: PHONE: z ,o�+ -- ---- iYle City of Tigard imposes an annual Business Tax which must be kept current on all person:; doing hLLs-iness in the City. Do you presently have a current business tax? YES ( ) NO ( ) U.L. Label # ' PROPOSED SIGN: (Check as many as apply) -- PERMANFN'P ( ) FREESTANDING ( ) FRETMY TEMPORARY ( ) WAr IT, ( , ) E LBCT RONIC ( ) Oil[ER ( Y ) /hyo+-.,� BILU tOARD r ) BALUJON ( ) SIGN DIMENSIONS: -- -- r e f) fFt�� L 1 , TOTAL SIGN AREA �IRATION DATE: WALL AREA (Sq. Ft.) : _ – -- WALL FACIE: 11EIGHr (Ft) —� PR[ATk17-11ON FROM WALL: IT HffNATION: YES ( ( ) TYPE: COPY: M I RIALS: — EXISTING SINS: ADMINISTRATIVE EXCEP'T'ION: N/A ( :•Y� ApppDVFD ( ) HOW MUCH 03MMrM:S: ARFA ( ) HEICHr ( ) - PLANNING DEPARTMENT' All sign permits must be ac�ootrg��tjied by a scale Permit Fee: drawing and plot plan. If work authorized under Reoeint No: --.. I►�-. a sign permit has not been completed within ninety App!o/c�ci - Q ---- days after the issnnae of the Date: permit, the permit -=g�-1 shall beocun null and void. ELBC U('. 1L PERMIT I CERTIFY THAT I AM 'LITE RECORDED OWNER OF THE RDQUIRTD: YES ( ) NO ( ) PROPERTY OR AN AGF-W AlMiORIZED BY THE OWNF�. BUILrjANG PERKLT RBV,,.TIRED: YES ( ) NO I JA c.p/RKMPFPMI1 Acidrr;s.s . Telephone N:\WORD\COMDE V\ Q� ,.�14_d� O• 5 7 3 2 AIlPROVi:D CITY of TMARD lAj- IL *r ' NEW AWANG►fb 516M �w► eal wll ■r - Evil /�vvNl� I 44 -Ili 11 f � ., �I t� ilf T�iTfTTT�TfT71T1fTTT11ftRfi1 (?1'111)1 ' �il �I , I� I - oft Jim i _.--EAST--E 01 I �C,AR wl A-v.�n11�.10� SKa� I -.jEA..ST-ELWVATtC _ ttOV E;I� ,�� TtC3AR� I 0.00 A ILY MED CAL CENTER • Q.,�r'.r�-s =- =._. _ -fir-- _��,•• i.► CITY lay Titir"'7 'W46J 1.J L.i ILJthi► Irk • e FAMILY DCAL CENTER J. •��i►� moi'�r r.. M �f{',T�n�_ L 1 L 1 Ll 1_ 1 L Ll r e i �E.:> I J FAMILY MEDT 5 AL V I N i FAMILY MEDIC L_ CENTER SOW • • LRE- 1-5--k-E-3 C r I � i CITY OF T I BARD - RECEIPT OF PAYME=NT RECEIPT NO. 191 -.211590 j CHErK AMOUNT 60. 00 NAME. t P 1.Kr TENT R AWNING C(l CASH AMOUNT : 0. 00 00DRE'S`3 : 60!'1 NE. 2V--')T AVE.. PAYMf NT [SATE 04/03/91 ?:rUSI)1V1SION : I t-UNPOSEi OF PAYMENT AMOUNT M11.) PLIPPOSE nF PAYME N C AMOUNT PA I I? �;I.GN-FSE=.RM T TF_._.Sr,N 9 i._.62-.._.,_..__. 0...00 ......_.._.._.�..._.._...._._._..._-__�___..__. __.-_.__._._._......r..._. I i t t 1 T-AI- AMOUNT PA 0 > 6 In0 �• *� sae � ... �s +, +w PROJECT SUBSTANTIAL, COMPLETION REPORT INS'I'RUCI'IONS Complete and forward this report approximately three weeks prior to taking occupancy of a facility or major project arca which has received a plan review through the Office of ficalth Policy, Department of Human Resources. Copies should be provided as follows: For all oro ec:ts, forward one copy to. L)onald N. Nyberg, Staff Architect The City, County or State Lic:e►►sing Plan Review Section Building Codes Agency which Office of Health Policy AND Issued the Building Permit 1174 Chemckcta Street N.E. for the Project For hospitals, forward one For nursiny homes, forward one mpy to Ruth llelsley, RN Shirley L.. Saries, RN, Manager Health Care Survey Section Client Care Monitoring Unit Oregon Health Division Senior & Disabled Services Division ,4(X) S.W. Fifth, R(x)m 605 313 Public Service Building Portland, Oregon 97201 Salem, Oregon 97310 For both hospitals and nursing,horses, For residential care facilities forward one copy to: forward one copy to: Don I-owe, Bureau Chief Rhett Hagerty Bureau of Institutions/Codes Client Care Monitoring Program Office of State Fire Marshal Senior & Disabled Services Division 3000 Market St. N.E., Suite 514 313 Public Service Building Salem, Oregon 97310 Salam, Oregon 97310 For assistgd livin¢ facililies,forward cmc cop to: !anet Schon Senior & Disabled Services Division 313 Public Service Building Salem, Oregon 97310 Facility Name Tigard Medical Plaza - Ivan L. Bakos M.1). , 1',S. Address Suite 1.00, 13240 SW Pacific Highway, Tigard, OR 97223 Project Description _Physician office - Licensed & Certified Surgicel Suit ., OHF Plans Rcvic•v # S9 51 _ Expected Occupancy Dete 1-18-91 Facility Contact Person, Address & 'I'cicphonc No. Architect: Tenant: Yvan L. Bakos, M.D. . .P.S. -Jun-RLJuryun i & ".IaLes 13240 SW Pacific Highway, Suite 200 13765 NW C:orne'_1 Rd. , Suite C Tigard, OR 97223 639-6571 Portland, OR 97229 626-0695 I 1 Jon R. Jurgens & Associates ArchitecturelPlanninp January 17, 1991 City of Tigard Building Inspector 13125 SW Hall Blvd. PO Box 23397 Tigard, OR 97223 ATTN: Mr. Jim Jayua RE: Tigard Medical Center Ivan L. B kos, MD Project #89114 Dear Mr. Jayua: As requested by Don Nyberg of the Office of Health Policy, Department of Human Resources, a copy of the "Substantial Completion Report" Is enclosed for your records and processing, regarding Dr. Bakos surgical suite at the, Tigard Medical Plaza in Tigard, Oregon. Sincerely, l Paul Smith 13'65 Northwest Cornell Rd. • Suite C 0 Portland,Oregon 97229 0 5031626.0695 +wfr Mfr w fai w w w w InMN-CTION NOTIG� tY� Cicy of Tigard Building Department / 13125 Se' Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone, 639--4171 Inspectlon:`___ Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL- Pont/Beam Strt:ct• Sen. Sewer Framing -Bldg. Past/Beam Hoch. Rain Drain tnsulationPlummbb.. — Plbq. Underfloor Natter Line Gyp. Bd. M h. _y, - K Drte Requrnstedt L,� Timet AN PM i9 // /► Addreset� ! u f�h / Permit L Builders� ��Z,a ! ✓ 7 j TNR FOLLOWING OORBECTIONS ARE REQUIRED, ' i Inspector: �� ---- Date,' APPROVED DISAPPROVED APPROVED SU".CT To A8M Call For Reinsp. city of Tigard ®uilding UePartr:nt 13125 SW Rall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection s Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. plbq. 70P Out Gas Line FINALS g Poet/Beam Framing -Bldg.Struct. San. Sewer poet/seam Mech. Rain Drain Insulation,, pl,) plbg. Underfloor Water Line ns GYP• Bd. -Nech. Time- Date Requested:_ — — L� LL Permit #s _*12_ U to Addreses Builders_j44-.1 "{ 1 / , THE FOLLOWING CORRECTIONS ARE REQUIRED: --- , a 1 . Date: Inspect-": - --------— -—- APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Rainsp. - CERTIFICATE OF CRD 17YOFTIOA OCCUPANCY '4 w>'x CI�YOFT16A4RD PERMIT i1. . . . . . . I 8UP90-0(: s.', COMMUNITY DEVELOPMENT DW_#flTJAEflT Ofteo" 19126 SW HWI Blvd. P.O.Boa 23397,Tigafd,Or"W 22311 VD-4175 D +753ATE I ENSUE D a 12/12/90 -- - — ---- -- PARCt~L a SITE ADDRESS . . t 13240 SW PACIFIC HWV ARCE 3s SUBDIVISION. . . . ZONIN LOT. BLOCK. " " " " " . . • CLASS OF WORK. sALT TYPE OF USL- - - ICOM OCCUPANCY ORP. I B2 OCCUPANCY LUAUs18 TENANT NAME. . . WR. BAKOS Remarks Tenant Mods 0ffi3_es for Dr. D^kos. Pass titions, nod. gas, suspecInp. et f,. Ownera ---...—.-._.....__.__......._----.__..._____—•-- --- AKOS t')R. N 1 '4N 5W PAL IC "WY T WAVI) OR 97x23 Phone #s Contractors CLARENCE 14ICOLI CONST. INC. t 4t:1OO SW C I POLE RD St1ERWOOD OR 97140 Phone #1 50:3-692--6el" peg #. . a 51742 Oc,cupancv of the above referenced building is hereby given, aand certifies the compliance with the State Of Oregon Specialty Codes for-, thw gro1.3P, or_ck_lp -y, and use r which the referenced permit was issued. RE DEPARTMENT _ __.$IJIL DING IN GEC, fOR ILDINC3 OFFICIAL POSY IN CONSPICUOUS PLACE - - 1 40 10®rpii 1 IN �q< TUALATIN V ALLLEYDFIRE & RESCUE P �F BEAVERTON FIRE DEPAR_TMENT FIRE MARSHALS OFFICE POSTED / (503) 526-2469 OCCUPANT -_ BLDG. PERMIT Q_ C;Oiv'f QACTOR 2 '�")�' � r PLAN REVIEW 0 PV,OJECT NAME _ LOCATION _L�j v�) � ='1 8= CC 9= WC 0- PiC ��` JURISDICTION: 1= Be. 2= Du. 3- h,C. `'� 5= Tu. 6= Sh. 7= Wi. FOLLOW-UPIREINSPECTION ATTEMPTED FINAL COVER (!iA5-)— SPECIAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood Extng Systems ❑ Conference ❑ Spray Booth ❑ Ceiling ove, ❑ other__ i' Date: �a_� - Inspector: I INSPRQTION Citl. of Tigard Building Depart-aent ( 13125 Sw Ball Blvd. Tigard, Oregon 97223 J l i�nepection Line (Rec-O-Phone): 639-4175 Business Phone? 639-4171 Inspection:_ —_— Footing Plbg. Underslab Mach. Rough-in Appr/adwlk Found. Plbg. Top Out Gas Line 1IMALt Poet/Beam Struct. San. Sower Framing Bldg. Post/Beam Mech. Rain Drain Insulation •-Piumb. Plbg. Underfloor Water /Line Gyp. Bd. -Mo h" Date Requeeteds iC� G� Times O AN PM Mdresa: s�D-��33 guilder: THE FOLLOWING CORRECTIONS ARE ABQUIRED: Innrw+rtor• _ _ - _ Dates r L r/ Z —9/1 APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap. INSRECTL IC City of Tigard duildinq Dopn t'mmt 13125 RK Hell Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone: 639-4115 Buainear Phone: - 71 Inspection: ---� % �, ez�) ____---- Footing Plbg. Underalab ~Mach. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL= Post/Beam St_ruct. San. Sewer Framinq -Bldg. Post/Beam Mach. Rein Drain Insulation -Plumb. Plbg. Underfloor Water /Line Gyp. Bd. -Mach. Date Requeetedt �� `7 -`1(� T.QjLmo�t Address: Builders THE FOLLOWING CORRECTIONS ARE REQUIRED: r 3 InspectorDate:_ — — — APPROVED DISAPPROVED APPROVED SMIECT TO ABOVE O' ' Cell For Reinnp. INSPECTION NOTICE � '`�,,�, City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oreqon 97223 Inspection Line (Rec-O-Phone): 639-0175 Business Phone 639-4111 Footing Plbq. Underalab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbq. Underfloor Water Line Gyp. Bd. -Mech. i Date Reepinstod:_ f U _Timet iLAM PH Address: Permit: #I Z) dr ) 3�, guilder: *X)<__��_ THE FOLLOWING CORRECTIONS AAF REQUIRED: All /hd7c'sC Inspector: Dates -1,00, G I v - __APPPOVED __DISAPPROVED APPROVED SUB.IRCT TO ABOVF. - X.-Call For Reinep. R♦ iw" '#t � � 'e!f � dell � - --------- - [:EF21 IF tCAi'E� OCCUPANCY CITY OF Tip, PERW T N. . . . . . . a BUP90-•02P3 �..R1f OF TW4RD COMMUNRY DEVELOPMENT D �T f�T ��e / DATE. I S SUED a 10/19/90 13126 SW Hell Blvd. P.O.Boos 23397,Tied,Oregon 97223(W)6.79-1176 —/ `i II T�E-ADDRLSEli. . FIWY PARCEL a 2S IO2CE 02200 SUBDIVISION. . . . a FREWINGS ORCHARD TRACTS ZONINGe C---G SLOCK. . . . . . . . . . I LOT. . . . . . . . . . . . . IS I;L.ASS OF WORK. eALT TYPE OF USE. . . a COM OCCUPANCY ORP. eB2 OCCUPANCY LOADe22 11 NAN T NAME. - . i Pemiirks : Fc^nant Mods OffiCes for M- biblu,11%, NW se1„t i.on of bldg. Owner : _ .---.--•--.______»______»___----__._._._ ROBERT GRAY PARTNER89 INC. P. O. Box 1016 914ERWOUD OR Phone Ne 694-4675 Cont ract or•e ROBERT BRAY PARTNERS► INC. P. O. B(iX 1016 01U PWOUD OR 97140 Phone *s 692-4675 Req #. . 1 65421s Occupancy of the above reforenc.ed building is hereby given, and certifies the compliance with the State Of Oregon !Specialty Codes for the gro'.1p, occupancy, and use under which the referenced permit was issl.le�d. FIRE DEPARTMENT ICU I L D I N I N8_7OR RUILDfNO CIAL POSTIN CONaFICUOUS PLACE _ CERTIFICATE OF' OCCUPANCYCI7YOFTIGAx pPEFMTT N. . . . . . . t bUG' 0_ 022 ' o�o COMMUNITY DEVELOPMENT DWWaNWIT 13i2SSwHoll Blvd. P.o.Boa 23397,ndvd,Oregon 97 DATE ISSUED r J6/05/90 _. �,� F'ARCE:Lr BSlfili'.(::tb G.li'_i:NH SITE ADDRESS. . . r t3230 SW PACIFIC 11Wti ZONING$ C•_G SUBDIVISION.. . . . f'RLW1N[JS ORCHARD 1RACTS ALOCK. . N..__ _._._._._.._LOTa8 ______._...__.______. CLASS OF WORK. a A1.1 TYPE OF' USE. .. . :COM OCCUPANCY GRP- 3B2 OCCUPANCY t_UADI TENANT NAME.. . . IDR. STRUCKMAN ReMsrkst Tenant Mode OffiCes fear Dr. +-"kc('.man, raectinn of bldg. Owners R. MARTIN JOHNSON Phone Nr c,orlt r ar.tar t ROBERT [TRAY PARTNERS, INC. P. O. BOX 1016 SHE RWOOD OR 97140 Phone NI 692--4675 Reg N. .. : 65424 Occupancy of the xbovc- referenced building is hereby given, Anti certifier the c,campl.iranr. e with the State (it Ora90" c;peCiailty C! .. """'SNM"y�i'' "�+y'�!"ir1+y►+>u�,},wu,+�Mw, 1Mp•�1': � . �{IN �q� TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE. (503) 526-2469 POSTED: �a OCCUPANT CONTRACTOR BLDG. PERMIT it PROJECT NAME PLAN REVIEW It� LOCATION JURISDICTION: 2= Du. 3= I:.C. 4= Tf. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER F NAL SPECIAL FOLLOW-UP/REINSPECIION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood Extng Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other Date: '�" � � �� Inspector: ��/� ��) � 1 (l INSPECTION NOTICE Qty of Tigard Building Department P.O. Box 23397 ( Tigard, Oregon 97223 /3zPhone. 639-4175 , Type of Inspection -_—,--;e'�N�_ - Date Requested.—__-'US� — �/li Time A.M. _P.M. 1Jo3 . -2 Address Permit I Owner _ Lot # Builder _ The following Building Code deficiencies are required to be corrected: Presented to Approved I Inspector --_ �- ----------- i Disapproved Date -----.� � ,.--- ---_..— CALL FOR REINSPECTION F1 YES F] NO .'r lsl � wr INSPECTION`TICE City of Tigard Building Department p O. Box 23397 Tigard, O,egon 97223 S11,0A? h/4A_.,o phone: 639-4175 Ll-L------- - Type of Inspection /I-1Time �U_0 _�- z 2 Date Requested _ fw Permit #�0��--?-- /.3 2 3U Sw � Address Lot # — Owner _ Builder corrected'The following Building Code defici rCies �--- I Approved 1 Presented to _- - ------�-�' - _ � pisappro%ed Inspector _ - - ---•�G) _(� _ �� Date (i CALL FOR REINSPECTION U-] YES F� NO pZIN Vq� TUALATIN VALLEY FIRE & RESCUE rA AND BEAVERTON FIRE DEPARTMENT Fh-'.F MARSHALS OFFICE (503) 526-2469 POSTED: R a OCCUPANT CONTRACT'jR BLDG. PERMIT it PROJECT NAMEcc,,'� PLAN REVIEW Ik LOCATION � 300 ��ciJ JUPISDICTION: 1= Be. 2= Du, 3= R.C. Tif. 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL /� CI FOLLOW-Ttp/REINSPECTION ATTEMPTED FINAL Framing Separation Walls Sprinkler System El Shaft ❑ Fire Dampers r-� (Overhead/UndeigroutLA) �►( Alarm System Hood' Extug Systems U Conference C� Spray Booth � 'eiling Cover � Ot!ier �j 0'-) TZ - 1 Ad7 -eAll .IV I e x 5 IT aim, F L�t tPA A. 1 Dates �jj Inspector: j :k NF 19 WlWW W 4 INSPi CTION NOTICE ------ City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone. 639-4175 " pp� v Type of Inspec+inn Date RequestedTI ne- _ A.M._- �_ P.M. Address �-� � _- b�ci ermit # - Owner _ - - _ ---------------- The following Buildi Code deficiencies are required q d to be corrected: I i / 11 - Pr,ase-lted to -y --- inspector l Approved f uire Disapp►ov�d �� CALL FOR REINSPECTION CJ YES 0 No ++rlr +w ell INSPECTION NOTICE City of Tigard Building Department P O. Box 23397 Tigard. Oregon 97223 Phone 639-4175 r Type of Inspection _ •—G y��` Date Requested �'�� 1(� Time A.M. ,P.M. Address Permit # "2 3 Owner Lot # Buileler Tha following Building Code deficiencies are required to he corrected: -------------- Presented to — -- --- Approved I . InspectorDisapproved Or ' -- --- CA L FOR R ,IN TION U YES ❑ NO i 119 CITY OF 'TIGARD RECEIPJ- OF rp-,YMENT RECEIPT NO. o9(.)--20!:048 45 0.00 CHECK AMOUNT i 1 NAM a L.J. E(AkIOS, MA).. F%c. CASH AMOLINI e 0.0c) ADDRESS o 13206 SW PACIFIC 1141611WAY r,AvtlENT DAIE, 091'21/90 3USDIVISION TIGARD, OR 9 7 2 77. PURMSE OF PAYMENT AMOUNT PAID r 1IRPOSE OF PAYMENT OtIOLINT PAID 3EWE F, 7US 132-SO SW PACIFIC HWV. DP. SAh 05 TOO AL. AMOUNT PAID v ° P IN vq� TUALATIN VALLEY FIRE RESCUE AND BE_AVERTON FIRE DEPARTMENT _ ®,1 FIRE MARSHALS OF1,ICE — T�A (503) 526-2469 POSTED: a RE OCCUPANT CONTRACTOR BLDG. PERMIT It PROJECT NAME - PLAN REVIEW It LOCATION r � lU d" ) �f7C 1 f�G I_�•T_ - ----- JURISDICTION: 1= Be. 2= Du. 3= I7,C. 4= ni 5= Tu. 6= Sh, 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UNREINSPECTION ATTEMPTED FINAL Framing ❑ Separation Walls ❑ Sprinkler System JShaft ❑ Fire Dampens (OverheadlUndergrouad) 1:1 Hood' Extu ❑ ❑ Alarm System g Systems Conference Spray Booth ❑ Ceiling Cover ❑ Other, - y ZE,7�_U ;, e Date: ��, }� Inspector: 't 3 36 +er INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 // Phone 639-4175 Type of Inspection _ _— Date Requested � �� — �Q �— Ti _ A.M. Address -_--_1`� Permit OwnerLnt #-- --- Builder —_�� .-- ---- ---_.. The following Building Code deficiencies are required to be corrected: Presented to __ F Approved Inspector ��__ _ ❑ Disapproved Date - �' ' — F CALL FOR REINSPECTION O YES ❑ NO SEW'.R C014NEC-1ION 1:1 F.,R III IT CITY OFTIGrARD Cf4� y0F TWRD P E K M IT #. SWR90-03L,* COMMUNITY DEVELOPMENT DEPARTMENT au.oN P R.T.M P L R 111 T P U P 9 0--P) 13126 SW Hmll Blvd. P.O.Sm 23397.TlpM,OMqDn 9744g6WyMli,4175 DATE, ISSUL.D: 09iII19/90 F:3111' ADORLSE). — I" 13i?30 SW PMFIC IIWY PPIRCEL: 25102CB 0 2 20 k SUBDIVISYON. F RJEWINGS ORCHORD TRACTS ZONING- (;---(3 D L 0 C 1 1%. . . . . . . . . . . LOT. . . . . . . . . . . . . :6 I'I`NONT NAME:. . . . . rVI. GIDE(ONS, RP'T IJSA NO. . . . . . . . . . e42385. FIXTURE: UNITS, . 18 C L 0 3 S 0F WORK. . . ;P L F DWE'.1-1-ING UNIT'.*).. . ' I T'YPIE OF' USE_. . . . . COM NO. OF' DUILDINGSct IMPERV SURF-ALJ�'. f TNSTALL. TYPE:. . . . LAUSWR 1,-c-niarks,- Teviaiit Mod; Of f i c,es f o r M. Gi bbor;!;, R.P. 1'. , NW sest ioll of bldg. Owl-ler: ROPERT (3ROY PPRTWf.:-RS, INC. type anIOUnt by date reept V),J). TIOX loj.!'., P R 11*T 4, 1.`:,00.00 POYM 41 J. 500. 00 3.ui 0':1/:1.9/90 SHF:RWOOD OR 0: 692-46'/�.,j M)BERT GRAY PARTNERS, INC. 1'. O. BOX 1016 51-ILRWOOD OR 9*11.40 1-hotie N« 692--46'75 1,-500. 00 TOTAL W. 65424 RLOUIRLD INSPECTIONS this Applicant agrees to comply with all the rules and regulations Sewer Ivispectior) of the Unified Sewage Agency. The p?Tsit expires 120 days from „_,___,____,•__._,_._,.......____,_,_.____ the date issued. The total amount paid will be forfeited if the ....... permit expires. The Agency does not guarantee the accurac) of the side SeWeT laterals. if the sewer is not located at the measurement riven, the installer shall prospect 3 feet in all directions from the distance given. if not so incited, the installer shall purchase .......... a "Tap and Side Sewer" Permit and the Agency will install a iateral. i ni i t t v-e Si q ii A 1;t-t v e I �yued B Y .......... ...................... ........ — Call for ivispPetioil 639-4175 CONNEC'TION CrryOFTIGrARD COMMUNITY DEVELOPMENT DEPARTMENT JDJ -0,Box 23397,T19oud,Onigon PI: Rill T 0. 13126SWHWIBW. P K'M"1* . . . . . . . GWR90 0326 TE J 09/1.9/90 01. !:)W PACIF'IC HWy FREW114GS ORCHARD I'RAC*T'S RD 2S1.02C14 02voi i LOT*. . . . . . . . . . . . . . ZONING: C-6 TENANT NAML. -DR. STRLJ(.,'K1l0N 1JSA NC). . . . . . . ,. :42384 FIXT(.)RF* UNI'T'S. . .CLASE; OF WOR14'. .. -ALT -.28 TYPf.,; OF DWELLING Lum 14'.:)7A L L T Y r-.,F.:. -141JSWR NO. OF WJILDINGS: 1 '"V 9 L)R F A CE . , , -1: f* RP111,A-0fisr 'reriaiit jyj c)d u C" ficeS for Dr. 'APM.A.-Xiall, F�W. spctj-011 C)f 1:11c1q. OwviRr- -EESR()D1;A'T GRAY PAR7NEKs, . 1-1.10. PDX 101.6 tyr)e A ni 0 I.t 1-1 t b Y date recpt P R Wr s ;30(.90. 00 �)HLRWOOJD ON V'A y 11 $ 3000. 00 JLH 09119lr40 692-46/5 W)BERT GRAY r,(4rN*7t,,,qERS. INC. P110. BOX 101(." r)HFRWOOD r.,R 9714 'rtoytF� illi L,)2-46,75 T;,Q'cl 0. . : 6,5424 :3000. 00 TOTAL. This A'OPlicart agrees to CUMDly with all the rules and requlation� RECIUIRF.-D 11,113r,EL"c'rIONS of the Unified Sewage Agency. The permit expires 120 days from Gsker the date issued. The total amount paid will be forfeited if the ------- permit expires. The Agency does not guarantee the accuracy of the side sever laterals. if the sever is not located at the measurement given, the Installer shall prospect ? feet in all directions from ...... the distance given. if not 50 located, the installer shall purchase a "Tap and We Sever" Permit and the Agency will install a lateral. ...... ............. Siq ....................... I'SSUed Dyn ................ ......... ..................... CA-1-1 for 111sPectio", 6,39---4 175 CITY OF TIGARD RECEIPT (IF PAYMENT Rr--'C',Eip'r NO. CIAECK AMOUNT a 4500.00 NAME. c ROBERT GRAY PARTNERS CASH AMOUNT 0.00 ADDRESS PO DOX 1016 PlAYMENT DATE a (.)9/19/90 SIDE I V I S I ON SHE RWOOD OR 97140 1.7233 rAcTFIC H14 Y PURPOSE OF PAYMENT AMOLJNl' PAID PURVE OSE OF POYNENT AMOUNT PAID 6 1(1-100.cK.) SLWER LJGA 9 W P9 0–0 12 —JV DR. STRUCKMAN, DIPPONS I01'AL AMOUNT PAID .1 t.'j () 0 IM •.r MW + IPW INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: j39-4175 Type of inspection / t` Time A.M. P.M. Date Requested — .1 Address - 13& Permit rwner -- Lot #---- BuilderThe following Building de deficiencies are req.eired to be corrected: Presentee: to -- — Inspector --- �_ nisapprnved Date _ CALL FOR REINSPECTION YES 0 NO TUALATIIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• 11.0. Box 4755 • Beaverton, OR 97076• (503) 526-7469• MX 526-2538 September 6, 1990 Roderick Hunt ADCOA, Inc. 2142 N. Killingworth Portland, Oregon 97217 Re: Tigard Medical Center Oxygen & Nitrous Oxide Distribution System 13230 S.W. Pacific Hwy. 6089C-380•-000 Dear Mr. Hunt: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Piping system for medical gases are approved conditional to the following items: 1 . Tests of Installed Piping Stems:_ An inspector from this office shall be called to witness tests of installed piping systems. Said piping system shall be tested in accordance with Uniform Fire Code requirements, including cross connection testing. 2. Approved .Plans on Job Site: One seL of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 3. Recglired Occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit . TIBC Sec, 307 Workint"Smoke Detectors Save Lives M WA WWL M WA MA WNA ar Roderick Hunt September 6, 1990 Page 2 If I can be of any further assistance to you, please feel free to contact me at 57.6-2502. Sincerely, -� .� Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department ,i` ;. 5Z, V, 44 i ..' ..._..........»,-__................,_•._.r.. .•-w...,....w.....r.._ ....._._.,._ ....,_...... ..r...,.w,Y.�...�i.r.�/r,...,h...�- - ...,•_....,...r.•r•,..w«.-..._.... . _ _ ..._. ._.r..... ..._.w-�........_..... ..r.. NeXT ....w ..........w+..r'...+,w.. .�r.:.�yr•��..r.«..wr.•._:.... « .t+•'......ww•..�_^r+.w.r••w� .w...._w�.•....•-ww:+...�...._. _....,•+�...�.. Y m .,. .giww• ++Ir•w....r,_._.,.�-.r..r�w..v-. -w......w.+r..._..a:.�•...+....- ...... t 4 � I r t r ti �Y�_"�► � �ter,. ^,.. .. '�.>'�y�.;� a Y r � t ` to R. IQ, IV ./� ;.�re•r...Yrr .... A ~ V ' J CMC \4i �� , i{ n t�s u n•u•f .......... •u.....,r....••1...r.• �n �y £ � •M'wwyc y _ * � - 1"- r 1 \I�� v..•.� l.a".a7 +�'�.3�7� PERWiT NO. _ ................. .......... I . _. _....._ - ..................................... . ,. 1.00 74 N +---, Job Addres.-- 1115-21-S Nc �' y. ics f 77 .1000 W�l MIN ��. .��' F R IMP RSEAL OFFICE . AP -ROVED . . . . . . . . . . . . . . . . . . . mx OJ IH%i Il.. '� CONDiPONALLY APPS;OVEC r. APPRO'k `L C--'c PI-ANG IS NOT D.N APPROVAL OF _ ONii'S:OtiS (WI 0 RSIGHTS. "N SEE A-I-'TA �TTER . . . . •.,�. .::. _._,.•....syl,. `�_.._._....... +......•�..,...«......_. ■.*.,.y,.,.�..A/rMu.r___.,.«.....•n-» _•,,......�w..,.w.,..«....,..•.....•.•.r....•..rr-...r•rb-...�•...�...+w. .. ...... __�.�._..r.�•....r.+ /�;6 ............. c, it> R r Y � A i i a 11111 1 u ,. F44 ) 54p/4p!p-. iiiiiiiiiii Will:.' �..��— l.� I ' - i � a �I r�' � / � '�!A'1� � � ^r ` �1 .y� J 4 � �r.� .. .. ,�, s .Y. - ..•. ... ,. , ., .. �. � w K - I ' ..� � ,��1Yjp'.•.•1 r• �,ar,r+4. w itr.,�-:.�.. -.r.,._r..-..f, . .. o. r n. u• - .. _ IF TRIS DOCUMENT IS LESSII 11111I III I III III III II III III ! II III III I I ( 1�T -1�1 1T III 1 1 1 1 1II 11 1 1 1 1 1 I ! i1 1 i l 1 1 i l l l l ! I 1 1 1 1 1 1 1 ��,� "�, � ; �, LEGIBLE; THAN THIS NOTATION , � I � I I IXTOBER IT __ _ 4 6 2? 1a 11 i 1 1 S DUE TO T�-IF QUALTTY Y C)r _.. ------ -- _. _..__ _._ LHE RIGINALDOCUMENT . - - --_ - 6Z gZ LZ 9Z Z � Z EZ Z IZ 0?, LI ! I I Fit gt I T -ET E 7. t iYtt OT I 6 8 ' L �� .III �� Ii�l IIII IIII�IIII .III IIII IIII III! I 'I i! � I I � ( Ilililll I►IIII� I I IIII IIII 1111 �Iil Illi IIII illl IIII IIII Ili�ll I I I I' � �� IIIIIIIIIII III IIII II � III I i III�II � VIII IIII III Iliiilllllllllll III�IIIiI Illlllill Iliillill IIIIIIlII II Ill � lI i IIIIIIIIIIII�II( i Iil�l ,I, II. 11111.11Il�ti a. t d' x-4 (0 late L o �__J -7 07 40 0 Vd� Lv -A xw x woo 4 f--i't C�i-� v 40 Kum M- �4 IJFX-ZIL&PW-TK X -XKX U cWrt 0 �J 111 FQNL6U 16 1 Way 0 0 V V �J(gx 10 lwfw I o- A CITY OF TIGAAD Apprnvnta ......... dd 'o' az In , zv two . ..........................w*....... ........... NIT- A'j MS �Z067P By: !"`�. I r00) F Low A �► to AtM %.'4iL1.tv* NK A.- AiSHAL OFFICE APF"OVE-0 . . . . . . . . . . . . . . . . . . . CONDMOINALLY AJ__'Pr!0VED . . . . . . . APPRO' VAL C*'%�: PLANS 1,5 NOT AN APPROVAL KOF OWSPSiONS Oil OVERSIGHTS. I _m�`1 ;ti I,t:1 I'1-3�... I. 1- .I. r... 1...1 .I. 1 `',� `.'"'_.'" .........,....,. ..�........�..�........� r�> L all SEE AT D LEI'TE rR . . . . . . . . . . 11 4 IF THIS DOCUMENT IS LESS I LEGIBLE THAN THIS NOTATION , IT IS DUE TO THE QUA f" TTY OF 1 , - -1181 OCTOBER 2 199%3 4�f -, ,rHE ORIGINAL 1-1A)CHMEN No.36 IIII OZ' 111611 III-I-W T 11111101II 1111111611 8 T * 1 9 3 Nil" III 111T I F1111 0 , 7 L 4t 4 AMAMA I /0/Q i.- TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076 • (503) 526-2469• FAX 526-2538 September 4, 1990 I Bob Gray Robert Gray Partners, Inc. j P.O. Box 1016 Sherwood, Oregon 97140 Re: Medical Office Building J13230 S.W. Pacific Hwy. 6089C-380-000 Dear Mr. Gray: I am in receipt of all materials regarding the ceiling located between the garage area and main floor area for the above captioned property. All materials appear to be elements of rated systems, however, it is hard to correlate the information to determine that it is a total integral fire rated system, tested by Under Writer's Laboratories. Furthermore, I believe the original conditionally approved plans were stamped by an architect, therefore, any changem *o these plans need to be endorsed by that architect . If the individual component materials submitted to this office for approval are all specific items noted for a complete fire resistive floor/ceiling listed assembly, then have the architect of record for the original plans submit a letter stating that he wants to change the plans to reflect the use of these materials, along with the listing number from Under Writer's Laboratorie:!v for a fire resistive floor/ceiling system. If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchi.11 Deputy Fire Marshal GB:kw cc: Tigard Bui ', ing Department "Workfnt"Smoke Detectors Save Lives INSPECTION NOTICE City of T igard Building Department P.U. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection ,./� L Date Requested_ 7 ;I �� Time A.M. P.M. Permit Address — #. -- Owner Lot # _ - I Builder -� The following Building Code deficiencies are required to be corrected: P-Stented toT! Approved Y - Inspector Disapproved Date CALL FOR REINSPECTION ❑ YES ❑ NO I \ 1 TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 August 27, 19.90 Roderick S. Hunt President ADCOA, Inc 2142 North Killingsworth Portland, Oregon 97217 Re: Dr. Ivan Bakos Clinic 13230 S.W. Pacific Hwy. Tigard, Oregon 6089C-199-002 Dear Mr. Hunt: Thank you for your letter dated August r5, 1990 regarding the above captioned project . This office would request that plans be submitted prior to installation of gas systems designating types of materials and other compliance requirements with Uniform Fire Code Article 74 . Additionally, this office still has not received ventilation plans, shaft plans and construction plans for the enclosure for the gas cylinders or the shaft to ventilate the enclosure. If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department "Workine"Smoke Detectors Save Lives INSPECTION NOTICE City of Tigard Building Departmen P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested � _ 1'irtn A.M. P.M. Address �' Permits Owner _____ ` _____ Lot # Builder The following Building Code deficiencies are required to be corrected: (II Presented to _ -_---- ---- -___ (Approved Inspector Date CALL. FOR REINSPFCTION ❑ YES 0 NO LMLw •� �r 416 TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive+ P.O. Box 4755 • Beaverton, OR 97076• (503) 526.2469• FAX 526-2538 August 14, 1990 Robert Gray Partners, Inc. P.O. Box 1016 Sherwood, Oregon 97140 Re: Alternate Material Method (Doctor Bakos) 13230 S.W. Pacific Hwy. 60890-380-000 Gentlemen: After due consideration of materials Submitted to this office, we are allowing alternate materials and methods as requested in lieu of true one hour corridor construction complying with Uniform Building Code 3305(8&h) with the following conditions: Condition 1 . Alarm System: Alarm system in �irridor and Doctor Bakos, office be tied together. Condition 2. _Water Flow: Water flow from automatic sprinkler system be tied to alarm system. Condition 3. Alarms: Alarms shall be heard in all occupancies w;th normal background noise.. Other items of consideration fo-. this decision were that each office entry is within a few feet (12 or .less) of a direct outside exit. Occupant loots were minimal for this corridor system and building was equipped throughout with automatic sprinkler protection. If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, ,r Gene Birchill "l Deputy Fire Marshal GB:kw cc: Tigard Building Department Tenant Files "ff'arklnj"Smoke Detectors Save Lives RobertGrayPartners August 13 , 1990 Tigard Building Department c/o Jim Jaqua P.O. Box 23397 Tigard, OR 97223 Tualatin Valley Fire & Rescue and Beaverton Fire Department c/o Gene Birchill P.O. Box 4755 Beaverton , OR 97076 Robert Gray Partners, Inc. has attempted to provide a fire safe building. In lieu of the one hour corridor we suggest ( see Gene Birchill letter, March 20 , 1990 ) aluminum aluminum storefront frames w/solid core entry doors ( oak ) closures & latches provided. ---See elevation. Low temp sprinkler heads will be provided as directed for washing of storefront area. Building has complete sprinkler system and as originally planned smoke detectors per letter dated, March 20, 1990. Note: From plan a person coming from professional suite travels a max of 16 ft . in corridor before getting to exterior of building. Very Tr ly Y' urs , Wo� � art/Gray Rbber Gray Partners, Inc. Russell Leach, Architect Robe Gray Partners, Inc. Dr. Marti ohnson Pacific Properties t P0. BOX 1016 • SHERWOOD. OREGON 97140 • (503) 6914675 i I f Ar �- �o f . I CIIYOFTIGARD ,� BUILDING ["ERMITCOMMUNrrY DEVELOPMENT DEPARTMENTC �OFTI PERMIT #. . . . . . . ; 1-4 U F'9 0 0 i?3 J 13125 SW Hyl Blvd. P.O.RM M97,Tl"M.Oregon 77223 V'RIM. P'ERJ1IT 0. - BUF,90MrooN 0 i 3 1)(IT11" ISSUEDs 08/08/go SITE ADDRES SW PACIFIC HWY DARCEL. SUBDIVISION. . . . : Z 0 N I N G FLOCK. . . . . . . . . . a LOT. . . . . . . . . . REISSUE: FLOOR EXTERIOR WALL CONSTRUCTION- (CLASS OF: WORK. :ALT F*IRST. . :2752 sf N- S W TYPE OF USE. . . :COM SECOND— : sf F)ROTECT TY I'E OF" CONST. '.2 F'R THIRD. . . . - s r N: So E; W OC'CUP'ANCY GRP,. :BP TOTAL-___.._..._._: 271!,2 s,f ROOF* CONS I :B FIRE RET?:Y 0(.`CUP,ANCY I-OAD918 BASEMENT. : -,f AREA SEP. RATED: S TOR. e I H T. :24 ft GARAGE— : of OCCU SEP. RATED: BSI IT?iY ME.-:7l.?-lq RE CSD SETBACKS---,----------. REOU I F'LOOR LOAD. . . . :50 psf L E FJ t ft RGHT: ft FIR SFIKL:Y SMOK DET. . eY DWELLING UNITS. FRNT- ft REAR: ft F*TR ALRM.-Y HNDT.("F'DET. . EILDRMS c BATHS IMF' SURFACE: P,RO CORR:Y PARKI'NGs VALUE.$: 55P50 R e in a r k.s z Tenant Mod: Offices fo-r Dr. FlaE�os. Plartitions, mecl. qas, st.(sj.). 0jjjq. Owner: F-EES C F'. NICOL]' CON.1:)1RUC (*ION type anlO(Allt by date recpt .13560 SW HALL BLVD PIAYM $ 116. 03 JLiH 07/05/90 20235*/ PIRMT $ .30.1.00 TIGARD OR 97223 FILCK $ 195. 65 6.39-2983 F*I RE' $ 12O. 40 r 5rICT 15. 015 Contractc)-r: 516,. 07 JL.H 08/08/,go CLARENCL NICOLI CONST. INC. 1.4800 SW C I'P'0 L E R1? SHE RWOOD OR 97140 Phone #:: 50'3---(:,9 i'-6 0 8 0 632. 10 TOTAL R e rl 51742 This permit is issued subject to the regulations contained in the F`r a ni i n r .4 Iiisp Tigard Municipal Code. State of Ore. Specialty Codes and all other IVISUIAtioyj I)ISp AaPlicable laws. All work will to done in accordance with Gyp Boa-rd Twisp ...... approved plans. This permit will expire if P k is not started SUSP Cei 'llinkrlsp within 180 days of issuance, or if work is suspended for mire Final :[,.Ispe(.,tj.(- than 180 days. ............... -rniittee SiqnAtt.tr e ......... . Isst.ted BY : .1 for inspection 6139-4175 MR W SEWER CONNECTION P E F:..'PT* CITYOFTIFARD I =IWARD PERMIT ##. . . . . - SWR90--0324 COMMUNITY DEVELOPMENT DEPARTMENT 04PRIM. PERMIT #. ,. BUP90 0233 13126 SW Hldl Blvd. P.O.Sm 23397,T196M,0 97M. r)P?.Q�J76 DATE ISSUED: 08/08/90 SITE ADDRESS. . SW PACIFIC HWY PARCEL-- 2S102CP-02,300 SUBDIVISION. . . . P'RE:WIMGS ORCHARD TRACTS ZONING- C-6 DL.00K. . . . . . . . . . a LOT. . . . . . . . . . . . . ..8 T E:-'!.NT NAME.. . . . .. A DR. BAKOS USA NO. . . . . . . . . . :42352 FIXTURE UNITS. . . :54 CL.ASS OF WORK. . . -Al.-T DWELA—ING UNITS. . a3 TYPE OF USC :CUM NO. OF BUILDINGScl INSTAL-1— TYPE. . . . u BUSWR IMPERV SURFACE. . : s-f Tenant Mod: Offices for Dr.. Bakos. r-"artiticins, nied. qas,, st.tsp. C1111tl — t PEE. (Jw)-ie-(,-. S C. F . NICOLI CONSTRUCTION type anIOUI-it by date -r e c p 13560 SW HALL BLVD P R 11T fi> 4500. 00 TIGARD OR 97223 Cc)iit-ractc)-r.- (A-PRENCE NICOL.1 CONST. INC. 1.4800 SW CIPOLE RD �.?1-1 E'R W U 0 1) OR 971.40 1-:1hurie 14--, 503-•(:,92- 60C10 4500. 00 Req #. . .- 51142 REOUIRED INSPECTIONS This Applicant agrees to comply with all the rules and regulations Sewer Iiis-pecticiri ...... of the Unified Sewage Agency. The permit exoires 129 days from ............. the date issued. The total amount paid will be forfeited if the ........... aervit expires. The Agevicy does not guarantee the accuracy of the side sewer laterals. If the sever is not located at the measurement given, the installer shall prospect 3 feet in all directions trom the distance given. If not solocatv�, the installer shall purchase .......... A "Tap and Side Sever" Permit and th n Agency wiIP�V, lateral. ........... ...... F. I-e r n,i 1:t P e S i,I,ia i,Lk f' Isst.ed By." ....... Jill Call for irispectic)ii 6139-41'/5 C17YOF 1 IFARD CITY TWRD COMMUNITY DEVELOPMENT DEPARTMENT 01200N 13126 SW HWI Blvd. P.O.Sm M97,Tlgafd,Onegon 97223(603)&194175 PL U M P IN G P E:R M IT V'ER hl I . ... . . . . . PLM90 -.0138 N. : DUP90-0233 639--4111 DATE ISSUED: 08/08/90 SITE ADDRESS. . . 2 4,4e" SW PACIFIC HWY PARCEL.- 2S102CB--02300 SUBDIVISION. . . . - FRE'WINGS ORCHARD TRACTS ZONING: C----G BLOCK. . . .. . . . . . . .. .................. CLASS OF WORK. . :ALT GARBAGE DISPOSALS. . '. MOBILE HOME SPACES. : TYPE OF USE. . . . :!COM WASHING MACH. . . . . . . : 1 BACKFLOW PREVN,rRS. . -. OCCUPANCY GRP. . :B2 FLOOR DRAINS- -- -, TRAV"S. . .. . . . . . . . . . STORIE'S. . . . . . . . i: 1. WATER HEATERS- -- ., CATCH FIXTURES-_...._..__ ........... LAUNDRY TRAYS. . . . . . SF RAIN DRAINS. . . . . SINKS. . . . . . . .. . . ...4 URINALS. . .. . . .. . . . . . . „ GREASE LAVATORIES— . — - 11 OTHER FIXTURES. . . . . .. I TUB/SHOWERS. . . . : J. SEWER LINE (ft) - -. - WATER CLOSETS. . s2 WATER LINE DISHWASHF.:'RS. . . . a RAIN DRAIN R(-:?niartf.s: Tpri,%krit Mod: Offii"es fo-r D-r. DAf.os. 1-1,A-rtitioris., nied. gas, SUSP. C11-1g. ('I (-,. Owner FEES C. F. N.'.'COLT CONSTRUCTION type aniMlllt by dAte 'recpt 1:35GO "-l-.',h- HAL-1- BLVD P R MT 150. 00 PLCK 1i 37. 50 i OR 97223 5PC1* $ 7. 50 Phonu 0: 639 2 9 6.*3 PAY11 $ 195. 00 JLH 08/08/90 Coiit-rautor.- CLARENCE NILOL.1 CONSI . INC,, 14800 SW CIPOLE RD SHERWOOD OR 97140 PI-101le #-. 503-692-6080 $ 1.95. 00 TOTAL. 51742 REOUIRED INSPECTIONS This permit is issued subject to the regulations contained in the ROUgh-in Ins Tigard Municipal Code, State of Ore. Specialty Codes and &.1 other PLII/Unde-rf loo-r applicable laws. All work will be done in accordance with Top oLit Iiisp approved plans. This permit will expire if work is not started Misc. Trispe(-tion within 180 days of issuance, or if work is suspended for more Fivial liispec.-tiori __----- thar. 188 days. Pe>'rniittpc- SigriAiAt-r .................... ............ Cala for inspection - 639-41.75 EW ■w MWA mw A MECHANICAL CITYOFTIFARD r'F'RrII'r C11Y OF';�ARD I»'E.k M.l T >11. . . . ,. ., . : MEC-90--0161 COMMUNITY DEVELOPMENT DEPARTMENT OR10cm PRlrl. PERMIT 0. : BUF:190-•023;3 13125 SW FW I Blvd. P.O.Box 23397,T�PM,Onpon tj �r L75 `� D A'T E: ISSUED: 08/08/90 5IT'E ADDRESS. •r . ' - 541 PACIFIC ITWY PARCELS 25102 CB•-•0230f�J SUBDIVISION. . . .. a FRE.WINGS ORCHARD T'RAC'T'S :?ONING: C-G BLOCF' LOT'. "8 CLASS-OF�WORK. . :ALT -_`-_- FLOOR TURN. . . w : EVAP COOLERS: 'TYPE OF USE. . . . SCUM UNIT HE:ATE:F"I. . I VEN'T FANS. . . :4 OCCUPANCY GRP. . :B? VENfS W (" HPPU: VENT' SYSTEMS: li'TURIES. . . . . . . . 11 BOILERWC OMPRESSURS HOOPS. . . . . . . : [-UEI_ 'TYPES-- --- ___.__...._ 1-3 HP. 2 DOMES. INCIN: /GAS/ / / :3 -1J HF'. . . . COMML. INCIN: 11AX INPUT:27000 BTU 15-30 HP. .. ,. ,. . REPAIR UNI1'w>>: f-IRE DAMPER87. . :N 30-50 HP. ,. .. . WOODSTOVES. . : GAS PRESSURE. . . IL 50+ HI'. „ ., . : CLQ DRYERS—: NCJ. OF' UNITS-----._----- AIR HANDLING UNITS OTHER UNI'T'S- : 1 F'URN < 1.00K B'iU: <•~ 10000 cfm: l GAS OUTLET'S. F'URN )=100K BTU: > 10000 cfm: v2emarks: 1'e11i11t Mnd : Offices, fc�r Dr. Bakcos. I''art: tiov med. gays, yUyf�. CI1-)q. etc. Owner•a --.___._..._____._____ _._�__.__....__._.__._._. FE S C. F. NICOL.I CONSTRUCTION type ampunt by date reept 135(-,0 SW HALL BLVD PRMT $ 45. 00 PLCK $ 1.1. 2; T IGARD OR 97223 3PC1' $ 2. 25 I='17cone 40: 639•-2983 PAYM $ 58. 50 JL.H 08/08/90 l,(o1')t'1`act 0,(1% -»_....____..._...__....... _. ......_. .....__. C;L.ARENC:E NICOLI CONST. INC:. 14800 SW CIPOLE RD `:>FTE:RWOOD OR 97140 ...._._._._.._.-_.._..._........._..__..__.__.__. 1:t1i one tt: '50:3..-692--6080 $ �;13w .',0 'TOTAL -.-_--•--•.- REQUIRED INSPECTIONS •--.--.._... this permit is issued subject to the regulations contained in the Gas I. i1'1e I1'1'sp Tigard Municipal Code, State of Ore. Specialty Codes and all other Mec hay.(cal 111s;F1 applicable laws. All Mork will be done in accordance with Heatinq Unt Insp ---- --•_- approved plans. This permit will expire if work is not st&rted Coco l i.ng 01t InsP —_._.__•___ ---•---•-,-- within 189 days of issuance, or if work is suspended for more DUct Inspecticorl than 189 days. Final Irosyper..ticon __..� �._ ....._. —..._.._..._............ I )i� f'c�r m i t t e ra Sig 1'1 a t t�.'r e. _ .. ...._.__...___._...._-....__._._._..__....__..... ._...».__»».___..-____..._._._._.__........_.... 1 s U e d By- ........ y; ._..__.___....._...... ........- C:a:ll far insrlectiron _.. F;:.i`a.-417`� I Iff 1111 Receipt # CITY OF TIGARD MECHANICAL PERMIT .Permit - 13125 5W HALL BLVD. �r1/�'� � �� P. O. BOX 23397 oeecrlption Table 3A Mechanical Code o'Y PRICE AMT TTCARD, OR 97223 - ------ " - -- 1) Permit Fee -0- -0- 10.00 (503)639-4175 -- - - - ( - Name or oevebprtertt 2) Supp!emental Permit - 3.00 - Furnace to 100,000 BTU 6.00 JobMf�_ J 11 incl.ducts&vents - Address ' Tax 1_011 Map No 2) Furnace 100,000 BTU 1 7.50 incl.ducts&vents _ Lot Block Subdivhbn -- — — Name(or name or business) 3) Floor Furnace 600 incl.vent Mailing Address _ Phone 4) Suspended heater,wall heater 6.00 Owner _or floor mounted heater - -- --- Zip -- 5) Vent not incl.in 3.00 City/State _ _appliance permit — Name(or name of busiM!ss) 6) Repair of heating,refr ig., 600 cooling,absorption unit - 1---- --� ` Mailing Boiler or comp to 3 HP ngAddress � --Phone 7) 6.00 Occupant _-- absorp.unit to 100,000 BTU — -- --- - Boiler or comp to 3 HP-15 HP 11.00 city state _ Zip 9) absorp.unit to 500,000 BTU - Name -- 9) Boiler or comp 15-3C HP 15.00 absorp.unit t.I:,-1 million - Marling Address Phone 10) Boller or comp to 30-50 HP 22.50 absorp.unit 1 -1.75 million Contractorc;ty;slate - Zip 11) Boiler or comp to 50 HP 31.50 absorp.unit 1,750,000 BTU _ State Registration No City Bus Tax No 12) Air handling unit t0 4.50 1 5 0 10,000 CFM_ _-_ 13) Air handling unit 7.50 1 hereby acknowledge that I have read this application that the information given is 10,000 CFM + correct,that I am the owner or authorized agent of the owner,that plans submitted are in --- compliance with portable h Stale laws,that I em registered with the Slate Builders'Bo; i 14) p 4.50 number given is correct (If exempt from Stale registration please give rease 'I, evaporate cooler 15 ) Vint fan conn3cted 3.00 - - - - - to a single duct / 1� -- ---" -- 16) Ventilation system not 4.50 included in appliance permit 17) Hood served by 4.50 mechanical exhaust Signature(owner or spent) Dare 16) Domestic type 7.50 - -�---- incinerator Describe work C] addition LJ alteration l`3 repair f I - --- - to be done residential Ll non-residential T-119) commercial or industrial 30.00 type incinerator Existing use of Other i.e.,woodstove,water building or properly ____-_ -. ------- 20) 4.50 _heater,solar,clothes dryers,etc. Proposed use of building or property ---------- - - 21) Gas piping one to four outlets 2.00 ;g),,. I Type of fuel- oil ❑ natural gas Q LPG [ 1 electric f i 22) More than 4-per outlet NOTICE SUB-TOTAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 _ DAYS, OR IF CONSTRUCTION OR WORK iS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL 1. t ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER -� --- --- - TOTP,L WORK IS COMMENCED. - - -- Special Conditions_ Date issued_ __ -_- by -TTY OF IAGARD PEC ETPT- OF PAvmE.,w, rZECE[PT r1o. &Al 'Oc,;. tlL! CHEC+' Apjop�j,r 7R . .!7 A D 0 P F 1.7"206 PAC r F T.C ' ,f CASH Amclupj-r PAYMENT DATE TIGAPT. CIP 9-)—,-- U D D I ,,,t si(IN UPPOSE OF PAYMENT AMOUNT PAID PLIPFC)", OF PAYMPjr (4MOljN7 PA f D MECHANICAL PE- 701 . MIDINC, Pr-.Pm 4 ST. BUILD PER PLAN CHECIFE77. 157 -R!AL.AT IN VA( I SO) PAC JFJC PAID 7"'13. 15-,- INSPECTION NOTICE City of Tigard Building Department P O. Box 23397 Tigard. Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested O - �U Time A.M. P.M. Address _ c� 3 o Permit # 7� Owner - Lot #_ Builder ----�,' --- G 57 G ---- The foho.•ing Building Cb a daficWi-ies are requiree to be corrected: / I i Presented to w W •J ' .... �� R Approved Inspector ` t-- L Disapproved Date CALL FOR REINSPECTION CJ YES F rN_0 Robert flay- Partners JIM u)Aq>UA .HT1 M GP Tl OCA Trf)t7A\� WITH- "7 ITH- NT A+JC;i�tf;-;:C-,- ff?&U1=cTyl Inc) A-t\) c F 17-70 o -- 77. N - Iz-A T�7-p -tv l Nps cTSS/all TtP X PO. BOX 1016 • SHERWOOD. OREGON 97140 • (503) 692-4675 Robert Gray Partners Inc. `�-t-►-,1�N�c.�=� f=�fz. fou Imo- �� P.O. BOX 1016 • SHERWOOD, OREGON 97140 • (503) 692-4675 -f uRGENS ASS ( _ F - 02 oil l I rw'(wlT VIA4 f, /'✓�u�i T ':�- /_ i!'~:�- y, i�� 2� �04 0VJ �3+v /A/ 54V10�t?7�,,-� 47 FtAF, V.—2., �� Po�iyl mil�� , �u�`�• /�1trL4 / LAN r rjr►'�OIG N�7�� T�iPlAFT"- 10 41 wAu-- 2a �f vile OIL Pr�YI - �' ;ip F3 I:. Gid, -r4> rte joq GV✓�7�l.� 001 "l-loo et"DX zi�t,�006 ' I -- w + wR + w[ I •w 'wa Al.lr - 3 - 90 FR x 1 4 32 JON R _ sLIFtGF7 Is fL ASSul C RECOYERt 14' � a 127 EOUP. ROO SWRGIE - RSI � i _ I (" STUq WALL. 2 ---- —° 3 126 MEP. GASES IAJl,�!On 1204 l 119 --- •— r S RU G JAN, "17 RECOVER �n ,fel I 1 f I N.I.-c- I I 112� Lill 'JAN. - _ I 11 i C NTR L1ly I FJ (4 TYP 12 / DRESS CORRIDOR i L SURGERY N 116 I AN/ II I ! 12 I STERJ �_ i STUD wt,- G,.SII - tY/' tin►-,n.r 1080 EDITION 74.107.74.204 74.204 UNIFORM FIRE COBE Storage and Use of Cylinders less then two vents of not less then 36 square inches in area.One vent shell be Sec.74,107,(a)General All compressed gas cylinders In service or in storage within 6lnches of the floor and one shell be within 6 inches of the coir g, shall be adequately secured to prevent falling or being knocked over. EXCEPTION:When an exterior will cannot be provided for:he«xsm,auto- meticsprinklersshellheinstalledwithinthemomtmdthetoom•4allheveniedtothe EXCEPTIONS; I Cnmpresud gas eylinden in the geneses of examination. servicing and refilling are exempt from this section exterior through ducting contained within a one-hour-rated shaft enclosu,e.Ap- proved mechanical venuution shall provide six air changes per hour for the room 2 Medical gas cylinder:may he stored and coed in the hnnzontal position to accordance with nationally recognized standards (b)Use Wllhin and Security of Enclosures.Rooms or enclosures for storage Al cylinder filling plant operations and sellers' warehouses,the nesting of or use of nonflammable medical gases shall not be used for the storage of any tightly stacked cylinders is considered an equivalent safe method of onrage, other materials.No electrical or gas apparatus other then an approved heating device to keep the enclosure warm in the gases will flow shall be permitted (bl Nitroso Oxide.Nitrous oxide cylinder shall he attired In a secared arca. therein Enclosures of supply system.shall be provided with dorms or gates. General Safety Regulations Locking devices shall confit in to Section 3304(c)of the Building Code, Sec.74.109.legible operating instructions shell be maintained at the nperet• (c) Heating and Electrical Equipment In Enclosures. When en;losures ing location for any installation that requires any operation of equipment by user. (interior or exterior)for supply systems arc located near sources of heat,such es furnaces, Incinerators or boiler rooms,they shall be of construction so a to Smoking shall be prohibited in or around supply system enclosures, "NO SMOKING-4)XYGEN"or similar warning signs shall be posted In the enclo- protect cylinders from reaching temperatures exceeding 125"E(leen electrical sure conductors and transformers shell not be located within 20 feet of openings of enclosures.Such enclosures shall not be located within 25 felt of oil storage tanks. DIV10)Ion 11 Ordinary•leLtrical well fixtures In supply rooms shall be Installed in fixed MEDICAL locations not less than 3 feet above the floor to avoid physical damage. (d)Manifolds.Manifolds shall be of substantial construction and of a•lesign Scope and material suitable fur the service pressure involved.Mechanical means shell be provided to assure the connection of cylinder containing the proper gas to the Sec.74.201.This division shell apply to flammable ei,esthetic and nonflam- manifold.Cylinder outlets shall comply with nationally recognized standards. enable medical gases at hospitals or similar facilites and to fixed installations of nonflammable medical gases Intended for sedation wherein the patient is not (e)Hose and Flllinge.All flexible hose and D.L .S.fittings used to connect rendered unconscious,such as,but not limited to,analgesia systems used for the pressure regulator to the fixed piping on the low-pressure side and also used to dentistry.podiatry,veterinary and such other similar uses, connect the dispensing unit to.tie outlet stations shall be o,a type approved by the Deflnitlone fire chief,the hose and fittings shell have a bursting preset re of not less than four times the maximum v orking pressure.The hose shall be s maximum length of 5 Sec.74,202.For definitions or CENTRAL SUPPLY,D.I.S.S.DIAMETER- feet end shall not penesate wells,floors,etc. INDEX SAFETY SYSTEM,FLAMMABLE ANESTHETIC,NONFLAMMA- BLE MEDICAL GAS and PIPED DISTRIBUTION SYSTEM,see Article 9 (f)Connections to Regulator,Manifold or Piping.Threaded connections between the regulator and either the low-pressure manifold or piping syst-m shall Cylinder Storage,Handling and Use be noninterchengeable connections complying with natinnally recognized Sec.74.203.Cylinders containing flammable anesthetics and nonflammable standards. medical gases in facilities within the scope ofthisdivision shall be stored,handied (g)Sizing of Piping.The pipeline system hall be capable of delivering a Nonflammable Medical Gas System pill and used in accordance with nationally recognized good practice, is minimum of 50 sl n all outlets at the maximum flow ate. Sec,74.204.(U Location.when nonflammable supply cylinders for medical (hl Pressure Regulators.pressure-regulating equipment capabl s of maintain- Sec. systems are located inside buildings they shall he In a separate room or ing the minimum flow rate tit the pipeline system shell be installed oeach enclosure separated from the rest of the building by not less then one,-hour fire• cylinder upstream of the final pressure-relief valve as shown In Figure No. I. resistive crnstruction, Doors to the rmm or enclosure shall be self-closing EXCEPTION:Systems using approved ma0rold-type Installations. smoke-and draft-control assemblies hexing a fire-rrotection rating of not less (i)Check Valves. When actinr as a reserve supply,a check valve shall he than opt hour Rooms shell have at least one exterin•wall in which there are not iretallerr netween each cylinder lead and the manifold header as shown in Figur- 173 17e =W&IW&MRALMRAMENELM-NIALMAK'MARE ' �!MM:xwi-yelr,*�awA+Mq+�dyb"^�YwrAMMrII'r+ �Mrnr.o--4..,ftid174ti 'a.cLai9{c,�+NM.i !riaS!�t�+f+ie��+ �pfIN vq� TUALATIN VALLEY FIRE & RESCUE: AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (0503) 526-2469 R POSTED: OCCUPANT _ ✓4k h44 c 4 LJ)Al,(J _- CONTRACTOR C fZ A Y BLDG, PERMIT PROJECT NAKE PIAN REVIEW 4k LOCATION _ - JURISDICTION; 1= Be. 2= Du, 3= I.0 4= T' S= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC CFINAL SKC,IAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL 1� �- Framing F-1; Separation Walls Sprinkler System r� Shaft LJ Fire Dampers (Overhead/Underground) u Alarm System 0 Hood Ext;ug Systems El Conference Spray Booth El Ceiling Cover Other �'Mt AJ6 Ivl LAN4 42,11/5 TO-A wS 4F— S7.,M K � ��S 4- -eu o o+L'r / .,t "F `ie��( Gdn/f 1 41v Y-L ! �'i� — Q�B yG+,, S i S ti G C-,v'1l 6 5j�rje' a. ` c 4-"5 60it/5 11 G l 1 Dates Inspector: INSPECTION NOTICE City of Tigard Building Department P.O. Brix 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection .__ , Date Requested a — – - --- Time — A . P.M. gU P Permit Address Owner U_ Lot # _ BuilderThe following Building Code deficiencies are required to be corrected: u i Presented to - _ Approved Inspector JLE� -- - -- -- - ❑ Disapproved Date ' CALL FOR REINSPECTION ❑ YES [JNO �► � �w sr � ■s ww �w INSPECTION NOTICE �i✓�%/`w' City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection � - i�---_ Date Requested �3�' 9 a Time T -- A.M. P.M. BU� Address � p Owner--- Lot Builder — Tho. following Building Code deficiencies are required to be corrected: Presented to��/' — Approved Inspector F] nlsopproved Date _ - -- -- CALL FOR REINSPECTION ❑ YES ❑ NO -- - - OFTIGrARD -----_ T3UILDII�IG PERMITv CITYCIiXOFTiGARD I!E:r.MI T' N. . . . . . . . DUK •)0•'-02213 COMMUNrTY DEVELOPMENT DEPARTMENT ++SOON ,'RIM. PERMIT tT. ° BUF190 0223 13 125 SW I WI 8W. p.0.a-23397.TOW,Or+9w 97223 l ?t }� 1 I)A T'E ISSUED: 08/02/90 - --- --- PARCEL: 2ra102C B--022 0H SITE ADDRESS. . . : 1 1c.ib ,`.)W P'ACIF'IC HWY ZONING: C:--U SUBDI:V[SION-- . . « : FREWINGS ORCHARD TRACTS T•:+I_CICK., . . „ « . « » • • s LO 1 . . . . . . . . . ,• u « « a 13� _._..._.._._._._._..____._.._..._.._._._._._....___....__._____...__. _.._ .........._..._....._....__.__.._.__-____....__..____.__.._.......-___._...._ EXTERIOR WALL C;ONS'T'RUCTION- F.E:ISiSUE.: F'L.FIR T. .. .i_-_.___. •---f 1 PROTECT W: (. LASS OF WORK. :ALT F'IRST. . « » s ].56c? 'f N° OPENINGS':'-_---_____.. .... SECOND T'YP'E OF USE» » . :COM E Ni S: E.: W. TYP'E:: OF' CONST. -.2N THIRD. . . . : OCCUPANCY GRP'. 33 B2 BASEMENT. 2 1562 62 S f ROOF CONSTIIA FIRE RET:':Y a BASE MENT. : sf AREA SEP. RATED: OCCUPANCY i...UAD:22 GARAGE:. . . a sf OCCU SEP'. RATE I)s ST OR. HT. a 15 ft RF"pD SE:'TL{ACN.S._.._._......_......___ FSE.C?UIRE:D._..._.._..__..__._..._...._._.._...._.._._ I:+SMT'?:Y NE•ZZ''�N ft R[iWl : ft FIR SF'M.L:Y SMOK DET. . :Y FLOOR LOAD. . . . a Cil? pss f LEFT s I)WEI._I._II�G UNITS- IMP, ft; REAR: ft FIR ALRM:N HNUICP' ACC"-'f F+F::DI'ri*ISi; BATF•I;:i» IMP' SURFACE: PRO C:ORR:Y POPKING: VAGUE:. 4; 32500NW estiorr of bldq. T'anant i'laci ; Clf f i ce far M. Gx bbolis, R. P'. T « , s FEES type amount by date •recpt: ROPER"! GRAY P'ARTNE'RS, INC. P. O. DOX 10].6 T'AYPI 9+ 21.6. 83 JLIA 07/0:3/`:)0 P'RI'11 206. 50 1 / S3T•ERWOOD OR F1 RE. !6 82.60 PI.1one ti: 692--4675 5f-'CT 1, 10. 3;3 _..._...._..........___....._ ..---_..__.__.______.... P'AYM '1 216. 83 l=I...1_ R(,)DERT GRAY PARTNERS, :INC:. P. O. HCIX 1016 S:;IiE:FtWC)OI) OR 9.7140 .--`4:3:3.66 TOTAL. k>hc�nr✓ Ti; 692-•467"; Rer1 M« . ; ':5424 _._._.-.._._ n RED INSF•'E:(:.T :CONS _..... RE:_ UI This permit is issued subject to the regulations contained in the Framing : i-isp Tigard Municipal Gude, State of Ore. Specialty Codes and all other Insu 't ]•aion Inyp _.•-_••-•••--••—"-"-' " "" - `"-- .__.__.__...._.__..._.. ..__...._ applicable laws. All work. will be done in accordance with (:,y p Boa-rd :[n s p _....... approved plans. This permit will eXplre if work. is not Started S:Usk Cei11'1q 1115p within 180 days of issuance. or if work is suspended for More F i.r1 a 1 C r1 s p e d i.o n ___.___._ than 180 days. t t P P b Y A • - cal. ] fcr-r inspecti-on 639-••4175 INSPECTION NOTICE City of Tigard Building Department F O. Box Tigard, Oregonon 97 97223 Phone: 639-4175 Type of Inspection _�� - Date Requested 3" __ Time A.M.—_ .nA. Address Permit Owner Lot SuiiderThe following Building Code deficiencies are required to be corrected? Presented to _ ___—__ P-Xpproved Inspector __ ❑ Disapproved Date _- ALL OR REINSPECTION CJ YES D NO C11YOFTIGARD C ARDA COMMUNITY DEVELOPMENT DEPARTMENT awooN PLUMBING PERMIT 13126 SW FWI Blvd. P.O.Baa 23397,Tigod,Oregon 47223(603)639.4175 PERMIT N. . . . . . . : f-'I_M90-•'J1:35 'IM. PERMIT N. : BUP90- k1223 639--4171 DPTE ISSUED: 08/02/90 `.:SITE: AI)1)RE6S. . . 1 13230 SW P'ACIF'IC HWY PARCEL: 2S102( B-02200 ':;UBDI.VISION. . . . : FREW114GS ORCHARD TRACTS ZONING: C-G DLOC'K. . . . . . . . . . .. LOT. . . . . . . . . . . . . ..H CLASS OF' WORK. . -.ALT GARBAGE DISPOSAI...S. . : MOBILE: HOME SPACES. : TYPE: OF USE'. . . . :CUM WASHING MACH. . . . . ., . : J. BACKFLOW PREVNTRS. . : OCCUPANCY GRP. . :B2 FLOOR DRAINS. . . . „ ., . I. 'TRAP'S. . . . . . . . . . . . . . . ST'C.IRIF_S . . . . . . . . : 1 WATER HE A'fEF:S. . . . „ ,. : 1. CATCH BASINS. . . . . . . F IXT'URE:ti-.__._ _. .._._._.._.._._..... LAUNDRY TRAYS. . . . .. .. SF RAIN DRAINS. . . . . : SINKS. . . . .. ,. : .I. URINALS. . . . . . . . . .. . „ : GREASE: TRAPS„ . I...AVA'TORIES. . . . . : 1 OTHER F'IX'TURLS. . . . . . TI.P/SHOWIERS. . . . : SEWF:R LINE (ft) . .. ,. . : WATER CLOSE:TS. . 11 WATER LINE: 1)1".;HWASHERS. . . . .. RAIN DIRPIN (ft;) . rrniarks: Tenant Mod : Offices; for M. Gibbons, R. P. 'T'. , NW section Of b1dq. Uwiice•r„ __.__.____..-_______..__.._..____.____..__.._.._._._.____.._... _..__.__.. -. FEES "03PE:RT GRAY PARTNERS, INC. -type an)Oi.int by dater recpt O.. DC)X 1.016 K."RMIT $ 45. 00 PLCK $ 11. 25 I / :.'HE RWO0J) OR 5PCT $ 2. 25 lliorle 0.- (:,92-4671 PAYM $ :';(3. 50 I.,L.L 08/02/90 C:orit-rac to.r, a __..____........_._ _...._._ __....___._._...._..__._._..__ ROBERT CRAY PARTNERS, INc'. 1D. Cl. BOX 1016 5HE:RWOOD OR 9714E1 _._.___..._._............__._....._...._ _.__._.__..___..._..______.._.......___. I'DIiorle If: 69(R-4675 58. 50 TOTAL keq M. . : 65424 __..__...... Rl%:UUTRED INSPECTInNS This permit is issued subject to the regulations contained in the ROugh--i11 :Cusp Tigard Municipal Code, State of Ore. Specialty Codes and all other VILM/Underfloor applicable laws. All work will be done in accordance with Tcap---O4ct I11sp approved plans. This permit will expire if work is not started F"i n a 1 I n s p e c:t icy n within 190 days of issuance, or if work is suspended for more than 190 days. Ic�rmi.tt:ee Si . tures I ijyx C A1.1 for irisper.ticlri 639--4175 ► CITY OF TIC-iARD RECETPr OF PAYMENT RECEIPT r-40. ROSEPT GRAY PARTNERS. INE cCHECP:.AMOUNAl-10LINT l),5H I ,-4L,DRESS P.O. PDX 1016 PgieMENT DATE SHE`RWOOD. M 9714-::)- SUBDIVISION r-A-Mr-'01SE" OF PAYMF,7NT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT rAm 21 FILUMPINo PE,' RM SLITLE) PUR n PLAN CHEC FE 2!, ► ! 72'.S0 SW PACIFIC HIGHWAY KITAL. AMOUNT PAID CITYOFTIFARD CITYOFT COMMUNITY DEVELOPMENT DEPARTMENT 09100" P1.LINE,I:NG PF*Rill I T 13125 SW Hell Blvd. P.O.Bar 23397,TOwd,Oregon 97223 (503)GN4175 PERMIT ti. . . . . .. .. . P11-11190-0134 6,39-4171 DATE ISSUED: 08/02/90 51T'E ADPHESS. . . A 132230 SW PACIFIC HWY PARCEL: 2S102CB-02:300 SUBDIVISION. . . . s FREWINGS ORCHARD TRACTS ZONING: C•-G BLOCK a LOT'. . . . . . . . . . . . . :H CLASS OF WORK. . GALT GARBAGE DISPOSAL_S. . a MOBILE HOME SPACES- TYPE TYPE: OF USE. . . . ..COM WASHING MACH. . .. . . . . BACKFLOW PRI:::VN'TRS:,,. . � 1 OCCUPANCY GRP. . :B2 FLOOR DRAINS. . „ . . . . ;; .t TRAPS. . . . . . . . . . .. . . . : STORIES. . . . . . . . : 1 WATER HEATER£:,. . .. . . . ; i. CATCH BASING. . . . .. .— :: LAUNDRY TRAYS. .. .. .. .— SF RAIN DRAINS. . . . . : 13INKS. . . . . . . . . . r,7 URINALS. . . . - -- - GREASE TRAPS. . . . .. .. . . L..AVATORIES. . . . . . :1 OTHER FIXTURES— . . . : TUB/SHOWERS. . . . : SEWER LINE (ft) . .. . .. a WATER CLOSETS. . .- 1 WATER LINE (ft) . .. . .. : DISHWASHERS. . . . : RAIN DRAIN (ft) . . . . .. Rpniark.�,s Tenaiit Mo(i : Offir-'es for Dr. St-rucifmar), SW ssi.cle (-)f bldg. _.._._._._. FEES R.. MARTIN JOHNSON type amount by date rec. pt f'RMT $ 90.00 PLCK $ 22. 50 PC:-T $ 4. 50 I'tlrtiit >t;: PAYM T; 1.17.00 PLL. 08/02/90 co1.1t•ractor a .;ES>TERN PLUMBING ':)460 SW 'TIGARD STREET T :IGARD OR 9722:3 _._.... .__.._..__ .._..._._.._....__...._.__...._. ....._..._...__.-.._---._....._. Pl,or,e H r. '50]-16395296 $ 11.7.00 TOTAL_ Req N. . : 24:3' __..__._...._.._ REQUIRED INSF'E:C-T IONS - __......._.... This permit is issued subject to the regulations contained in the Sewe-r Inspection ..,......__...... __._ Tigard Municipal Code, State of Ore. Specialty Codes and all other Water Line Ir1!sp _....,_.._........_._.._ _.__._.._._ applicable laws. All work will be done in accordance with Rc)r.rgh -•ir1 Insp _......._.._._..._....._...._.._...._.._.___...__.._.. approved pians. This permit will expire if work is not started PLM/Ur1de7,floo•r within 180 days of issuance, or if work is suspended for more Tap--or.rt I11ap than 180 days. Firla.l Inspection __.._.._.___._.__._...__.�..._ f'e'r m i.i;t p e S ' Ila t 'r a;; ............._................ ................ ............. _.._. Tw r.r e d H y _......_._.._ ___..........._..__....._._......... Call fo-r inspectiorl - 6:.39-4:L'75 � I i BUILDING P'ERMI'T CITYOFTIFARDC1IYOFTIIGARD I!ERMI1' H. . , . .. . . s PUF'900k'.e.?2 COMMUNITY DEVELOPMENT DEPARTMENT 00100" V-RIM. F'EiRMIT 0. : PUF689--2728 13125 SW Hell Blvd. p.o.Bm 23397.Tb.b,Or*g-97223 (593)"41?g 71 D A TE: ISSUED: 08/02/90 -- - F'ARCE:L a 25102CP-02�'FT0 .I: tE:: Nli)1)RESS. . . « 132:381 )W F!ACIAID HWYTRT 'ZONING: C'-G F'REWINGS OR C:FiAkD TI;AC;'T'3 a 8 LOT. . . . . . . , , , .. , . » D1...0CK. . . . . . . . • w_._.__.._._...__..___._......__........ _......__......_.._....___.._._.__._._._._._.._.___.__._._...__..__.__....._........ EXTERIOR WALL CONSTRUCTION FLOOR I::F IS'7UE» Sa E: W« a (]F- WORK. -ALT F'TFiST'. . . . 52240 sf Na _ T YF'E: OF USE. . . -ALTCOM SECOND. . . « !:if F1ROTECT OPENINGS" --__.._...... T YF'F. OFC0NST. :211 T'Hl:RD. . . . s sf Na S. E: W» (Jf.;C1.44.1 ICY GRP'. »L42 T'OT'AL _.____._._; 2 240 s f ROOF CpNST»A FIRE CC:t.)r:,ANC:Y LVAD» PASEMI NT. « s f AREA SEI-'. RATED« TOR. : 1 HT. : 1; ft GARAGL`-:. . . 9 sf UCCU SEF', kA'TEDa � R'HOD SE:TBACKS._.........__.._.... REQUIRED _....__...____..w_...__..._.._............... k3511T :Y NE:ZZ : •,N F I...UC)R L..(:)AD. . , . :50 psf l ::FTs ft F�Ghf« ft f"Ik 5F'KI_.«Y SMUK DET'. . x A FRNTs ft REAR: ft I I(: ALI;I*I»N HNDICF' ACC--y 1)WE::I_I_IN(:1 l,hilBT'R4 CORRaY P,ARKINGa t:1 F:1)I;MS: BATHS: IMF' SURFACE: VALUL.. 'b» 0-2000 Fteme�rk,s« Tenant Mod: Officer for Dr. St•rucF%man, )W >ec: tion of bldg. Ow I-)(??r.. ..... _...____..._._..____._.._._...... GRAY PARTNERS, INC. type amount by d ate ('. 0. PDX 1.01.6I"'AYM $ :3:8. 10 JLH 07/03/90 )!RMT $ :319.00 <:;Iar:RWC1C)D ORPLC;K' $ 207. ..35 y F!RE $ 127. 60 15. `.)5 F'AYM $ :.3::11. 80 I''L.I... 08/02/90 F-,C)PL R1 GRAY F,ORTNE:RS, INC. P. U. PDX 1.01.6 FIF F<WO(:)li OR 97140 $ (:,69. 90 TOTAL. 6542.4 REQUIRED INSP'ECT'IONS - This pernit is issued subject to the regulations contained in the Framing ITISP Tigard Municipal Code, State of Ore. Specialty Codes and all other [ns,ulatic�)i Insp ,_..__.• --- "'-- "'-'---' applicable laws. All work will be done iv accordance with Gyp Board I n s p approved plans. This pereit will expire it work is not started SusP (-a:iing 111sp within 188 da}., of issuance, or if wo►k is suspended for yore F'i n e 1 Inspecti.a then 188 days. w ._._. _......._..____ i.t t F S I. 1 Call for in�tipec.,tic)ri - 6:39 43.75 WWTIRUM I Tti OF TIL 1f'D PECEI ; OF PAYMENT RECEIPT i%jo. 00 20'".~ t; CHECK AMOUNT s 45tj.r. NAME e ROPEPT q_','AY PARTNERS. 114C: CASH AMOUNT AE)0F..:CSS r PAYMENT DATE f''.O. BOX lcll1 , SLl14 :)1VI 9 IC1N z 'SHE RWOOD. Or 97 i 40— F`!iF<f-!'7C,E OF' F=A Yh1EN1' Ah1f71.JNT PAID r-'IjFcF'n5E OF PAYMENT AMOUNT PAID BU T L O I NG PL."R'M9 q2'2 I.9. PLUMB I NG PERM "h,) t,)T-*4 ST . BUILD F-E:F- 20. �.-5 FLAN "':4E CI-.. FE stir I ': `=t:! SW FA�"Y:- IC HIGHWAY II I TOTAL HMOUN'T PAID I View comments for selected item 6APLUMBING PERMIT$8$$$$$$Afl$$A$fsAA$A$$ASA$$$$$$AA$$$$$$$A$$$$$$$$$$$$$$$$$$$$AC ° tPLM90-0134' PROJECT:TIGARD MEDICAL CNTR : STATUS:I : UPD:08/02/90: :JLH: • PF.RMITTEE:ROBERT GRAY PARTNERS, INC. PRIM. . :BUP90-0222: SITE ADDRESSt13230 9W PACIFIC HWY 6A CASE HISTORY $$$$$A$AAAAAAA$$AAAAAAAAReq/Senthschd/Due$End/Done$$BydStatd$$C C007 Application received 08/01/90 JHJ RECD H C010 Plan check by 08/01/90 08/01/90 JHJ PASS e 0050 (F) Ready to issue 08/01/90 JHJ PASS C050 (F) Issue permit 08/02/90 PLL PASS ` C120 Plumbing Undersl / / / / / / C705 Sewer Inspection / / C710 Water Line Insp 0715 Rough-•in Inep 0720 PLII/Underfloor. C725 Top-out Inep 08/03/90 MS PASS C799 Final Inspection 10/04/90 MS PASS �iAAAAAA$$$AAAAAAA$A$$A$A$AAAAAAAAAAAA$A$AAAAAA6.aAA$$$$.4AaA$bd$$A�AAA$AA$$AAA€idi HISTORY: VIEW UPDATE DELETE ESC `liPw comments for selected item 6APL,UMBING PERMITAAAAAAAAAAAAAAAAAAAAAAAAAAAAaAAAAAAAAAAAAAAAAAAA$AAAAAAAAAAAA0 :PLM90-01351 PROJECT:TIGARD MEDICAL CLINC: STATUS:I : UPD:08/02/90: :JLH: PERMITTEE:ROBERT GRAY PARTNERS, INC. PRIM. . :'3UP90-0223: SITE ADDRESSt13230 SW PACIFIC HWY ob CASE HISTORY AAAAAAA$AAA&AfiAAAAAAAAAAReq/Sent$Schd/DueAEnd/DoneAh9yAStatAAAC 0007 Application received 07/03/90 JLE PE::D o H C010 Plan check by 08/01/90 08/01/90 JHJ PASS 0050 (F) Issue permit 08/02/90 PLL PASS 0715 Rough-in Insp C720 ?LM/Underfloor 0725 "op-out Insp 08/03/90 MS PASS C799 Final Inspection ° iAaAAAdAAAAAAAAAAAAAAAAAAAAAAAA/iA,iA5fiAA5baAaAAA�AaAAAAAAAtiAAAeAAAASAAAA$A€$€AAi TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 41 . • July 26, 1990 Robert Gray Partners, Inc. 9675 S.% . Tualatin Sherwood Rd. Tualatin, Oregon 97062 Re: M. Gibbons Medical Building 13230 S.W. Pacific Hwy. 6089C-380-003 Gent 1 ei ien: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are not approved. Please revise and resubmit correcting the following: 1 . Central Corridor:, Due to occupant load, central corridor shall be of not less then one hour fire resistive construction. Because this is a corridor providing exiting to multiple tenants, Exception #5 of Uniform Building Code 3305 (g) may not be used, therefore, construction has to be provided. All doo, openings, opening into the corridor, shall be prote.:ted by not less than twenty minute fire resistive smoPe and draft control door assemblies equipped with Brc'.e gaskets. Other openings shall be equipped with fixed 114 inch wire glass with steel stops. UBC 3305(8&h) 2. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions :For the alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be s•ibmitted t � this office for approval prior to installation. UBC 302(b) 3. Exit Door Hardware_ All doors shown on the drawings must be openable frim the inside for immediate exit at, all times without the use of a key, special knowledge, or effort. UAC Sec. 3304 "N'orklnx"Smoke Detectors Save Lives ger �w ■e � � •t � .Robert Gray Partners, Inc. July 26, 1990 1 Page 2 4 . F,xtorior Exit Door: Hardware for the main exterior exit door may be a key operated deadlock ::f there is a readily visible, duzable sign on or adjacent to the door stating "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" . This sign must have letters not less than 1 inch high on a contrasting background. (UBC Sec. 3304) 5 . FirestoppinIn all wood framed walls and partitions, firestopping consisting of 2-ijieh nominally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accommodate wiring, plumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. UBC Sec. 2516 6. Fire Extinguisher. Requirements: Not less than one (1) approved fire extinguisher(s) with rating of not less than 2Al0A:C shall be provided for each 3,000 square feet of floor area or fraction thereof'. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 10-1 7. Sets of Plans: Please supply not less than three sets of plans to the City of Tigard; one for the building department, one for the fire department and one for site or job copy. 8. Wall Details: wall details shall be specified on plans as to how they will be constructed, i .e. metal or wood studs, sheathing materials and thicknesses, fasteners, and fastener spacing. Where fire resistive construction i4 required, a listing design number shall be provided as well and a complete description of the assembly spelled out on the plans as to be installed. 9. One Hour Corridor System: Where ducts open into the one hour corridor system, fire dampers shall be provided to protect those openings. 10. Plumbing Penetrations of Occupancy Separation: one hour occupancy separation is required from the parking, garage to the office space. Integrity of the one hour system shall be maintained. Any area where removal of the parking garage ceiling system has taken place shall be replaced to full integrity of Gypsum Association Fire Resistive Manual assembly FC1110, as per this original Rhell building requirements. Robert Gray Partners, Inc. 'July 26, 1990 I Page 3 roved plans 11 . Approved Plans on Joh S one di g department issuing bearing the stamps e°. thanduthdisnoffice must be the construction p hases of maintained on the project site throughout a_ 1 p construction and or rbe eference during reque available ired and fire inspectors for UBC Sec. 303 construction inspections. 12 . Rem Occupancy Certificate_ Prior to the use and cf the project (space) , a certificate of occupancy caval must occupancy car other written instrument of approval be obtai.rad from the building department issuing the construction permit. UBC Sec. 307 If I can be of any further ass=stance to you, please feel free to contact me at 526-2502. Sincerely, C, Gene Birc Deputy Fire Marshal GB:kw cc: Tigard Building Department ✓ I TUALATIN VALLEV FIRM; & RESCUE AND BEAVERTON FIRE DEPARTMENT C55 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2.469• FAX 52&2538 July 26, 1990 Robert Gray Partners, Inc. 9675 S.W. Tualatin Sherwood Rd. Tualatin, Oregon 97062 Re: Dr. Struckman Medical Building 13230 S.W. Pacific Hwy. 6089C-380-002 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the .Fire and Life Safety Code. (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other loca' ordinances and regulations. Plans are not approved. Please revise and resubmit correcting the following: 1 . Central Corridor: Due to occupant load, central corridor shall be of not less then one hour fire resistive construction. Because this is a corridor providing exiting to multiple tenants, Exception #5 of Uniform Building Code 3305(g) may not be used, therefore, construction has to be provided. All door openings, opening into the corridor, shall be protected by not less than twenty minute fire resistive smoke and draft control door assemblies equipped with smoke gaskets. Other openings shall be equipped with fixed 1/4 inch wirc glass with steel stops. UBC 3305(g&h) 2. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not less than three sets of plans j'or the installation shall be submitted to this office for approval prior to installation. UBC 302(b) 3. Exit Door Hardware: All doors shown on the drawings must_ be openable from the inside for immediate exit at all times without the use of a key, special knowledge, or effort . UBC Sec. 3304 "Working"Smoke Detectors Save Live, Robert Gray Partners, Inc. July 26, 1990 Page 2 4 . Exterior Exit Door: Hardware. for the main exteric . exit or may be a k?y operated deadlock if there is a readily visible, durable sign on or adjacent to the door, stating "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" . This .sign must have letters not less than 1 inch high on a contrasting background. (UBC Sec. 3304) 5 . Firestapping: In all wood framed walls and partitions, firestopping consisting of. 2-inch nominally-sized lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accommodate wiring, plumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. UBC Sec. 2516 6. Fire Extinguisher Requirements:. Not less than one (1) approved fire extinguisher(s) with rating of not less than 2AlOB:C shall be provided for each 3,000 square feet of Floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet . UFC Standard 10-I 7. Sets of Plans: Please supply not less than three sets of plans to the City of Tigard; one for the building department, one for the fire department and one for ` site or job copy. 8. Wall Details: Wall details shall be specified on plans as to how they will be constructed, i .e. metal or wood studs, sheathing materials and thicknesses, fasteners, and fastener spacing. Where fire resistive construction is required, a listing design number shall be provided as well and a complete description of the assembly spelled out on the plans as to be installed. 9 . One Houx_Ccrridor system: Where ducts open .into the one hour corridor system, fire dampers shall be provided to protert those openings. 10. Plumbing Penetrations of Occupancy Separatio�i: one hour occupancy separation is required from the parking garage to the office space. Integrity of the one hour system small be maintained. Any area where renoval of the parking garage ceiling system has taken place shall be replaced to full integrity of ,,ypsum Association Fire Resistive Manual assembly FC1110, as per the original shell building raquirements. I Robert Gray Partners, Inc. July 26, 1990 Page 3 11 . Approved Plans on Jcb Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 12. ReQuired Occupancy Certificate_ Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department i--suing the construction permit. UBC Sec. 307 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, '�Bi rc en Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department ✓ I� I I A4 Ib TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT Oil - 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-21,38 July 17, 1990 C.F. Nicoli 13560 S.W. Hall Tigard, Oregon 97223 ;i. Re: Doctor dakos 13200 S.W. Pacific Hwy. 6089C-:99-002 Gentlemen: This is a Fire and Life Safety Pla.i Review and is based on the '. 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are not approved as submitted. Please revise, and submi'- correcting the following: 1 . Medical Gas Installation: Medica). gas installation shall comply with Uniform Fire Code Ari:icle 74. 2. MSDS Sheets: MSDS sheets and cruantit.ies of hazardous material shall be supplied to this office to determine correct storage and compliance with Uniform Fire Code. 3. Fire Alarm Plans: Plans referrer to and examined by this office contain no alarm system. Not less than three (3) sets of plans for the installation shall be submitted to, this office for approval prior to installation. Cut sheets of equipment and battery power calculations shall be included with submitted plans. UBC Sec. 302 (b) 4 . Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to installation. UAC 302 (b) 5. Policy and Procedures: Doctor shall provide emergency procedure for evacuation and documentation shall be provided, after moving in, showing evacuation drills and training of staff. /-a)0 "Working"Smoke Detectors Save Hves C.F. Nicoli July 17, 1990 Page 2 6. Exit Door Hardware: All doors shown on the drawings must be openable from the inside for immediate exit at all times without the use of a key, special knowledge, or effort. UBC Sec. 3304 7. Exterior Exit Door: Hardware for the main exterior exit door may be a key operated deadlock if there is a readily visible, durable sign on or adjacent to the door stating ,,THIS DOOR MUST REAAIN UNLOCKED DURING BUSINESS HOURS" . This sign must have letters not less than 1 inch high on a contrasting background. (UBC Sec. 3304) 8. Firestoppinq: In all wood framed walls and partitions, firestopping consisting of 2-inch nominally-sized .lumber or other approved materials must be installed at all floor and ceiling levels. Penetrations in this prescribed firestopping to accommodate wiring, plumbing, and other similar utility runs must be packed with noncombustible materials in an approved manner so as to prevent the passage of flame. UBC Sec. 2516 9. Address Required:_ The tenant space number muit be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. UFC Sec. 10.2.08 10. FireExtin uisher Requirements: Not less than one (1) approved fire extinguishers) with rating of not less than 2A10B,-C shall be provided for each 3,000 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any poi i.ion of the building shaA not exceed 75 feet . UFC Standar,' 10-1 11 . Approved Plans on_ Job Site: One se.t of approved plans bea-inq the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout a1.1 phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 12. Required Occupan Certificate: Prior to the use and occupancy othe project (space) , a cetificate of f r occupancy or other written instrument of approval must be obtained frori the building department issuing the constructioA permit . UBC Sec. 307 qu `WI 4wx OwA ! tl # C.F. Nicoli July 17, 1990 Page 3 If I can be of any further assistance to you, please feel free to Contac' me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department v' Jurgens & Associates INSPECTION NOTICE City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection - ---- — Date Requested _...__ � _ -Y Q Time— A.M.—P.M. Address U ' Permit Owner _ 1.0t # Builder ---- — The following Buil�Cdeeficiencies are required to be correr,ted: owl* ZZ Presented to _ — Approved j Inspector _ Disapproved Date Z& — CALL FOR REINSPECTION YES D NO r Sff 9W-LW IW IN 'W � 1W m13725.Bo Ho"2& PLANa� APPS , CITYOFTIFARDPO Dox 23)977 P"AN CfiDQC f ora,aepon 97223 Prla'IIT �` F (503)639-4171 OJ COMMUNITY DEVELOPMENT DEPARTMENT DATF. ISSUI•D JOB AIUIMS: 1 PAC- I f-r C E l"' ii TAX MAP/DOT 2,5/ 02C B-02.3- SUB: _ ZS�' IMJ USE: -- VAILAZZCx1: VNER / t1AME: _ _ /� ( r O /-� �L' S'0 i✓ MrME OF: ADDRESS: '� LAST REI SUE: -- FLOOD PILIN/ -- - SENSrrlVF LAND: PRUNE: AL.s --- � NAME: _ -, i o • -- ADDRESS: ✓)• FIRE DEPT RD, ED 7 79 l EXP DATE: Bt=ERS BOARD --irA-= BW BUs TAx: __ — ACt R ENGINEER CALCULMONS: NAME: � FZ r� ti �' �--.cx s:_� ZRUSS DETAILS: ---- ---- -n ---- ADDRESS: (MIER: 6 5 L✓ !' t, L- PI LONE: ` SUBC ONTPACMRI S: PLUM: -. y� •` A"M' A' DESCRI rrlON � AI!�lI`lr PD. BAL. WE 10-432 00 BU-i l-ding Permit Fees 10-431 00 Plumbing Permit Fees V - s� _ Ck) G� ;1? - 10-431 O1 M,MechanicalIaerm it Few S-. - 10-230 01 State Building Tax (5%) Building Plumbs-mg 11, S -' treed, — // , z S _ ?�l�l,4 v 3 5 10-433 00 Plans Check Fee -- /7.2, I Buil-ding Pl.umbiry •50 Mech ' 30-202 00 Sewer Canrvy-tion ��- 30-444 00 Sewer InsPec,-tion 51-448 00 Street SYstero Dev Chuge (SDC) -- - 52-449 00 Parks Systm, Dev- charge. (PDC) _ - 31-•450 00 S'tc?rn Drainage Syst Dev Chrg (S-SDC) --r 1.0-230 06 06 Fire `-vi --- 'Il7)'11L WOO O REC AppI.Icwr Sir—MIURE ------- Received By: _ _ __ wte P xy-ived: ef/3587P.WPF �F u m Or LIZ w>4 3 tot ISO qN�n Zz- ._ qq u1 O v 35p Wo ;`'' (p t t t 4 vT wwz w W }� U xI� x iJ 7W 0- Ir . �6u (I W H B O Iz _ r $ W 1`4 5e,1 I W l MT Li 10 P T I ob,mC-C► > BOLTS Z !i .�► i�;� L1U IT F IA, 31.4m IO J G F`r''I I Cl Uc.� 4B LIMT 0-44b- 561' _ $ PLOP P u©rE�• 9r!., WPUT i 0o,000 00#,,C,05 MVAC. f,Y'STE*'i VOLTS nos/zvo-3 M f f:'L.. DISI g !''If�L site 'r�:I,NATS 6.11 ► ! AFM I Fav I 300 4a4 � �1 S5 f �t4M�#T 4A S L&*� trz 4%A45 5— T c..F M IZOq �3EA MI TKANS ITI01»x T WEtBHT' did ,�. i� .,.. M PC),I t,.!T T Uw IT 2© A& r IRSAI '[" _3 as else,— 41 vu t` to ;' I �. QW <vAS �. voLT5 tO$, MI-3 WATEk NEATElt I8 L,JU17 BY PLUMc.FM 1100 R ' 1 N L4(-ATER MET A ►�1E1[�f�T (,9s `5"' ` .a i CSS - F +Hd ST FAI.! y •�► PIPE 10 PE PAY TD - 6 io tG Uri : 195 1„ da Aj ll ZQa 1 vEiJT SI z� Io -j 4r A ILI f 0 < W zm +R 1�1: FUTt112E YEIJTIU(j ry (I -_.�.. I TIEE M U-H ill.!K A- G0Q TP-A,L T7-. \jy VEP..IFY VJ Fr "/�./ ,� o CITY OF TICIAR6 Oct Cos —rw .rlips� + \. Conditionally Approved . .•.•.............•..........•........• �i For only, the work as described I C= ` -- r� IS >! �- Sea letter to: Follow ..___.—.-_.[_' Cww") xw Attach..................... ................ ..... ...t t r o O _ ........._ lob A IZ5 t Iz5 �...M Dy: g TUAWIN Q.*U7 F,;K MARSHAL OFFICE T EEE NO. CONDITIONALLY .APP,3OVED . . . . . . MEOW APPROW6L C= PLANS IS NOr AN APPROVAL. L OMISS10N6 Cii 0"ERSIGHTS SW F,0 I F I C:: ! 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TILE ORIGINAL DOCUMENT. �-T_ _-- _ _-- __ -_- - -. - _ >1 6�Z 8�ti LZ 9Z Z pZ `` >G y iZ ��07, 8t 8�i LT 9t QI bi 8t 7t y ti �t B��Q�� L 9 9 11um III l �llllllllllllil IIIIIIIII�IIIIIIli11111111111 IIIIIIIIIIIIII�III�IIIIIIIII IIIA III!III�III III 1111111 IIIIIIIII IIIIIIIII III,IIIIIIIIIIIIIII III11 III' ,11111111 IIIIIIIII IIII IIIIII IIIIIIIIILIll111111JIII�NII Illlill.111111111111,11111111111111 II I II124 )( v IWAL ,R .., 11' OF � 13125 S.W. 23 97 PIAN CHECK APPLICATION P.O. (e 23397 PIAN r iif 2 RD lkjcxd.CNe�pon 97223a -s C011l149UNlT`' DEVELOPMENT DEPARTMENT (503)639-4171 PERMIT , --Lzitl�: — s�Z�� DATE ISSUED J(`8 ADDP S: TAX MAP/ILT SU3: — I17r: _ LAND USE: OWNER SPDC TCL NUIES NAME: .�. �"-�<<� -1z=�, Jt, r a- REI EZUE OF: - ADURF-SS: LAST REISSUE: FLOW FIAIN/ SF14SIZ°1VE IAND: PRONE: APPROVALS REWIRED MX1rRACIG`R Pte= "i' _ r NAt�. _ (-;, IA.. f',f+W P M- s L IMINEERIN ADDRESS: 1 : I �AJ - `_ _� Q FIRE DkPr OT-DER: PHONE: BUILDERS BCXNRD $: L-KP DATE: LIST/ Vn1CMRS: BUS TAX: Mal/ENGINE CM0J1ATIONS: W E: z� ., — TRUSS DErAIIS: _---- PHONE: OoMmm-s: l �d�` /liC�i CJIZv�f(IF r 4 1 SUBC)Ji�l[{[1CIUV 7: PLUIM: L� Z�u Y1 ..-. - MDCH: lr�•�/ � l / X{l Vl i {\. _ -_ - / PE1411IT f ACCT I DESCRIPTION AM Wr AMDURr PD. BAL. DUE 10-432 00 Building Pemit Fees J 10-431 00 Plumbing Permit Fees 10-431 Ol Mechanical Permit Fees 10-230 Ol State Building Max (5%) .Z.J w _ _— 11.5 F� Building IL . _ Plumbing Mec h 10- 33 00 Plans Check Flee Wilding �3 -- Plumbing Med, _ 30-202 00 Sewer Connection 30--444 00 Sewer Inspection 51-448 00 Strut Sptem Dev Charge (SDC) - 52-•449 00 Pars, Syst. rt i Dev Charge (PDC) _ 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) 10-230 06 Fire TOTAL RDC it _ APPLICA f §I(2a Received +: I/ .% - -- Date Received: ef/:3587P.OPr- r - OF TTG�'iPD PEIIETTT OF PAYMENT PECIAPT NO. 9 7 CHE.,CK AMOUNT : 1 16. NAME a EIAV'06, L I CWH AMOUNT v . A 1)D F F ".1s, 177,206 ..*.,W PACTFIC WW r' PAYMENT DATE,. : 6 7 0!' 5l.UDD.1 k1l I 7I ON T 1GARt�. CIP 97227-- 172(7),." FACTFIC 14 IAJ Y OF U-WrIlEP NT AMOUNT PAID PUS� OSE OF PA'e'MEtTT [4mnijr,j r r-.,A f U PLAH CHECI-;.. FE —71 . ;I.' TUALATIN VALL 44;2-c> "TCI-tAl- AMOUN-F CITY OF TIGA RD �,0.5 �� PIAN CNBCK APPLICATION' P.o.eon�v7 PIAN ❑iDQC COMMUNITY DEVELOPMENT DEPARTMENT �1krxd�639 1 m, r , DN,"B ISSUED JOB ADDRESS: _ } I TAX MAP/LOT — SIJB: I17r: LAND USE: --- VALUMON, Z , Ogg SPDCS-AL h'G NAME: w- REE ScAJE OF: u — ADDRESS: _ IAST REISSUE: — FIDOD PUUN/ SENSI'WE LAPID: PHONE: (70NI'RA(-11OR c PLA Na11JG: r RAM: _ \� ��b e r � �rn.�. tl Ar Jk v_rS A c ADDRESS: `3 7 DEPT _ O►IIIISi: _ PI131E: 6 _ EM-TIM BUIIDERS WAM f: EXP DATE: LSST/ !- BUS TAX: _ {__ IFNGINEE2 CAIDUILATIC NS: - — NAME: s s I _ < I _ T14M DF-EkUS: 1J I)RESS: —_ -- OnIER: —� PIitJNE: SI.IBOOINI'RACTQRS: PLUKB: lit s < a MDCH: 11 C PERMIT ,l€ AOLT if DE9Q2IP)'ICN / AMOUNT AMO.1Nr PD. BAL. DUE _ 10-432 00 Building Permit Fees c' 10-,4?t UO Plumbi-ng Permit Fees 10-431 Ol Medoni(ml Permit Fees 10-230 01 State Building Tax (51) - Building 1 Plumbic Nk— 11-433 00 Plans Che& Fee 72[^ S �U _5 Building �� Plumbing Z. ,-S C% P7ech _ 30-202 00 Sewer C a m©ction 30--444 00 Sewer Itrpec'tion 51--448 00 Street System Dev CtkarW (:IDC) 52-449 00 Parks System Dev Charge (PLIC) 31-450 JO Storm D airoge Syst Dev C irg (SSDC) 10-7.30 06 Fire ice; L APP17CANP STcN11IURF. Rceivc By: ✓ - I��t.� I cxx�iw.-d: 7' 3 lLJ of/35871,.Wvr 7,4 -es) --2 ,ITY OF TIGAPE) — PECEIPT OF r--AYMEN'T RECEIP T NO- 19 0 Q'2 7.'2 CHEU:' AMOUNT ; 5'5 4. 7 ROBERT OPAY PARTNEPS CASH AMOUNT c O.;*,tO ADPRUSS PO BOX ts)16 PAYMENT DATE s 07,`07/94) SUBD I Y I S I ON PACITF71C HWv SHERU0011. OP 07*714t.' r�,URPOISE OF PAYMENT AMOUNT RAID P1 IRPOSE OF r-'AYMENT AMOUNT FAID 1. 1.74" --7 Tt.J#)LATTN VALL 8 2?l 6 C"? 44 GHEC-�;:. FE - Li.iN (-.'HEU i:-E= "7--6C TUALATIN VALL S GIBBONS TOTAL AMOUNT PAD I554, 97" a a� w As �■r TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON IMF, DEPARTMENT 4755 S.W. Griffith Drive • Y.U. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 June 27, 1990 Arrow Mechanical 10290 S.W. Tualatin Road Tualatui, Oregon 97062 Re: Tigard Medical Building 13200 S.W. Pacific Hwy. Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC), Mechanical Fire and Life Safety Code (UMC), Uniform Fire Code (UFC), and other local ordinances ami regulations. Plans are co,:riitionally approved. Provide drawings accurately representing interior partition walls and corridor system. To date there are no approved plans for the "Tenant Improvement" of the space indicated in the drawings. Should changes be made in the tenant improvement drawings or required code changes be necessary to the improvement work, additional fire safety.1tems may need to be addressed. Call this office for inspection of installed equipment while the installer is still on the job. Please notify this office 24 hours prior to anticipated f-)mpN-tion for field verification of compliance of altered equipment. If I ran be of any further assistance to you, please feel free to contact me at 526-2602. Sincerely, Jerry Renrf o Deputy Fire Marshal JR:kw cc: Tigard Building Department "Working"Smoke Detectors Save Lives WX WA WE qff R47A W—M CIWOFTIGrARDL MECHANICALRD V*IERIrl 11 COMMUNITY DEVELOPMENT DEPARTMENT offem F"ER M I T 0. . . . . . . a MEC90-0125 13125 SW HWI Blvd. P.O.Boot 23397,TIPM,OrGgOn 97223(603)839.4176 PR'Ilyl. tf.. :: DUF`89 2*728 14 VR I F 15SUIA): 06727190 -1 PARCEL: 2S10RCB--0r'.'200 ADDRLSS. . - u 13200 SW PACIFIC HWY FREWINGS ORCHARD TRACTS ZONING: C-G P1 C.)C K. . . . . . . . . . .I LOT. . .. .. . . . . . . . . . 18 .............. ............... GI ASS OF WORK— -.NEW FLOOR FURN. . . . EVOP COOLERS. I,yl::,I::, OF USE. . . . ..Coll UNIT HEATERS..: VENT FANS. . . :4 fl(-,CUl---,ANCY GRP. . .1Et? VENT S W/0 A pPl- VENT SYSTEMS g 1:; FO RI E S. . . . . . . . A I B 0 1 L E R S/C 0 11 PR E S S 0 R S HOODS- - - - 0 1AP. .. .. - C I DUMPS. INCIN- 3-••1 5 1-4 F'. COMI IL.. INCIN:: 1110X INFIL)T-. 100000 I.YT U 15-30 HP. REPAIR UNITS:: DA111PERS?. 30-50 HP•. WOODSTOVES- 3 (-)A13 f:'RESSURE. 50+ lql:,. CLO DRYERS— ii NO. OF AIR FIA14DI-ING UNITS OTHER UNITS. c2 ["URN ( 100K BTU: <== 10000 cfni: GAS OUTLETS. s4 FURN )=100K EITU9 > 10004I ofin: 1*,,enia-r+s-. Iiista"Ll roof tap MVAC t.ti-lit's, W a-r, e t.e. FEES ............ ARROW llECHANICAl type aniaLtilt 13y date -reept 1.0290 SW TUALATIN RD PRMT $ '12.00 PLCK $ I.11. 00 I UALOTIN OR 970(`,2 5P CT 't 3. 60 #:: (-192 1565 P A y 111 93. 60 JL.H 06/27/90 Uorit-raetcrr-. w::sH.:J-4 PLUMBING `)4(.',0 SW TI(3ARD STREET 71.60RD OR 97223 1.5036395296 93. 60 TOTAL ------- REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Gas I.Arle 1I-)sp I............ ligard Municipal Code, State 1 Ore. Specialty Codes and all other mectiallic-al Irlsp ...... applicable laws. All work wil'. be done in accordance with Heativirl Uiit Irisp approved plans. This permit will exDirp if work is not started Cooling U11t 111sp within 188 days of issuance, or t work is suspended for more DUCt .111SPeCti011 than 180 days. Fivii�.-il Inspecti.ori ......... ............ -71-1 By. Call fa-r :i1ispectiori 639---4175 CITY OF T16;A--' RD A PLAN 01EC'K APPLICATION _ cln•o.tx7aiw PLAN C�1ECK !F cOMMON1TY DEVELOPMENT DEPARTMENT �PERMII- it r.irssw_rover.nP.o.rr��u�vs,Tc ..um.tswlc»+�rs DATE ISSUED ?�,• l) TAX MAP/LOT Jot) A000CSS: - Gi fJ LAND USE: Sutl: LOT: — vALUATSPECIAL NOTES OWNER hFISSUE OF: NAMF: lh (: .. �` AC ` �,� LAST REISSUE: ADORESS: FLOOD PLAIN/ SENSITIVE LANO: --- P}10NE: �({- ROVALS REQUIRED ohN�f � �c:zy d�,c F;�, = �f�/S�PLAIUMING: pONTRACTOR \ ENGINEERING: -- NAt1E: FIRE DEPT ADDRESS: C'' z ,117 — OTIIER: _— ITEMS REQUIRED PI IONS LIST/SUfiOONTRACTORS: " BUS TAX: _ AvC11/ENGINES / CALCULATIONS- _ : t S�CZI f TRUSS DETAILS: -- ADDRESS: PARKING PLAN: 11�(•l.r c LANDSCAPE PLAN: —_-- _-- OTHER: ---- PHONE: ' COM4ENT'S: - A1a PERMIT H ACCT M DESCRTPTION AMOUNT AMOUNT PO. UAL. DUE 11.Zs�.1111 l ' u 0 _ 10-431 00 Building P^r mit Fees — 10-431 00 Plumbing Permit Fees ------ _ 10-431 01 Mrchanical Permit. Fees 10--7.30 01 State Building Tax (SX) Building Plumbing 10-433 00 Plans Check Fee laLl�+-LQ nuiIdiny Plumbing -- --__------ r ,r: Mech 1.1� % 30-707 00 Sewer Connection -- 30--444 00 Sewer Inspection 51--440 00 Street System Dew Charge (SOC:) --- 57-449 00 Parks System Dew Charge (POC) . 31-450 00 Storm Drainage Syst Dew OW-9 10-730 09 TRFO - 10-730 06 Washington County Fire 01 (951) _ -- 10-220 00 Amart/Wedgewood101-fit -- PI_It:A SIt,NATURE / Received Oy: Uat.: Received: cn/3587P/18P MEN CITY OF TIGARD PLUMBING PERMIT 13125 5W HALL BLVD. P. O. BOX 23397 Applicants must hold Oregon Regktration to conduct a plumbing T IGARD, OR 97223 business a must be prr>Way owner/npera for nos hiring outside help. Name of Deveropnwnt - (5 03)639-4175 1 ,- Numbing Permit No. Ooscription _ ORS 814 21 010 CKJAK PRICE AMI Job Tax Ld - - -- --Map.No. -- -- - — - - -- _— ---- Address _ FIXTURLS Lot -Block- S(Aximslon Sink_ -'- 1�ame�a rrartie o�"susossj Lavatory -_ _ 7.50 I ub or TubfShower Comb 7.50 ---- alKip Slw)werOnly --�- — 750- - - -.�-- ---- -- Water Closet 7.50 Owner City/State - I�shwasfrer 7.50 q ---- --- - - - Poroma Garbage Oisposat-��. -- 7.50 ----------- - _---- - -- Washing Mactune 7.50 _ - Fbor - T 7Fddress ____. _� Phare Water Neater ---- - ----7.50 ___----- -.-, laundryRoom Tray Occupant City/Stale- Tip UnnAl T 4--- 7.50 - --- -- --- ter Fixtures(Specify_) 7.50 Name Oh_ _ - _- 7.50 Phone - -- - 7.50 - -- _------ 7.50 C4)Mractor Cf1y/State ZIP -- _ MISCELLANEOUS RAM Tax NoSewer 1st 100' �� Q �iirs[3us ic.No Sewer-ea.Addit.100' 15.00 btete BI�s Boer--il-Flo-----�teie -- — — (Residential) Watw Service 1st 100' 20.00 _ 'Z 1 hat"eckno+vktdgo t"1 have read this appNcstbthat at the information Water service ea Addit. r 15.00 -- given is eorred.Ural l Am registwed with the State PAYAdaes(flood,and also Storm&Rain Millin 1 st.100' / A 90.00 u hive a State PkATt*lg kerne Ural lire rnxnbem given aro coned,that all -� 15.00 pkbnrbwV work will trot done in ecaordance with npips rabble provwxxxs of Ore Storm&Prin Drain Add t.100" _ gm lionised Statutes Chapsers 447 and 693 and appticsble crodos and ttrat Mobile Nome Sparse 25.00 no help wfk be err>(rbyed unktis licensed under ORS 683 lot exerrtpe from State(egistration.please give reasab bekrw) Back Flow Prevenban HOMEOWNERS 1 Kw"o codify ttwl 1 am tfre owner of the txcrperly ry, Oevioeor Mti i'olltrl an Device _ 7.50 scrbed above.at whk�r W-odon 1 prtVo3e to make a tAumt*V hetaHatiab kw Any Trap ox Wasla Nol my own use AM this property It not hektg axtstructed kw gain.leas"a Teat Connected to•Rxft" � 7.50 Calor Bask r 7.50 Insp.d Ex1M_Pkxs"- V -4U',.,)Per Hr - - - - 4t, )Per Ht. 1 Speo��ih% Inerts -- - l Rain Drain, 15.00 Single Tam. Dw1g. AUTHORVEO SIGNATURE Patty beao .o work new( ) addition afterebon[j repair LJ t2bbe dont - residential __ non-reskientiel E1Mt1n,use o1 HINIMUM PERMIT FEE 25.00 b64k*V w prgx►rt-r SUB-TOTAL 'z txroposed u" 5$ SURCHARGE ' or pt�ofwty 2 5$ PLAN REV I EW TOTAL Thu perms baoomes null wid void*work a o onae tKAm auuxxU*d Is fx7f O m V ma osd*M l 100 cW"x r M rrersarurAon or wcxk M sUattendod rc r r,-loned for a Park"of 180 days awry 6"W efuw w(xh Is cww""ttn)w l (late lesuecl try :TTY OF. TIGARD PEC TEEPT OF pAyMEENT RECEIPT r-10. 2()42 S" CHFIJ: AMOMIT 91. .6`*' rAc f-IF App(jW MECHANICAL PAYMENT DATE : 1)6i"7/91) ' .. LCA: +) SW TUALAT-11LI hit utir I ON c 9 7()6 PAC IF1C HW'v' TUALATIN. OP IRPIY�E OF p�4,y M V.N T AMOUNT PAT D PUPPOSE OF f:-AYMENT AMOUNT PAID 2.(X) ST . pult.0 ,�:UHAN I CAL IS.(7)(1 • ! Arl CHM: rE T PA I D I 1 _ A CITYOr TIw-ARD OREGON Junes 26, 1990 Matt_ Hartman Arrow Mechanical 10290 SW Tualatin Rd. Tualatin, OR 97062 Project: Tigard Medical Cntr., MEC90-0125 13200 SW Pacific Highway Dear Mr. Hartman: The plans for this project were reviewed for conformity with applicable codes, acrd are conditionally approved. If any changes or additions will be made �o the mechanical system, please submit revised plans showing the You ,nay get the mechanical permit for the project at your convenience. If you have questions, or if we may be of assistance, please contact us at any time. Sincerely,Jim Jaq� 71 Plane Examiner FAX (503)684-7247 13125 SW Hall Blvd.,P.O.Box 23357,Tigard,Oregon 97223 (503)639-4171 — INSPECTION NOTICE City of Tigard Building Department P.O Box 23397 Tigard. Oregon 91223 Phone. 639-4175 Type of Inspection Date RequestedZ � Time A.M. P.M. Address _ Permit Owner Lot # guilder��`-i�r'��':,L_��j�� The following Building Code deficiencies are required to be corrected: Presented to 1 _ Approved Inspector Disapproved Date _ CALL FOR REINSPECTION ❑ YES 0 NO CITY OF TIGARD MECHANICAL PERMIT Receipt# 13125 SW HALL BLVD. Permit Ar 7 _C cfI-r 1/2 S P. 0. BOX 23397 P,scription T I GARD, OR 97223 'We 3A Mechanical Code OTv PRICE AMT (503)639-4175 1) Permit Fee -0- 10.00 Name of Deveiorn pent 2) Supplemental Permit 3.00 Job Address 1) Furnace to 100,000 BTU 6.00 incl.ducts&vents Address 1_�j^7 p� �. , i------ -----. Tax Lot Map NoFurnace 100,000 BTU + Lot Block Subdivision 2) incl.ducts&vents -- 7.50 — Name for name of business) Floor Furnace 3) incl.vent 6.00 Mailing Address — Phone — Suspended heater,wall heater 4) or floor mounted heater 6.00 Vent not incl.in 5) appliance pet ir,t 3.U0 Name for name of business) Repair of hea'(Irtlq.refr Ig., i 6) cooling,absorption unit 6.00 Mailing Addressfnttone 7 Boiler or comp to 3 HP — Occupant -) absorp.unit to 10.0,000 BTU ; 6'00 610 Cityrstate __ — ZIP 8) Boiler or comp to 3 HP-15 HP 11.00 absorp.unit to 500,000 BTU S5�QI �- Name — )9 Boiler or comp 15-30 NP _ absorp.unit'/;,• 1 million 15.00 / Mailing Address Phone ) Boiler or comp to 30-50 HP - Z c iJ L r r(Z- S(4, 10) absorp.unit 1 -1.75 million 22.50 �Ontract.r Gry s � Boiler or comp to 50 HF ---- - _U ►A.L t CLt 1) absorp.unit 1,750,000 BTU 31.50 State Registration No Clty Bus Tax No 1 Air handling unit to 10,000 CFM 4.50 I hereby acknowledge that I have rand this application That the informal. u on given is Air handling unit 13) 10,000 CFM f 7"50 correct,that I am the owner or authorized agent of the owner,that dans suLmitted are in — unmpltance with State laws,that I am registered with the State BuildersPoard,"gat tie Non portable number given is correct (11 exempt from State registration please give reason tN 14) evaporate cooler 4.50 -- or Vent fan connected 15} to a s Igle duct 3.00 ,71t y - - Ventilation system not 16) included in appliance permit 4.50 �� i 17 Hood served by �f(LCv ) mechanical exhaust 4.50 Signal re(owner or agent) Date Domestic type Describe work 11 addition (J alteration Cl repair F] 18) -incinerator 7.50 to be done residential I I non-residential R- Commercial or industrial- Existing use of - 19) type incinerator 3000 building or property- _ Other i.e.,woodstove,water - Proposed use of 20) heater,solar,clothes dryers,etc. 4.50 U(J building or property 21) (,a,piping one to four outlets 2.00 Type of fuel-- oil [ J natural gas M LPG I 1 electric F 1 — -- -- - -v - 22) More than 4-per outlet NOTICE - - -- — SUB-TOTAL THIS PERMIT BFCOMES NULL AND VOID IF WORK OR CON -- - -- ------ STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 _ 5%SURCHARGE 3W DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER — -- --- ---- --- -- WORK IS COMMENCED _ TOTAL 3 Special Conditions --- - -------.�_ Date issued . by_ --- own I INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection _ �p/ �./�/�IAI S v �/U 76.cy /K/7O/��8�� Date Requested—_ Time -- A.M. P.M. Address _- -- ' 32 —7o _ Permit # 6 Owner --- BuilderThe following Building Code deficiencies are required to be corrected: er-4i c h Ile y- 7-2L Presented to - - -- Approved Inspector - F1 Disapproved Date CALL FOR REINSPECTION E] YES 0 NO IMARALAIRMW INSPECTION NOTICE City of Tigard Building 9 g Department P.O. Box 23397 Tigard, Oregon 97223 f Phone: 639-4175 Type of Inspection Date Requested_____ �l�'� ' 7h Time�k A .— Address P•M. Owner 3uildermss. �Lxac Lot Tha fssllo`u'"+ Built;-1y Code defic;cncies ars+ required to be corrected: ------ —— - Presented t0 --- Inspector f ~ -^- Approved Data ----`� 4 ---- IJ Disapproved CALL FOR REINSPECTION YES C] NO milli,III, V W C*0F PLUMBING PERM11 OFT167ARD cFlfy TMID -,F.--.RMT.T #. . . . . . . 9 p L M 1:)0 0066 COMMUNITY DEVELOPMENT DEPARTMENT oneom PERIl a. : 1312S SW i 8fvd P.o.SM 23397'Hood,oregM ISbUED: 04/1 -/ . PARCEL: 2SI02CB-02200 13200 SW pAC;IF- IC HWY ZONING: C-6 FRE'WlNGS ORCHARD YRACTS L;K LOT. . . . . . . . . . . . . 'a OF WORK. iNEW GARBAGE DISPOSALS. - '- MOBILE HUME SPACES. -. WASHING MACH- BACKFLOW PREVNTRS. - Il T Yf'l:: OF USE. . . . SCOM WAS 'TRAPS. . . . . . . . . . . . . . . (.)(1(*,L*)PANCY GRP. - 9 E02 FLOOR DRAINS. . . . . . .. . CATCH BASINS. . . . . . . . i T OR 1.ES. . . . . . . . Ill WATER HEATERS— —— SF RAIN DRAINS. . . . . . RES-------- LAUNDRY TRAYS. . . . . .. GREAGE TRAPS. . . . . . . URINALS. . . . . . . . . . . .. . . . . . . . . 1.AVATOR I ES OTHER FIXTURES. . . . . .. T'UH/SHOWER;: SEWER LINE (ft) . . . . :200 W()I[':.R CLUSETS. - I WATER LINE (ft) . . . . : 100 1)1 S'.;HWASHERS. . . . Ii RAIN DRAIN (ft) . . . . :200 III rj r s. mriderslab plumbing FEES Owiler .- type by date R,. 11 GRAY R CO. CONSTRUCTION PRMT $ 125. 00 LqOX 23516 PLCK $ 31. 25 5 P CT $ 6. f 5 C;pRD OR 147223 PAYM $ 162. 50 JLH 04/16/90 r,lic)oe #.- 639--6127 I �%Ctor: ................. w[.,,.;TERN PLUMBING )4(,o sw 14GARD STREET OR 97223 $ 1.62. 50 )TAL 5036395296 2439 REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Sewer Inspection ......._- •-••-------'-'----"` " Tigard -------Tigard MunicipalCOdt, Stets Of 0", Specialty Codes and all other Water LineIIISP Storm Draill IVISP applicable Jan. All mark will be done in accordance with al Iiispec-tiol-I ...... approved plans. This pi will expire if work is not started Final within 188 days of issuance, or if work is suspended for more t�,an 188 days. ................ .......................--------...................... ....._-_--._,. 16/An ...... ........... ................................. 1 ,I.ted By: ........ (:ail ail for :jI.Ispectiol., 639.-41.75 crry OF TIGARD FiFCETPT OF f,AyMf--:tJT F,ECF'IF'T mo. CHEU. f-41OUNT 162u I 4AME. PL-UMT-"4TNG TNC (..AL.JA AMOUPI-r 0:(jo PAYMENT [)ATE a 04/16/90 AL)rikcss 1741.-)o :,,w TIGARD AVE SUITE Wl S')M'il)I V I f-)I ON 614 PACJFJC 14WY TIOW" OR 9722"" 97'�!^277 PUR'POSE OF f=AMEN-f AMCUNT FAIL) PliPf"OSE (31" AMOLIN't PAID PLA.Mb(NO PEPM1T 162- '50 Ttil At.. OMUL44T Pol 0 50 Construction Inspection&Related Tests Carlson Testing, Inc. RECEIVED ljit Boll 23814 Anil...... Tigard,Oregon 97223 ,o, ,,a CP-5172 'VgWne(503)684.3480 REPORT OF IN-PLACE SOIL DENSITY TESTS March 22, 1990 ;�- i (1 Chen► 41 C1t dQ. Y� (. ,..)'1 L C PTolect Tigard Medical Clinic Sol Description 3/4" - 0 Rock from Tigard Sand & Gravel Max. Dry Dens ity_L16.2 lbs./cu. ft. Optimum Moisture11-2 % Method of Test_ IVuClear D.TC OI TEE? EIEV. up fitlD IN-F�,AC[ CiI N51TT ; Ttu ro T E 5 T LOCATION rt. No. O1s'ual (lis. Cu rT.I t WIT- Co..PAC T.O. 3-21 1 West Fobtin 20' -0' 4.3 123.5 113.4 101.9 3-21. 2 South Footing 10' -0' 4.3 118.2 113.3 97.5 3-21 3 East Roofing 15' -0' 4.3 126.6 121.3 104.4 3-21 4 East Roofing 45' - -0' 5.6 117.3 111.1 95.6 3-21 5 Southeast Footin Pad -0' 5.1 126.1 119.9 103.2 3-21 6 Northeast Footing Pad -0' 5.4 127.0 120.5 103.7 3-21 7 North Footing Pad -0' 4.9 127.2 121.3 104.3 3-21 8 Northwest Footinq Pad_-` -0' 5.0 128.0 121.9 104.9 3-21 9 1 Southwest Footing Pad _ -0' 4.6 127.6 1;.2.0 105.0 ---------------- ---- -- -- - -- --- - - -- - -------- RL C C I V, G - --- ------ ---- I��-�4�i-ill - ----- - -- --- _ - _ --------__--- COMMUNITY DEVELOPMEN] CARSON TESTING INC Carlson Testing, Inc. RE(ttTft'b Fr'spection E`LtTftrbrntpection&Related Testy MAR 2 7 AM —r RO Box 23814 Apel............. T190rd,Oregon 97223 Phene,503)GU-3460 C'I'- 5172 ,o. No REPORT Of IN-PLACE SOIL DENSITY TESTS March 19, 1990 Client Project _Tigard Medical Clinic 3/4" -0 Rock from Tigard Sand & Gravel. Sod Description _ 116.211.2 % Method of Test Nuclear_ Mo■. Dry Density_ lbs./cu. ft. Optimum Moistwe 4 ri[la IN-PLACE CrEN[ITT i cart or r[fr T E S T LOCATION CL[v. No oi[r Va[ ILa e./cu. rtJ � N0. Il. M0. � Cau►aCrle- fill r DRY 3-16 1 Footings on North End of Building grd 5.9 123.9 117.0 100.7 3-16 2 Footings on North End of Building gni 4.0 124.3 119.6 102.9 d of Building grd 8 .3 121 .3 112.0 96.4 3-16 3 Footings on Southwest En 3-16 4 Footings on Southwest End of Buila-Lng grd 4.8 123.7 116.7 100.4 1-16 5 Footings on South End 6f Building grd 6.7 120.4 112.8 97.1 CARLSON TESTING INC w► MEs SIGN PERMIT PERMIT /: SGN90-0008 DATE ISSUED. . . . : 01/23/90 PARCEL. . . . . . . . : 2S102CB-02300 ZONE. . . . . . . . . . . . C-G BUSINESS NAME. . : TIGARD PHYSICAL THEAPY SIGN LOCATION. . : 13202 SW PACIFIC HWY APPLICANT/AGENT: MICHAEL GIBBONS BUSINESS TAY. NO: 38y`l SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : l' X 24' TOTAL SIGN AREA. . . . . . : 24 sq.ft. WALL ARRA. . . . . . . . . . . . . 1950 sq.ft. WALL FACE (DIRECTION) : NE SIGN HEIGHT. . . . . . . . . . . ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : NOR DESCRIPTION OF SIGN: A 24 equars foot wall sign that wraps around the northeast corner ff the Tigard Medical Center. The north sign face measures 1' x 7' the east sign face 1 'x 71 . MATERIALS. . . . . . . . . . . . . WOOD EXISTING SIGNS. . . . . . . : 2 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A COMMENTS: RE: existing signs. Old signs will be removed when new Tigard Medical Center is constructed on adja^ent lot. Also on the north side of the building "Medical Dental Cente PERMIT FEE: $ 10.00 APPROVED BY: DATE: 01/23/40 v1rK) r-+o,, CoaNr2 r4clrlc Nwy 4A/D (,4karrr Adartren 'TIGA2U FVVSICAt 71;IC P'( tOW16' : OJJ artv,a• 6/KL CpRUGR L4INA S til ruck )ht# A,CPFU Cot.-Oft r UA112 70 014*cN F-Xrfr/NG 9RGk Ay 'h el d lti s 0 \y F�scr 5 Au r-I c. Ko R?►� �AGIfIG Nwy i ___ ._____ [xISfINl. s�►U A � rtJ TI GARD �} i� �NYlslwl I — �IAm r'IFlliGAL cNr�.Nr� _ '�J (-GA/TFR I -i J �IRKMRALMRAVMIMIIIIUNEMLIN-EE)IIIIU ......... ........ CITY OF PECKIPT OF PAYME1,11CHECV ApEC t,ii)j 0010"MU.04 MOUNr 100 NAME T16ARD PHYSICAL THF PAF CAbH AMULIN'r .00 ADDRESS: 13'202 SW PACIFIC HWY FAMENT PATE 1*"-90 PL-OCI: NO.'ADDF,,r TIGARD, OR 9 223 ,-'(JFV-oliE OF PAYMENT AMOUNT PA!D FUFFOSE OF PAYMENT iiMOUNT PAID I Ctrl PEF,MIY FEES 0 or.) "iGN 90-41006 rHA*, YOU jAlIOUNT FAriv" CITYOFTIGARD C11YOF 1164 COMMUNITY DEVELOPMENT DEPARTMENT on'ooN 13125 SW Hail Blvd. P.O Box 23397,Tigard,Oregon 97223(5D3)6394175 1SEWERO ICONNECT10NO xxxx 1PERMITO 639-4171 PERMIT #. . . . . . . : SWR90-0019 PRIM. PERMIT #. : BUP09-2728 DATE ISSUED: 01./17/90 SITE ADDRESS. . . : 13200 SW PACIFIC HWY PARCEL: 2S102CB-02200 SUBDIVISION. . . . : FREWINGS ORCHARD TRACTS ZONING: C-G BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :8 ---------------------------------------------------------------------------------- TENANT NAME. . . . . :TIGARD MEDICAL CLINIC USA NO. . . . . . . . . :39173 FIXTURE UNITS. . . :0 CLASS OF WORK. . . :NFW DWELLING UNITS. . :1 TYPE OF USE. . . . . :COM NO. OF BUILDINGS:1 INSTALL TYPE. . . . :BUSWR IMPERV SURFACE. . :20000 :sf Remarks: Construct 1 story building with basement parking. Owner: ------------------------•---------- ---------------- FEES --•------------- R.A. GRAY & CO. CONSTRUCTION tlr.' amount by date recpt P.O.NOX 23516 PRMT y 1250.00 INSP $ 45.00 TIGARD OR 97223 INSP $ 0.00 Phone #: 639-6127 PAYM $ 1295.00 JLH 01/17/90 Ic6-41141 Contractor: ----------------•------------- CONTRACTOR NOT ON FILE Phone #: $ 1295.00 TOTAL Reg #. . . -----•-- REQUIRED INSPECTIONS -------- This Applicant_ agrees to comply with all the rules and regulations of the Unified Sewage Agency. The permit expires 120 days from the da-e issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the aide 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. purchase a "Tap and Side Sewer" Permit,and the Agency will install a lateral . Permittee Signatu*-e: Issued By: Call for isnpection - 639-4175 r Permit No. CI'T'Y O}' TIGARD SIGN PERK1T APPLICATION 'Ihe applicant hereby applies for a permit for the work indicated or as -shown in the acg�anying Plans and sp3cific�tiot�s. oai SIGN IACATIM AIS: . NAME OF BIZINESS: APPLICANT/AGENT: di eI F,Ld&ri' .LL.i CCt4PANY: �jIVMCU PH4s��-1 ire r, PHONE: an annual Business Tax which must be kept current on all The City of 'Tigard in}poses y have a current business tax' Do persons doing business in the City. ]+� Pel YF5 (X) NO ( ) U.L. I abel I _;2oacv assti 7 Z S / Z Cd ? 3�� pROPOEED SIGt:: (Check as many as apply) PE♦aR1NFENT NT (X) FR�MMING ( ) FREEWAY ( ) PE)VON ( ) WWI (X) ELEIC11MIC ( ) MIER ( ) BIUBOAARD ,( ) BALL" ( ) SIGN DIMENSIONS: !A" H gf-w� � �` ,.,•_ EXPIRATION DATE:— --` `II7rAL SIG14 AREA (Sq. Ft.).: 060 W -L AREA. (Sq. Ft.) : o . WALI, FACE: nlc?+c( ► HEIQiT (Ft) : N PMTDCTION FM WALT.M IIIMMTION: YES ( ) NO Q( ) TYPE: (1)PY: j GAF n --- MATERIALS: . " i . dilertK— EXISING SIGNS: Q4U 1 •� r1 It. T.�1C}A r ku'A1 iJi�R.11r, r/»1slNk�/o 1 nl- /VI.LW Bui/I7.%Li, da n ,1./rn .l Lcf. v rat ALO_(�tiLb111� a- f3� �yuJG _�.�'i • i)r a ritl. c.dA1 fl�R' A1xKHNIS`MTIVE EXCEPTION: N/A (x) APPROVED ( ) HOW MUCH_% AREA aoMMFN -S: - -- —_- -- —--—- --- PI14NP1IIdG DEPA1tZMFNr —__ -- All sig �� n permits must be acanied by a scale t eI 0 0 KermiFe --_ drawing and plot plan. if work authorized under • a sign permit has not been completed within ninety Receipt No: the permit -10002, -- _ days after the is_�arxx' of the permit, Approved�' shall beco null and void. -i Oo�3� [��te• - E:[Jr RICAL PEMIT I CFRrIFY THAT I AM THE RE pDEII cMNER OF WE REI�izRED: YES ( ) NO N PROPER1Y OR AN AC.Wr AUMORIZED BY WE OWNER. BUILDING PERMIT FDIjIpjM: YES ( J No Applicant's . ign tore c:p/RM-MI4r Address q i�O 3 Te lephorx� N:\WORD\COMDE1\ IRVIN A. COOPER CIVIL F;vuINEER October 14, 1989- OF'FICE 227-4173 WiLLAMETIE BUILDING RFOISTERED. OREGON PORTLAND,OREGON 97204 WASHINGTON REe. 246-3453 ii. A. GrtAY & Co. 1,1445 S.W. Tiedeman Avenue TIGARD, OR. , 97223 TIGARD MEDICAL CLINIC Hwy. 99w (ai S.W.C;arrett 82' x 108' Bldg. FOUNDA:'ION 11.,)IL Subject: Subsurface soils survey at south sector of CLIN: �: property; identify Foundation Stratum in two Opl�_n Pits and establish Soil Loading value for structure footinq_s desiqn. The Site for the proposed Buildinq comprises a roueh.ly rectanq- Iilar plcit of 0.81 Acres, posses3inq (approx. ) dimensions , 88 x 271/308 feet. It is situatied adjacent to the existinq CLINIC FACILITY, extending south from the (881 ) common property line. A SITE PLAN prepared b� Architect R. L. LEACH was made available, permitting area reconnaissance,with staking of the plot limits and corners of the proposed structure. Basc-1 upon detailed familiarity of the area geology, employment of a backhoe excavator was determined to be the most efficient and expeditious procedure to obtain the desired soils data. Two locations were selected, as shown ori the attached map, desicirated Pdo.s 1. & 2, to be fairly representative. (The property had been surface-cleared for use as additional off-street parking for the exisinq CLINIC. ) OPEN TEST PITS were excavated to 513 & 01 feet depth, thru 2 feet orcaanic Top Soil with roots. WILLAMETTE SILT was encount- ered: fine-grained, uniform,competent stratum, typical over a wide area of this Tualatin Valley basin. Plan-designated BASEMENT floor elevation at 105. 3 feet will entail excavation and fill in site preparation. .,lith removal of Top Soil , underlyinca SILT, machine compacted, will provide suitable FILL, required at low areas. FOOTINGS DEyIGN may utiliae: SOIL LOADING, up to 2800 Lbs./Sq.�It. 1'. A. "*iot Consulting ine Soils - Fo13A 1)4MAGF, APPRAISALS Q rl0Nv S011. I rr I rn stilt V'1'S IN VES r1GAr10NS •ar a■ aor w a a� EX CNyH r�D E= Y B A CI�ND,E I I rE LE✓�►T/ON #2 O C Rash./o sToNet. dont blown or9sril�t 207 4,0//try AYlrr � ,Goccn,�•�g i \ %57/A. r QU Pfak/No IyRiA \ wnI Grcar►� Jaif, C'/t.►rs/ \ /,9h> Ij/+pH�r� 1�ro 0 cam, L/n� fo/•, Y P�co�er-r Z�csc,e/PTicn� .5'U�SU�ff��^E SG/LS SUQVf 1Ax LcrJ 22oo, 2..tco f2-5�r! -f/Tc fob 2-51 2C e Pwo r . f-D /G/OR b s Di Ci9[ CZ/N/C ��.srr�,y crr vv C� ��/ r ,Saa#7 f►a r» %G�ir�t� C//r ty 82 ,- !o�' GvPr�'// .Drna //44.5;5,W Tedc,,vl,'Aoc_-TiG0VA't La.1JEL l L, 4 E 4 C:& - lec1 ff i c E Vak, µi9 / "r lith F'ann0 c wri •1Ml1er 13rudl�� •..:• �. w a c o;A, ••li _ _ .^�rw ,.'r .. .. r L , 1 =S 'I♦� � r-�lr t"� ,�11• ; � •, ` •.Yr• • • •'_ '' �t IIIA S 35 `/" .rK«r .Pa's• I• �_ �•/ p •l \..'•'I I II � •Il,.t., ii-iii'.l°• }}i -� _ i . Hrleory �, �'- J,,'�' • '�"' _ u`- �r : Nc I. I� T l l� 4 •�yIPa I;. ' , •�,! `') E •N �'ti: :i:' I n a� VrIp l I0I(I/1L i reenbu :�+•� i iy' A7 •� r„II � .,w •lJc,r.�rt�tl Attu •� ,.\t• .. .I. t I �':�'��•l;�. � .r, C y,I+ n •�t. ''' -,1•i '� t I tt n �%:•!��, '_ /,9�l "'I'S�1 � �1'' • '4. •ten J/I.. iJ cul• .: '' '/�/ .f 11 •�•��. ��.I� •• • "IA'k'1' 54 • //,, -•. .lJ ;: LL:�SIL•. • 1�. ;��: I +J J' I Iri' I�P •... .,I. ` ,Li,, ,v.�1-fla . ..I 2 7 L II •" ^' .• �Y 1 i .. � : •.�.,��•'i �l I I �\ ..... ��::7' •1, tIi•..• . a:y;t'•'(Y�:,+ � � � r rg - i�F� _ .�,. ! ''o`. •, �•-.i' -�'�',--�'�--:� 'I sir-�.'�',••x�F��' - - 3� �'' _ 1 I {. v � �.,u '."r 'l1Y f+• • -, �I�A�i �� Jam •/.: �, • s. J t 1RIf 14: y nl.N �, 'ya11•�. i �r `''. ate AnM nYi j R' h ' . •. 1 Ohs,h. •��.\.,,�`"� J f' wlo � / I, r �� t" �!'. // ,�,' 1,�'•, '�'• �• 1'Pu1'I' l tr 1.• ' .IIT :' NI',, (/;it''•. .Il�r� f .'{• •�,•l _,P.' 1 • •�f�/^� `l• �' ♦ )fir%a��,- - '1 l/. f '' a� y l� / 1 iuo -\ 'P�, VV y � ,�� 7��'" I• ti it• ,I, • • .... .r�:� .?�C ,.I >li,"• : _I" �� I I" _ •. .�•. .'�,. ...�, a / +� ..a r�• l�' ��• � ..... a..' .�•' 0 .fir. .�r..:� �� M'• •�: 39 , l \ ' /' � I rr R, �' ,i. .. 111 : •y,• ...I � •t� a � ,�'�!.'I�; • . l I ��',•Oc7 � 1W9Ew ;� I• ®lit' r (( IC, Ir�.y �r'': L 7 11 I' II• '� ,r nti',•r .,y;t. 1 i• II` �P' .J• /'1;•�i NA,*p ••�•,\/J F -�.— '� �1 •� •» A"? wn 11�• 5021, i ! it "� •, " t• " ': .t. Twali�,Ir _� '' ,• 3,� W ter :�.,•rii I tlr tf. ,• .. e ., .. � _a .: �• i�� ( .a r,–'+ I' �, '' •riw. :y nll: � 4rt" ,-Y' '� ��I y ' ///s 11 I i •� Il ',I; 1 � ��ice. ,.; .1 :, � -=-sl: ^v�' i• 44 IV . ''�f � ` '' 'a,'�.fl �� .�•• ;•:. SII � 4 Ya ��•f"'. x � y'�r. S� � �IR5 ,IIS 'K}y.,• .�rai�l�k/AQ1� -I•hr. ✓l7UAf� •Iv�'wdr{ .4 �►, !amu.. � � �� r�w LT Q vJ ot�l^M �J r --- - •. / ____,�� -'�" 2114 .1 •' -- --- -''`�-ice • _�-� �- -. .�--� -_ _ - _- '->'"'�---_-._- ..rte _�--�_� . .� ✓' 1 t OW ! t pts w.lrl I w October 12, 1969 Dr. Har'tin Johnson CITY OF TWARD 1.3200 Sw pacific Highway Tigard, OR 97223 QREC'QN Subject: Arborist: Sidewalk Requirements; Attitudes / Dear Dr. Johnson: Thank you for bringing some issues to my attention regarding the City's requirement3 of your proposed new off!.ce building. I looked into the issues you raised, and the following are my comments: 1. Sidewalk. We double-checked with the State Department of Transportation, who required the replacement of the sidewalk in order to have a proper curb height. The., now clarify that they only are recommer9ing replacement, and are not requiri:ig it. The City and State recently cooperated to have that sidewalk conbcructed. I agree with you that if we had wanted the sidewalk or curb built differently, we should have done it ourselves at the time. Therefore, this requirement is dropp3d. 2. Arborist. Requirine an arborist's report is now standard practice when a Ai.te contalas significant trees that may be jeopardized by development activities. Bob Gray did a very gond job of developing a site plan that works around the existing trees. An arborist report will more specifically make recommendations on how the trees should be protected during construction. This is particularly helpful in regulating the contractor, who often may not take the necessary precautions unless he has some written guidelines to follow. Therefore, an arboriat report w4ll still be required. By the way.• I reviewed the idea of having the City hire the arhirist, and either having the developer or the city taxpayers pay for that service. Although the idea has merit, at this time I am still persuaded that it is better to have the property owner,/developer choose their own arborist. It gives the property owner more choice, and puts the arborist in the position of providing a service for tt:e owner, not the City. Also, you should note that my staff tells me that they %could not issue a permit to cut down all of the trees on the site. 3. Finally, regardiuq the attitudes of the City staff.. I egree with you that ary comment suggesting that the dollar amount was "not significant" is inappropriate. I also agree that any statements that an appeal would hold the project up is usually inappropriate. In most cases, we can work out an arrangement that will let a developer to go ahead with his project, even while appealing one or more of the conditions. J ^,3125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 -- Dr. Martin Johnson October 12, 1989 Page 2 We try to be friendly and helpful to our citizens, and if you felt that we were not, i apologize. Thank you again for bringing these issues to my attention. Please call if you have any questions. Si erely, E and J. ur by Community�Development Director br/devel.ejm C: B. Roast C: K. Liden C. R. Clarno C: R. Wooley TUAL,ATIN VALLEV FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Driver • P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 October 2, 1.989 Rory Antis R.A. Gray & C-..,,t,any P.O. Box 23516 Tigard, Or^.gon 97223 RE: T4,--d Medical Clinic 13200 S.W. Pacific Hwy. Dear Rory: This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Fafety Code (UMC) , Uniform Fir Code (UFC) , and other local ordinances and regulations. Plans are conditionally approved subject to the following items: 1. Exit._ Door Hardware: All doors shown on the drawings must be openable from the inside for immediate exitat all times without the use of a key, special knowledge, or effort. UAC Sec, 3304 2. Exterior Exit Door: Hardware for the exterior doors and key operated deadlocks may be permitted where there is a si6m posted on or over the door. reading, "THIS DOOR MUST REMAIN ITNLOCKED DURING BUSINESS HOtTS" in letters not less than one-inch in height on a contrasting background. UBC Sec. 3304 3. Automatic Sprinkler Plans: Plans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall. be submitted to this office for approval pr?.or to installation. UBC 302(b) 4. Mechanical Plans Required: Plans referred to and examined by this office contained no plans for heating or air conditioning syst--ms. Unless electric baseboard heat is employed, complete mechanical system plans for the HVAC equipment and duct work must be submitted to and approved by this office prior to installation. UBC Sec. 302 Smoke Detectors Save Lives wu ■wr wn A. � �w Rory Antis October 2, 1989 Page 2 5. Mechanical. Equipment Approval: All heat producing aid electrical equipment and appliances installed in conjunction with the construction or occupancy of this project must be approved by Underwriters Laboratories, Inc. or other nationally recognized testing agency and installed in accordance with the testing agency's specifications. UMC Sec. 502 6. Address Required: The tenant space mvnber must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire Epparatus and other emergency vehicles. UFC Sec. 10.208 7. Fire Extinguisher Requirements: Not less than one (1.) approved fire extinguisher(s) with rating of not less than 2A10B:C shall be provided for each 1,500 square feet of floor :area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 10-1. S. Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 9. Required Occupancy Certificate: Prion to the use and occupancy of the project. (space) , a certificate of occupancy or other written instrument of approval. must be obtained from the building department issuing the construction permit. UBC Sec. 307 SPECIAL NOTICE: DEVIATIONS FROM THE; SUBMITTED AND HEREBY CONDITIONALLY APPROVED PLANS DURING THE COURSE OF CONSTRUCTION, EXCLUSIVE OF THOSE. NECESSARY TO COMPLY WITH FIRE SAFETY REQUIREMENTS AS LISTED HEREIN, ARE PROHIBITED WITHOUT THE WRTT"EN AUTHORIZATION OF THE BUILDING DEPARTMENT ISSUING THE CONSTRUCTION PERMIT AND THIS OFFICE. APPROVAL OF SUBMITTED PIANS IS NOT AN APPROVAL OF OMISSIONS OR OVERSIGHTS BY THIS OFFICE OR OF NON-COMPLIANCE WITH ANY APPLICABLE REGULATIONS OF LOCAL GOVERNMENT. 4' i Rory Antis October 2, 1989 Page 3 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, %— '—'Uj Gene Birchill Deputy Fire Marsha] GB:kw CC. Tigard Building DeparL,,,ent Russell L. Leach CITY0f TIGARD September 22, 2989 OREGON R.A. Gray Co. P.O. Box 23516 Tigard, Ore 97223 Re; Tigard Medical Clinic 13200 SW Pacific Hwy. Dear Sir(s), The plane for the above referenced project are not approved. The following is required: ,.1': A soil report that confirms the bearing capacity of the soil is at least 2000 psf.. ,2. A detail for the parking lot retaining wall. 4. Provide a detail Ind location for the handicap curb ramp to the building. ,4. A sign shall be provided for the handicap parking stall as per UBC 3108. 5: The 10 inch diameter steel columns in the parking area must have a minimum of one hour fire protection. L6.-provide the diameter and spacing of the /2 spiral ties for the 10 inch columns. 4. The building water service line shall be provided with an "RP" device. ,_6. The door from the parking area to the stairwell shall be a one hour rated fire door. ,'9: Lynch type catch basins shall be uved. .10. An approved oil separator shall be provided on all floor drains in the parking area under the building. If you have any questions, please call me at 639-4171 . Sincerely --, Brad Roast Building Official 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 91223 (503)639-4171 -- - TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W, Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076 • (503) 526-2469• FAX 526-2538 September 12, 1989 R.A. Gray & Compau;- P.O. Boa 23516 Tigard, Oregon 97223 RF: Medical Offices Tigard Medical Clinic S.W. Pacific Hwy. Gentlemen: This is a Fire and Life Safety Plan Review and is based on the of the Fire and Life Safety Code (UBC), 1985 editions Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Provide ventilation as per Section 705 or provide configuration described in Section 709 of the UniformBuildingeCodarea e. in the Submitted plans are not approved for construction. Plans must be revised and resubmitted for review and must indicate compliance with the above noted items. If you desire a conference regarding this plan reiew questions, please feel free to contact me at (503) 526-2503 or if you have Sincerely, 401 t Deputy Fire Marshal BH:kw cc: Tigard Bui.ld4_ng Department Smoke Detectors Save Lives l-A UG"T" U Ci\ 0 -i F'O 2 i(�9 (L) 2r: Url onto cow SES it. t5�, /��c1 � 1-fkcT fl) LCAci \ PI70JECT PREPAnED BY DATE PAGE NO OF Wow—!M ar MRReffw wWE qw t-,PEEO - Sv NIpl-A ll, ITII.� l or,c) ()t-, SOU � ( 54) - I�, G32• /07 '��..r. -t'oT�L Lo,\Q 0I,J 82 ( I-5-4) = 12 (a25 PROJECT PREP %Rr:D 8V DATE i . PAGE NO OF > It < 12,G.2R G �► -E /./ p► c:t-1 or-r h F,11\6 r >> ri 101, 4 lJSC cDJcPLYwc�c� - t-vc1<,-c MI � AT Er��E 12 U. c., f"/LrLI> OlAPN��G � - oF- r PROJECT - ------ - PREPAREQ BY -- - -- DATE ----- PAGE NO OF -- �N�•h2. Inc,•, , ,��.�, pli2vcT'1v/�� IZ ' ►- ! 1, ' -o- 15 s 40 N(2- L X05 a 9 + N N- L.U` U (b� 32. 4 v 00-1A (sir-,Ps o�J /-��L r7 r 144- IV2- v/ALL.y - (Vou -ruo -- 3, _ ALL.r�� J A r.-7-U A L (s'7 4-7 iF 1`ROJECT JT ---- RED By - - DATE PREPAPAGE NO OF 2r)oF- ►tiIcr•f 3� �� P5� IN50C,N710 ,1 , 4- P�F- Pl...-;WOVC) 1, 9 Psf. ;;) ,c 40 I e cl PAF r'�l`•�-� (/_LEC. � Mk'cN, �a � �':�� TUrAC- 7r7; DfZI F- T I rJ(q f\T PA2Mg-r -t- ?' o Z D2 r riti/c, Ar I�neM� r 00 I-n PROJECT - --- -- - — PREPARED 9Y DATE -- PAGE NO OF .., ...,,_..,.:,., u.;.;��r.+w..asw.�e.+;+7a,��i?YWdYY116'Y`kasQiEiirAt'iC1W'Ydh1J[ViPdrJk6lU��fl�iOYf�iNnW!'1iiMNkA�Y!':r... _ ., _ (z¢jz1 S 15 &YL 888 . 9 ps L Jo l: T: v. C- 4 ,. , �\L-Lo"/W�L6 7-a-7-(\L l,c�FJ1 `#2� Ac--rU#41- 2 Z Ac-7L.)A. L-/V,: LvL . (PSR l/ULCV1\ =7 s7, � ✓o�sy ,v� -� dorsi � ►�DEi2, PRoJcr., — _ -- ------ PREPARED 8Y — OATF_ PAGE NO OF %w �- 5E E pETA,I L I Rc�oF P GAS �A �_ �•--• U uTOTAL- 0 UTA G v O ! I I 210 I� IZ.S ,T. 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LorMs Nf\UP 136-LrN Laces-r�0 /OUd U�v F—r JFTAnFfl nv DATE PAGE NO OF td PN .A . C,F,'AY,-nr)crr)r,N,!-, OFFICE n I ** INITIALIZING OATH *** Job De,-L-,cr--lr)tion : R. A .GRAY-DOCTORS OFFICE Frame Description : 81 Stl"uCtur-e Parameters Atimlysis Options 30 Liflenl' Elastfc. Analysi:--. Spring. . . . . . . . . . . M a t P r i m I!r . . . . . . . Lomd Cmse!7 Lard (:,nm h i i im t i cin s flellor Wimp : I N T(,nl T f t- �I'v As I.f-rl Flaad Crffir..e : n W t7lp v,t,r Vamr-otivri- , El.r . VSM 3WP t I'l rim 604 .1161-2 7�)S 30ftPl' m-7Tt""PT I'(- validity y cif the i e51..rlts of r- FRAME . r--rRAMr Inuit J .N I f3OL 1 #I wFA WAfA WAL»� a Sof tel; SeI•vice-r Ltd R. A .GRAY- DOCTORS OFFtCE Fr 1 l *** JOINT DATA *** ....... ....................................................... .Joint X - coord . Y - roor•d . X - Degree Y - Degree 7 - Degree Number (feet) ( feat ) of Freedom of Freedom of Freedom 1 ft I I � n 3 �, 1 4 rT I I i 6 5 0 1 I 7 8 rJ n 7 D I I I I I 111 a 0 I 1 10 n I 1 11 0 11 12 n 1 1 1 15 14 n I 1 16 15 I I 1 17 15 I I I 1 1 18 17 1 � I 1 111 I `Z I D I r I 19 I 1 21 20 I 1 1 2" 21 D I I I 21 2 0 1 I 1 24 21 0 1 I 1 �, a n I I i 26 25 D 1 I I 27 hC n 1 1 1 28 27 (t 29 2i r) t 1 30 29 1 T I o I 1 1 1 1 3 o Note: hegr'er of Fr''eedrmr d-r nstr•air,ed 1- 1rdF ,I-coupled to ,1oi ! I ' *. SECTION PROPERTY DATA *** Sec X-sectional Mom Inertia Shear Area Section Moo Plastic Mu-nent No. Area ( int) ( 1114 ) ( irk ) ( in3 Capacity ( I( -ft ) 1 14 7 Soo AB , g o Note^- I . Non zero r,r nr>^ '-r,ct Ar pm ,jr,d Momant of ttpr't i.� ar'a n,yr,d,yor•y For, non-10n3h�,nr' Are.- ^ , .hear• stressesralrtrl.4 PH t For, non-r.Pro Shear j1re•�r ,'rtd Shear' Mndrrlus , �sercndar y dpf lett- In11•- I-11.1p ( n ''h1ear are inr.luded ( 1 icIr'ar p lust is arra lysis t,111y ) . 1 . For tint-rero Elastrr, Sr-rt- Irl) Madulils (S ) , stressas are r..,� lculeated . S . Norr -zer , Plastic Moment C;�parity is maneatory fol. plastic., atalvsis . rl FRAMF 11101st D.nra .J . N1CO1_ I No . 04 07 San 89 11 : 49 pn, „...,.a.A.a.W�rvaitYl4�.wr'7�a1hMt+�itMAl'daie4��" .f��R�9LMWU'�9CN�'3 '��NIA04NiCM"'dlM�f�iNMIw1i4.MiUYGWAKN�MiwYtlfY�W:+*uMwwlFaFlr'/a�.aAV+.a 3c�ft;ek '"services L.td R . .A.rRAY•-D(,)CTOR~ UF'FiCF I *** .MATERI.AL PROPEF2TY LATA �* Material Youngrnod Shearmod Density Cooff Exp Fy Yield Number (kai ) (ksi ) ( K/ft3 ) ( /F 1 . F.6 ) ( ksi ) 1 ?.900 0 0 0 I . Ela!,tir.. Moclr_rlu^ ( YOunr3 'r Mciclul'r ) is rn� r,d +tc+ry . ? . For, nnn-zero Shear �1od�.rlrrs Anti Slre?rr Ar em , secondary def 'Ipr..ti shear •*rre inr. l(Ided ( I inenr• e17c?ria anrr lyr5 i.^ ren ly ) . ? . Non cern density is reryrlired if self-weight is specified Anel me!nrber• weight i^ t•o t)on considered ( 1 inear' e la^t is ar�d hlac:r ir. a111F, Ids is ) . Non -zero 11-1erAI e •rnCoefficint of ExpAnsior1 is rn 1U c1 far tl,ern,�+l lo�+cis , ( 1 inr?a+r elast is .Ird nlart: it +ana lysi!; ) . 5 . Non Zero Yield atter” i^ for pl.nst it am �ly-1s . *** MEMBER .CON.NEC.T,I.VLTY, .DATA..... * Member Lower Greater Section Material Lower Greater Attribute Length Number Joint Joint Number Number End Type End type Type (ft) 1 � 3 t 1 1 1 1 1 1 4 1 5 F; Fi fi i 7 P I I I I I 1 9 ? 10 t 1 t 1 1 1 10 10 11 I I I r I 1 it 11 12 1 1 I 1 1 I 1 � 12 1,3 1 I 1 1 I I 13 1 :1 14 1d 14 15 1 I t I 1 I • 15 15 16 16 16 17 17 17 18 1 1 1 1 1 l 18 19 1q 1 I I 1 1 1 19 19 20 1 I I I I 1 20 20 2 1 I I I I I 1 21 21 "2 23 1 I I 1 1 1 23 23 ?^ I 1 I 1 1 1 ?n nn 25 25 ?F 26 �fi 27 1 1 1 I 1 I . ?7 27 ?q I 1 1 1 1 1 �n 28 ?g 29 30 1 1 1 1 1 I ?O 30 31 1 1 I I I I @- I'R!►h11 tnr_r.rr hat .-+ Str Nr:,. n4 J .NICOLI 07 Iep- Rq I I . dq tin P . A (;RAY--()()CTORS OFFICE F1 I mem"llipw Fild rype^ - 1 =r Irl iri rnimrrc or) p i r)tlr-r7l on At t r i bu t P Typul 0 Indic t begin cit- I Pt isd r- FRAME tniio- nmi.-is str mo. 04 .1 NICOL 1 07 SPID 99 1 1 4 9 Sr)I t.e k S e I,v i c P---i L t 0 P . A . ORAY-nOCTORS OFF 1('F PI LOAD INITIALIZING DATA ............................-.................... Load Number of Number of Load Case Case Loaded Joints Loaded Members Description 4 16 DEAD LOAD 4 is LIVE LOAD I p MECHANICAL. LOAD JOINT LOAD DATA ................... LOAD CASE 1 RecordLoaded Horizontal Vertical Torsional Number Joint Load ( kips ) Load (kips ) Load (K--ft ) A 0 1 :1 . 2 1 A 15 (1 . 2P P 15 rJ 1 . 7f) ; n L-OAP CAPE 2. r,--cord Loaded V10- f' 170ntMl VPI tical Torsional Imber Joint Load ( kips ) Load ( kips) Load (K-ft ) In 0 -q . :^.Sfi 16 0 . 4 1n4 1)4 0 -4 . 169 L..O.A.D.....C.A.SE.....31 Record Loaded Horizontal Vertical Torsional Number Joint Load (kips ) Load (kips ) Load (K-ft ) I IF F) • 1 0 Notes - )o Int I r),-1 rj!�; a r!t fn t-tif- C', In 11,1 1 C C)0 1,d I I 1,*i t rn s,V s aryl, positive lini, i zcn t m I Lo;.9dil act-, in t h- rfne i I: i X d i i on . J . r)r, I t I v 0- V e r t. I f,M I o A d f--, F7 t In the prir!; it I-.,- r d I I-(ac t. ion . 4 Pop, i t i via Tore i ona I Ln,,4ds nr t counter, orkw-Ise MEMBER LOAD DATA ........ ...... I-OAD CASE I member distributed loads .........I-- I....................... ....... -ic Mem Sloped UDL Prof . UDL Local UDL Local UDL Triangular Thermal No . K/ft slope K/ft horiz k/ft perp K/ft parll K/ft (P GJ Change ( F) 1 15 0 9 n 0 P 1P 0 fl P -rRA.MF Ii)rtjf- Mata "Itv NO , III l .NICOLI n7 1op Pq I I .. 4 11 pm of t p Ltd R .A . i;RAY-OMTORS OFFICE 81 Triangular Thermal Rec Mem S10 'ped UDL Prof .roj . UDL Local UDL ocal UL No. No. K/ft slope K/ft hariz J</ft perp K/ft paDrll lVft M GJ Change (F) I17 0 . 1 0 r10 0 4 1 rl 0 1 0 0 5 19 0 . 1 S 2n 0 n U 0 7 71 0 fj 0 0 10 24 0 1 0 0 11 25 0 n 0 26 0 0 0 L) 0 27 0 0ti 0 0 14 2'1 00 1 1119 0 n 0 30 f) I (I ' Tembpr . dist.ribut ad 1 qa.d s, Rec Mem Sloped UDL Prof . U'6'E... Lo.cal UDL Local UDL TrimllgUlmr Thermal No . No . K/ft slope K/ft liorir k./ft perp K/ft parll K/ft M GJ Change ( F ) 0 1 15 0 0 i 113 0 7 0 7 rt 0 0 0 4 1R 0 5. 7 0 19 0 ?5'7 0 0 0 20 0 757 0 0 11 0 0 0 7 2 1 0 � ,7 0 0 8 22 0 . 297 0 9 ?3 0 25.1 0 0 0 2 957 0 V 0 11 10 4 0 0 25 2 5'1 0 0 0 - '1S7 0 0 12 0 0 0 0 13 27 0 257 0 0 '*,5 7 0 0 14 213 0 0 1) 0 15 29 0 2� 7 is 30 0 No t r's It) t lip q I oh, 1 nperl LIDL . P1-o,.JPf!tPd 001 Pt�ifot- Lam 1 ()rnl rpr-pendirulmr , Local r.,11-nllpl , Triatigulmt, 'Irld Thermal LOACIS act in khp lor-0 int With thr-, tw4oll-itkidr! sr)(5cified '"t 0 at t.1-1p lower I-Omds corp itt, No . 114 I~--FRAME InnUt 07 Spr Aq 11 : 49 F t e k S e i-v I nes L t f7i P. A . GRAY-(, OCTORS arricr 81 *.-L 0 A.D. O.M..BJ-N.A.T..I.,O.N- D-A.1.A Load Load Comb Load Comb Load Comb Load Comb Load Comb Load Comb Womb Case FA-t Case Fact Ca.se Fact Case Fact Case Fact Case Fact P- Fr,,AMr- trlrlljt r),ltj Sti, No. 04 J .NICOLI 07 Sen 99 11 :49 i,W�,yrvwsy�wr�r'atNNaewro�HaWw.wYvywsrra+�waa�cw, p( r,e1C r?PI'Vi(.;t?" Ltd R . .4. nR.AY-DOCTORS OFFICE F3 1 ' * ANALYSIS ,H„I,STORY *** 90 5truct:ure Dedre•e^ ^( fl . . . . . G 3tr•uctkW'? Hia1i` -R.arl nwidth . . . . . . . . . 540 StI-,LIC:tLlr•C? ;tiffne” F {emnnr. . . . . . . . Member• wir-h m+�ximum half-bandwi�{rh c rrinri springs . . . . . . . Number of ut,nort - Joint ** SUPPORT REAC1.IONS t.w* Load Case .Results. Y- Reaction Z-Reaction Joint Load X React ion (K-ft ) ps ) Case ( I<i ( 1<i ps) Number O . UUO '1 , 7.71 O . OUD � I 0 . 000 0 . 0110 10 . 983 0 . 000 . 50171 0 . 000 4 . 149 0 . 000 1 0 . 000 0 . 000 0 . 000 10 . f68 0 . 000 . 500 0 . 0011 (, oad ,'ombination Res.u_l.t.=:' Y--Reaction Z-React ion Joint Load X-Reaction (kips) (K-ft ) Number Combination ( I<{ p-- ) 0 . 000 15 . 75' (1 . 000 1 r 11 1 0 . 000 0 . 000 15 . 318 Nor c,rl Lo alnh.� l X dir•per. on . 1 pn• it ivr: X-r p. r:t: ions �►�:t il, r.he tin it ivp gloh.-� 1 f 17iir c?ctior� . ve Y r' ac:tions; act irr thy+ r^ T. r erantions acr c�ountal r.lc.7c ICwiS"'- +** JOINTGISPLACEMENIS y * Loa.dCase,,.Resul,ta- x_Displ . Y-Displ . Rotat ion Joint Load ( in) ( in) ( rad) Number Case 0 . 00000 - . 00231 1 I 0 17`0000 ., 0 . 00000 0 .00000 7 0 . 00000 0 . 00000 . 110035 0 . 00000 . 02772 . 00230 7 1 - . 01127 - . 00592 0 . 00000 - . 00035 0 . 00000 - . 004 18 Str Nr. . 04 r...rRn.MF linear Ela t t : ,�n 11y,- { ; rc+�talts 07 err pni 89 11 .19 J .NICOt_ I qw PW w v i -- - - - I Sof tek Ser v It-r-_, l.td R . A . GR,AY -VOCTOR^3 OFFICE 81 (_.,ad Case Results Joint Load X-Displ , Y-Displ . Rotatir_ri Number Case ( in) ( in) ( rad) 3 1 0 . 00000 - . 05512 . U0?11)6 ' 0 . 00000 - 14173 . 00591 0 . 00000 - . 00933 - . 00034 1 i i 4 1 0 . 00000 .- . 08 1 99 - . 0021n 2 0 . 00000 - . 210,55 . 00564 3 0 . 000n0 - , 01240 -- . 00034 5 1 0 . 00000 0'769 - . p0210 " 0100000 - . 27691 - . 00541 3 0 . 00000 - . 01636 - . 00032 y 6 1 0 . 00000 - . 13221.1: .- . 00198 2 0 00000 - 34000 -- - 00510 3 0 . 00000 -- . 020 1 '7 - . 0003 1 7 1 0 . 00000 15517 - . 00144 0 . 00000 '39900 004 'x2 3 0 . 00000 - . 0123130 - 000"9 r 1 0 . 00000 - . 17621 -- . 00166 " !1 . 00000 45310 1.1n42A 3 0 . 00000 02'120 - . 00027 9 I n . GOOnt 19506 001411 0 . 00000 - . 50157 - . 00380 0 . 00000 - 03034 - OnO25 1 0 1 0 . 00000 -- . 2 1 1 60 - . 00 1 ^s? 2 0 . 00000 - . 54411 -- . 0012.9 ? 0 . 00000 03319 -- . 00022 I I i 0 00000 - . ??5'76 . 001(in 2 0 . 00000 - . 59052 - . 00277 1 n nn0(10 - . 01569 - . 00019 12 1 0 . 00000 . 2374 6 .. . 09087 0 . 00000 - . 61060 - . 00224 3 0 . 00000 . 0378 . 00016 I '1 I 0 . 00000 - . 24662 a . 00000 - . 634 14 - . 00 1' a 3 0 . On000 - . 039!719 - . Uur 1:1 14 I 0 . 00000 25315 . 11004 .1 n ()n0n0 - . 65095 . 110111 1 0 . 00000 . 04093 - . 00009 I' 15 I 0 . 00000 - . 25699 - . 00021 O . COC^n . 66091 0005? 3 0 . 00000 -• . 04 162- - . 00004 P- FI;^ME Linear ElAtt Iv. alln f^ir, rK»alts Str, No. 04 I . NtCQI, 1 (17 '3ap A9 1 1 - 44 (gym MLMMML�WMI cif telt ServicPs 1--tcl P . A .n,RAY- SOC TORS OFFTr.F P1 rr X-Displ . Y-Displ . Rotation Joint Load ( in) in ( rad ) Number Case n p(I r) 03 0 . 00000 . 00007 0 00000 190 0 . 00000 - I I . 00026 17 1 O . 00000 2rr � 5 q 5 ovn67 1? 0 . 00000 OOOOA 0 . 00000 04162 0 0 11 r.)0 0 Or)n4 q 2 0 . 00000 9 00125 1 f? 0 0 n 0 r.1 (414 0 9 1 . 00009 1 0 . 00000 .. . 24465 . 000,111 0 . 00000 62907 Ar) I A I 0 . 00000 . . 01955 . 0001T 20 1 0 . 0 0 0 09 '.'3407. 00001 0 . 00000 6040E 00?35 0 . 00000 - . 0.1782 . 00018 227 '1 ) 0011 " . 2 0 . 00000 . 4 0 . 00000 57270 00:287 0 . 00000 03569 (ion In 0 . 00000 20917 00 1 '? 1 2 0 . 00000 - , 53 ,,20 00116 1 0 . n0000 I I n0012 1 0 . 00000 . 00149 0 . 00000 . . 4112 12 . 00:38:1 1 0 . 00000 -- . 03034 . 00025 ?4 1 0 , Ooono 17249 . 00166. 00427 2 0 . 00000 . 44 .352 . 00077 1 f.) . 00001.1 - . 027211 29 1 0 . 0000 15 163 . 00181 0 0 . 00000 :38988 00466 0 . 00000 .. . 01911P0 . 00029 0 . 00000 -- . 12905 00195 0 , 00000 - . 33192 . 0050U 2 - 3 (1 . 00000 . 02017 . 00031 '.7 1 0 . 00000 - . 10501, . 00206 2 0 . 00oon - . 27003 . 00520 1 0 . 00000 - . 01636 . 00032 1 0 00000 .. . 07981 . 00214 ? 0 . 00000 .. . 20522 . 005c " •? (1 . 00nn0 - . 012110 . 00VI4 P-rRAMF F 189tic rpsults r N c) 04 07 Flcl I I J .N I COI. T Al Sof t,'k Set-vices Ltd P . 1\ . nRAY---nOr,TOrS OFFICE 81 . .ad Case Results ................ .Joint Load X-Displ . Y-Displ . Rota#-ion Number, Case ( in) (red) 0000() 0537 1 . (i0220 0 . 00000 . 00567 0 . 000000OP33 00034 ,.n 1 0 . 00000 02701 . 00224 0 . 00000 06944 . 005'77 0 . 00000 004 i8 000"15 3 1) . 00000 0 . 00000 002113 0 . 00000 0 . 00000 (10500 0 . 00000 0 . 00000 Load Combination Results Joint. o a d X-Disol Y-Displ . Rotation Number- Combination ( in) ( in) ( rad ) 0 . 00000 Li . 00000 0 f f; 0 . 00000 . . 10:117 - . 00857 0 . 00000 - . 20517 - . 0084,11 0 . 00000 ... . 3r)4A3 - Aoni " r 0 . 00000 -- . 40096 0078:3 R I o . on000 49240 00,739 97717 0068.9 0 . 00000 - . 65650 . . 0062'! 9 I 0 . 00000 - . 72696 -- , 00552 0 . 00000 .. . 78889 - . 00480 r. . 00000 - . 84 197 . 00405 0 . 00000 - . 88589 - . 00327 0 . 00000 . 920111 - . 00246 IA 1 o . n p()o n 94491 00161 15 I 0 . 00000 99941 - . 0007" 16 1 0 . 00000 - . 96150 . 00010 1 '7 1 0 . 00000 -_ . qRS91 000(in IF 1 0 . 00000 - . 94012 . 0018 , p-f RAME 1.1 nea i- F Ims t i r. I ys I- I'PsUlts- Sf t, No . (14 J . NtOnt. 1 07 SPO pq 1 1 - 4 q pm Sc)ftel: Services Ltd R. A .GRAY-uOCTORS OFFICE 81 �. ad Combination ,Resu. Its, _ _.............-_..................._.... Y -Dis 1 . Rotation Joint Load X-Displ . p Number Combination (in) ( in) ( rad) 19 1 0 . 00000 -- . 91327 . 00264 20 1 0 . 00000 -- . R76RO . 00343 21 1 0 . 00000 - . 83111 004113 22 1 0 . 00000 - . 77664 n04A9 1 23 1 0 . 00000 - . 713135 ?4 1 0 . 00000 - . 64321 . 00620 25 1 0 . 00000 •- . 56531 nO677 2i; 1 n . 00000 •- . 48104 0n726 1 0 . 00000 - . 39141 . 00767 28 1 0 . 00000 -- . 29743 . 00798 ..r9 1 0 . 00000 - . 20014 . 00R21 30 1 0 . 00000 •- . 10064 . 00835 11 1 0 . 00000 0 . 00000 . 00R40 Notes : 1 . Positive X-disniarPments are ill the positive glohr�l X ciirertion . 2 . positive Y-displacements rare in the positive 91011al Y direction . 3 . positive Z-displacernents are counter-clockwise . ------------------------------- ......... . . .............. Load .,Case Raoul Mem Load Axial i LJ Shear M LJ BM 0 LJ Axial @ OJ Shear 0 OJ BM 0 c�J No. Case (kips) (kips) (K-ft) (kips) (kips ) 1 1 0 . 000 4 . 271 0 . 000 0 . 000 - . 271 4 . 271 2 0 . 000 10 . 983 0 . 000 0 . 000 - 10 . 983 10 . 983 3 0 . 000 . 500 0 . 000 0 . 000 -- . 500 . 500 2 1 0 . 000 4 . 271 -1 . 271 0 . 000 -4 . 271 8 . 542 2 0 . 000 10 . 983 -10 . 983 0 . 000 - 10 . 983 21 . 965 3 0 . 000 . 500 - . 500 0 . 000 - . 500 1 . 000 i 3 1 0 . 000 4 . 271 -8 . 542 0 . 000 -4 . 271 12 . 812 2 0 . 000 10 . 983 -21 . 965 0 . 000 - 10 . 983 32 . 448 J 3 0 . 000 . 500 - 1 . 000 0 . 000 - . 500 1 . 500 P -FRAME Linear Elastic analysis req- tilts Str No. 04 J . NICOLI 07 Sep 89 11 : 49 pm Sof tek Services Ltd R. A .GRAY--DOC , ORS OFFICE i 81 *ad-..Cac,e Results Shear @ GJ 8M @ GJ Mem Load Rxia1 ® LJ Shear @ LJ 8M @ LJ Axial @ G ( kips ) ( K-ft ) No. Case (kips) (kips) ( K--ft ) (kips ) 4 1 0 . 000 4 . 271 - 12 . 812 0 . 000 -4 . 271 17 . 003 -32 . 949 0 . 000 - 10 . 983 43 . 9 30 0 . 000 10 . 983 r 0 . 000 - . 500 2 . 000 3 0 . 000 . 500 -- 1 . 500 5 1 4 . 271 - 17 . 083 0 . 000 -4 . 271 21 . 354 0 . 000 2 0 . 000 10 . 983 -n3 . 93o o . 00n -- 1o . �e3 2 . 500 3 0 . 000 . 500 -2 . 000 O . oOo - . 500 F I 0 . 000 4 . 271 -21 . 354 0 . 000 -4 . 271 25 . 625 2 0 . 000 10 . 983 -54 . 913 0 . 000 - 10 . 983 65 . 895 3 0 . 000 . 500 -2 . 500 0 . 000 - . 500 3 . 000 1 0 . 000 4 . 271 --25 . 625 0 . 000 -4 . 271 29 . 896 0 . 000 10 . 983 -65 . 895 0 . 000 - 10 . 983 76 . 878 0 . 000 500 -3 . 000 0 . 000 - . 500 3 . 500 R 1 0 . 000 1 . 057 -29 . 17,96 0 . 000 - 1 . 057 30 . 952 2 0 . 000 2 . 717 -76 . '378 0 . 006 -2 . 79 . 595 3 0 . 000 500 500 -3 . 500 0 . 000 4 . 000 '1 . 000 -1 . 057 32 . 009 1 0 . 000 1 . 057 - 30 . 95? x1 . 000 -2 . 717 82 . 311 2 0 . 000 2 . 717 -79 . 595 0 . 000 - 500 4 . 500 3 0 . 000 . 500 -4 . 000 . 1n I 0 . 000 1 . 057 --32 . 009 0 . 000 - 1 . 05- 33 . 066 2 0 . 000 2 . 717 -82 . 311 O . Oon -2 . 71 85 . 028 3 0 . 000 . 500 --4 . 500 0 . 000 501, 5 . 000 11 1 0 . 000 1 . 057 -33 . 066 0 . 000 - 1 . 057 34 . 123 0 . 000 2 . 717 -85 . 028 0 . 000 -?. . 717 87 . 744 a 0 . 000 5no -5 . 000 0 . 000 - . 500 5 . 500 12 1 0 . 000 1 . 057 -34 . 123 0 . 000 -- 1 . 057 35 . 180 0 . 000 2 717 -87 . 744 0 . 000 -2 . 717 90 . 461 0 . 000 . 500 --5 . Soo 0 . 000 -- - Soo 6 . 000 0 . 000 1 . 057 -35 . 180 0 . 000 - 1 . 057 36 . 236 2 . 717 93 . 177 2 0 . 000 2 . 717 -90 . 461 0 . 000 --_ . 700 6 . 500 z 0 . 000 . 500 -6 . 000 0 . 000 i 0 . 000 1 . 057 -36 . 236 0 . 000 - 1 . 057 37 . 293 0 . 000 2 . 717 -93 . 177 0 . 000 -2 . 717 95 . 894 0 . 000 . 500 -6 . 500 0 . 000 - . 500 7 . 000 I ' 1 0 . 000 . 777 -37 . 293 0 . 000 - . 677 38 . 020 2 0 . 000 1 . 997 -95 . 894 0 . 000 - 1 . 740 97 . 762 3 0 . 000 . 500 --7 . 000 0 . 000 - . 500 7 . 500 16 1 0 . 000 - 1 . 028 -38 . 020 0 . 000 1 . 12a 36 . 942 ? 0 . 000 -2 . 644 -97 . 762 0 . 000 2 . 901 94 . 989 :3 0 . 000 - . 500 -7 . 500 0 . 000 . 500 7 . 000 Str No. 04 p-FRAHE l_ine?+r Elasticanalysis results 07 Sep 89 11 :49 pm J . NICC.LI ::.�:•+'kWnV,A:ro:IWt91151a..k+?�ildlMrMY9eYlWJ1Y�fIth'Wra'a15�J100�iM$M.iN6YkvLd4Fu*i�';,iE{!Id'WWINIh<., .-,,....-., ,: .. Softek Services Ltd R.A .GRAY-DOCTORS OFFICE B1 dad Cas• R�sul,t� Axial OJ Sheer m OJ !!M m OJ Mem Load Axial ® LJ gheki $)LJ( K-�t�(kips) (kips) (K-ft) No. Case (kips) p 17 1 0 . 000 -1 . 128 -36 . 942 0 . 000 1 . 228 35 . 764 2 0 . 000 -2 . 901 -94 . 989 0 . 000 3 . 158 91 . 959 - . 500 -7 . 000 0 . 000 . 500 6 . 500 3 0 . 000 ; 18 1 0 . 000 - 1 . 228 -35 . 764 0 . 000 1 . 328 34 . 485 2 0 . 000 -3 . 158 -91 . 959 0 . 000 3 . 415 88 . 672 1 0 . 000 .- . 500 -6 . 500 0 . 000 . 500 6 . 000 19 1 0 . 000 --1 . 328 -34 . 485 0 . 000 1 .428 33 . 107 2 0 . 000 -3 . 415 -88 . 672 0 . 000 3 . 672 85 . 128 3 0 . 000 - . 500 -6 . 000 0 . 000 . 500 5 . 500 20 1 0 . 000 - 1 . 428 -33 . 107 0 . 000 1 . 528 31 . 629 2 0 . 000 -3 . 672 85 . 128 0 . 000 3 . 929 81 . 327 3 0 . 000 - . 500 -5 . 500 0 . 000 . 500 5 . 000 21 1 0 . 000 •- 1 . 528 -31 . 629 0 . 000 1 . 628 30 . 051 2 0 . 000 -3 . 929 -81 . 327 0 . 000 4 . 186 77 . 2E+9 3 0 . 000 - . 500 -5 . 000 0 . 000 . 500 4 . 500 22 1 0 . 000 - 1 . 628 --30 . 051 0 . 000 1 . 728 28 . 373 f 2 0 . 000 --4 . 186 -77 . 269 0 . 000 4 . 443 72 . 954 b 3 0 . 000 - . 500 -4 . 500 0 . 000 . 500 4 . 000 23 1 0 . 000 - 1 . 728 -28 . 373 0 . 000 1 . 828 26 . 594 2 0 . 000 -4 . 443 -72 . 954 0 . 000 4 . 700 68 . 3P3 -4 . 000 0 . 000 500 3 . 500 3 0 . 000 - . 500 24 1 0 . 000 -3 . 449 -26 . 594 0 . 000 3 . 549 23 . 095 2 0 . 000 -8 . 869 -68 . 383 0 . 000 9 . 126 59 . 385 3 0 . 000 - . 500 -3 . 500 0 . 000 500 3 . 000 25 1 0 . 000 -3 . 549 -23 . 095 0 . 000 3 . 649 19 . 496 2 0 . 000 -9 . 126 -59 . 385 0 . 000 9 . 383 50 . 130 3 0 . 000 - . 500 -3 . 000 0 . 000 . 500 2 . 500 26 1 0 . 000 -3 . 649 - 19 . 496 0 . 000 3 . 749 15 . 797 2 0 . 000 -9 . 383 -50 . 130 0 . 000 9 . 640 40 . 618 3 0 . 000 -- . 500 -2 . 500 0 . 000 . 500 2 . 000 27 1 0 . 000 -3 . 749 -15 . 797 0 . 000 3 . 849 11 . 998 2 0 . 000 --9 . 640 -40 . 618 0 . 000 9 . 897 30 . 849 3 0 . 000 -- . 500 -2 . 000 0 . 000 . 500 1 . 500 2P 1 0 . 000 -3 . 849 -- 11 . 998 0 . 000 3 . 949 8 . 098 2 0 . 000 -9 . 897 -30 . 849 0 . 000 10 . 154 20 . 823 3 0 . 000 - . 500 - 1 . 500 0 . 000 . 500 1 . 000 2q 1 0 . 000 _.3 . 949 --8 . 098 0 . 000 4 . 040 4 . 099 2 0 . 000 -- 10 . 154 -20 . 823 0 . 000 10 . 411 10 . 540 3 0 . 000 - . 500 - 1 . 000 0 . 000 . 500 . 500 I P--FRAME Linear Elastic analysis results 07 Scop 89 11 . 49 pmJ .NICOL? r Softek Services Ltd R.A .G RAY-DOCTORS OFFICE 81 '�•�ad Case Results Mem Loac' Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No. Case (kips) (kips) ( K-ft ) ( kips) (kips ) ( K--ft ) 30 1 0 . 000 -4 . 049 4 . 099 0 . 000 4 . 149 0 . 000 2 0 . 000 -10 . 411 10 . 540 0 . 000 10 . 668 0 . 000 3 0 . 000 - . 500 -- . 500 0 . 000 . 500 0 . 000 Load Combination Results . .. .................._................._._..........._.._I................_.... Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ QM @ GJ No . Comb (kips) (kips ) ( K-ft ) (kips) ( gips) ,-ft 1 1 0 . 000 1r, . 753 0 . 000 0 . 000 - 15 . 753 15 . 753 1 0 . 000 15 . 753 - 15 . 753 0 . 000 - 15 . 753 31 . 507 3 1 0 . 000 15 . 753 --31 . 507 0 . 000 - 15 . 753 47 . 260 4 1 0 . 000 15 . 753 - 47 . 260 0 . 000 - 15 . 753 63 . 013 5 1 0 . 000 15 . 75.1 -63 . 013 0 . 000 - 15 . 753 '7A . 767 6 1 0 . 000 15 . 753 -78 . 767 0 . 000 - 15 . 753 94 . 620 7 1 0 . 000 15 . 753 r -94 . 520 0 . 000 - 15 . 7K3 110 . 274 �1 8 1 0 . 000 4 . 273 - 110 . 274 0 . 000 -4 . 273 114 . 547 9 1 0 . 000 4 . 2'73 114 . 547 0 . 000 -4 . 273 11R R n 10 1 0 . 000 4 . 273 118 . 820 0 . 000 -4 . 273 123 . 094 11 1 0 . 000 4 . 273 -123 . 094 0 . 000 -4 . 273 127 . •3F7 12 1 0 . 000 4 . 273 -127 . 367 0 . 000 -4 . 273 131 . 640 13 1 0 . 000 4 . 273 - 131 . F40 0 . 000 -4 . 773 I35 , 914 14 1 0 . 000 4 . 273 -- 1 35 . 914 0 . 000 -4 . 273 140 . 187 15 1 0 . 000 3 . 273 -140 . 187 0 . 000 -2 . 9 16 14'3 . X82 16 ? 0 . 000 -4 . 173 - 143 . 282 0 . 000 4 . 530 138 . 931 17 1 0 . 000 1 . r, an .- 138 . 931 0 . 000 4 . Aa7 134 . 223 18 1 0 . 100 -4 . 887 - 134 . 223 0 . 000 5 . 244 129 . 158 19 1 0 . 000 -5 . 2.44 - 129 . 158 0 . 000 5 . 601 123 . 735 �0 1 0 . 000 ---5 . 601 - 123 . 735 0 . 000 5 . 958 117 . 956 21 1 0 . 000 -5 . 958 - 117 . 956 0 . 000 6 . 315 111 . 820 22. 1 0 . 000 -6 . 315 - 111 . 820 0 . 000 6 . 672 105 . 327 P FRAME Linear Elastic analysis results I . NICOL I Str• No , 04 07 Sep 89 11 :49 pm Sof tek :,ery ices Ltd R.A .GRAY-DOCTORS OFFICE 81 t�Jad Combination Results Mem Load Axial @ LJ Shear a LJ SM @ LJ Axial 0 GJ Shear @ OJ SM @ OJ No. Comb (kips) (kips) (K-ft) (kips) (kips) (K-ft) 23 1 0 . 000 -6 . 672 105 . 327 0 . 000 7 . 029 98 . 477 24 1 0 . 000 - 12 . 819 -98 . 477 0 . 000 13 . 176 85 . 480 25 1 0 . 000 -13 . 176 -85 . 480 0 . 000 13. 533 72 . 126 26 1 0 . 000 - 13 . 533 -72 . 126 0 . 000 13 . 890 58 , 415 "7 1 0 . 000 - 13 . 890 -58 . 415 0 . 000 14 . 247 44 , 346 28 1 0 . 000 - 14 . 24 7 --44 . 346 0 . 000 14 . 604 29 . 97. 1 '9 1 0 . 000 - 14 . 604 -2.9 . 921 0 . 000 14 . 961 15 . 139 30 1 0 . 000 .. 14 . 961 -15 . 139 0 . 000 15 . 318 0 , ;+QO Nates : I - Positive axial forces act in the positive local (member) x direction . 2 . Poaitivp shear forces act in the positive local (member ) y direction . 3 . Positive bendinq moments act counter-clockwise. 1� ** MEMBER. ..... .....STRESSES *** .................... .. ................. Load CaseResults ... Mem Load Joint Axial Sherr Sending Top Normal got Normal No. Case No. (psi ) (psi ) (psi ) (psi ) (psi ) 1 1 1 0 . 0 2 0 . 0 0 . 0 0 . 0 0 . 0 -5,76 . 5 --5'76 . 5 576 . 5 2 1 0 . 0 2 0 . 0 0 . 0 0 . 0 0 . 0 - 1 , 482 . 5 - 1482 . 5 1 , 482 . 5 3 1 0 . 0 , 0 . 0 0 . 0 2 0 . 0 0 . 0 6-67 . 5 -67 . 5 7 . 5 2 I 2 0 . 0 -576 . 5 -576 . 5 576 . 5 0 , 0 - 1 , 153 . 0 - 1 , 153 . 0 1 , 153 . 0 2 2 0 . 0 - 1 ,482 . 5 -1 , 482 . 5 1 , 482 . 5 3 0 . 0 -2 , 964 . 9 -2, 964 . 9 2 , g 3 2 0 . 0 64 . 9 -67 . 5 3 0 . 0 -67 . 5 67 . 5 - 135 . 0 - 135 . 0 135 . 0 3 1 3 0 . 0 - 1 , 153 . 0 1 . 153 . 0 1 , 153 . Q 4 2 1 0 . 0 - 1 , 729 . 5 - 1 , 729 . 5 1 , 729 . 5 4 0 . 0 2. 964 . 9 -2 , 964 . 9 2 , 964 . 9 3 3 0 . 0 0 . 0 -4 , 447 . 4 -4 , 447 . 4 4 , 447 . 4 4 - 135 . 0 - 135 . 0 135 . 0 0 . 0 -202 . 5 -202 . 5202 . 5 P-FRAME Linear Elastic analysis results J .NIC0LI S t r No. 04 0? Sep A9 11 : 49 pm Sof tek Services Itd R. A .GP.AY-DOCTORS OFFICE 81 (-uad Case Results -....... .._......._..............._........I.. Mem Load Joint Axial Shear sending Top Normal Bat Normal No. Case No. (psi ) (psi ) (psi ) (psi ) (psi ) 4 1 4 0 . 0 -1 , 729 . 5 - 1 , 729 . 5 1 , 729 . 5 5 0 . 0 -2 , 305 . 9 -2 , 105 . 9 2 , 305 . 9 2 4 0 . 0 --4 ,447 .4 -4 , 447 .4 4 , 447 . 4 5 0 . 0 -5 , 929 . 8 -5 , 929 . 8 5 , 929 . 8 .3 4 0 . 0 -202 . 5 -202 . 5 202 . 5 5 0 . 0 -270 . 0 -270 . 0 270 . 0 5 1 5 L . 0 -2 , 305 . 9 -2 , .305 . 9 2 , 305 . 9 6 0 . 0 -2 , 882 . 4 -21882 . 4 2 , 882 . 4 2 5 0 . 0 -5 , 929 . 8 --5 , 929 . 8 5 , 929 . 8 6 0 . 0 -7 , 412 . 3 -7 ,412 . 3 7 , 412 . 3 3 5 0 . 0 -270 . 0 -270 . 0 270 . 0 6 0 . 0 -337 . 5 -337 . 5 337 . 5 6 1 6 0 . 0 --2 , 882 . 4 -2 , 882 . 4 2 , 882 . 4 7 0 . 0 -3 , 458 . 9 -3 , 458 . 9 3 , 458 . 9 2 6 0 . 0 -7, 412 . 3 -7 , 412. . 3 7 , 412 . 3 7 0 . 0 -8 , 694 . 8 --8 , 894 . 8 8 , 894 . 8 3 6 0 . 0 -337 . 5 -337 . 5 337 . 5 7 0 . 0 -404 . 9 -404 . 9 404 . 9 7 1 7 0 . 0 -3 , 458 . 9 -3 , 458 . 9 3 . 458 . 9 8 0 . 0 -4 , 035 . 4 -4 , 035 . 4 4 , 035 . 4 2 7 0 . 0 --8 , 894 . 8 -8 , 894 . 8 8 , 894 . 8 8 0 . 0 - 10, 377 . 2 - 10 , 377 . 2 10 , 377 . 2 3 .7 0 . 0 -404 . 9 -404 . 9 404 . 9 8 0 . 0 -472. . 4 -472 . 4 472 . 4 8 1 8 0 . 0 -4 , 035 . 4 -4 , 035 . 4 4 , 035 . 4 9 0 . 0 -4 , 178 . 1 -4 , 178 . 1 4 , 178 . 1 2 8 0 . 0 - 10 , 377 . 2 - 10 , 377 . 2 10 , 377 . 2 9 0 . 0 - 10 , 743 . 9 - 10 , 743 . 9 10 , 743 . 9 3 8 0 . 0 -472 . 4 -472 . 4 472 . 4 9 0 . 0 -539 . 9 -539 . 9 539 . 9 9 1 9 0 . 0 -4 , 178 . 1 -4 , 178. 1 4 , 178 . 1 10 0 . 0 -4 , 320 . 7 -4 . 320 . 7 4 , 320 . 7 2. 9 0 . 0 - 10 , 743 . 9 -- 10 , 743 . 9 10, 743 . 9 10 0 . 0 -- 11 , 110 . 6 - 11 , 110 . 6 11 , 110 . 6 3 9 0 . 0 -539 . 9 -539 . 9 539 . 9 10 0 . 0 -607 . 4 -607 . 4 607 . 4 10 1 10 0 . 0 -4 , 320 . 7 -4 , 320 . 7 4 , 320 . 7 11 0 . 0 -4 , 463 . 4 -4 , 463 . 4 4 ,463 . 4 2 10 0 . 0 - 11 , 110'. 6 -- 11 . 110 . 6 11 , 110 . 6 11 0 . 0 - 11 ,477 . 3 - 11 , 477 . 3 11 , 477 . 3 3 10 0 . 0 -607 . 4 -607 . 4 607 . 4 11 0 . 0 -674 . 9 -674 . 9 674 . 9 11 1 11 0 . 0 -4 , 463 . 4 -4 ,463 . 4 4 , 463 . 1 12 0 . 0 -4 , 606 . 0 -4 , 606 . 0 4 , 606 . 0 P--FRAME Linear Elastic analysis results 5tr No. 04 J .NICOLi 07 Sep 89 11 : 44 pm Softek Services L.td R. A.GRAY-DOCTORS OFFICE B'I L-03d Case Results Mem Load Joint Axial Sheth Bending Top Normal Bot Normal No. Case No . ( psi ) (psi ) (psi ) (psi ) ( psi ) 2 11 0 . 7 - 11 , 477 . 3 - 11 . 477 . 3 11 , 477 . 3 12 0 . 0 -11 , 844 . 0 11 , 844 . 0 11 , 844 . 0 3 11 0 . 0 -674 . 9 --674 . 9 674 . 4 12 0 . 0 -742 . 4 --7411 . 4 742 . 4 12 1 12 0 . 0 -4 , 606 . 0 -4 , 606 . 0 4 , 606 . 0 13 0 . 0 -4 , 748 . 7 -4 , 748 . 7 4 , 748 . 7 2 12 0 . 0 - 11 , 844 . 0 -11 , 844 . 0 11 , 844 . 0 13 0 . 0 --12 , ? 10 . 7 - 12 , 210 . 7 12 , 210 . 1 3 12 0 . 0 --742 . 4 -742 . 4 742 . 4 13 0 . 0 -809 . 9 -809 . 9 809 . 9 13 1 13 0 . 0 -4 , 748 . 7 -4 , 748 . 7 4 , 748 . 7 14 0 . 0 -4 , 891 . 3 -4 , 891 . 3 4 . 891 . 3 2 13 0 . 0 - 12 , 210 . 7 -12 , 210 . 7 12 , 210 . 7 14 0 . 0 - 12 , 577 .4 -12 , 577 . 4 12 , 577 . 4 3 13 0 . 0 -809 . 9 -809 . 9 809 . 9 14 0 . 0 -877 . 4 -877 . 4 877 . 4 14 1 14 0 . 0 -4 , 891 . 3 -4 , 891 . 3 4 , 891 . 3 15 0 . 0 -5 , 034 . 0 -5 , 034 . 0 5 , 034 . 0 2 14 0 . 0 - 12 , 577 . 4 -- 1 ?- , 577 . 4 12 , 577 . 4 15 0 . 0 - 12 , 944 . 1 12 , 944 . 1 12 , 944 . 1 3 14 0 . 0 -877 . 4 -877 . 4 877 . 4 15 0 . 0 --944 . 9 -944 . 9 944 . 9 17, 1 15 0 . 0 -5 , 034 . 0 -5 , 034 . 0 5 , 034 . 0 16 0 . 0 -5 , 132 . 1 - 5 , 132 . 1 5 , 132 . 1 2 15 0 . 0 -- 12 , 944 . 1 - 12 , 944 . 1 12 , 944 . 1 16 0 . 0 --13 , 196 . 2 - 13 , 196 . 2 13 , 196 . 2 3 15 0 . 0 - 944 . 9 -944 . 9 944 . 9 16 0 . 0 - 1 , 012 . 4 - 1 , 012 . 4 1 , 012 . 4 I � I 16 0 . 0 -5 , 132 . 1 -5 , 132 . 1 5 , 132 . 1 17 0 . 0 -4 , 986 . 5 -4 , 986 . 5 4 , 986 . 5 16 0 . 0 -- 13 , 196 . 2 -13 , 196 . 2 13 , 196 . 2 17 0 . 0 - 12 , 821 . 9 - 12 , 821 . 9 12 , 8 .21 . 9 16 0 . 0 - 1 , 012 . 4 -1 , 012 . 4 1 , 012 . 4 17 0 . 0 --944 . 9 -944 . 9 944 . 9 17 1 17 0 . 0 -4 , 986 . 5 --4 , 986 . 5 4 , 986 . 5 18 0 . 0 -4 , 82.7 . 5 -4 , 827 . 5 4 , 827 . 5 2 17 0 . 0 - 12 , 821 . 9 - 12 , 821 . 9 12 - 821 . 9 18 0 . 0 - 12 , 412 . 9 - 12 , 412 . 9 12 , 412 . 9 3 17 0 . 0 -944 . 9 --944 . 9 944 . 9 IR 0 . 0 -877 . 4 -877 4 877 . 4 18 1 18 0 . 0 --4 , 827 . 5 --4 , 827 . 5 4 , 827 . 5 19 0 . 0 -4 , 654 . 9 --4 , 654 . 9 4 , 654 . 9 2 is 0 . 0 - 12 , 412 . 9 -12 , 412 . 9 12 , 412 . 9 19 0 . 0 - 11 , 969 . 3 -11 , 969 . 3 11 , 969 . 3 F- FRAME Linear Elastic analysis results St No . V .I . NICOLI 07 Sep 89 11 . 49 rm Softek Services Ltd R.A . GRAY-DOCTORS OFFICE 81 "gad Case Results Mem Load Joint Axial Shear Bending Top Normal Bot Norma No. Case No . (psi ) (psi ) (psi ) ( psi ) ( psi ) 3 18 0 . 0 -877 . 4 - P77 4 877 . 4 19 0 . 0 -809 . 9 -909 . 9 809 . 9 JJ 1 19 r . 0 -4 , 654 . 9 --4 , 654 . 9 4 , 654 . 9 20 0 . 0 -4 , 468 . 9 -4 , 468 . 9 4 , 468 . 9 2 19 0 . 0 - 1 , 969 . 3 - 11 , 969 . 3 11 , 969 . 3 20 0 . 0 -11 ,490 . 9 - 11 , 490 . 9 11 , 490 . 9 3 19 0 . 0 -909 . 9 -A09 . 9 809 . 9 20 0 . 0 -742 . 4 -742 . 4 742 . 4 20 1 20 0 . 0 -4 , 468 . 9 --4 , 468 . 9 4 , 468 . 9 21 0 . 0 _4 , 269 . 4 -4 , 269 . 4 4 , 269 . 4 2 20 0 . 0 - 11 , 490 . 9 - 11 . 490 . 9 11 , .190 . 9 21 0 . 0 - 10 , 977 . 8 - 10 . 977 . 8 10 , 977 . 8 3 20 0 . 0 -742 . 4 -742 . 4 742 . 4 21 0 . 0 --674 . 9 --674 . 9 674 . 9 21 1 21 0 . 0 -4 , 269 . 4 -4 , 269 .4 4 , 269 . 4 22 0 . 0 -4 , 056 . 4 -4 , 056 . 4 4 , 056 . 4 2 21 0 . 0 -10, 977 . 8 - 10 , 977 . 8 10 , 977 . 8 22 0 . 0 - 10 , 430 . 1 --- 10 , 430 . 1 10 , 430 . 1 3 21 9 . 0 -674 . 9 -674 . 9 674 . 9 22 0 . 0 -607 . 4 -607 . 4 F07 . 4 22 1 22 0 . 0 -4 , 056 . 4 -4 , 056 . 4 4 , 056 . 4 23 0 . 0 -3 , 829 . 8 -3 , 829 . 8 3 , 829 . 8 2 22 0 . 0 -10 , 430 . 1 -10 , 430 . 1 10 , 430 . 1 23 0 . 0 -9 , 847 . 6 --9 , 847 . 6 9, 847 . 6 3 22 0 . 0 -607 . 4 -607 . 4 607 . 4 2.3 0 . 0 -539 . 9 -539 . 9 539 . 4 23 1 23 0 . 0 -3 , 829 . 8 -3 , 829 . 9 3 , 829 . 8 24 0 . 0 -3 , 589 . 8 -? , 589 . 8 3 , 599 8 2 23 0 . 0 -9 , 841 . 6 -9 , 847 . 6 9 , 847 . 6 24 0 . 0 --9 , 230 . 5 -9 , 230 . 5 9 , 230 . 5 3 23 0 0 -539 . 9 -539 . 9 539 . 9 24 0 . 0 --472 . 4 -472 . 4 472 . 4 24 1 24 0 . 0 -3 , 589 . 8 --3 , 589 . 8 3 , 589 . 8 25 0 . 0 -3 , 117 . 5 -3 , 117 . 5 3 , 117 . 5 2 24 1 . 0 -9 , 230 . 5 -9 , 230 . 5 9 , 230 . 5 25 6 . 0 - 9 , 015 . 9 -8 , 015 . 9 8 , 015 . Q 3 24 0 . 0 -472 . 4 -472 . 4 472 . 4 25 0 . 0 -404 . 9 -404 . 9 404 . 9 1 25 0 . 0 -3 , 117 . 5 -3 , 117 . 5 3 , 11 '7 . 5 26 0 . 0 -2 , 631 . 6 -2 , 631 . 6 2 , 631 . 6 2 25 0 . 0 -8 , 015 . 9 -8 , 015 . 9 8 , 015 . 9 26 0 . 0 -6 , 766 . 7 -6 , 766 . 7 6 , 766 . 7 3 25 0 . 0 -404 . 9 --404 . 9 404 . 9 26 0 . 0 --337 . 5 --337 . 5 337 . 5 O--FRAME Linear Elastic "nalysis results Str No. 04 J . NICOLI 07 Sep 89 11 :49 pm Softek Services Ltd R . .A . GRAY-DOCTORS OFFICE 81 ed Case Result t-s Mem L.o,ied Joint Axial Shear Bending Top Normal Sot Normal No. Casp No. (psi ) (psi ) (psi ) ( psi ) (psi ) 2F 1 26 0 . 0 -2 , 631 . 6 -2 , 631 . 6 2 , 631 . 6 27 0 . 0 -2, 132 . 3 --2 , 132 . 3 2 , 132 . 3 2F 0 . 0 -6 , 766 . 7 -6 , 766 . 7 6 , 766 . 7 ?7 0 . 0 -5 ,482 . 7 -5 , 482 . 7 5 , 482 . 7 ? 26 0 . 0 -337 . 5 --337 . 5 337 . 5 27 0 . 0 -270 . 0 -270 . 0 270 . 0 )7 1 27 0 . 0 -2 , 132 . 3 -2 , 132 . 3 2 , 13? . 3 28 0 . 0 - 1 , 619 . 5 - 1 , 619 . 5 1 , 619 . 5 2 ?7 0 . 0 -5 .492 . 7 -5, 492 . 7 5 , 482. . 7 28 0 . 0 -4 , 164 . 1 -4 , 161 . 1 4 , 164 . 1 1 27 0 . 0 -270 . 0 -270 . 0 270 . 0 28 0 . 0 -202 . 5 -202 . 5 202 . 5 28 1 29 0 . 0 - 1 , 619 . 5 - 1 , 619 . 5 1 , 619 . 5 7.9 0 . 0 - 1 , 093 . 1 - 1 , 093 . 1 1 , 093 . 1 2 28 0 . 0 -4 , 164 . 1 --4 , 164 . 1 4 , 164 . 1 29 0 . 0 -2 , 810 . 7 -2 , 910 . 7 2 , 810 . 7 3 28 0 . 0 -202 . 5 -202 . 5 202 . 5 29 0 . 0 - 135 . 0 •- 1 :15 . 0 135 . 0 29 1 29 0 . 0 -1 , 093 . 1 -1 , 093 . 1 1 , 093 . 1 30 0 . 0 -553 . 3 -553 . 3 553 . 3 2 29 0 . 0 --2 , 010 . 7 -2 , 810 . 7 2 , 810 . 7 30 0 . 0 -1 , 422 . 7 - 1 , 422 . 7 1 ,422 . 7 3 29 0 0 -135 . 0 -135 . 0 135 . 0 30 0 . 0 -67 . 5 -67 . 5 67 . 5 30 1 30 0 . 0 -553 . 3 -553 . 3 553 . 3 31 0 . 0 0 . 0 0 . 0 0 . 0 2 30 0 . 0 - 1 ,422 . 7 - 1 , 422 . 7 1 ,422 . 7 31 0 . 0 0 . 0 0 . 0 0 . 0 1 30 0 . 0 -67 . 5 -67 . 5 57 . 5 31 0 . 0 0 . 0 0 . 0 0 . 0 Load Combination Results Mem Load Joint Axial Sheer Bending Top Normal Sot Normal No. Comb No. (psi ) (Psi ) (psi ) (psi ) (psi ) 1 1 1 0 . 0 0 . 0 0 . 0 0 . 0 2 0 . 0 --2 , 126 . 4 -2 , 126 . 4 2 , 126 . 4 2 1 2 0 . 0 -2 , 126 .4 -2 , 126 . 4 2 , 126 . 4 3 0 . 0 -4 , 252 . 9 -4 , 252 . 9 4 , 252 . 9 1 1 1 0 . 0 --4 , 252 . 9 -4 . 252 . 9 4 , 252 . 9 4 0 . 0 -6 , 379 . 3 -6 , 379 . 3 6 , 379 . 3 1 1 4 0 . 0 -6 , 379 . 3 -5 , 379 . 1 6 , 379 . 3 5 0 . 0 -8 , 505 . P -8 , 505 . p 8 , 505 . 8 Fl- FRAME Linear, F.. lagtic analysi!5 results Str Mo. 04 J . NICOLI 07 Sep 89 11 . 49 pm Soften Verv+c;es Ltd R.A . GRAY -'CIOCTCRS OFFICE 81 load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (p. ) (psi ) (psi ) (psi ) (pji ) 5 I 5 0 . 0 -8 , 505 . 8 -8 , 505 . 8 8 , 505 . 8 6 0 . 0 - 10, 632 . 2 - 10 , 632 . 2 10 , 632 . 2 6 1 6 0 . 0 - 10 , 632 . 2 - 10 , 632 . 2 10 , 632 . 2 7 0 . 0 -12, 758 . 6 - 12 , 758 . 6 12. , 758 . 6 7 I 7 n . 0 - 12 , 758 . 6 - 1 ,2 , 758 . 6 12 , 758 . 6 8 0 . 0 - 140885 . 1 - 14 , 885 . 1 14 , 885 . 1 8 1 8 0. 0 - 14 , 885 . 1 - 14 , 885 . 1 14 , 885 . 1 9 0 . 0 -15 , 461 . 9 - 15 , 461 . 9 15 , 461 . 9 9 1 9 0 . 0 - 15 , 461 . 9 -- 15 , 461 . 9 15 , 461 . 9 10 0 . 0 - 16 , 038 . 7 - 16 , 038 . 7 16 , 038 . 7 10 1 10 0 . 0 - 16 , 038 . 7 - 16 , 038 . 7 16 , 038 . 7 11 0 . 0 - 16 , 615 . 6 - 16 , 615 . 6 16 , 615 . 6 11 1 11 0 . 0 - 16 , 615 . 6 - 16 , 615 . 6 16 , 615 . 6 12 0 . 0 - 17 , 192 . 4 --17 , 192 . 4 17 , 192 . 4 12 1 12 0 . 0 --17 , 192 . 4 - 17 , 192 . 4 17 , 192 . 4 13 0 . 0 -- 17 , 769 . 2 - 17 , 769 . 2 17 , 769 . 2 13 1 13 0 . 0 - 17 . '769 . 2 - 17 , 769 . 2. 17 , 769 . 2 14 0 . 0 - 18 , 346 . 1 - 18 , 346 . 1 18 , 346 . 1 14 1 14 0 . 0 - 18 , 346 . 1 -18 . 346 . 1 18 , 346 . 1 15 C1 • 0 -18, 922. . 9 -- 18 , 922 . 9 18, 922 . Q 15 1 15 0 . 0 -- 18 , 922 . 9 - 18 , 922 . 9 18, 922 . 9 16 0 . 0 -19, 340 . 7 -19 , 340 . 7 19 , 340 . 7 16 1 16 0 . 0 -19, 340 . 7 -19, 340 . 7 19, 340 . 7 17 0 . 0 - 18 , 753 . 3 -- 18 , 753 . 3 18 , 753 . 3 17 1 17 0 . 0 - 18 , 753 . 3 --18 , 753 . 3 18 , 753 . 3 1$ 0 . 0 - 18, 117 . 8 -18 , 117 . LO 18 , 117 . 6 18 1 18 0 . 0 - 18 , 117 . 8 - 18 , 117 . 8 18 , 117 . 8 19 0 . n -17 , 434 . 1 - 17 , 434 . 1 17 , 434 . 1 19 1 19 0 . 0 -- 17, 434 . 1 -17 , 434 . 1 17 . 434 . 1 20 0 . 0 - 16 , 702 . 2 -16 , 702 . 2 16 , 702 . 2 20 1 20 n . 0 -- 16 , 702 . 2 - 16 , 702 . 2 16 , 702 . 2 1 21 0 . 0 -- 15 , 922 . 1 - 15 , 922 . 1 15 , 922 . 1 21 1 21 0 . 0 - 15 , 922 . 1 - 15 , 922 . 1 15 , 922 . 1 21) 0 . 0 -- 15 , 093 . 8 -- 15 , 093 . 8 15 , 093 . 8 P-FRAME Linear Elastic ari,11ysis esults J .N1CnLI Str No. 04 07 Sep 99 11 :49 pm .. . ..s�e.nA..a1.fYelMfdukuYafB/ ' 'w.j:-::A1.B"k t:•::rti4:n3.t"?'i+b�N.1`fi?r:. ,.'1N/ikYkMtr,aa.ur.wv:llMiNAYWCM1/rI�gYYV/aMCweWN4+o�awwe: Softek Services Ltd R. A.GRAY-DOCTORS OFFICE 81 Load Combination Results ......_......�...................... ..........._.....�.._.....-................_. Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi ) (psi ) (psi ) ( psi ) (psi ) 22 1 22 0 . 0 -15 , 093 . 8 -- 15 , 093 . 8 15 , 093 . 8 23 0 . 0 - 14 , 217 . 4 - 14 , 2. 17 . 4 14 , 217 . 4 23 1 21 0 . 0 - 14 , 217 . 4 - 14 , 217 . 4 14 , 217 . 4 24 0 . 0 -- 13 , 292 . 7 -13 , 292 . 7 13, 292. . 7 24 1 24 0 . 0 1. 13 , 292 . 7 - 13 , 292 . 7 13, 292 . 7 25 0 . 0 - 11 , 538 . 3 -11 , 538 . 3 11 , 538 . 3 25 1 25 0 . 0 - 11 , 538 . 3 - 11 , 538 . 3 11 , 538 . 3 26 0 . 0 -9 , 735 . 7 -9 , 735 . 7 9 , 735 . 7 26 1 26 O . 0 --9 , 735 . 7 -9 , 735 . 7 9, 73,5 . t 27 0 . 0 -7 , 885 . 0 -7 , 885 . 0 7 , 885 . 0 27 1 27 0 . 9 -7 , 885 . 0 --7 , 885 . 0 7 , 885 . 0 2R 0 0 -5 , 986 - 0 -5 , 986 . 0 5 , 986 . 0 28 1 28 0 . 0 -5 , 986 . 0 -5 , 986 . 0 5 , 986 . 0 29 0 . 0 -4 , 038 . 9 -4 ,038 . 9 4 ,038 . 9 29 1 29 0 . 0 -4 . 038 . 9 -4 , 038 . 9 4 . 038 . 9 30 0 . 0 -2 , 043 . 5 -2 , 043 . 5 2 , 043 . 5 30 1 30 0 . 0 --2 , 043 . 5 --2 , 043 . 5 2, 043 . 5 31 0 . 0 0 . 0 0 . 0 0 . 0 Notes : I . Axial stress is positive for tension . 2 . Shear stress is positive for pcsitive shear . 3 . Bending stress is for top of member . Bending stress i5 positive for tension . 4 . Top Normal stress tr Axial + Bending . Bottom Normal stress = Axial -- Bending . ( P-FRAME Linear Elastic analysis results Str No. 04 J AICOL I 07 Sep 89 1 1 :49 rM w+r �s wr ws *rR ata wAI we a• Softek Servirms L*d R.A.GRAY--MEDTCAL CLIVI, 13 .Job Description : R . A . GRAY-MEDICAL CLINIC Frame Description : 02 Structure Parameters Analysis options Membprs . . . . . . . . . . . 10 Linear Elastic Analysis Joints . . . . . . . :31 Imperial Units Springs . . . . . . . . . . . n Sections . . . . . . . . . . 1 M-rteriAIs . . . . . . . . . � Load Cases . . . . . . . . 3 Load Combinations . 1 User Name: J .NICOL I P-FRAME„ 1 .04 (,c,�.....1985 Softek Services Ltd Head Office: 5729 West Boulevard , Ste 2 Vancouver , L .C. V6M 3WR CAnAdA (604 )263-2726 Softek assumes no respon!-ibility for the accuracy, validity at, applicability of the results of P--FRAME . r P-FRAME Input Data Str No . 05 1 . NICOL 1 08 Sep 841 12 : 04 am Softek Services Ltd R . .A .GRAY -MEDICAL CLINIC 82 *** JOINT DATA *** joint X - coord . Y - coord . X - Degree Y - Degree Z - Degree Number ( feet ) ( feet ) of Freedom of Freedom of Freedom 1 1 0 0 0 1 2 2 0 1 1 1 3 3 0 1 1 1 4 4 0 1 1 1 5 5 0 I 1 1 6 6 0 1 1 1 7 7 1 1 1 H la 0 1 1 1 9 9 0 I I 1 10 10 0 1 1 1 11 11 0 1 1 12 12 0 1 1 1 13 13 0 1 1 1 14 14 0 1 1 1 15 15 0 1 1 1 16 16 0 1 1 1 17 17 0 1 1 I 19 18 0 1 1 1 19 19 0 1 1 1 20 20 0 1 1 1 21 21 0 22 22 n 1 1 2.3 23 0 1 1 1 24 24 0 1 1 1 25 25 n 1 t 1 26 26 0 1 1 1 27 27 0 1 1 1 28 28 0 1 1 1 29 29 0 1 1 1 30 30 0 1 1 1 31 31 0 1 0 I Note: Degree of Freedom: 0=restrainpd 1-free ,1=coupled to Joint 'J ' *** SECTION PROPERTY DATA *** .................................................................................................................... Sec X-sectional Mom. Inertia Shear Area Section Mod Plastic Morrent No. Area ( in2) ( in4) ( in2) ( in3) Capacity ( 1.-ft ) 1 14 . 7 800 0 88 . 9 0 Notes : 1 . Non-zero Cross--sectional Area and Moment of Inertia are mandatory. � ' . For non-zero Shear Area , -,•ho=ar stresses are calcula`ed . For non--zero Shear Area and Shear Modulus , secondary deflections due t�, shear are included ( linear elastic analysis only) . 4 . For non-zero Elastic Section Modulus (S) , stresses are calculated . 5 . Non-zero Plastic Moment Capacity is mandatory for plastic analysis . P-FRAME Input Data Gtr• No. 05 J .NICOLI 08 Sep 89 12 : 04 am Softek Services Ltd R.A .GRAY--MEDICAI- CLINIC 82 r ** MATERIAL PROPERTY DATA *** ......................................................_....._..... .........._......................... Material Younq mod Shearmod Density Coeff Exp Fy Yield Number ( ksi ) (ksi ) (K/ft3) (/F 1 . E6) (ksi ) 1 29000 0 0 0 36 Notes : 1 . Elastic Modulus (Young 's Modulr;s) is mandatory . 2 . For non--zero Shear Modulus and Shear .Area , secondary deflections due to shear are included ( linear elast 'c analysis only) . 3 . Non-zero density is requirQd if self--weight is specified and member, weight is to be considered ( linear elastic and plastic analysis ) . 4 . Non- zero Thermal Coefficient of Expansion is required for thermal loads . ( linear, elastic and plastic .analysis) . 5 . Non-zero Yield Stress is mandatory for plastic analysis . * MEMBER CONNECTIVITY . Member Lower Greater Section Material Lower Greeter Attribute Length Number Joint Joint Number Number End Type End Type Type ( ft ) 2 2 3 I I 1 1 1 I 3 3 4 1 1 1 1 1 4 4 1 1 1 1 1 1 5 5 F 1 1 1 1 I 1 6 6 7 I I 1 I 1 1 7 7 8 1 1 1 1 1 R 8 9 1 1 I I 1 I 9 9 10 10 10 11 I 1 I I 1 11 11 12 12 12 1 :3 1 1 I I 1 I 13 13 14 1 I 1 1 1 I 14 14 15 I 1 1 I 1 I 15 15 16 1 1 1 1 1 1 16 16 17 I 1 1 1 1 I 17 17 18 1 1 1 1 1 1 18 18 19 ! 1 I I I 1 19 19 20 1 1 1 1 1 20 20 21 1 1 I I 1 1 21 21 22 1 1 t I 1 22 22 23 1 1 1 1 1 1 23 23 24 1 I 1 I 1 1 24 24 25 1 I 1 I 1 1 25 25 26 1 1 1 1 1 1 26 26 2'7 1 1 1 1 1 1 27 27 28 1 1 1 1 I 28 2R 29 1 1 1 1 I t 29 29 30 1 1 1 I 1 1 30 30 31 1 1 1 I 1 1 P-FRAME Input Data Str• No. 05 J .NICOLI op Sep `:t9 .:4 am . ,.•Y.r'IYLN�AIW6 '��Y�' 'f�MF,.. YM11M'IM1ls.ilWtr• oftel< Services Ltd R . A .GRAY-MEDICAL CLINIC 82 i Not.r?q rigid connection ) q- finned (piritied connection) . I _ Member End Types . 1-fi,<ed ( p Attribi.ite Type 0 indicates that the member has been deleted . tr No . 05 r fRAMF Input nilta 08 7,pn p4 12 . 04 Am l . NICc)LI Softek Services Ltd R . A .rRAY--MEDICAL CLINIC 82 *** LOAD IN,I.TI,ALI.Z,IN.Q.,_DAT.A.,,,*** Load Number of Number of Load Case Case Loaded Joints Loaded Members Description 1 4 0 DEAD LOAD 2 4 0 LIVE LOAD 1 0 MECHANICAL. LOAD *** J O I NT ,LEAD .DATA ........................... LOAD....CA9E.,,,.1 Horizontal Vertical Torsional Record Loaded Load (kips) Load (kips) Load (K-ft) Number Joint -3 . 214 0 1 6 0 -3 . 214 0 2 14 0 0 -3 . 214 3 30 0 4 -3 . 2144 0 LOAD..gASE_„2 Horizontal Vertical Torsional Record Loaded Loaci (kips) Load (kips) Load (K-ft) nber Joint -8 . 266 [) 1 6 0 -9 . 266 0 2 14 0 -8 . 266 0 ? 22 0 0 - 9 . 2.66 0 4 LOAD CASE__3 Horizontal Vertical Torsional Record Loaded Load (kips) Load (K-ft) Number .Joint Load (kips) 1 15 n - 1 0 Notes ' 1 . Joint lo�+ds act it, t.hc global coordinate system. 2 , positive Horizontal loads act in the positive X direction . a , pr,Sitive Vertical Loads ,.5r.t in the no^itivQ Y direction . positive Torsional Loads art counter-clockwise. *** LOAD COMB i iqAT!ON DAT,A,,**.... ..................................... Com Load Comb Load Load Comb Load Load Comb Load Fact case Fact Case Fact Case Fact Case Fact Comb Case Fact Case 1 1 2 1 3 1 No. 09 P- FRAME Inp�lt Date! 08 Sep 89 12 : 04 a"t i . NICOL I Softek Services Ltd R.A . GRAY -MEDICAL CI. ]Nl(-- 82 ANALYSIS HISTORY ..........I...........-.1............ ........... Structure DPa1'eeq Of Freedom . . . . . . . . . . . . . . . . . . 90 Structure Half-. bandwidth . . . . . . . . . . . . . . . . . . . . . . . 6 Structure qtiffriP,.:;q Eloryients . . . . . . . . . . . . . . . . . 540 Member with i fr,im hm I f-bmndw I Ht 1) . . . . . . . . . . . 2 Number of Support Joint- ;,nd Sprinfis . . . . . . . . . . . 2 SUPPORT REACTIONS ..................... ........... ................ �or�d case Results Joint Load X-Reactio- Y-Reaction Number Case (kips) (kips) (K-ft ) 1 0 . 000 5 . 571 0 . 000 2 0 . 000 14 . 32P 0 . 000 3 0 . 000 . 900 0 . 000 1 0 . 000 7 . 28F, 0 . 000 2 ^ . 000 18 . 736 0 . 000 .1 0 . 000 . 500 0 . 000 �oad Combination Results ................... Joint Load X-Reaction Y-Rpactfon Z-Reaction Number Combination ( kips ) (kips) (K-ft ) I 1 0 . 000 20 . 399 n . non 31 0 . 000 26 . 521 Notes : 1 . Positive X-reactions mct in the positive global X direction . 2 . Positive Y--reactions act in the positive global Y direction . 3 . Positive Z-reactions act counter-clockwise . '*'.*..*.—.J..Q1-N..T D,.J�,.S..P..L..A.C..E.M�E�.N..T..S Load Case Results Joint Load X-Displ . Y-Diespl . Rotation Number Case (in) ( in) ( rad) 1 1) . 000n0 0 . 00000 00283 2 0 . 00000 0 . 00000 00728 0 . 0000C 0 . 00000 - . 00035 2 1 0 . 00000 - . 03389 -. 00281 11 0 . 00000 - . 08715 - . 00723 3 0 , 00000 - . 00418 -. 00035 P-FRAME Linear Elastic analysis resul �z3 Str No . F9 J .NICCLII 08 Sep 8912 : 04 3m SoFtr?Ic 5pr•v1cPs I_tcl R .A .ORAY-MEDICAL CLINIC 82 Lead Cmss� Rssult,s X-Displ . Y-Displ . Rotation Joint Load (red) Number Case ( in) ( in) 0 . 00000 - . 06736 -- . 00276 3 1 - . 17324 - . 00710 2 0 . 00000 3 0 . 00000 - . 00833 _ . Q0Q34 0 . 00000 - . 10000 - . 00267 4 2 0 . 00000 - . 25719 - . 00688 3 0 00000 - . 01240 - . 00034 0 . 00000 - . 13140 - . 00255 5 1 2 0 . 00000 - . 33794 - . 00657 3 0 . 00000 - . 01636 - . 00032 0 . 00000 - . 16113 - . 00240 6 1 2 0 . 00000 - . 41442 - . 00617 3 0 . 00000 - . 02017 - . 00031 7 1 0 . 00000 - . 18054 - . 00222 2 1 . 00000 - . 48566 - . 00570 3 0 . 00000 - . 02380 - . 00029 8 1 0 . 00000 - . 21429 - . 00202 2 0 . 00000 - . 55112 - . 00520 3 0 . 00000 - . 02720 - . 00027 0 . 00000 - . 23732 - . 00181 9 1 2 0 . 00000 - . 61035 -- . 00466 3 0 . 00000 - . 03034 - . 00025 10 1 0 . 00000 - . 25774 - . 00159 2 0 . 00000 - . 66298 - . 00409 3 0 . 00000 - . 03318 - . 00022 11 1 0 . 00000 - . 27539 - . 00135 2 0 . 00000 - . 70827 - . 00347 3 0 . 00000 - . 03569 - . 00019 1 0 . 00000 - . 29008 - . 00110 12 0 . 00000 - . 74506 - . 00282 2 3 0 . 00000 - . 03782 - . 00016 0 . 00000 - . 30165 - • 00083 13 1 2 0 . 00000 - . 77581 - . 00213 3 0 . 00000 - . 03955 . . 00013 0 . 00000 - .0992 -- . 00055 14 2 0 . 00000 - . 79707 - . 00140 3 0 . 00000 - . 04083 - . 00009 15 1 0 . 00000 - . 31474 -- . 0002.6 2 0 . 00000 - . 80948 - . 00067 3 0 . 00000 - . 04162 00004 qtr Mn . 05 R-FRAME Linear Elastic An�lysl� results n0 r�r� Qq 17 . 04 err, J .NICOI.I VMULM Softek Services Ltd R . A .G RAY-MEDICAL CLINIC 82 d Case ResultsY-Displ . Rotation _..._...._. . X-Displ . (rad ) ......-._�......_....w_..-.. Load ,Dint (in) (in) Number Case . 00002 0 . 00000 - . 31615 ,00006 0 . 16 1 00000 -- . 81310 2 - . 04190 0 . 00000 3 0 . 00000 - . 314?. 1 . 000:iO 0 . 00000 . 00077 17 1 - . 80811 2 O . U0000 04162 . 00004 3 0 . 00000 - . 30898 . 00057 1 0 . 00000 _ . 79466 . 00147 1 � 0 . 00000 . 00009 3 2 q . UoOCU - . 0408:.' - . 30053 . 00084 1 0 .000U0 _ , 77292 . 00215 0 . 00000 2 - . 03955 . 00013 3 0 . 00000 - . 29891 . 00110 1 0 . ppQ00 _ , 74305 . 00282 0 . 00000 2 . . 03782 . 00016 3 0 . 00000 27421 . 00135 1 0 . 00000 O . o0000 .- . 70522 . 00348 2 _ - 03569 . 00019 3 O . o0000 _ - . 25646 . 00160 22 0 . 00000 1 0 . 00000 65959 . 00412 2 -- . 03318 . 00022 3 0 . 00000 0 . 00000 - . 23579 . 00184 7.3 1 0 . 00000 - . 60643 . 00473 2 - . 03034 . 00025 3 0 . 00000 - . 21216 . 00205 '4 1 0 . 00000 _ . 54642 . 00527 2 0 . 00000 _ . 02720 . 00027 3 q . n0000 - . 18676 .00223 25 1 0 . 00000 - , 48033 . 00574 2 0 . 00000 02380 . ono2? 3 0 . 00000 . 15901 . 00239 0 . 00000 26 1 0 . 00000 .- . 40894 . 00615 o . ag000 2 - . 02017 . 0no31 3 - . 12950 o0252 2.7 1 0 . 00000 0 . 00000 - . *3 '1 . 00649 .,..1J5 2 q . o0000 - . 01636 . 00032 3 - . 09853 28 . 002.53 1 0 . 00000 0 . 00000 -_ , 2534 ? . 00677 2 0 . 0000n - . 01240 . 00034 Str No . 05 p-f'RAMF L.ir-�e�+r- Fla�� i .- analysis resrrltG 08 Sen 89 12 : 04 ain j NICOL I S.if tek Services Ltd R. A . G RAY-MEDICAL CLINIC 82 L.�d Case Results Joint Load X-Displ . Y-Displ . Rotation Number Case ( in) ( in) (rad) 0 . 00000 - . 06642 . 00272 2 0 . 00000 - . 17082 . 00698 3 0 . 00000 - . 00833 . 00034 in 1 0 . 00000 - . 03346 . 00277 0 . 00000 - . 08606 . 00713 3 0 . 00000 . 00418 . 00035 31 1 0 . 00000 0 . 00000 . 00280 2 0 . 00000 0 . 00000 . 00719 3 0 . 00000 0 . 00000 . 00035 Load Combination Results Joint Load X-Displ . Y-Displ . Rotation Number Combination ( +n) ( in) ( rad) 1 1 0 . 00000 1, . 00000 OI045 1 0 . 00000 - . 12522 - . 01039 ? I 0 . 00000 - . 24893 - . 01020 1 0 . 00000 - . 36959 - . 00989 5 1 0 . 00000 -. 48570 - . 00944 6 1 0 . 00000 - . 59572 - . 00887 7 1 0 . 00000 - . 69810 -- . 00821 P, 1 0 . 00000 - . 79261 - . 00750 9 1 0 . 00000 - . 87800 - . 00673 10 1 0 . 00000 •- . 95380 -. 00590 11 0 . 00000 1 . 01934 - . 1:0502 12 1 0 . 00000 - 1 . 07397 .- . 00408 13 1 0 . 00000 -- 1 . 11701 - . 00309 14 1 0 . 00000 - 1 . 1 4 78 1 -- . 00204 15 1 0 . U0000 -- 1 . 16584 - . 00097 16 1 0 . 00000 -1 . 17115 . 00008 17 1 0 . 00000 - 1 . 16394 . 00112 1R 1 0 . 00000 1 . 14447 . 00213 P-FRAME Linear Elastic analysis results Str No. 05 J NICOLI 08 Sep 89 12. : 04 am JUMEALARULMS ......,...Awa+w+wrMWWirY�a+.u.+uiaacw,,.:,w...aia�r,r.w a.,.;-r.+,+u,,.Mt.n+{Iiu.utuNfMrN�rKwL�ir*.i 34cWY�iMiuglYklY.i'MWaiMsWfrn�iwiwWl!er�+wk;w,n,a,w.wtu ar,wtvour,w.w�,.a......,rnw,. Softek Se►rVices L.td R.A .GRAY-MEDICAL CLINIC 82 �'.jad Combination Results .............................................................. Joint Load X-Displ . Y-Displ . Rotation Number Combination ( in) ( in) ( rad) 10 1 0 . 00000 -1 . 11300 . 00312 20 1 0 . 00uC^ -1 . 0979 . 00408 21 1 0 . 00000 - 1 . 01512 . 00503 22 1 0 . 00000 - . 94424 . 00595 23 1 0 . 00000 - . 87257 . 00681 2.4 1 x . 00000 - . 78608 . 00759 25 1 „ 0r)0n0 .- . 69039 . 0OR26 26 1 0 . 00000 - . 58812 . 00885 27 1 0 . 00000 - . 47890 . 00934 20 1 0 . 00000 -- . 3.6434 . 00974 29 1 0 . 00000 - . 24557 . 01004 30 1 0 . 00000 - . 12370 . 01025 31 1 0 . 00000 0 . 00000 . 01034 Notes 1 . PoGitivp X-d ispl8cemants are in the positivP glchal X direction , 2 . Positive Y-displacements are in the positive global Y direction . 3 . Positive 7-d1sp1mt-.ernPr-jt:sare counter-clockwise. ** MEMBER FORCES I *** Load Case Results Mem Load Axial 0 LJ Shear 0 LJ 8M 0 LJ Axial m GJ Sh,,ar M r,J 8M l4 GJ No. Case (kips) (kips) ( K-ft) (kips) ( !<i Ps ) (K-ft ) 1 1 0 . 000 5 . 571 0 . 000 0 . 000 -5 . 5171 5 . 5171 2 0 . 000 14 . 328 0 . 000 0 . 000 •- 14 . 328 14 . 328 3 0 . 000 . 500 0 . 000 0 . 000 - . 500 . 500 2 1 0 . 000 5 . 571 -5 . 571 0 . 000 -5 . 571 11 . 142 2 x. . 000 14 . 328 - 14 . 328 0 . 000 - 14 . 328 2R . 655 3 0 . 000 . 500 - . 500 0 . 000 -. 500 1 . 00'J 1 0 . 000 5 . 571 -- 11 . 142 0 . 000 -5 . 571 16 . 713 2 0 . 000 14 . 328 -28 . 655 0 . 000 - 14 . ?2e 42 . 983 3 0 . 000 . 500 - 1 . 000 0 . 000 - . 500 1 . 500 P-rRAmp.. Linear F18stic .analysis results J .NICOL I S t r No. 05 08 Sep 89 12 : 04 am Sof tek Services I-td R.A.r;RAY--MEDICAL. Cl. I N I C' 82 Load Case Renu its Mem Load Axial @ LJ Shear @ I-J BM @ LJ Axial @ GJ Shear- P GJ BM @ 0 No. Case (kips) (kips) (K-ft) (kips) ( kip,$) (K-ft ) 4 1 0 . 000 5 . 571 - 16 . 713 0 . 000 •-5 . 571 22 . 284 2 0 . 000 14 . 328 -42 . 983 0 . 000 -- 14 . 328 57 . 311 3 0 . 000 . 500 - 1 . 500 0 . 000 - . 500 5 1 0 . 000 5 . 571 -22 . 284 0 . 000 -5 . 571 27 . 855 2 0 . 000 14 . 328 --57 . 311 0 . 000 -- 14 . 328 71 . 639 3 0 . 000 . 500 -2 . 000 0 . 000 - . 500 2 . 500 6 1 0 . 000 2 . 357 -27 . 855 0 . 000 -2 . 357 30 . 212 2 0 . 000 6 . 062 -71 . 639 0 . 000 -6 . 062 77 . 700 3 0 . 000 . 500 -2 . 500 0 . 000 - . 530 3 . 000 7 1 0 - 000 2 . 357 -30 . 212 0 . 000 --2 . 357 32 . 569 2 0 . 000 6 . 062 -77 . 700 0 . 000 -6 . 062 83 . 762 3 0 . 000 . 500 -3 . 000 0 . 000 - . 500 3 . 500 8 1 0 . 000 ' . 357 -•32 . 569 0 . 000 -2 . 357 34 . 925 2 0 . 000 6 . 062 -83 . 762 0 . 000 -6 . 062 89 . 824 3 0 . 000 . 500 --3 . 500 0 . 000 - . 500 4 . 000 1 0 . 000 2 . 357 -34 . 925 C . 000 •-2 . 357 37 . 282 2 0 . 000 6 . 062 --89 . 824 0 . 000 -•6 . 062 95 . 886 3 0 . 000 . 500 -4 . 000 0 . 000 - . 60 4 . 500 1 0 . 000 2 . 357 -37 . 282 0 . 000 -2 . 357 39 . 639 2 0 . 000 6 . 062 -95 . 886 0 . 000 --6 . 062 101 . 947 3 0 . 000 . 5nn -4 . 500 0 . 000 - . 500 5 . 000 11 1 0 . 000 2 . 357 -39 . 639 O . OuO -2 . 357 41 . 996 2 0 . 000 6 . 062 - 101 . 947 0 . 000 -6 . 062 108 . 009 3 0 . 000 . 500 -5 . 000 0 . 000 -- . 500 5 . 500 12 1 0 . 006 2 . 357 --41 . 996 0 . 000 -2 . 357 44 . 353 2 0 . 000 6 . 062 108 . 009 0 . 000 -6 . 062 114 . 071 3 0 . 000 . 50n --5 . 500 0 . 000 - . 500 6 . 00n 1 '� 1 0 . 000 2 . 357 -44 . 353 0 . 000 --2 . 357 46 . 710 0 . 000 6 . 062 -114 . 071 0 . 000 -6 . 062 120 . 133 .3 0 . 000 . 500 -6 . 000 0 . 000 -- . 500 6 . 500 14 1 0 . 900 -- . 857 --46 . 710 0 . 000 . 857 45 . 853 2 0 . 000 -2 . 204 -120 . 133 0 . 000 2 . 204 117 . 929 3 0 . 000 . 500 -6 . 500 0 . 000 - . 500 7 . 0uO 15 1 0 . 000 - . 857 -45 . 853 n . 000 . 857 44 . 996 2 0 . 000 -2 . 204 -117 . 928 0 . 000 2 . 204 115 . 724 3 0 . 000 . 500 -7 . 000 0 . 000 - . 500 7 . 500 t1B 1 0 . 000 - . 857 -44 . 995 0 . 000 . 857 44 . 139 0 . 000 - 2 . 204 - 115 . 724 0 . 000 2 . 204 113 . 52n 0 . 000 -- . 500 -7 . 500 0 . 000 . 500 7 . 000 P-FRAMF I.. iiear Elastic analysis rPsults ^tr No . 05 I . NICOL. I OR -pp R3 1 ? : n4 am Goftek Services R .A.GRAY-MEDICAL CLINIC 82 4 oad Cash Resultsar @ GJ 8M @ GJ ;he Mem Load Axial @ LJ Shear @ LJ 8M @ LJ Axial m QJ kips ) (K-ft ) No. Case ( kips) ( kips) (K-ft) (kips) ( 0 . 000 . 857 43 . 282 9 . 000 . 857 -44 . 139 2 . 204 111 . 315 1 '7 1 0 .000 0 . 000 -2 . 204 113 . 520 0 . 00p . 500 6 . 500 0 . 000 - . 500 --7 . 000 -43 . 282 0 . 000 . 857 42 . 425 - . 857 1R 1 0 . 000 0 . 000 ? . 204 109 . 111 2 0 . 000 -2 . 2.04 -111 . 315 0 , 000 . 500 6 . 000 3 0 . 000 - . 500 -6 . 500 0 . 000 857 41 . 569 19 1 0 . 000 - . 857 -42 . 425 0 . 000 2 . 204 106 . 907 2 0 000 -2 . 204 - 109 . 111 0 . 000 . 500 5 . 500 .1 0 . 000 - . 500 --6 . 000 -41 . 568 0 . 000 . 857 40 . 711 20 1 0 . 000 857 2 . 204 104 . 703 0 . 000 -2 . 204 -106 . 907 0 . 000 5 . 000 3 0 . 000 - . 500 -5 . 500 0 . 000 . 500 O . 00q . 857 39 . 854 � 1 1 0 . 000 - . 857 -40 . 711 2 . 204 102 . 498 2 ^ . 000 -2 . 204 - 104 . 703 0 . 000 . 500 4 . 500 3 0 . 000 - . 500 .. 5 . 000 0000 92 1 0 . 000 -4 . 071 -39 . 854 0 . 000 4 . 071 35 . 78'3 10 . 470 92 . 0?.7 2 0 . 000 - 10 . 470 -102 . 499 0 . 000 , 500 4 . 000 3 0 . 000 _ . 500 -4 . 500 0 . 000 0 . 000 4 . 071 31 . 711 23 1 0 . 000 -4 . 071 - 35 . 783 10 . 470 81 . 558 2 0 . 000 - 10 . 470 --92 . 028 0 . 000 . 500 3 . 500 q 0 . 000 -- . 500 -4 . 000 0 . 000 4 . 011 -31 . 711 0 . 000 4 . 071 27 . 640 24 1 0 . 000 10 . 470 71 . 088 2 0 . 000 - 10 . 470 -81 . 558 0 . 000 500 3 . 000 � 0 . 000 - . 500 -3 . 500 0 . 000 0 . 000 4 . 071 23 . 569 25 1 0 . 000 --4 . 071 -27 . 640 10 . 470 60 . 617 0 . 000 -10 .470 -71 . 088 0 . 000 500 2 . 500 2 3 0 . 000 - . FIg0 -:3 . 000 0 . 000 4 . 071 -23 . 569 0 . 000 4 . 071 19 . 498 ,6 1 0 . 000 0 . 000 10 .470 50 . 147 2 0 . 000 - 10 . 479 -60 . 617 0 000 5110 2 . 000 0 . 000 - . 500 -2 . 500 0 . 000 4 . 071 15 . 427 27 1 0 . 000 -4 . 071 -19 .497 0 , 000 10 .470 39 . 677 2 0 . 000 -10 . 4'10 -50 . 147 0 . 000 . 500 1 . 500 3 0 . 000 - . 500 -2 . 000 -4 . 071 •-15 . 427 0 . 000 4 . 071 11 . 356 28 1 0 . 000 39 . 677 0 . 000 10 . 470 29 . 207 2 0 . 000 -- 1 0 .70 - 1 . 77 500 1 . 000 0 . Ci00 500 0 . 000 ! � 4 . 071 7 . ?85 -4 . 071 - 11 . 356 0 . 000 �q 1 0 . 000 0 . 000 10 . 470 18 . 736 2 0 . 000 -1 . 470 -29 . 007 0 000 . 5n0 . 901 0 . 000 •-. 5aq -� 1 . ooq Gtr "Jo . 05 P--FRAME Linear Flastir analysis results 08 Sep 89 1 ' : 04 am J .NICOL.I Sof tet. Services t td R .A .GRAY-MEDICAL CLINIC 82 triad Case Results ,MPm Load Axial @ LJ Shear M. LJ BM @ LJ Axial 61 9J Shear @ GJ BM @ G No. CaSP (kips ) ( kips) (K-ft ) (kips) (kips ) ( K-ft. ) ar? 1 0 . nno -7 . 285 -7 . 285 0 . 0or 7 . 285 0 . 000 0 000 - 18 . 736 --18 . 736 0 . 000 18 . 736 0 . 000 0 . 000 -- . 500 •- . 500 0 . 000 . 500 n . 000 Load Combination Results Mem Load Axid ® LJ Shear m LJ BM @ LJ Axial @ GJ Shear m GJ BM m 0 No. Comb (kips) (kips) (K-ft ) (kips) (kips) (K-ft) I 1 0 . 000 20 . 399 0 . 000 0 . 000 -20 . 399 20 . 399 1 0 . 000 20 . 399 - ?0 . 399 0 . 000 -2.0 . 399 40 . 797 ? 1 0 . 000 20 . 399 -40. 797 0 nnn .20 . 399 61 . 196 4 1 0 . 000 20 . 399 -61 . 196 n . noo -20 . 399 81 . 595 5 1 0 . 000 20 . 399 -81 . 595 0 . 000 -20 . 399 101 . 993 F 1 0 . 000 8 . 919 - 101 . 993 0 . 000 -8 . 919 110 . 912 7 I 0 . 000 P ' (1119 - 110 . 912 0 . 000 -8 . 919 119 . 831 �68 1 0 . 000 8 . 919 - 119 . 831 0 . 000 -8 - 919 128 . 749 9 1 0 . 000 Q . 01 (1 . 17P . 749 0 . 000 -9 . 919 137 . 669 10 1 0 . 000 8 919 11,17 . 66A 0 . 000 --8 919 146 . 587 11 1 0 . 000 8 . 919 - 146 . 5R7 o . ono -8 . 919 155 . 505 12 1 0 . 000 8 . 919 -- 155 . 505 0 . 09n -8 . 919 164 . 424 13 1 0 . 000 6'3 . 919 - 164 .424 0 . 100 -9 . 919 173 . 343 14 1 0 . 000 -2 . 561 - 173 . 343 0 . 000 ?_ . 561 170 . 781 15 1 0 . 000 -2 . 561 - 170 . 7R1 o . nn1 2 . 561 168 . 220 16 1 O - ono -3 . 561 - 168 . 220 0 . 000 3 . 561 164 . 659 17 1 0 . 000 -3 . 561 164 . 659 nni) 14 F; 1 161 . 097 16 1 0 . 000 -3 . 59 + - 161 . 097 n . noo 3 . 961 157 . 536 19 1 0 . 010 -3 . 561 - 157 . 536 o . 00n 3 . 561 153 . 975 20 1 0 . 000 -3 . 561 - 153 . 975 0 . 000 3 . 561 150 . 413 21 1 0 . 000 --3 . 561 - 150 . 413 0 . 000 :1 . 561 146 . 89; 22 1 0 . 000 - 15 . 041 - 146 . 852 9 . nnn 15 041 131 . 911 r-FR.AMF Linear Flastic Analysis results 5tr No 05 J . NICOLI OR Ser 89 12 : 04 am Softek Services Ltd R.A .GRAY-MEDICAL CLINIC P2 "jad Combination Results Mem Load Axial ® LJ Shear @ LJ BM 9 LJ Axlal M GJ Shear (D GJ BM M GJ No. Comb (kips) (kips ) ( K-ft ) (kips ) (kips) (K-ft ) 23 1 O . Ono - 1 5 . n4 1 1 3 1 . P 1 1 0 . 000 1 5 . 04 1 24 1 0 . 000 - 15 . 041 116 . 759 0 . 000 15 . 041 101 . 72R 25 1 0 . 000 - 15 . 041 101 . 72_.9 0 . 100 15 . 041 86 . 687 26 1 0 . 000 - 15 . 041 -86 . 587 0 . n00 15 . 041 71 . 645 77 1 0 . ono - 15 041 --71 . 645 0 . 000 15 . 041 56 . 604 2(1 1 0 . 000 15 . 041 -56 . 604 0 . 000 15 . 041 41 . 5G3 29 1 0 . 000 - 15 . 04 1 -4 1 . 563 0 . n,00 15 . 041 76 . 921 30 1 0 . 000 -26 . 521 -26 . 521 0 . 000 26 . 521 0 . 000 Notes : 1 . positive Axial forces act in the positive local (memb-, ) x direction. 2 . positive shear forces act in the positive local (m-tuber ) y direction . 3 . Positi\ P bending moments act counter-clockwise. *** MEMBER STRESSES *** ............................................................... Load Case Results Mem Load .Joint Axial Shear Banding Top Normal Bot Normal No . Case No. (psi ) (psi ) (psi ) (psi ) ( psi ) I I 1 0 . 0 0 . 0 0 . 0 0 . 0 2 0 . 0 -752 . 0 --752 . 0 752 . 0 1 0 . 0 0 . 0 0 . 0 0 . 0 2 0 . 0 -1 , 934 . 0 - 1 , 934 . 0 1 , 934 . 0 a 1 0 . 0 0 . 0 0 . 0 0 . 0 2 0 . 0 -67 . 5 -67 . 5 67 . 5 2 1 7 0 . 0 1-752. . 0 -752 . 0 752 . 0 3 0 . 0 - 1 , 504 . 0 - 1 , 504 . 0 1 , 504 .0 2 2 0 . 0 - 1 , 934 . 0 - 1 , 934 . 0 1 , 934 . 0 3 0 . 0 -3 , 868 . 0 3 , 868 . 0 3, 868 . 0 3 2 0 . 0 -67 . 5 -67 . 5 67 . 5 3 0 . 0 - 135 . 0 - 135 . 0 135. 0 3 1 3 0 . 0 - 1 , 504 . 0 - 1 , 504 . 0 1 , 504 . 0 4 0 . 0 --2 , 255 . 9 -2 , 255 . 9 ?_ , 255 . 9 2 3 0 . 0 -3 , 868 . 0 -3 , 868 . 0 3, 868 . 0 4 0 . 0 -5 , 802 . 0 --5 , 802 . 0 5, 802 . 0 3 3 ,! . 0 -135 0 - 135 . 0 135 . 0 4 0 . 0 -202 . 5 -202 . 5 202 . 5 P-FRAME Linear Flastic analysts results Str No. 05 J .NICOL I 08 Sep 89 12: 04 em Softek Services I.tri R.A . CRAY-MEDICAL (71, 1N1C 82 --jad Case Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi ) (psi ) (psi ) (psi ) (psi ) 4 i 4 0 . 0 -2 , 255 . 9 -2 , 255 . 9 2 , 255 . 9 5 0 . 0 -3 , 007 . 9 -3 , 007 . 9 3 , 007 . 9 ? 4 0 . 0 -51802 . 0 -51902 . 0 5 , 802 . 0 5 0 . 0 --7 , 736 . 0 --7 , 736 . 0 7 , 736 . 0 3 4 0 . 0 -202 . 5 -202 . 5 2- 02 . 5 5 0 . 0 -270 . 0 -270 . 0 270 . 0 5 1 5 0 . 0 -3 , 007 . 9 -J , 007 . 9 :3 . 007 . 9 6 0 . 0 -3 , 759 . 9 -3 , 759 . 9 3 , 759 . 9 2 1 0 . 0 -7 , 736 . 0 -7 , 736 . 0 7 , 736 . 0 6 0 . 0 -9 , 670 . 0 -9 , 670 . 0 9 , 670 . 0 3 5 0 . 0 -270 . 0 --270 . 0 270 . 0 6 0 . 0 -337 . 5 -337 . 5 337 . 5 6 1 6 0 . 0 -3 , 759 . 9 -3 , 759 . 9 3 , 759 . 9 7 0 . 0 - 4 , 078 . 1 -4 , 079 . 1 4 , 078 . 1 2 6 0 . 0 -9 , 670 . 0 -9 , 670 . 0 9 , 670 . 0 7 0 . 0 - 10, 489 . 2 -- 10 , 499 . 2 10 , 488 . 2 3 6 0 . 0 -337 . 5 -337 . 5 337 . 5 7 0 . 0 -404 . 9 -404 . 9 404 . 9 '7 1 7 0 . 0 --4 , 078 . 1 -•4 , 078 . 1 4 , 078 . 1 8 0 . 0 --4 , 396 . 2 -4 , 396 . 2 4 , 396 . 2 2 7 0 . 0 -10 , 498 . 2 - 10 , 498 . 2 10 . 488 . 2 9 0 . 0 -11 , 306 . 5 - 11 , 306 . 5 11 , 306 , 5 3 7 0 . 0 -404 . 9 -404 . 9 404 . 9 8 0 . 0 -472 . 4 -472 . 4 472 . 4 8 1 9 0 . 0 -4 , 396 . 2 -4 , 396 . 2 4 , 196 . 2 9 0 . 0 -4 , 714 . 3 -4 , 714 . 3 4 , 714 . 3 2 8 0 . 0 - 11 , 306 . 5 -11 , 306 . 5 11 , 306 . 5 9 0 . 0 -12 , 124 . 7 -12 , 124 . 7 12 , 124 . 7 s 8 0 . 0 --472 . 4 --472 . 4 472 . 4 9 0 . 0 -539 . 9 -535 . 9 539 . 9 9 1 9 0 . 0 -4 , 714 . 3 -4 , 714 . 3 4 , 714 . 3 10 0 . 0 -5 , 032 . 5 --5 , 032 . 5 5 , 032 . 5 2. 9 0 . 0 - 12 , 124 . 7 -12 , 12.4 . 7 12 , 124 . 7 10 0 . 0 - 12 , 942 . 9 -12 , 942 . 9 12 , 942 . 9 3 9 0 . 0 -539 . 9 --539 . 9 539 . 9 10 0 . 0 --607 . 4 -607 . 4 607 . 4 10 1 10 0 . 0 -5 , 032 . 5 -5 . 032 . 5 5 , 032 . 5 11 0 . 0 -5 , 350 . 6 -5 , 350 . 6 5 , 350 . 6 2 1r 0 . 0 -12 , 9,12 . 3 -12 , 942 . 9 12 , 942 . 9 11 0 . 0 - 13, 761 . 2 - 13 , 761 . 2 13 , 761 . 2 3 10 0 . 0 607 . 4 --607 . 4 607 . 4 11 0 . 0 -674 . 9 -674 . 9 674 . 9 11 I 11 0 . 0 --5 , 350. 6 -5 , 350 . 6 5 , 350 . 6 12 0 . 0 -5 , 668 8 -5 , 668 . 9 5 , 668 . 8 P-FRAME Linear ElastiC analysis results 5r r• No . 05 J . NICOLI 08 Sep 09 12 : 04 am Softek Services Ltd R.A .GRAY-MEDICAL CLINIC 82 4adCase Results J. , Mm Load oint Axial Shear Sending Top Normal Bot Normal No. Case No . (psi ) (psi ) (psi ) (Psi ) (psi ) 11 0 . 0 -13 , 761 . 2. - 13 , 761 . 2 13 , 761 . 2 12 0 . 0 - 14 , 579 . 4 - 14 , 579 . 4 14 , 579 . 4 11 0 . 0 -674 . 9 -674 . 9 674 . 9 12 0 . 0 -742 . 4 -742 . 4 742 . 4 12 1 12 0 . 0 -5 , 668 . 8 -5 , 668 . 8 5 , 668 . 8 13 0 . 0 -51986 . 9 -5 , 986 . 9 5 , 986 . 9 2 12 0 . 0 - 14 , 579 . 4 - 14 , 579 . 4 14 , 579 . 4 13 0 . 0 - 15 , 397 . 6 - 15 , 397 . 6 15 , 397 . 6 3 12 0 . 0 -742 . 4 -742 . 4 742. . 4 13 0 . 0 -809 . 9 -809 . 4 809 . 9 13 1 13 0 . 0 -5 , 986 . 9 -5 , 986 . 9 5 , 980 . 9 14 0 . 0 -6 , 305 . 1 -6 , 305 . 1 6 , 305 . 1 2 13 0 . 0 - 15 . 397 . 6 - 15 , 347 . 6 15 , 397 . 6 14 0 . 0 - 16 , 215 . 9 16 , 215 . 9 16 , 2. 15 . 9 3 13 0 . 0 -809 . 9 -809 . 9 909 . 9 14 0 . 0 --877 . 4 -877 . 4 877 . 4 14 1 14 0 . 0 -6 , 305 . 1 -6 , 305 . 1 6 , 305 . 1 15 0 . 0 -6 , 189 . 4 -6 , 189 . 4 6 , 189 . 4 ` 2 14 0 . 0 -16 , 215 . 9 -- 16 , 215 9 15 , 215 . 9 15 0 . 0 - 15 , 918 . 3 - 15 , 918 . 3 15 , 918 . 3 3 14 0 . 0 -877 . 4 -877 . 4 877 . 4 15 0 . 0 -944 . 9 -944 . 9 944 . 9 15 1 15 0 . 0 -6 , 189 4 --6 , 189 . 4 6 . 189 . 4 16 7 . 0 -6 , 073 . 7 --6 , 073 . 7 6 , 073 . 7 2 15 0 . 0 - 15 , 918 . 3 15 , 9 :8 . 3 15 , 918 . 3 16 0 . 0 -- 15 , 620 . 8 - 15 , 620 . 8 15 , 620 . 8 3 15 0 . 0 -947 . 9 --944 . 9 944 . 9 16 0 . r - 1 , 012 . 4 - 1 , 012 . 4 1 , 012 . 4 16 1 16 0 . 0 -6 , 073 . 7 -6 , 07.3 . 7 6 , 073 . 7 17 0 . 0 -5 , 958 . 0 -5 , 958 . 0 5 , 959 . 0 2 16 0 . 0 -- 15 , 620 . 8 - 15 , 620 . 8 15 , 620 . x? 17 0 . 0 -15 , 323 . 2 -15 , 323 . 2 15 , 323 . 2 3 16 0 . 0 -- 1 , 012 . 4 - 1 , 012 . 4 1 , 012 . 4 17 0 . 0 -944 . 9 -944 . 9 944 . 3 17 1 17 0 . 0 -5 , 958 . 0 -5 , 958 . 0 5 , 958 . 0 19 0 . 0 -5 , 942 . 3 -5 , 842 . 1 5 , 842 . 3 17 0 . 0 - 15 , 323 . 2 - 15 , 323 . 2 15 , 32.3 . 2 19 0 . 0 - 15 , 025 . 7 -15 , 025 . 7 15 , 025 . 7 ? 17 0 . 0 -944 . 9 -944 . 9 944 . 9 18 0 . 0 -877 . 4 --877 . 4 877 . A t 18 1 18 0 . 0 -5 , 842 . 3 -5 , 842 . 3 5 , 842 . 3 19 0 . 0 -5 . 726 . 6 -5 , 726 . 6 5 , 726 . 6 2 18 0 . 0 - 15 , 025 . 7 - 15 , 025 . 7 15 , 025 . 7 19 0 . 0 .- 14 , 728 . 2 -- 14 , 728 . 2 14 , 728 . 2 P-FRAME Linear Elastic analysis results Str No. 05 J .NICOLI OR Sep 89 12 : 04 am ;nfte!< Services Ltd R.A .GRAY-MEDICAL CLINIC 82 LJad„„.Case, ,Result,a ShFar. Bending Top Normal Sot Normal Nlem Load Joint Axial( psi ) (psi ) ( psi ) ( psi ) ( psi ) No . Case No. 877 . 4 -877 .4 fi7'l . 4 3 18 0 . 0 -809 . 9 -809 . 9 809 . 9 19 0 . (1 -5 , 726 . 6 -5 , 726 . 6 5 , 7''6 . 6 19 1 19 q . 0 ..5 , 610 . 9 -5 , 510 . Q 5 , 610 . 9 14 , 72'1 . 2 - 14 , 728 . 2 20 0 . 0 14 . 728 . 2. - 2 19 0 . 0 - 14 , 430 . 6 - 14 , 430 . 6 14 , 430 . 6 20 0 . 0 -809 . 9 --809 . 9 809 . 9 9 19 0 . 0 --742 . 4 -742 . 4 742 . 4 2.0 0 . 0 -5 , 610 . 9 -5 , 510 . 9 5 , 610 . 9 20 1 20 00 -5 , 495 . 3 5 , 495 . 3 5 , 495 . 3 21 . -14 ,430 . 6 - 14 ,430 . 6 14 , 430 . 6 1) 20 0 . 0 - 14 , 133 . 1 - 14 , 133 . 1 14 , 133 . 1 21 0 . 0 --742 . 4 -742 . 4 742 . 4 3 20 0 . 0 -674 . 9 --674 . 9 674 . 9 21 0 . 0 -5 , 495 . 3 -5 , 495 . 3 5 , 495 . 3 21 1 2' 0 . 0 0 . 0 -5 , 379 . 6 -5 , 379 . 6 5 , 379 . 6 - 14 , 133 . 1 -14 , 133 . 1 14 , 133 . 1 2 21 0 . 0 - 13 , 835 . 6 13 , 835 . 6 - 13 , 835 . 6 674 . 9 2" 0 . 0 674 . 9 ._674 . 9 0 . 0 -.607 . 4 607 . 4 .3 22 0 . 0 -6Q7 . 4 --5 , 379 . 6 -5 , 379 . 6 5 , 379 . 6 22 1 22 0 ' 0 -4 , 830 . 0 -4 , 830 . 0 4 , 830 . 0 23 0 . 0 0 - 13 , g;;S • 6 - 13 , 835 . 6 13 , 835 . 0 . 2 22 - 12 ,422 . 2 - 12 , 422 . 2 12 ,422 . 2 23 0 . 0 -607 .4 -.607 . 4 ' . 4 3 22 n . 0 -539 . 9 -539 . 9 539 . 9 23 -A1 , 830 . 0 --4 . 830 . 0 4 , 830 . 0 23 1 2"3 0 . 0 4 , 280 . 5 -4 , 280 . 5 4 , 280 . 5 24 0 . 0 n 0 -- 12 , 42.2 . 2 -12 , 422 . ?. 12 , 422 . 2 2 23 -11 , 008 . 9 -11 , 008 . 9 11 , 008 . 9 24 0 . 0 -539 . 9 539 . 9 3 23 0 . 0 -472 . 4 - 472 . 4 472 . 4 24 0 . 0 -4 , 2180 . 5 --4 , 290 . 5 4 , 280 . 5 �4 1 24 0 . 0 - 3 , 731 . 0 -3 , 731 . 0 3 , 731 . 0 25 0 . 0 -- 11 , 008 . 9 11 , 008 • 2 24 0 . (1 19, 095 . 6 -9 , 595 . 6 9 , 595 . 6 25 0 . 0 -472 . 4 -472 . 4 472 . 4 3 24 q . 0 --404 . 9 --404 . 9 404 . 9 25 0 . 0 -3 , 731 . 0 -3 , 731 . 0 3 . ?31 . 0 25 1 25 0 .0 --3 , 181 . 5 - 3 , te1 . 5 3 , 181 - 5 26 0 . 0 Q --9 , 595 . 6 -9 , 595 . 6 9 , 595 . O . 2 25 -8 , 182 , 3 -8 , 18? . 3 8 , 182 . 3 26 0 . 0 -404 . 9 -404 . 9 404 . 9 3 G5 0 . 0 -337 . 5 --337 . 5 ?37 . 5 ?F 0 . 0 gtr No . 05 P--FRAME Linear Elastir, analysis re:�-ults OR 7,Pr P9 12 :04 am .J .NICOLI M- softek Ser•v1rP L.r`4 R. A .CRAY- MEDICAL C1-INIC P2 d C-ase„ Sending Top Normal Bot lNorjj (psi ) al Mem _._.... Load joint (psi )...... Axial Shear (psi ) (psi ) No . Case No. _:1 181 . 5 3 , 181 . 5 -3 , 191 . 5 0 ' 2 , 631 . 9 1 7.6 0 9 -2 , 5 . 1 . 9 0 . 0 P , 182 . 3 8 , 162 . 3 27 0 . 0 -8 , 182.- • 3 -6 , 769 . 0 6 , 769 . 0 2 �6 0 . 0 6 ' 337 . 5 -337 . 5 337 . 5 1 26 0 . 0 -270 . 0 -270 . 0 270 . 0 o . o 27 2 , (;31 . 9 -2 , 631 . 9 -2 , 631 . 9 1 27 0 . 0 -2 , 082 . 4 -2 , 082 . 4 2 , 082 . 4 270 . 0 -6 , 769 . 0 6 , 769 . 0 2 hR 0 . 0 -5 , 355 . 7 •-5 , 355 . 7 5 , 355 . 7 28 p . 0 -270 . 0 -270 . 0 '70 . 0 27 0 . 0 -202 . 5 -202 . 5 X02 . 5 .1 2g 0 . 0 -2 , 082 .4 -2 , 092 . 4 2 , 082 . 4 �� 1 28 q . 0 .- 1 , 532 . 9 - 1 , 532 . 9 5, 355 . 7 29 0 ' n -5 , 355 . 7 -5 , 355 . 7 �� 0 . 0 -3 . 942 . 4 -3 , ^42 . 4 3 , 942 . 4 2 02 . 5 �a 0 . 0 -202_ . 5 -202 . 5 135 . 0 3 28 0 . 0 - 135 . 0 -135 . 0 29 0 . 0 , 532 . 9 1 , 532 . 9 - 1 29 0 . 0 -1 , 532 . 9 -983 . 4 983 . 4 2 c 1 0 . 0 -3 , 542. . 4 -3 , 942 . 4 3 , 942 . 4 30 ` 2 , 529 . 1 2 29 0 . 0 -.2 , 529 . 1 -2 , 529 . 1 135 . 0 30 0 . 0 - 135 . 0 - 135 . 0 67 . 5 3 29 0 . 0 -67 . 5 -67 . 5 30 0 . 0 -983 . 4 983 . 4 --983 . 4 0 . 0 30 1 30 0 . 0 529 .01 -2. , 529 .0 . 01 2 , 529 . 1 31 0 . 0 0 . 0 0 . 0 2 30 0 . 0 -60 . 5 --67 . ., 67 . 5 G 0 . 0 3 30 0 . 0 0 . 0 O . 31 0 .0 Pending Top Normal Pot Normal Load..,, Combin.atshear.ion .Res,u,i.tAxial( psi ) psi ) Mem Load Joint (psi ) (psi ) (psi ) No . Comb No. 0 . 0 . 00 0 . 0 1 1 0 . G 2 753 . 5 --2 , 753 . 5 2 , 753 . 5 1 ., 0 . 0 , -2 , 753 . 5 -2 , 753 . 5 21753 . 5 2 0.0 5 , 507 . 0 -5 , 507 . 0 5 , 507 .0 3 . 0 3 0 . 0 8 , 260 4 --8 , 260 . 4 - . 260 . 4 3 1 4 0 . 0 -8 , 260 . 4 -8 , 260 . 4 8 , 2.60 . 4 ( 4 0 . 0 -11 , 013 . 9 -11 , 013 . 9 11 , 013 . 9 4 1 0 . 0 Str No. 05 F'--FRAME Linear Elastin ,analysis results 08 Sep 90 12 : 04 a+r' J .NICOLI Softel, Services Ltd R.A.GRAY-MEDICAL_ CI. 1NIC B2 Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi ) (psi ) (psi ) ( psi ) ( psi ) 1 ' 0 . 0 - 11 , 013 . 9 - 11 , 013 . 9 11 . 013 . 9 6 3 . 0 . 13 , 767 . 4 - 13 , 767 . 4 13 , 767 . 4 5 I 6 0 . 0 -13 , 767 . 4 - 13 . 767 . 4 13 , 767 . 4 7 0 . 0 - 14 , 971 . 2. - 14 . 171 . 2 14 , 971 . 2 7 I 7 0 . 0 - 14 , 971 . 2 14 , 971 . ? 14 , 971 . 2 s^ 0 . 0 - 16 . 175 . 1 - 16 , 175 . 1 16 , 175 . 1 8 1 ►? 0 . 0 - 16 ,175 . 1 - 16 , 175 . 1 16 , 175 . 1 ? 0 . 0 -17 , 379 . 0 -17 , 379 . 0 17 , 379 . 0 9 1 9 0 . 0 17 , 379 . 0 -- 17 , 379 . 0 17 , 379 . 0 10 0 . 0 -14 , 582 . 9 - 18 , 582 . 9 19 , 582 . 9 10 1 10 0 . 0 - 18 , 582 . 9 - 18 , 582 . 9 18, 58? . 9 11 0 . 0 - 19 , 786 . 7 .-19 , 786 . 7 19 , 786 . 7 11 1 11 0 . 0 - 19 , 786 . 7 - 19 , 786 . 7 19 , 786 . 7 12 0 . 0 -20 , 990 . 6 -20 , 990 . 5 20 , 990 . 6 12 1 12 0 . 0 -20 , 990 . 6 -20 , 990 . 6 20 , 990 . 6 13 0 . 0 -22 , 194 . 5 -22 , 194 . 5 22, 194 . 5 13 1 13 0 . 0 -22, 194 . 5 -22 , 194 . 5 22 , 194 . 5 14 0 . 0 -23, 398 . 3 -23 , 398 . 3 23, 398 . 3 14 1 14 0 . 0 -2?, 398 3 -23, 398 . 3 23 , 398 . 3 15 0 . 0 -23, n5^ . 6 -23 , 052 . 6 23 , 052 . 6 15 1 15 0 . 0 -2.3, 052 . 6 -23 , 052 . 6 23 , 052 . 6 16 0 . 0 -22 , 706 . 9 -22 , 706 . 9 22 , 700 . 9 16 I 16 0 . 0 --22, 706 . 9 -22 , 706 . 9 22 , 706 . 9 17 0 . 0 -22, 226 . 1 -22 , 226 . 1 22. , 226 . 1 17 1 170 . 0 -22, 226 . 1 -22 , 226 . 1 22 , 226 . 1 18 0 . 0 -21 . 745 . 4 --21 , 745 . 4 21 , 745 . 4 18 1 18 0 . 0 -21 , 745 .4 -21 , 745 . 4 21 , 745 . 4 19 0 . 0 -21 , 264 . 7 -21 , 264 . 7 21 , 264 . 7 19 1 19 0 . 0 -21 , 264 . 7 -21 , 264 . 7 21 , 264 . 7 20 0 . 0 -20, 784 . 0 -20, 784 . 0 20 , 784 . 0 20 1 20 0 . 0 -20 . 784 . 0 -20, 784 . 0 20 , 784 . 0 21 0 . 0 -20, 303 . 3 -20 , 303 . 3 20 , 303 . 3 21 1 21 0 . 0 -20, 303 . 3 -20, 303 . 3 20, 303 . 3 22 0 . 0 - 19, 822 . 5 - 1 ° , 822. . 5 19 , 822 . 5 P-FRAME Linear Elastic analysis results Str No. 05 1 .N iCt�L I 08 Sep 89 12 : 04 am rw r Softek Services Ltd R. A . CRAY-MEDICAL CLINIC 82 Lad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi ) (psi ) (psi ) (psi ) (psi ) 22 1 22 0 . 0 - 19 , 822 . 5 - 19 . 822 . 5 19 , 822 . 5 23 0 . 0 - 17 , 792 . 2 - 17 . 792 . 2 17 , 792 . 2. 23 1 23 0 . 0 - 17 , 792 . 2 -17 , 792 . 2 17 , 792 . 2 24 0 . 0 -15 , 761 . 9 - 15 , 761 . 9 15 , 761 . 9 24 1 24 0 . 0 —15 , 761 . 9 -15 , 761 . 9 15 , 761 . 9 25 0 . 0 - 13, 731 . 6 --13, 731 . 6 13 , 731 . 6 25 1 25 0 . 0 - 13 , 731 . 6 - 13 , 731 . 6 13 , 731 . (- 26 0 . 0 - 11 , 701 . 2 - 11 , 701 . 2 11 , 701 . - 26 1 26 0 . 0 - 11 , 701 . 2 - 11 , 701 . 2 11 , 701 . 2 27 0 . 0 -9 , 670 . 9 -9 , 670 . 9 9 , 670 . 9 27 1 27 0 . 0 -9 , 670 . 9 --9 , 670 . 9 r , 67n . 9 28 0 . 0 -7 , 640 . 6 7 , 610 . 6 7 , 649 . 6 28 1 28 0 . 0 -7 , 640 . 6 . 7 , 640 . 6 7 , 640 . 6 29 0 . 0 -5 , 610 . 3 --5 , 610 . ? 5 , 610 . 3 29 1 29 30 0 . 0 -5 , 610 . 3 - 5 , 610 . 3 5 , 610 . 3 0 . 0 --3 , 579 . 9 -3, 579 . 9 3 , 579 . ! 30 1 30 n . 0 -3 , 579 . 9 -3 , 579 . 9 1 , 579 . 9 31 0 . 0 0 . 0 0 . 0 0 . 0 Notes : 1 . A;cial stress is rositivP for. twnsior, . 2 . Shear stress is positive for positive shear . 3 . Pending stress is for to1:) of mamber• . Sending stress is positive for tension . 4 . Top Normal stress = Axial r- BPndirig . Bottom Normal Stress - Axial - Bending . P-FRAME Linear Elastic analysis results Str No . 01+ J .NICOLI 08 Sep 89 12 : 04 art, Softek Services Ltd R.A.GRAY-MEDICAL CLINIr 83 *** INITIALIZING DATA *** ...............................-.._.........._. .. . ....................... Job Description : R.A .GRAY-MEDICAL CLINIC Frame Description : 83 Structure Parameters Analysis Options Members26 Linear Elastic Analysis Joints 27 Imperi,91 Units Spring, . . . . . . . . . . . 0 sections . . . . . . . . . . I Materials . . . . . . . . . 1 Loan ruses . . . . . . . . 3 Load Combinations . 1 User Name. .) . N i rOL 1 P.-FRAME.....1...,04......(.c.�......1.9 8 5 SoftPk Services Ltd Head Office : 5729 West Boulevard, Ste 2 Vancouver , B.C . V6M 3We Canada (604 )263--2726 Sofl:ek Assumes no responsibility for the accuracy, validity or applicability of the results of P -FRAME . P--FRAMF Input DMF, .1 .NICOLI Str• No. 06 08 SAp 89 12 : 19 a Softek Services Ltd R. A .GRAY-MF_DIC.AL. CLINIr R3 .Joint X - coord . Y - coord . X - Degree Y - Degree Z - Degree Number ( feet ) (feet. ) of Freedom of Freedom of Freedom I 1 0 n 0 0 I 1 1 . 4 a 3 0 I 1 1 4 0 1 1 i 5 0 ' I 6 6 0 1 1 7 7 0 1 1 8 8 0 1 1 1 9 q 0 I 1 1 10 10 0 1 1 1 11 11 0 1 I 1 12 12 0 1 1 I 13 13 0 1 I 1 14 14 0 15 15 0 1 I 1 16 16 0 1 1 1 17 17 0 1 1 1 18 18 0 1 1 1 19 19 0 1 I 20 20 0 1 1 1 1 21 0 1 I 1 22 22 0 1 1 1 23 23 0 1 1 1 24 24 0 1 I 1 25 25 0 1 1 1 2F 26 0 1 1 1 27 27 0 1 0 1 Note : Degree of Freedom: 0=restrained 1=free ,J=coupled to joint ',J ' *** SECTION PROPERLY l3A?A *** Sec X-sectional Mom. Inertia Shear Area Section Mod Plastic Moment No. Area ( int) ( inA ) ( int) in3) Capacity (K-ft) 1 14 . 7 Pon n >aR . 4 n Notes . 1 . Non-zero Cross--sect Iona 1 Area and Moniviit of Inert la are mandatory . 2 . For non--zero Shear Area , shear stresses are calculated . 3 . For non--zero Sheer, Area and Shear Modulus , secondary deflections due to shear are included ( linear elastic analy--As only) . 4 . For non--zero Elastic Section Modulus (S) , stresses are calculated . K . Non-zero Plastic Moment Capacity im mandatory for plastic analysis . 1 P-FRAME Input Data Str No. 06 J .NICOLI 08 Sep 89 12 - 19 am Softgk Services Ltd R.A .GRAY-MEDICAL CLINIC 83 *'!� MATERIAL PROPERTY„.DATA ,** Material Youngmod Shearmod Density Coeff Exp Fy Yield Number ( ksi ) ( ksi ) (K/ft3) (/F 1 . E6 ) ( ksi ) 1 29000 rl 0 0 36 Notes : 1 . Elastic Modulus ( Young 's MCHUIUS) is mandatory . 2 . For non-zero Shear Modulus and Shear Area , secondary deflections due to shear, mre included ( lirear elastic analysis only) . 3 . Non--zero density is required if self-weight is specified and member weight is to by considered ( l ir)ear plastic and plastic analysis ) . 4 . Non-zero Thermal Coefficient of Expansion is required for thermal loads . ( linear elastic and plastic., analysis ) . 5 . Non--zero Yield Stress is mandatory for pl?9stic arlmlysis . MEMBER CONNECTIVITY DATA *** Member Lower Grerter Section Material Lower Greener Actribute Length Number Joint Joint Number Number End Type End Type Type (ft ) 1 1 2 1 I 1 1 1 I 2 ? 3 1 I 1 1 I I 3 3 4 1 1 1 1 I 4 4 5 1 1 1 1 1 1 5 5 6 1 1 1 1 1 6 6 7 I I I 1 1 I 7 7 9 I 1 1 1 I 1 9 R 9 1 1 I 1 I I 9 9 10 1 1 1 1 t 1 10 10 11 1 1 1 1 1 11 11 12 t I 1 1 1 I 12 12 13 1 1 1 1 1 1 13 13 14 I 1 1 1 1 1 14 14 15 I 1 I 1 1 1 15 15 16 1 1 I 1 1 16 16 17 I 1 1 1 1 I 17 17 18 1 1 1 1 1 I 19 18 19 1 1 1 I 1 1 19 19 20 1 1 1 1 1 1 20 20 21 1 I I 1 1 1 21 21 22 1 1 1 1 1 1 22 22 23 1 I 1 1 1 1 23 23 24 1 1 1 24 24 25 1 1 1 1 1 1 25 25 26 1 1 1 1 1 1 26 26 27 1 1 1 1 1 1 1 . Member End Types : 1=fixed ( riqid connection ) 0-pinned ( pinned connPctinn ) . 2 . Attribute Type 0 indicates that the member has been dm-leted . P•-FRAME Input Data Str No . 06 J .NICOLI 08 Sep 89 12 : 19 am ,.. :'..:Isvl Wil':gi:W AtShFblY1. Softek Services Ltd R. A.GRAY-MEDICAL CLINIC 83 i *** LOAD I N I ,T I_AL I Z I.N,p DATA, *** Load Number of Number of Load Case Case Loaded Joints Loaded Members Description I z 0 DEAD LOAD 2 0 LIVE LOAD 3 0 MECHANICAL LOAD *** JO1,4T LOAD DATA *** ........................................................................................... LOAD CASE 1 Record Loaded Horizontal Vertical Torsional Number Joint Load (1010s ) !_oad ( kips ) Load (K-ft ) 1 9 2 i6 n 24 0 LOAD CASE 2 Record Loaded Horizontal Vertical Torsional Number Joint Load (kips) Load (kips) Load (K-ft) i R 0 --8 . 266 0 16 0 _.9 . 266 0 9 24 rt -9 . 266 0 LOAD CASE 3 Vertical Tcrsiona Record Loaded Horizontal Number Joint Load (kips ) Load ( kips) Load (K -ft ) 1 7 0 I 0 2 14 0 0 3 0 1 0 Notes : 1 . Joint loads a -t in r.he global coordinate system. 2 . Positive Horizontal Loads act in the positive X direction . 3 . Positive Vertical Load, act in the positive Y direction . 4 . positive Torsional Loads act counter--clockwise . *** LOAD COMBINATION DATA Load Load Comb Load Comb Load Comb Load Comb Load Comb rase Fact vad Comb Comb Case Fact Case Fact Case Fact Case Fact Case Fact P-FRAME Input Data Str No. 06 J .NICOLI oR Sep 89 12 : 19 an, lA f .y Softek Services Ltd R.A.GRAY-MEDICAL CLINIC �r 83 **.*-ANALYSIS HISTORY *** Structure begrpes of Freedom . . . . . . . . . . . . . . . . . . 78 Structurp miff- Bandwidth . . . . . . . . . . . . . . . . . . . . . . 6 Structure Stiffness Elements . . . . . . . . . . . . . . . . . 46R Member with maximum hal '-bandwidth . . . . . . . . . . . . . 2 Number of Support Joint-, And Springs . . . . . . . . . . . 2 ** SUPPORT REACT_-NS...**,* Load Cese R®s.u,l,t,s, Joint Load X-Reaction Y-Reaction Z-React on Number Case (kips) (kips) (K-ft ) 1 I 0 . 000 4 . 079 0 . 000 ? 0 . 000 10 . 491 0 . 000 a 0 . 000 1 . 500 0 . 000 27 1 0 . 000 5 . 563 0 . 000 2 0 . 000 14 . 307 0 . 000 3 0 . 000 1 . 500 0 . 000 Load .Combinet l-on ,Re.sul is Joint Load X-Reaction Y-Reaction Z-Reaction Number CombinAt ,nn (kips) (kips) (K-ft) 1 1 0 . 000 16 . 071 0 . 000 27 1 0 . 000 21 . 369 0 . 000 Notes : 1 . Positive X-reactions act in the positive global X direction . 2 . Positive Y-reactions act in the positive global Y direction . 3 . Positive Z-reactions act c*o+rAntet 'vlockwise . JOINT DISPLACEMENTS ENTC , S ,*** Load Case .Resul t.s, ........_..........._ Joint Lcad X-Uispl . Y-Displ . Rotation Number Case ( in) ( in) (rad) 1 1 0 . 00000 0 . 00000 .. . 00180 2 0 . 00000 0 . 00000 - . 00463 3 0 . 00000 0 . 00000 - . 00063 2 1 0 . 00000 - . 02157 - . 00174 2 0 . 00000 .- . 05548 - . 00460 3 0 . 00000 - . 00760 •- . 00063 P-FRAME Linear Flastic results Str No. 06 J .NICOLI 09 Sep 89 12 : 19 am Sof tel< Sei•v ices Ltd R. A .GRAY-MEDICAL CLINIC 8' Load Case Results ...............Joint.. Loac X-Displ . Y--Displ . Rotation Number, Case ( in) (in) (rad) 3 1 o . 00on0 - . 04254 - . 00175 ? 0 . 00000 11015 - . 00450 3 0 . 00000 - . ' 1 505 -- . 00062 1 0 . 00000 - . OGb'0 -- . 00169 2 0 . 00000 - . 1633. - . 00434 3 0 . 00000 - . 0?231 - . 00059 5 1 0 . 00000 - . 08325 - . 00160 2 0 . 00000 - . 21411 - . 00411 3 0 . 00000 - . 02927 - . 00056 6 1 0 . 00000 - . 10179 - . 00149 2 0 . 00000 -- . 26178 -- . 00352 3 0 . 00000 . 03575 - . 00052 7 1 0 . 00000 - . 11850 - . 00135 2 0 . 00000 -- . 30554 -• . 00346 3 0 . 00000 - . 04167 - . 00047 5 1 0 . 00000 - . 11399 -- . 00110 n . 0oo00 - . 34461 - . 00304 3 0 . 00000 -- . 04694 - . 00041 9 1 0 . 00000 - . 14710 - . 00 ;00 2 0 . 00000 - . 37832 - . 00255 3 0 . 00000 - . 05149 - . 00035 10 1 0 . 00000 - . 15801 - . 00082 ? 0 . 00000 - . 40638 -. 00210 3 0 . 00000 - . 05530 - . 00029 11 1 0 . 00000 .- . 16667 - . 00063 2 0 . 00000 - . 42865 - .00161 3 0 . 00000 - . 05833 --- . 00022 12 1 0 . 00000 - . 17301 -- . 00043 2 0 . 00000 - . 44495 - . 00111 - . 000154 13 1 0 . 00000 - . 17696 - . 0003 2 0 . 00000 - .45512 - . 00059 3 0 . 00000 - . 06190 -- . OonoA 14 1 0 . 00000 - . 17846 - . 00002 2 0 . 00000 - . 45899 -- . 00006 3 0 . 00000 -- . 06237 0 . 00000 15 1 0 . 00000 - . 17745 . 00019 2 0 . 00000 - . 45639 . 00049 3 0 . 00000 - . 06190 . 00008 P-FRAME Limear Elastic mnalysis results Stv No. OF J . N Ir OL 1 08 Sea 89 12 : 14 am Softek Services Ltd R.A .GRAY-MEDICAL CLINIC 83 Load Case Results Joint Load X-Displ . Y-Displ . Rotation Number Case (in) ( in) (rad) 16 1 0 . 00000 - . 17381 . 00041 2 0 . 00000 - . 44716 . 00105 3 0 . 00000 - . 06054 . 00015 17 1 0 . 00000 .- . 1 6'768 . 00062 0 . 00000 - . 43124 . 00160 3 0 . 00000 -- . 05833 . 00022 18 1 0 . 00000 - . 159U2 00082 2 0 . 00900 - .40897 . 00211 3 0 . 00000 -. 05530 . 00029 19 1 0 . 00000 -- . 14807 . 00100 2 0 . 00000 -. 38081 . 00258 3 0 . 00000 - . 05149 . 00035 20 1 0 . 00000 - . 13500 . 00117 2 0 . 00000 -- . 34720 . 00302 0 . 00000 - . 04694 . 00041 21 1 0 . 00000 .. . 11999 . 00133 2 0 . 00000 - . 30859 . 00341 3 0 . 00000 - . 04167 . 00047 22 1 0 . 00000 - . 10321 . 00147 2 0 . 00000 - . 26544 . 00377 3 0 . 00000 -- . 03575 . 00052 23 1 0 . 00000 - . 08484 . 00159 2 0 . 00000 - . 21819 . 0041n 3 0 . 00000 -- . 02927 . 00056 24 1 0 . 00000 - . 06505 . 00170 2 0 . 00000 - . 16730 . 00438 3 0 . 00000 . 02234 . 00059 25 1 0 . 00000 - . 04406 . 00179 2 0 . 00000 - . 11331 . 00460 3 0 . 00000 - . 01508 . 00062 2.6 1 0 . 00000 - . 02224 . 00184 2 0 . 00000 -- . 05719 . 00474 3 0 . 00000 - . 00760 . 00063 7 1 0 00000 0 . 00000 . 00185 2 0 . 00000 0 . 00000 . 09479 3 0 . 00000 0 . 00000 . 00063 r-FRAME inefir Elastic analysis results Str No. 06 .J .N I COL I 18 Sep 99 12 : 19 ?-m - I --- - - 71 SoFtek Ser,v Ices Ltd R.A . GRAY-MEDICAL CLINIC 83 woad Combination Rasults Joi-it Load._..................... X -Displ . Y-Displ . Rotation Number Combination ( in) (in) ( rad) ' 1 0 . 00000 0 . 00000 - . on7o7 0 . 00000 - . 08465 - . 00702 1 0 . 00000 - . 16811 - . 006s7 1 0 . 00000 •- . 24917 - . 00662 i 0 . 00000 - . 32664 - . 00627 6 1 0 . 00000 - . 39932. - . 00582. 7 1 0 . 00000 46601 - . 00520 8 1 0 . 00000 - . 5._75 5n - . 00463 9 1 0 . 00000 - . 57691 - . 00393 10 1 0 . 00000 . _ 61970 - . 00320 C 11 1 0 . 00000 - . 65365 - . 00245 12 1 0 . 000n0 - . 67850 - . 00lss 13 1 0 . 00000 - . 69397 -. 00089 14 1 0 . 00000 - . 69980 - . QooQa 15 1 0 . 00000 - . 69574 . o9Q7s is 1 0 . 00000 - . 68157 . 00161 17 1 0 . 00000 .- . 65725 . 00244 1s 1 0 . 00000 .. . 62329 . 0031 19 1 0 . 00000 - . 58037 . 00393 20 1 0 . 00000 - . 52914 . 00460 21 1 0. 00000 ... . 47026 , 0092 1 22 1 0 . 00000 - . 40440 . 00576 23 1 0 . 00000 -- . 33230 . 00625 24 1 0 . 00000 - . 254',! . 00668 25 1 0 . 00000 - . 172.45 . 00701 26 1 0 . 00000 OP701 . 00721 P-FRAME LfneAr Elastic_ .±rnalysis rQsulis J .NICOLI Str No. 05 08 Sen 89 12. : 19 am Softek Services Ltd R. A.CRAY-MEDICAL CLINIC 83 Load Combination Results Joint Load X-Dis 1 Y-Dis 1 Rotation Number Combination (in) ( in) (rad) 27 1 0 . 00000 0 . 00000 . 0072'1 Notes : i . positive X-displane mpntG Arp in the rositive global X dirwrtion . 2 . Positive Y-displacements are in the positive global Y direction . 3 . Positive Z-displacpmpnts arp counter-clockwise. ** MEMBER FORCES *** .................................................................................... Load Case Results Mem Load Axial @ LJ Shear 0 LJ BM 0 LJ Axial 0 OJ Shear @ OJ BM 0 QJ No. Case (kips) (kips) (K-ft) (kips) (kips) (K-ft) 1 1 0 . 000 1 . 079 0 . 000 0 . 000 -4 . 079 4 . 079 2 0 . 000 10 . 491 0 . 000 0 . 000 - 10 . 491 10 . 491 a 0 . 000 1 . 500 0 . 000 0 . 000 -1 . 500 1 . 500 2 1 0 . 000 4 . 079 -4 . 079 0 . 000 -4 . 079 8 . 159 2 0 . 000 10 . 491 - 10 . 491 0 . 000 -- 10 . 491 20 . 983 3 0 . 000 1 . 500 -- 1 . 500 0 . 000 - 1 . 500 3 . 000 3 1 0 . 000 4 . 079 --8 . 159 0 . 000 4 . 07? 12 . 23A 2 0 . 000 10 . 491 -20 . 983 0 . 000 -- 10 . 491 31 . 474 3 0 . 000 1 . 500 - 1 . 000 0 . 000 - 1 . 500 4 . 500 4 1 0 . 000 4 . 079 - 12 . 238 0 . 000 -4 . 079 16 . 317 2 0 . 000 10 . 491 -31 . 4'74 0 000 - 10 . 491 41 . 965 3 0 . 000 1 . 500 --4 . 500 0 . 000 - 1 . 500 6 . 000 5 1 0 . 000 4 . 079 -. 16 . 317 0 . 000 --4 . 079 20 . 397 0 . 000 10 . 491 -41 . 966 0 . 000 --10 . 491 52 . 457 3 0 . 000 1 . 500 -6 . 000 0 . 000 - 1 . 500 7 . 500 6 If 0 . 000 4 . 074 -20 . 397 0 . 000 -4 . 079 24 . 476 0 . 000 10 . 491 -52 . 457 0 . 000 - 10 . 491 52 . 949 3 0 . 000 1 . 500 -7 . 500 0 . 000 - 1 . 500 9 . 000 7 1 0 . 000 4 . 079 - 24 . 476 0 . 000 -4 . 079 28 . 555 2 0 . 000 10 . 491 -62 . 949 0 . 000 - 10 . 491 73 . 440 3 0 . 000 . 500 -9 . 000 0 . 000 - . 500 9 . 500 8 1 0 . 000 . 865 -28 . 555 0 . 000 - . ►165 29 . 420 2 0 . 000 2 . 225 -73 .440 0 . 000 -21 . 225 75 . 665 I 3 0 . 000 . 500 -9 . 500 0 . 000 - . 500 10 . 000 9 1 0 . 000 . 865 -29 . 420 0 . 000 - . 865 30 . 286 2 0 . 000 2 . 225 --75 . 666 0 . 000 -2 . 225 77 . 891 3 0 . 000 . 500 - 10 . 000 0 . 000 - . 500 10 . 500 P-FRAME Linear Flastic Analysis results Str• No. 06 J .NICOLI 08 .Sep 89 12 - 1q rim Softek Services Ltd R.A .GRAY-MEDICAL CLINIC 83 toad Case Results Mem Load Axial i LJ Sheer M LJ BM M LJ Axial M GJ Shear M GJ BM 0 OJ No. Case (kips) (kips) (K-ft) ( kips) (kip:,) (K-ft) 10 1 0 . 000 . 865 -30 . 296 0 . 000 -• . 865 31 . 151 2 0 . 000 2 . 225 --77 . 891 0 . 000 -2 . 225 80 . 117 3 0 . 000 . 500 . 10 . 500 0 . 000 - . 500 11 . 000 11 1 0 . 000 . 865 -31 . 151 0 . 000 - . 865 32 . 016 2 0 . 000 2 . 225 -80 . 117 0 . 000 -2 . 225 82 . 342 30 . 000 . 500 - 11 . 000 0 . 000 -- . 500 11 . 500 12 1 0 . 000 . 865 -32 . 016 0 . 000 - . 865 32 . 882 2 0 . 000 2 . 225 -82 . 342 0 . 000 -2 . 225 94 . 568 3 0 . 000 . 500 - 11 . 500 0 . 000 - . 500 12 . 000 11 1 0 . 000 . 865 -32 . 982 0 . 000 - . 865 33 . 747 2 0 . 000 2 . 27.5 -84 . 568 0 . 000 -2 . 225 86 . 793 3 0 . 000 . 500 - 12 . 000 0 . 000 -- . 500 12 . 500 14 1 0 . 000 . 865 -33 . 747 0 . 000 - . 865 34 . 612 2 0 . 000 2 . 225 --86 . 793 0 . 000 -2 . 225 89 . 018 3 0 . 000 - . 500 -- 12 . 500 0 . 000 . 500 12 . 000 15 1 0 . 000 . 865 -34 . 612 0 . 000 - . 865 35 . 478 2 0 . 000 2 . 225 -89 . 018 0 . 000 -2 . 225 91 . 244 0 . 000 -- . 500 - 12 . 000 0 . 000 . 500 11 . 500 16 1 0 . 000 -2 . 349 -35 . 479 0 . 000 2 . 349 33 . 129 2 0 . 000 --6 . 041 -91 . 244 0 . 000 6 . 041 85 . 203 3 0 . 000 - . 500 - 11 . 500 0 . 000 . 500 11 . 00n 17 1 0 . 000 -2 . 349 -33 . 129 0 . 000 ;, . ?49 30 . 780 2 0 . 000 -6 . 041 -85 . 203 0 . 000 F . 0111 79 . 163 3 0 . 000 - . 500 - 11 . 000 0 . 000 . 500 10 . 500 18 1 0 . 000 -2 . 349 -30 . 780 0 . 000 2 . 349 28 . 432 2 0 . 000 -6 . 041 -79 . 163 0 . 000 6 . 041 73 . 122 3 0 . 000 - . 500 - 10 . 500 0 . 000 . 9C0 10 . 000 19 1 0 . 000 -2 . 349 -28 . 432 0 . 000 2 . 349 26 . 093 2 0 . 000 6 . 041 -73 . 122 0 . 000 6 . 041 67 . OR2 3 0 . 000 - . 500 - 10 . 000 0 . 000 . 500 9 . 500 20 1 0 . 000 -2 . 349 -26 . 083 0 . 000 2 . 349 23 . 734 2 0 . 000 -6 . 041 -67 . 092 0 . 000 6 . 041 61 . 041 3 0 . 000 - . 500 --9 . 500 0 . 000 . 500 9 . 000 21 1 0 . 000 --2 . 349 -23 . 734 0 . 000 2 . 349 7. 1 . 385 2 0 . 000 -6 . 041 --61 . 041 0 . 000 6 . 041 55 . 001 3 0 . 000 - 1 . 500 -9 . 000 0 nnn 1 . 500 7 . 500 22 1 0 . 000 -2 . 349 -21 . 385 0 . 000 2 . 349 19 . 037 2 0 . 000 --6 . 041 ••55 . 001 0 . 000 6 . 041 48 . 960 3 0 . 000 - 1 . 500 -7 . 500 0 . 000 1 . 500 6 . 000 P-FRAME Linear Elastic analysis results Gtr No. 06 J .NICOLI 08 Sep 89 12: 19 am Softek Services l.t.d R.A.GRAY-MEDICAL CLINIC 83 LcadCase Results „ em Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ No . Case (kips) ( kips) (K-ft) (kips) (flips)No . 13 1 0 . 000 -2 . 349 - 19 . 037 0 . 000 2 . 345 16 . 688 2 0 . 000 -6 . 041 -49 . 960 0 . 000 6 041 42 . 920 3 0 . 000 -1 . 500 -6 . 000 0 . 000 1 . 500 4 . 500 24 1 C . 000 -5 . 563 - 16 . 689 0 . 000 5 . 563 11 . 125 2 0 . 000 - 14 . 307 -42 . 920 0 . 000 14 . 307 28 . 613 3 0 . 000 - 1 . 500 -4 . 500 0 . 000 1 . 500 3 . 000 25 1 0 . 000 -5 . 563 - 11 . 125 0 . 000 5 . 563 5 . 563 2 0 . 000 - 14 . 307 -28 . 613 0 . 000 14 . 307 14 . 307 3 0 . 000 - 1 . 500 -3 . 000 0 . 000 1 . 500 1 . 500 26 1 0 . 000 --5 . 563 -5 . 563 0 . 000 5 . 563 0 . 000 2 0 . 000 -- 14 . 307 - 14 . 307 0 . 000 14 . 307 0 . 000 3 0 . 000 -1 . 500 -1 . 500 0 . 000 1 . 500 0 . 000 Load...,Cnmbin.a.t i.on_,�Resu 1 is Mem... em Load Axial @ LJ Shear @ LJ ,M @ LJ Axial @ GJ Shear @ OJ BM @ OJ No . Comb (kips ) (kips) (K-f t ) (kips) (kips) (K--ft) 1 1 0 . 000 16 . 071 0 . 000 0 . 000 - 16 . 071 16 . 071 2 1 0 . 000 16 . 071 1F . 071 0 . 000 -16 . 071 32 - 142 3 1 0 . 000 16 . 071 -32 . 142 0 . 000 -16 . 071 48 . 212 4 1 0 . 000 16 . 071 --4P . ? 12 0 . 000 - 16 . 071 64 . 28? 5 1 0 . 000 16 . 071 -64 . 2P3 0 . 000 - 16 . 071 AO . 354 8 1 0 . 000 16 . 071 --PO . 354 0 . 000 - 16 . 071 96 . 425 7 1 0 . 000 1 . 071 -96 . 425 0 . 000 - 15 . 071 111 . 495 8 1 0 . 000 3 . 591 •• 111 . 495 0 . 000 -3 . 591 115 . 086 9 1 0 . 000 3 . 591 -115 . 086 0 . 000 -3 . 591 118 . 677 10 1 0 . 000 3 . 591 --118 . 677 0 . 000 -3 . 591 122 . 268 11 1 0 . 000 3 . 591 - 122 . 268 0 . COO -3 . 591 125 . P5P 12 1 0 . 000 3 . 591 - 125 . 858 0 . 100 --3 . 591 129 . 449 13 1 0 . 000 3 . 591 - 129 . 4 : 9 0 . 000 -3 . 591 133 . 040 4 1 0 . 000 2 . 591 - 133 . 040 0 . 000 -2 . 591 135 . 631 15 1 0 . 000 2 . 591 -- 135 . 631 C . 000 -2 . 591 138 . 22.2 16 1 0 . 000 -8 . 889 -138 . 222 0 . 000 8 . 889 129 . 332 P-FRAME Linear- Elastir, aflalyGts results Str No. 06 J .NICOLI 08 Sep 89 12 : 19 a Sc f tel: Services Ltd R . A .GRAY-MEDICAL CLINIC 83 Load Combination,ResultsGJ Mem Load Axial (Q LJ Shear @ LJ BM @ LJ Axial m GJ Shear @ GJ BM @ No. Comb (kips) (kips ) (K-ft ) (kips) (kips ) ( K-ft ) 17 1 0 . 000 --9 . 889 - 129 . 332 0 . 000 8 . 989 120 . 443 Ig 1 0 . 000 -8 . 889 -120 .443 0 . 000 A . HH9 111 . 554 1 ? 1 0 . 000 --8 . 889 - 111 . 554 0 . 000 A . 8R9 102 . 665 20 1 0 . 000 -8 . 889 - 102 . 665 0 . 000 8 . 889 93 . 775 21 1 0 . 000 ...9 . 889 -93 . 775 0 . 000 9 . 88? 83 . 881- 22 1 0 . 000 -9 . 889 -83 . 8A6 0 . 000 9 . 889 73 . 997 23 1 0 . 000 -9 . 889 -73 . 997 0 . 000 9 . 889 64 . 108 24 1 0 . 000 -2. 1 . 369 -64 . 108 0 . 000 2. 1 . 369 42 . 738 25 1 0 . 000 -2 . 369 -42 . 738 0 . 000 21 . 369 21 . 359 26 1 0 . 000 -21 . 369 -2. 1 . 369 0 . 000 2. 1 . 369 0 . 000 I ,te 1 . Positive ax•. ial forces act iii the positive local (rnPrnbPr ) >�. dir�+ction . 2 . Positive shear forces act in the positive local (member ) y direction . 3 . Positive bending moments of*t r:ounter-clockwise . *** MEMBER STRESSE3 *** Load. .Ca,se_.Results_ , Mem Lo1.ad Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi ) (psi ) (psi ) (psi ) (psi ) 1 1 1 0 . 0 0 . 0 0 . 0 0 . 0 2 0 . 0 -550 . 6 -550 . 6 550 . 6 2 1 q . 0 0 . 0 0 . 0 0 . 0 2 0 , 0 - 1 , 416 . 2 -1 , 416 . 2 1 , 416 . 2 3 1 0 . 0 0 . 0 0 . 0 0 . 0 2 0 . 0 -202 . 5 -2.02 . 5 202 . 5 2 1 2 0 . 0 -550 . 6 -550 . 6 550 . 6 3 0 , 0 -1 , 101 . 3 - 1 , 101 . 3 1 , 101 . 3 2 2 0 . 0 - 1 , 416 . 2 - 1 , 416 . 2 1 ,416 . 2 3 0 . 0 -2 , 832. . 3 -2 , 832 . 3 2 , 832 . 3 3 2 0 . 0 -202 . 5 -202 . 5 202 . 5 r 3 0 . 0 -404 . 9 -404 . 9 404 . 9 1 3 1 3 0 . 0 - 1 , 101 . 3 - 1 , 101 . 3 1 , 101 3 4 0 . 0 - 1 , 651 . 9 - 1 , 651 . ? 1 , 651 . 9 2 3 0 . 0 -2 , 832 . 3 -2 , 812 . 3 2 , 832 . 3 P-FRAME Lineal, Elastic anAly4i5% results Str No. 06 I .NICOL 1 08 Sen 89 12 : 19 Am ... Softek Services Ltd R . A .r_,RAY--MEDICAL CLINIC 83 Load-. Case Results Mem Load Joint Axial Shear Banding Top ( pNoijal Bot(Normal No. Case No . ( psi ) (psi ) (ps ) n O . 0 4 , 241 . 5 a , ?49 . 5 4 , 248 . 5 0 . 0 -404 . 9 -404 . 9 404 . Cl n O . r - 6n'7 . 4 --607 . 4 F07 . 4 a 1 4 0 . 0 -. 1 , 651 . 9 -- 1 , 651 . 9 1 , 551 . 9 0 . 0 _ 2 , 202 . 6 -2 , 202. . 6 2 . 202 . 6 2 q 0 . 0 -4 , 249 . 5 -4 , 248 . 5 4 , 248 . 5 5 0 . 0 5 . 664 . 7 -5 , 654 . 7 5 , 664 . 7 3 4 0 . 0 --607 . 4 --607 . 4 607 . 4 -R09 . g -809 . 9 POq . 9 0 . 0 5 1 5 0 . 0 -2 , 202 . 6 -2 , 202 . 6 2 , 202 . 5 6 0 . 0 -2 , 753 . 2 •-2 , 753 . 2 2 , 753 . 2 2 5 0 . 0 -5 , 664 . 7 -5 , 664 . 7 5 , 664 . 7 6 0 . 0 -7 , OSO - 9 -7 , 080 . 9 7 , 080 . 9 3 5 U . 0 -809 . 9 -809 . 9 809 . 9 6 O . 0 -1 , 012 . 4 - 1 , 012 . 4 1 , 012 . 4 6 1 6 0 . 0 -2 , 753 . 2 -2 , 753 . 2 2 , 753 . 2 7 0 . 0 -3 , 303 . 8 -3 , 303 . 8 3 . 303 . 8 a ? 6 0 . 0 --7 , 080 . 9 -7 , 080 . 9 7 , 080 . 9 A 7 0 . 0 -8 ,497 . 0 -8 ,497 . 0 8 , 497 . 0 3 6 0 . 0 - 1 , 012 . 4 -1 . 012 . 4 1 , 012 . 4 7 0 . 0 - 1 , 2. 14 . 8 -1 , 214 . 5 1 , 21x . 8 7 1 7 0 . 0 -3 , 303 . 8 - 3 , 303 . 8 3 . 303 . 9 si 0 . 0 -3 , 954 . 5 -3 , 854 . 5 3 , 854 . 5 I -8 , 497 . 0 -8 , 497 . 0 8 , 497 . 0 O -9 , 913 . 2 -9 , 913 . 2 9 , 913 . 2 3 O -1 , ?. 14 . 8 - 1 . 214 . 9 1 , 214 . 8 8 O . 1 -1 , 282 . 3 - 1 , 2.82 . 3 1 , 282 . 3 8 1 8 0 . 0 -3 . 854 . 5 -3 , 854 . 5 3, 854 . 5 9 0 . 0 -3 , 971 . 3 - 3 , 871 . 3 3 , 971 . 3 2 8 0 . 0 -9 , 1113 . 2 -9 , 913 . 2 9 , 913 . 2 q 0 . 0 - 10 , 213 . 6 - 10 , 213 . 6 10 , 213 . 6 3 A 0 . 0 - 1 , 282 . 3 - 1 , 282 . 3 1 , 282 . 3 -1 , 349 . 8 - 1 , 349 . 8 1 , 349 . 8 q 0 . 0 9 1 9 0 . 0 3 , 971 . 3 -3 , 971 . 3 3 , 971 . 3 10 0 . 0 -4 , 088 . 1 -4 , 088 . 1 4 , 088 . 1 2 9 0 . 0 -10 , 213 . 6 -10 , 213 . 6 10 , 213 . E 10 0 . 0 -10 , 514 . 0 - 10 , 514 . 0 10 , 514 . 0 3 9 0 . 0 - 1 . 349 . 8 - 1 , 349 . 8 1 , 349 . 8 10 0 .0 -. 1 0 4 17 . 3 - 1 , 417 . 9 1 .417 . 3 10 1 10 0 . 0 -•4 , 088 . 1 -4 . 088 . 1 4 , 088 . 1 11 0 0 -4 , 204 . 9 -4 , 204 . 9 4 . 204 . 9 2 10 0 . 0 - 10 , 514 . 0 -10 , 514 . 0 10 , 514 . 0 11 0 . 0 - 10 , 814 . 4 -10 , 414 . 1 10 , 814 . 4 1 10 0 . 0 - 1 . ' 17 3 - 1 , 417 . 3 1 , 417 . 3 3r_r, No. 06 f'- FRAMF I iner1r• Elasr_ic anrlysis results 08 Sep R9 12 : 19 a _( .14 1001 1 Softek Services Ltd R. A.GRAY-MEDICAL CLINIC,. 63 'Load .ase R®s.u1t,s• Shear Sending Top Normal Bot Normal Mzm Load Joint Axia1 (psi ) (psi ) ( ps ' > No. Case No . (psi ) (prgi ) - 1 ,494 . 3 - 1 , QR4 . F1 1 , 4'1.t . 8 -4 , ..04 0 . 0 -4 , 204 . 9 9 -4 , 204 . 9 4 , 204 . 9 11 1 11 .-4 , 321 . 7 -4 , 321 . 7 4 , 3,'. 1 . 7 12 0 . 0 -10 , 814 .4 - 10 , 914 . 4 10 , 514 .1 11 0 ' 0 -11 , 114 . 8 -11 , 114 . 9 11 , 114 . 8 12 0 . 0 _ 1 ,454 . 8 •-1 . 4?4 • r 1 , 484 . 9 3 11 0 . 0 .. 1 , 554 . 3 1 , 552 . 3 12 0 . 0 -4 . 3? 1 . '7 -4 , 321 . 7 12 1 12 0 . 0 4 , 321 . 7 { -4 ,438 . 5 -4 ,438 . 5 4 , 438 . 5 13 0 . 0 - 11 , 114 . 8 -11 , 114 . 8 11 , 114 . 8 2 12 0 . 0 - 11 , 415 . 2 -11 , 415 . 2 11 , 415 . ' 13 0 . 0 12 b . 0 -1 . 552 . 3 -1 , 552 . 3 1 , 552 . 3 -1 , 619 . 8 -- . 619 13 0 . 0 - 4 , 43A . 5 1 , 819 . 9 3 0 . 0 - 4 , 438 . 5 -4 , 438 . 5 4 , 438 . 5 13 1 13 -4 , 955 . 3 -4 . 555 . 3 4 , 555 . 3 14 0 . 0 11 2 13 0 . 0 - 11 , 415 . 2 --11 , 415 . 2 , 415 ..2 - 11 , 715 . 6 - 11 , 715 . 6 11 , 1715 . 6 14 0 . 0 0 . 0 - 1 , 619 . 8 1 , 61? . 8 1 . 619 . 8 1 313 1 . 697 . 3 -1 , 687 . 3 1 , 687 . 3 14 0 . 0 . 4 , 555 . 3 -4 . 555 . 3 4 , 555 . 14 1 14 0 . 0 a -4 , 672 . 1 -4 , 672 . 1 4 . 672 . 1 15 0 . 0 2 14 0 n - 11 , 715 . 6 -11 , 715 . 6 11 , '715 . 6 14 0 . 0 -- 12 , 016 . 0 -12 , 016 . 0 12 , 016 . (1 - 1 , 687 . 3 -1 , 697 . 3 1 , 697 . 3 3 14 0 . 0 15 0 . 0 - 1 , 619 . 8 -1 . 619 . 9 i 619 . 8 -4 , 672 . 1 -4 , 672 . 1 4 . 672 . 1 15 1 15 0 . 0 -4 , 799 . 9 -4 , 79✓:' . 9 4 . 799 . 9 16 0 . 0 0 . 0 - 12 , 016 . 0 12 , 01E . 0 12 , 016 . 0 2 15 - 12 , 316 . 4 - 12 , 316 . 4 12 , 315 . 4 16 0 . 0 3 15 0 . 0 - 1 . 619 . 8 - 1 , 619 . 8 1 , 619 . 8 15 0 . 0 - 1 , 5912 . 3 - 1 , 552 . 3 1 ,552 . 3 6 0 . 0 --4 , 789 . 9 -4 , 785 . 9 4 , 799 . 9 16 1 16 0 . 0 -4 . 471 . 9 -4 . 471 . 8 4 ,471 . 9 0 . 0 -12 , 316 . 4 - 1? , 316 . 4 12 , 316 . 4 2 16 - 11 , 501 . 0 - 11 , 501 . 0 11 , 501 . 0 17 0 . 0 - 1 , 552 . 3 - 1 , 552 . 3 1 , 552 . 3 ? 16 0 . 0 - 1 , 494 . 9 - 1 , 484 . 8 1 ,484 . 8 17 0 . 0 17 0 . 0 -4 , 471 . 8 -4 ,471 . 8 4 , 471 . 8 17 1 -4 , 154 . a --4 , 154 . 9 4 , 154 . 9 19 0 . 0 7 0 . 0 -11 , 501 . 0 _ 11 , 501 . 0 11 , 501 . 0 � 1 f -10 , 695 . 6 10 , 685 . 6 10 17 0 . 0 , 6RS . ti 17 0 . 0 - 1 , 484 . 9 --1 , 494 . 8 1 , 484 . 8 1 , 417 . 3 18 0 . 0 - 1 , 417 . 3 - 1 .417 . 3 !:,tr. No. 06 P-FRAME Lineal' Elastic ar7mlysis results U8 Sep 89 12 . 19 am J .N1CnLI 't Softek Services Ltd R .A .0iRAY-MEDICAL CLINIC 83 Load Case Results Mem Load JoiAxial Shear Bending top Normal Bot Norma No. Case Nr. (psi ) (psi ) (psi ) (psi ) (psi ) IR 1 18 0 . 0 -4 , 154 . 8 -4 , 154 . 8 4 , 154 . 8 19 0 , 0 --3 , 837 . 8 -3 , 837 . 8 3 , 837 . 8 2 18 0 . 0 -10 , 685 . 6 - 10 , 685 . 6 10 , 605 . 6 19 0 . 0 -9 , 870 . 3 -9 , 870 . 3 9 , 870 . 3 3 19 0 . 0 - 1 ,417 . 3 -1 , 417 . 3 1 , 417 . 3 19 0 . 0 - 1 , 349 . 8 -1 , 349 . 8 1 , 349 . 8 19 1 19 0 . 0 - 3 , 837 . 8 -3, 837 . 8 3 , 837 . 8 20 0 . 0 -3 , 520 . 7 -3 , 520 . 7 3 . 520 . 7 2 19 0 . 0 -9 , 870 . 3 -9 , 870 . 3 9 , 810 . 3 20 0 . 0 -9 , 054 . 9 --9 , 054 . 9 9 , 054 . 9 3 19 0 . 0 -- 1 , 349 . 8 -1 , 349 . 8 1 , 349 . 8 20 0 . 0 - 1 , 282 . 3 - 1 , 282 . 3 1 , 282 . 3 2n 1 20 0 . 0 -3 , 520 . 7 --3 , 520 . 7 3 , 520 . 7 21 0 . 0 •-3 , 203 . 7 -3 , 203 . 7 3 , 203 . 7 2 20 0 . 0 --9, 054 . 9 -9 , 054 . 9 9 , 054 . 9 21 0 . 0 -8 , 2219 . 5 -8 , 239 . 5 8 , 239 . 5 3 20 0 . 0 - 1 , 282 . 3 - 1 , 282 . 3 1 , 2132 . 3 21 0 . 0 -- 1 , 214 . 9 - 1 , ? 14 . 13 1 , 214 . 8 21 1 21 0 . 0 -3 , 203 . 7 - 3 , 203 . 7 3 , 203 . 7 22 0 . 0 --2 , 886 . 7 -2 , 086 . 7 2 , 886 . 7 2 21 0 . 0 --8 , 239 . 5 -8 , 239 . 9 8 , 239 . 5 22 0 . 0 -7 , 424 . 2 -7 , 424 . 2 7 , 424 . 2 3 21 0 . 0 - 1 , 214 . 8 - 1 , 214 . 8 1 , 214 . 9 22 0 . 0 -- 1 , 012 . 4 - 1 , 01 ? . 4 1 , 012 . 4 22 1 22 0 . 0 -2 , 886 . 7 -2 , 896 . 7 2 , 886 . 7 23 0 . 0 -2 , 569 . 6 -2 , 569 . 6 2 , 569 . 6 2 22 0 . 0 -7 , 424 . 2 -7 , 424 . 2 7 , 424 . 2 23 0 . 0 -6 , 608 . 8 -6 , 608 . 8 6 , 608 . 8 3 22 0 . 0 - 1 , 012 . 4 - 1 . 012 . 4 1 , 012 . 4 23 q . 0 -809 . 9 -1109 . 9 809 . 9 23 1 23 0 . 0 -2 , 569 . 6 -2 , 569 . 6 2 , 569 . 6 24 0 . 0 -2 , 25'? . 6 -2 , 252 . 6 ^ , 252 . 6 2 2.3 0 . 0 --6 . 608 . 8 -6 , 608 . 8 6 , 608 . 8 24 0 . 0 -5 , 793 . 4 --5 , 793 . 4 5 , 793 . 4 3 23 0 . 0 -809 . 9 -809 . 9 809 . 9 24 0 . 0 -607 . 4 -607 . 4 607 . 4 2.4 I 24 0 . 0 - 2 , 252 . 6 -2 , 252 . 6 2 , 252 . 6 25 0 . 0 -- 1 , 501 . 7 - 1 , 501 . 7 1 , 501 . 7 2 24 0 . 0 -5 , 793 . 4 -5 , 793 . 4 5 , 793 . 4 25 0 . 0 -3 , 862 . 3 -3 , 862 . 3 3 , 862 . 3 3 24 0 . 0 -607 . 4 -607 . 4 607 . 4 25 0 . 0 -. .,04 . 9 --404 . 9 404 . 9 1 25 0 . 0 1 , 501 . 7 - 1 , 501 . 7 1 , 501 . 7 26 0 . 0 -750 . 9 -750 . 9 750 . 9 1 p-rPAINF 1. iFIr i;. i11,211ySis rF+sultG St-r No. 06 ,1 .NICOLI 08 Sep 89 12 : 19 am �u:c„:--.�dw.+Fi,.aw.nleuai�:u¢s:4mY5dYi�ilV'..6i1ib1r Wif4flsaadG:;r4 BWi�rn�ww�'r z,.M..w91Mwousrwwwwwrw�ayss.e,•e. • Safi tPk Services l.td R. A. GRAY-MEDICAL CLINIC 83 LoadCas,e...Resu 1s, t Mem Load Joint Axial Shear Bending Top Normal Bot. Normal No. Case No. (psi ) (psi ) (psi ) (psi ) ( psi ) 2 25 0 . 0 -3 . 862 . 3 3 . 862 . 3 3 , £162 . 3 26 0 . 0 - 1 , 931 . 1 -1 , 931 . 1 1 , 931 . 1 3 25 0 . 0 -404 . 9 -.404 . 9 4(14 . 9 26 0 . 0 202 . 5 -202. . 5 202 . 5 26 1 26 0 . 0 ...750 . 9 --750 . 9 760 . 9 27 0 . 0 0 . 0 0 . 0 0 . 0 2 26 0 . 0 1 , 931 . 1 - 1 , 931 . 1 1 . 931 . 1 27 0 . 0 0 . 0 0 . 0 0 . 0 3 26 0 . 0 -202 . 5 -202 . 5 202 . 5 217 0 . 0 0 . 0 0 . 0 0 . 0 LoadCombination, -Res_u,l,t.s.A Mem Load Joint xial Shear Bending Top Normal Bot. Normal No . Comb No. (psi ) (psi ) (psi ) (psi ) 1 1 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 .-2 , 169 . 3 -2 . 169 . 3 2 , 169 . 3 1 2 0 . 0 -2 , 169 . 3 -2 , 169 . 3 t a 0 . 0 --4 , 338 . 6 -4 , 338 . 6 4 , 339 . 6 I 3 0 . 0 -4 . 338 . 6 --4 . 338 . 6 4 , 338 . 6 4 0 . 0 -6 . 507 . 8 -6 . 507 . 8 6 , 507 . 8 n 1 4 0 . 0 -6 , 507 . 8 -6 , 507 . 8 6 , 507 . 8 5 0 . 0 .-8 , 677 . 1 -8 , 677 . 1 8 , 677 . 1 1 5 0 . 0 8 . 677 . 1 --8 , 677 . 1 8 , 677 . 1 6 0 . 0 - 10 . 946 . 4 - 10 . 846 . 4 10 . 846 . 4 I 6 0 . 0 -10, 846 . 4 - 10 , 846 .4 10 , 846 . 4 7 0 . 0 - 13 , 015 . 7 - 13 , 015 . 7 13 , 015 . 7 t 7 0 . 0 - 13 , 015 . 7 -13 , 615 . 7 13 , 015 . 7 A 0 . 0 - 15 , 050 . 0 - 15 ,050 . 0 15 , 050 . 0 9 1 8 0 . 0 -- 15 , 050 . 0 -15 , 050 . 0 15 , 050 . 0 9 0 . 0 - 15 , 534 . 7 - 15 , 534 . 7 15 , 534 . 7 1 9 0 , 0 -15 , 534 . 7 - 15 , 534 . 7 15 . 534 . 7 10 0 . 0 - 16 , 019 . 4 - 16 , 019 . 4 16 , 019 . 4 10 1 10 0 . 0 -- 16 , 019 . 4 - 16 , 019 . 4 16 , 019 . 4 I1 0 . 0 -- 16 , 504 . 1 - 16 , 504 . 1 16 . 504 . 1 1111: 11 1 11 0 . 0 - 16 , 504 . 1 - 16 , 504 . 1 1F , 5Of . 1 1 ? 0 . 0 - 16 , 988 . A - 16 , 988 . A 16 , 98q . 8 „+ 12 0 . 0 -- 16 , 988 . 8 - 16 , 988 . 8 16 , 988 . 8 13 0 . 0 - 17 , 473 . 5 - 17 ,473 . 5 17 , 473 . 5 P FRAMF Linear Plastic analysis results Str No . 05 i . NICOLI 08 Sep 89 12 : 19 am Softek Services Ltd R .A .CRAY--MEDICAL CLINIC, R3 LoadCombinatio.n ...Res,ult.s Mem Load Joint Axial Shear Bending Tcp Normal Bot Normal No. Comb No. (psi ) (psi ) (psi ) ( psi ) ( PG , ) 13 1 11 0 . 0 -- 17 , 473 . 5 - 17 , 473 . 6 17 , 473 . 5 14 0 . 0 --1 -7 , 95A . 2 - 17 , 958 . 2 17 , 95' • 2 14 1 14 0 . 0 -17 , 958 1 - 17 , 958 . 2 17 , 989 . 2 15 0 . 0 - 18 , 307 . 9 - 18 , 307 . 9 18 , 307 . 9 15 1 15 0 . 0 - 19 , 307 . 9 - 18 , 307 . 9 18 , 307 . 9 16 0 . 0 -18 , 687 . 6 - 18 , 657 . E 18 . 657 . 6 16 1 16 0 . 0 - 18 , 657 . 6 - 18 , 657 . 6 18 , 657 . 6 17 0 . 0 - 17 , 457 . 7 1 '7 ,457 . 7 17 , 457 . 7 17 1 17 0 . 0 - 17 , 457 . 7 --17 , 457 . 7 17 , 457 . 7 i8 0 . 0 - 16 , 257 . 1 ... 16 , 257 . 8 16 . 257 . 8 fn I 1 '1 0 . 0 - 16 , 257 . 9 16 , 257 . 8 16 , 257 . 8 19 0 . 0 -15 , 057 . 9 - 16 , 057 . 9 15 , 057 . 9 19 1 19 0 . 0 - 15 , 057 . 9 - 15 , 057 . 9 15 , 057 . 9 20 0 . 0 -13 , 858 . 0 -13 , 858 . 0 13 , 859 . 0 20 1 20 0 . 0 - 13 , 855 . 0 -- 13 . 858 . 0 13 , 858 . 0 21 0 . 0 - 12 , 658 . 1 - 12 , 65!1 . 1 12 , 659 . 1 21 1 21 0 . 0 - 12 , Ei58 . 1 -12 , 658 . 1 12 , 659 . 1 22. 0 . 0 - 11 , 323 . 2 - 11 , 323 . 2 11 , 323 . 2 try 1 2L 0 . 0 - 11 , 323 . 2 --11 , 323 . 2 11 , 323 . 2 �3 0 . 0 -9 . 988 . 3 --9 , 9FIS . I 9 , 989 . '4 23 1 23 0 . 0 --9 , 988 . 3 --9 , 988 . 3 9 , 998 . 3 2 -8 , 659 . 5 -8 . 653 . 5 8 , 653 . 5 4 0 . 0 24 1 24 0 . 0 n , '1; 1 5 -8 , 653 . 5 8 , 653 . 5 -E -69 . 0 -5 , 769 . 0 5 , 769 . () ?.5 0 . 0 25 1 25 0 . 0 -5 , 769 . 0 5 , 769 . 0 5 . 760 r' 26 0 . 0 -? , 884 . 5 -2 , 884 . 5 2 . 984 . r 2.6 1 26 0 . 0 -2 , 884 . 5 -2 , 884 . 5 2 , 984 . 5 27 0 . 0 0 . 0 0 . 0 0 . 0 Note.^-. : 1 . Axial is positive+ for tension . Shear stress is positive for positive shear . Bending stress is for top of member . Bending stress is pr sithjAlor tension . Top Normal str•es,s - Axial + Spnding . Bottom Normal stress 9 r-FRAME I-inemr Elashic analysis results Sts No. 06 J .NICOLI 08 S?p 89 12 : 19 am � gas ra Sof tel, Services Ltd R .A . GRAY-MEDICAL CLINIC.. R4 *** INITIALIZING DATA *** Job Description : R . A . GRAY-MEDICAL CLINIC Frame Description : B4 Structure Parameters Analysis; Options Members . . . ?? Linear E1nstic; Analv�- is .Joints . . . . . . . . . . ? ? Imperial i_ir, it.s Springs C� Sections 1 Materials . . . . . 1 load Cases . . . . . . . . 2 Load Combinations . 1 User Name: J .NICOLI P-FRAME, 1 .04 (c) 19,85 Softek Services I.td Head Office: 5729 Wast Boulevard , Ste 2 Vancouver , B.C. J6M iwR Canada (604 )263-2726 Softek assumes no responsibility for the accuracy, validity or applicability of the results of P-FR.AMF . P-FRAME Input Data Str No. 07 J .NICOLI 08 Sen 89 09 : 45 a N• Si '� w1Pf � el! 4 q c.avmweLuwt.�l ;+ca ':x9 .,iwafY�iRlYpil�dti16IW1d1';:'+°w'B1aUi�ySlla Sw9b+t� iui�Ip�CN1�giMSrtraNw.wlwti raew+worn,war�+auewc�u.sr.: Softek Services Ltd R.A .GRAY-MEDICAL CLINIC 84 ** JOINT DATA .......................................*'K* ............. Joint X - coord . Y - coorH . X Degree Y - Degree Z Degree Number (feet ) (feet ) of Freedom of Freedom of Freedom I i 0 r1 1 ? 2 0 1 1 1 3 0 1 1 I 4 4 Q 1 1 1 5 5 0 1 t 1 6 6 0 ? 7 0 I I I q 9 0 1 1 I 4 9 0 I 1 10 1n 0 1 1 1 I1 11 0 12 12 0 1 1 1 13 1 .3 0 14 14 O 15 t , o t 1 t 16 15 0 1 I 1 17 17 0 1 1 1 18 18 0 I 1 1 19 19 0 1 1 1 20 20 0 1 1 1 ? 1 21 0 t 1 1 22 22 0 1 1 1 23 23 0 1 0 1 Note: Degree of Freedom: O-restrained 1=free ,I=couplet! t0 ,faint ,1 *** SECTION PROPERTY DATA *** ........................................................................................................... .... Sec X-sectional Mom. Inertia Shear Area Section Mod Plastic. Moment No. Area ( int ) ( in4 ) ( int ) ( in3 ) Capacity ( K-ft ) 1 5 . 57 130 0 21 . 3 0 Notes : 1 . Non--zpro Cross-sect ions 1 Area ±rnd Moment of Inertia are mmndAtory 2 . For non--zero Shear Arpa , shear stresses Are calc,ilated . 3 . For non-zero Shear Area and Shear ModUlU^ , secondary deflections dua to she:or Are included ( linear elastic analysis only) . 4 . For non-zero Elastic Section Modulus (5) , stresses are cm1cu1�0.ed . 5 . Non-zero Plastic Moment Capacity is mandatory for plastic analysis . P--FRAME Input Dmta Str No . 0.7 J .NICOLI OR Ser 89 09 : 45 am _- ,- ,...,. .,,::;,tawti�;;.r'sk.yWr'aY9�� q �6NIOIifaY;aNit�►�aiaGk^twwe ;wra., _. ,. Softek Services Ltd R.A.GRAY-MEDICAL_ CLINIC D4 ** MATERIAL PROPERTY DATA *** Material Youngmod Shear-mod Density Coeff Exp Fy Yield Number (ksi ) (ksi ) (K/ft3) (/F 1 . E6 ) (ksi ) 1 29000 0 0 0 ar; Notes : 1 . Elastic Modulus: ( Young 's Modulus) is mand"4tory . 2 . For non--zero Sho-mr Modulus and Shear Area , secondar•v def lectin+,s due to shear are includr'd ( linear elastic anmlysis only) . 3 . Non-zero density is; required if self--weight is specified and member weight Is to be considered ( linear Plastic and plasti(_, analysis ) . 4 . Non-zraro Thermal Coefficient of Expansior, is required for thermal loads . ( 1inee4r plastic and plasti(-. '�rrmlysis ) . 5 . Nnn-zero Yield Stress is mandatory for plastic analysis: _ ------------------ *** MEMBER CONNECTIVITY DATA *** Member Lower, Greater Sprtion Material Lower Greater Attribute Length Number Joint Joint Num)er Number End Type End Type Type (ft) L 1 3 3 4 4 4 S I I 1 1 I 5 5 6 I I 1 1 t 1 6 6 7 7 7 8 1 1 I I 1 1 9 9 10 I 1 1 I 1 1 10 10 11 I 1 1 1 1 I 11 11 12 I 1 I t 1 t 12 12 13 I 1 I 1 t t 13 13 14 14 14 15 1 1 I 1 1 1 15 15 16 1 1 1 1 I 1 16 15 17 1 t 1 1 I 1 17 17 18 1 1 1 1 1 1 16 19 19 1 I 1 1 1 1 19 19 20 20 20 21 1 1 1 1 I 1 21 21 22 1 I 1 1 1 1 22 22 23 1 I I 1 1 1 Nn,tes . I . Member End Types : 1=fixed ( rigid ronnAction) 0-pinned ( pinned r.onnectlor, ) . 2 . Attribute type 0 indicates that the member has been deleted . P-FRA.MF 1f)t-it ,1 .NICOLI Str No. 07 0R Sep 89 09 : 45 801 SOFtPl< Ser'v Ines Ltd R.A .GRAY-MEDICAI. CLINIC 84 *** LOAD INITIALIZING DATA *** Load Number of Number of Load Case Case Loaded Joints Loaded Members Description 1 2 22 DEAD LOAD LIVE LOAD *** JOINT LOAD DATA *** LOAD CASE 1 Record Loaded Horizontal Vertical Torsional Number Joint Load (kips) Load (kips) Lord (K-ft) 15 n - . 28 0 ?2 0 - 1 . 576 0 LOAD CASE 2 Record Loaded Horizontal Vertical Torsional Number Joint Load (kips) Load (kips) Load (K--ft) I i5 0 - . 79 0 2 0 -4 . 054 0 Notes ! 1 . Joint 10ad^ Act ill the 91obA1 cr_or'dirnate ey,tem. 2 . Positive HorizontAl Loads act in the positive X dir'Pction . 3 . Positives Vprtic.al Lo-id,; art in the Positive Y direction . 4 . Positive Torsional Loads act counter--clockwise . ............. MEMBER LOAD DATA *** .....................................--................. LOAD_ CASE_I - member distributed loads M Rec em Sloped UDL Proj UDL Local UDL Local UDL Triangular Thermal No. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change ( F) 1 1 0 - . 1 ,76 n 0 0 0 2 0 - . 176 0 0 0 0 3 3 0 - . 176 0 0 0 0 4 4 0 - . 176 0 0 0 n 5 5 0 - . 176 0 0 0 n 6 6 0 176 0 0 0 n 7 7 0 - . 176 0 0 0 0 9 8 0 - . 176 n 0 0 0 9 9 0 - . 176 r 0 0 0 0 10 0 . 176 0 0 0 0 11 11 0 . 176 n 0 0 0 12 12 0 . 176 0 0 0 0 13 13 0 .. . 1 7 6 n 0 0 0 P--FR.AMF Input Data J .NICOLI Str No. 07 08 Sep 89 09 :45 am 9oftek S,-r,vices Ltd R . A .GRAY--MEDICAL CLINIC 84 �AD CASE 1 - m®mbar distr,i,butad,,,,loads UDL Local UDL Triangular Thermal UDL Local ._.............._...._...-_................_.............__... Rec Mem Sloped UDL Prof . K/ft parll K/ft 0 GJ Change (F) No . No. K/ft slope K/ft horiz k/ft perp 0 0 D 14 14 0 - . 176 0 n 0 0 1r, 15 0 - . 176 n 0 0 0 16 16 0 - . 076 0 n 0 6 0 - . 070 17 17 0 0 0 0 is 1s 0 -- . 076 0 O n76 r) n 0 19 19 0 0 0 20 20 0 076 0 0 0 0 21 21 0 -. �76- . 076 0 0 0 0 22 22 0 LOAD 9ASE_,2L Local UDL Triangular, member ,di_�,tri_but�d lgads ular Thermal Rec Mem Sloped UDL Proj - UDI. Local LID No . No . !(/ft slope K/ft horiz k/ft perp K/ft parll K/ft m OJ Change (F) 0 0 1 1 0 . . 453 0 0 0 0 2 2 0 . 453 0 0 0 0 3 3 0 -- . 453 0 0 0 4 4 0 - 453 0 0 0 0 5 5 0 -, . 453 0 0 0 r1 6 6 0 - . 453 0 0 7 7 0 ... . 453 0 0 0 0 (. 0 - . 453 0 0 9 9 0 - . 453 0 0 0 n 10 10 -- . 453 0 0 0 0 11 I1 0 - . 453 0 n - . 453 0 0 0 12 12 0 0 0 1 3 1 :3 0 453 0 0 0 i - . 453 0 0 14 14 0 � o u o 15 15 0 - . 453 0 0 16 16 0 196 0 0 0 17 17 0 196 0 0 0 0 - . 196 0 0 0 is 1s 0 0 0 0 19 19 0 - ' 196 0 0 20 20 0 - . 196 0 0 0 0 i 2 1 21 0 - . 1 9 6 �� 0 0 0 2? 22 0 196 0 Notes : 1 . Sloped UDL , Pr•o,jer.tQd UDL & Point Loads act in the global coordinate sys em. ?_ . Local Perpendic�_rlar , Loral Par �+llel , Triangular And lhermal loads act in ? the local member coordinate system. 3 . TriangUlmr Loads Are 0 at the lower nt with the magnitude specified +�t the greater ,Joint . 1 Srr No. 07 P--FRAME Input Om" Og See 89 09 :45 AM J .NICOLI Wif Snftek Services Ltd R. A .GRAY-MEDICAL CLINIC 84 LOAD COMBINATION DATA **� Lond Load Comb Load Comb Load Comb Load Comb Load COmh Load Comb Corcib Case Fact Case Fact Case Fact Case Fact Case Fact Case Fact r- FRAME I110ut Data J .NICnLI Str No. 07 09 Sep 89 09:45 am Sof tel, Services Ltd R. A. GRAY--MEDICAL. CLINIC B4 *** ANALYSIS h1STORY *** _............................................................................................ Structore DegreFs of Freedom . . . . . . . . . . . . . . . . . . 66 } Structure Half--Ftntidwidth . . . . . . . . . . . . . . . . . . . . . 6 Structure Stiffnpss Elements . . . . . . . . . . . . . . . . . 396 Member with maximum half--hrrndwidth . . . . . . . . . . . . . 2 13 Number of Support Joints and Springe . . . . . . . . . . *** SUPP ........... .................. Load Case Results Joint Load X-Reaction Y-Reaction Z-Reaction Number Case (kips) ( kips ) (K-ft) 1 I 0 . 000 1 . 998 0 . 000 0 . 000 5 . 165 0 . 000 23 1 0 . 000 3 . 030 0 . 000 2 0 . 000 7 . 836 0 . 000 Load Combination Results Joint Load X-Reaction Y-Reaction Z-Reaction Number Combination (kips ) (kips ) (K-ft) I 1 0 . 000 7 . 163 0 . 000 23 1 0 . 000 10 . 966 0 . 000 Notes : 1 . Positive X--rngctions act in the pas itivas global X dirertion . 2 . Positive Y-reactions act in the positive global Y direction . 1 . Positive Z-rear,tionG act c0unte1•-cl0Ckwise . *** JOINT DISPLACEMENTS *** Load Case Results Joint Lc1+9ri X-Dicnl . Y-Displ . Rota,tion Number se ( in) ( in ) ( rad ) 1 1 0 . 00000 0 . 00000 - . 00315 2 0 . 00000 0 . 00000 - . 00916 2 1 0 . 00000 - . 03764 - . 00? 11 2 0 . 00000 - . 09759 00907 1 3 1 0 . 00000 - . 07442 -- . 00301 2 0 . 00000 - . 19293 -- . 00779 P--FRAM Livear• Elastic analysis results Str No. 07 J . NtCOLI 08 Sep 89 09 :45 am . ::.....x:...a�.MY.Dw'p.4W�ib..�+tiaTekvWMllAiAi'�f1�KY t.. ., '.• •::w .. ...... Softek Services (-td R. A.GRAY-MEDICAL CLINIC, 64 i Lwad Case Results, ................-i....._..................... . . Joins- Load '(--Displ . Y-01spl . Rotat 'on Number Case ( in) ( in) ( rad) 4 1 0 . 00000 - . 10953 -- . 00284 2 0 . 00000 . 28397 - . 00735 5 1 0 . 00000 - . 14226 - . 00261 2 0 . 00000 - . 36886 - . 00677 6 1 0 . 00000 . 17198 -. 00234 2 0 . 00000 - . 44596 -- . 00606 7 1 0 . 00000 1 9f? 14 - . 00202 2 0 . 00000 - . 51383 -- . 00524 R 1 0 . 00000 - . 22026 - . 00166 2 0 . 00000 - . 57126 -- . 00432 9 1 0 . 00000 - . 23755 •- . 00128 2 0 . 00000 - . 61722 -- . 00333 10 1 0 . 00000 - . 25090 - . 00089 2 O . f100n0 -- . 65090 . 00228 11 1 0 . 00000 - . 25889 -- . 00045 2 0 . 00000 - . 67171 - . 00118 12 1 0 . 00000 - ?6176 - . 00002 2 0 . 00000 - . 67924 -- . 00007 13 1 0 . 00000 - . 25944 . 00041 2 0 . 00000 - . 67331 . 00106 14 1 0 . 00000 - . 25195 OOOR4 2 0 . 00000 - . 65394 . 00217 15 1 0 . 00000 - . 23937 . 00126 2 0 . 00000 -- . 62136 . 00326 IF 1 0 . 00000 - . 22190 . 00165 2 0 . 00000 67606 . 00428 17 1 0 . 00000 - . 19991 . 00201 2 0 . 00000 - . 51898 . 00522. 18 1 0 . 00000 - . 17383 . 00233 2. 0 . 00000 - . 451 ?7 . 00605 19 1 0 . 00000 - . 14413 . 00261 C 2 0 . 00000 - . 37416 . 00678 20 1 0 . 00000 - . 11132 . 00285 2 0 . 00000 -- . ?Rf_19R . 00740 P-FRAME Linear Elastic, analysis results Str No . 07 J .NICOLI 08 Sep R9 09 : 45 MITI Softek Services Ltd R , t- GRAY-MEDICAL. CLINIC 84 L,,ad Cases Results Joint Load X-Displ . Y-Displ . Rotation Number Case ( in) (in) (rad) 21 1 0 . 00000 - . r7595 . 00304 2 0 . 00300 - . 19715 . 007A9 22 1 0 . 00000 - . 03860 . 00318 0 . 00000 10019 . 00825 23 i 0 . 00000 0 . 00000 . 00324 2 0 . 00000 0 . 00000 . 10840 Load Combination Results ............................................._..........._.. . . . .. . Joint Load X-Displ . Y-Displ . Rotation Number Combination (in) ( in) (rad) 1 1 0 . 00000 0 . 00000 - . 01131 1 0 . 00000 - . 13523 - . 01118 3 1 0 . 90000 - . 26735 -- . 01080 4 1 0 . 00000 - . 39350 -- . 01019 5 1 0 . 00000 - . 51112 -- . 00938 6 1 0 . 00010 - . 61794 - . 00839 7 1 n . nnn00 - . 71197 - . 00725 A 1 0 . 0000") -- . 79152 - . 00598 9 1 0 . 00000 -- . 85517 -. 00461 10 1 0 . 00000 - . 90181 -. 00315 11 1 0 . 00000 - . 93060 - . 00164 12 1 0 . 00000 - . 94100 -. 00009 1 :1 1 0 . 00000 - . 93275 . 00147 14 1 0 . 00000 - . 90589 . 00301 15 1 0 . 00000 - . 86073 . 00451 16 1 0 . 00000 -- . 79796 . 00593 17 1 0 . 00000 -- . 718149 . 00723 1P 1 0 . 00000 - . 62509 . 00838 19 1 0 . 00000 -- . 51828 . 00939 P-FRAME Linear Elastic analvsic results Str No. 07 1 .NICOLi 09 Sep 99 09 :45 am ,of tek Services Ltd R. A.GRAY-MEDICAL CLINIC 84 ,.aad Combination Res,ulis ..................._... ........ ..... Joint Load X-Displ Y-Displ . Rotation Number Combination ( in) ( in) (rad) 20 1 0 . 00007 -- . 40030 . 01024 21 1 0 . 00000 - . 27311 . 01093 22. 1 0 . 00000 .- . 13879 . 01143 23 1 0 . 00000 0 . 00000 . 01163 Notes : 1 . Positive X-dI!:,pIacernents are- in the positive global X directio�i . 2 . PositivA Y--displacements are in thre positive global Y direction . 3 . Positive Z--displar.ements are counter--clockwise. *** MEMBER FORCES *** ........ Load Case Results .........-........ ..... _..................�..........._ Shear La GJ SM @ GJ Mem Load Axial @ LJ Shear @ I_J BM @ LJ Axial @ GJ No. Case (kips) (kips) (K-ft ) (kips ) (kips) (K-ft ) i 1 1 0 . 000 1 . 998 0 . 000 0 . 000 - 1 . 1322 1 . 910 2 0 . 000 5 . 165 0 . 000 0 . 10O1 -4 . 712 4 . 938 2 1 0 . 000 1 . 922 - 1 . 910 0 . 000 - 1 . 646 3 644 2 0 . 000 4 . 712 -4 . 938 0 . 000 -4 . 2.59 9 . 42.1 3 1 0 . 000 1 . 646 -3 . 644 0 . 000 - 1 . 470 5 . 202 2 0 . 000 4 . 259 -9 . 423 0 . 000 -3 . 806 13 . 456 4 1 0 . 000 1 . 470 -5 . 202 0 . 000 - 1 . 294 6 . 584 2 0 . 000 3 . 806 - 13 . 456 0 . 000 -3 . 353 17 . 035 5 1 0 . 000 1 . 294 -6 . 584 0 . 000 - 1 . 11P 7 . 790 2 0 . 000 3 . 153 -17 . 035 0 . 000 -2 . 900 20 . 161 6 1 0 . 000 1 . 11R -7 . 790 0 . 000 - . 942 8 . 821 2 0 . 000 2 . 900 -20 . 161 0 . 000 -2 . 447 22 . 834 7 1 0 . 000 . 942 -8 . 821 0 . 000 - . 766 9 . 675 2 0 . 000 2 . 447 -22 . 834 0 . 000 - 1 . 994 25 . 054 8 1 0 . 000 . 766 -9 . 675 0 . 000 - . 590 10 . 353 0 . 000 1 . 944 -25 . 054 0 . 000 - 1 . 541 26 . 822 9 1 ) . 000 . 590 - 10 . 15:3 0 000 -_. . 4 1 4 10 . 855 2 0 . 000 1 . 541 -26 . 822. 0 . 000 - 1 . 088 20 . 136 In 1 0 . 000 . 414 - 10 . 855 0 . 000 - . 2'38 11 . 181 2 0 . 000 1 . 08P -28 . 136 0 . 000 -- . 635 28 . 997 P-FRAME 1., 11)ear• Flagtic mnalysia results qtr No . 07 J . N I C OL 1 08 Ser. 89 09 ! 45 am Softel, Services Ltd R.A.GR.AY-MEDICAL_ CLINIC 84 load Case Results Mem Load Axial m LJ Shear @ LJ 8M @ LJ Axial @ GJ Shear m GJ 8M @ GJ No. Case (kips) (kips) (K-ft) (kips ) (kips) ( K-ft ) ti 1 0 . 000 . 238 _11 . 181 0 . 000 . 062 11 . 331 0 . 000 . 635 --28 . 997 0 . 000 . 182 29 . 405 12 I 0 . 000 . 062 --11 . 331 0 . 000 . 114 11 . 305 2 0 . 000 . 182 -29 . 405 0 . 000 . 271 29 . 360 1 '3 1 0 . 000 - . 114 - 11 . 305 0 . 000 . 290 11 . 103 2 0 . 000 -• . 271 --29 . 360 0 . 000 . 724 28 . 863 14 1 0 . 000 - . 290 - 11 . 103 0 . 000 . 466 10 . 725 2 0 . 000 - . 724 -28 . 863 0 . 000 1 , 177 27 . 912 15 1 0 . 000 - . 746 -10 . 725 0 . 000 . 922 9 . 891 2 0 . 000 -1 . 957 -27 . 912 0 . 000 2 . 410 25 . 728 Ib 1 0 . 000 - . 922 -9 . 891 0 . 000 . 998 8 . 931 2 0 . 000 -2 . 410 -25 . 728 0 . 000 2. . 606 23 . 220 17 1 0 . 000 - . 998 -8 . 931 0 . 000 1 . 074 7 . 896 2 0 . 000 -2 . 606 -23 . 220 0 . 000 2 . 802 20 . 515 C 1 0 . 000 - 1 . 074 -7 . 896 0 . 000 1 . 15n 6 . 794 2 0 . 000 -2 . 802 -20 . 515 0 . 000 2 . 999 17 . 615 19 1 0 . 000 -1 . 150 -6 . 784 0 . 000 1 . 226 5 . 596 2 0 . 000 -2 . 998 -17 . 615 0 . 000 3 . 194 14 . 519 20 1 0 . 000 - 1 . 226 -5 . 596 0 . 000 1 . 302 4 . 332 2 0 . 000 -3 . 194 - 14 . 519 0 . 000 3 . 390 11 . 227 21 1 0 . 000 - 1 . 302 -4 . 332 0 . 000 1 . 178 2 . 992 ? 0 . 000 --3 . 390 - 11 . 227 0 . 000 3 . 586 7 . 738 22 1 0 . 000 -2 . 954 -2 . 992 0 . 000 3 . 030 0 . 000 0 . 000 --7 . 640 -7 . 738 0 . 000 7 . 836 0 . 000 Load Combination Results Mem Load Axial @ LJ Shear @ LJ SM @ LJ Axial M r.) Shear @ rJ BM @ GJ No. Comb (kips ) ( kips ) (,t-ft ) ( kips ) ( kips ) (K-ft ) 1 1 0 . 000 7 . 16-3 0 . 000 0 . 000 •-6 . 534 g R4R 2 1 0 . 000 6 . 534 -6 . 848 0 . 000 -5 . 905 13 . 068 3 1 0 . 000 5 . 905 -13 . 068 0 . 000 -5 . 276 18 . 658 ( I 1 0 . 000 5 . 276 -18 . 658 0 . 000 -4 . 647 23 . 619 1 0 . 000 A . 34, 7 -23 . 619 0 . 000 -4 . 018 27 . 951 1 0 . 000 4 . 01A -27 . 951 0 . 000 -3 . 389 31 . 655 p- FR.RMF linear Flastic analysis results Str No . 07 J .NICOL 1 08 Sen 89 09 : 45 am "WA qwA WM F Fro("I-/,A+ r U� 7 T-'r\C -r U2E 17 Izoo V P- / h _ /U V 7 r /e lee X5-7 7-4 - 07 tor, e -TorAL - j'= I� 'L 04 �IC7 J= /4 �4', l=ea; r�,� �C,,, rr�)C /72-• a -72v ns/r q //00 r I I rr-/ t--:s l Lc / — / (L 29709' _ 297,,9 r �) Z.U�n( � •�2) r {1N- �Ro�Er,T - - PREPARED F!Y-- - - I D'� I FAGE NO OF ....,.n.K:...,.,4,wrawr.vrnssvrimch��rebppA�td - K: �MInMok�wa�° .oie'+�ur+'ib"wa"w"ws. I/ Zv,/ — 3// V,f (3 ,,-2--7) t3 t�p Z 1010 4 k e$� ,V _ 10104 5 q F,_ , < 27vr�v //0 p' I. lv � lq� � R /� Z.lr3 z5 � a 7--7 r r - k 0 9 Q,5 i - v PROJECT PREPARED BY -' DATE --�- PAGE NO OF f Fo(::jrI L�<a Lo N2,15, r- L `��v I2K r 1" 4 _ ¢ K +(� / k F='o 07 1il1G7 12, l f3 X 1,4 - l 70 o& Ia.L - c� 7,02, /50.2 F_A. e 1 /q3 v i 2.2/ ns ps V/^ = 213; ')M �2 , 34J) = Q• 33 '< 0. 33 V 55 PROJECT - _ - OAt E PREPAREn- ---_-PV PAGE NO OF I Softek Services L.td R .A .GRAY-MEDICAL CLINIC 84 Load CombinationResults Mem Load Axial @ LJ Shear @ LJ BM @ LJ Axial Q GJ Shear- M GJ BM @ GJ No. Comb (kips) (kips) (K-ft) (kips ) (kips) ( K-ft ) 7 1 0 . 000 3 . 389 -31 . 655 0 . 000 -2 . 760 34 . 721 9 1 0 . 000 2 . 760 -34 . 729 0 . 000 -2 . 131 37 . 174 9 1 0 . 000 2 . 131 --37 . 174 0 . 000 - 1 . 502 38 . 991 10 1 0 . 000 1 . 502 -38 . 51 0 . 000 - . 873 40 . 17A 11 1 0 . 000 . 873 -40 . 178 0 . 000 -- . 244 40 . 736 12 1 0 . 000 . 7.44 -40 . 736 0 . 000 . 385 40 . 666 r I ? 1 0 . 000 - _ 385 -40 . 666 0 . 000 1 . 014 39 . 966 r 14 1 0 . 000 - 1 . 014 -39 . 966 0 . 000 1 . 643 38 . 637 15 1 0 . 000 -2 . 703 -38 . 637 0 . 000 3 . 332 35 . 619 16 1 0 . 000 -3 . 332 --35 619 0 . 000 3 . 604 32 . 151 17 1 0 . 000 -3 . 60/ -32 . 151 0 . 000 3 . 876 28 . 411 is 1 0 . 000 --3 876 .-2R . 4 1 1 0 . 000 4 . 1 4 9 24 . 399 19 1 0 . 000 - 4 . 148 -24 . 399 0 . 000 4 .420 20 . 115 20 1 0 . 000 -4 . 42.0 -20 . 115 0 . 000 4 . 692. 15 . 558 ^ 1 1 0 . 000 -4 . 6Q^ - 15 . 558 0 . 000 4 . 464 10 . 730 22 1 0 . 000 10 . 504 - 10 . 730 0 . 000 10 . k6F 0 . 000 Notes : 1 . Pos ;tivP axial forces Act in thA positive local (member ) x direction . 2 . po5iti �� shemr forces act in tI1A positive laral (mQmbPr ) y direction . 3 . ro^ itivp bending moments act rounter--clockwise . ** MEMBER .STRESSES ,*** Load .,Ca.s.e.....Reau 1 is Me+m Load Joint Axial Shear Bending top Normal Bot Nor-31 No. Case No. (psi ) (psi ) (psi ) (psi ) (psi ) 1 1 1 0 . 0 0 . 0 0 . 0 0 . 0 2 0 . 0 - 1 , 076 . 1 - 1 , 076 . 1 1 . 076 . 1 ? 1 0 . 0 0 . 0 0 . 0 0 . 0 2 0 . 0 -2 , 782 . 1 -2 . 782 . 1 2 , 782 . 1 P--FRAME 1- inesar Elastic analysis results Srr No . 07 J .NICdLI 08 Ser A9 09 : 45 am Sof tek Ser,v i ces Ltd R.A .GRAY -MFnICAL CLINIC Rn Banding Ca$e_,R®sults Top Normal Bot Normal Mem Load Joint Axial Shear (psi ) (Psi ) Nu . Case No . (psi ) (Psi ) (psi ) � i 0 . 0 - 1 , 076 . 1 -.. 1 . 076 . 1 1 , 076 . 1 0 -2 , 053 . 1 -2 , 053 . 1 2 , 053 . 1 2 n .. 0 . 0 -2 , 78 . 1 -? , 752 . 1 2 2 -5 , 309 . 0 -.5 , 309 . 0 5 , 309 . 0 3 0 . 0 1 3 q . 0 -2 , 053 . 1 -2 , 053 . 1 2 , 053 . 1 2 , 930 . 9 4 0 . 0 -2 , 930 . 9 -2 , 930 . 9 --5 , 309 . 0 -5 , 309 . 0 5 , 309 . 0 2 3 0 . 0 -7 , 580 . 6 -7 , 580 . 6 7 , 590 . 6 q 0 . 0 4 -2 , 930 . 9 -2 , 930 . 9 .'. , 930 . 9 1 4 0 . 0 5 0 . 0 -3 , 709 . 5 -3 , 709 . 5 3 , 709 . 5 -7 . 580 . 6 --7 , 580 . 6 2 4 q . 0 7 , 580 . 6 5 0 . 0 -9 , 507 . 1 -9 . 597 . 1 9 , 59'7 . 1 5 1 5 0 . 0 -3 , 709 . 5 -3 , 709 . 5 3 , '709 . 5 6 0 . Q --4 , 3f,9 . 0 -4 , 389 . 0 4 , 389 . 0 ' 6 -9 , 547 . 1 -9 , 597 . 1 9 , 597 .1 0 . 0 6 0 . 0 - 11 , 358 . 3 - 11 , 355 . ? 11 . 358 . 3 13 1 7 0 . 0 4 . 389 . 0 -4 , 399 . 0 4 , 399 . 0 7 0 , 0 -4 . Q69 . 3 -4 , 96 . 3 4 , 969 . 3 g 0 . 0 - 11 , 358 . 3 - 11 , 358 . 3 11 , 359 . 3 7 0 12 , 864 . 4 -- 1 ? , 864 . 4 12 , 864 . 4 7 1 7 0 . 0 -4 , 969 . 3 -4 , 969 . 3 4 , 969 . 3 R 0 -,5 , 450 . 5 -5 , 450 . 5 5 ,450 . 5 9134 . 4 -12 , 064 . 4 12 , 9134 . 4 7 0 . 0 8 0 . 0 - 14 , 115 . 2 - 14 , 11K . 2 14 , 115 . ? I 8 0 . 0 --5 , 450 . 5 --5 , 450 . 5 5 . 450 . 5 0 q 0 -5 . 832 . 5 -5 , 932 . 5 5 , 832 . 5 9 0 0 --14 , 115 . 2 - 14 , 115 . 2 14 , 115 . 2 9 0 . 0 - 15 , 110 . 8 -15 , 110 . 8 15 , 110 . 8 9 1 9 0 . 0 - 5 , 832 . 5 -5 , 832 . 5 5 , 832 . 5 0 0 . 0 -6 , 115 . 4 -6 , 115 . 4 6 , 115 . 4 1 - 15 , 110 . 9 - 15 , 110 . 8 15 , 110 . 9 2 0 0 . 0 10 0 . Q 85 15 , 851 . 2 1Q 1 10 Q . 0 -6 . 115 . 4 -6 , 115 . 4 6 , 115 . 4 11 0 . 0 -6 , 299 . 1 -5 , 299 . 1 6 , 299 . 1 2 10 0 . 0 - 15 , 851 . 2 -15 , 851 . 2 15 . 851 . 2 11 0 . 0 -16 , 336 . 4 -16 , 336 . 4 16 , 336 . 4 11 1 I1 0 . 0 --6 , 2.99 . 1 -6 , 2q� . 1 6 , 299 . 1 12 0 . 0 -6 , 383 . 7 -6 , 383 . 7 6 , 383 . 7 2 11 U . 0 - 16 , 336 . 4 --16 , 336 .4 16 , 336 .4 12 0 0 - 16 , 566 . 3 -16 , 566 . 3 15 , 566 . 3 12 1 12 n . 0 -6 , 383 . 7 -6 , 983 . 7 6 , 383 . 7 Str• No. 07 P--FRAME linear Elastic annlyGis results OR Spp 89 09145 am J .NIr.nLI rw 80f tell Ser,vices Ltd R.A.GRAY-MEDICAL CLINIC 84 L- .ad Case Results ................_............................... ....... Mem Load Joint Axial Shear Bending Ton Normal Bot Normal No. Case No . (Psi ) (psi ) (psi) (psi ) (Psi ) 13 0 . 0 6 , 369 . 1 -61369 . 1 6 , 369 . 1 12 0 . 0 - 16 , 5P6 . 3 .- 16 , 566 . 3 16 , 566 . 3 13 0 . 0 - 16 , 541 . 1 - 15 , 541 . 1 16 , 541 . 1 13 1 13 0 . 0 --6 , 369 . 1 -6 , 369 . 1 6 , 369 . 1 14 0 . 0 -6 , 255 . 3 -6 , 255 . 3 6 , 255 . 3 2 13 0 . 0 - 16 , 541 . 1 - 16 , 541 . 1 16 , 541 . 1 14 0 . 0 - 16 , 260 . 7 - 16 , 260 . 7 14 1 14 0 . 0 - 6 , 255 . 3 6, 255 . 3 6 , 25F . 3 15 0 . 0 -6 , 042 . 4 --6 , 042 . 4 6 , 042 . 4 14 0 . 0 - 16 , 260 . 7 - 16 , 260 . 7 16 , 260 . 7 15 0 . 0 - 15 , 725 . 0 - 15 , 725 . 0 15 , 725 . 0 15 1 15 0 . 0 -6 , 042 . 4 -6 , 042 . 4 6 , 042 . 4 16 0 c 5 , 572 . 6 -5 , 572 . 6 5 , 57 . 6 15 0 . 0 - 15 , 725 . 0 - 15 , 725 . 0 15 , 72. 5 . 0 16 0 . 0 - 14 , 494 . 7 .- 14 , 494 . 7 14 , 494 . 7 16 1 16 0 . 0 -5 , 572. . 6 - 5 , 572 . E 5 , 572 . E 17 0 . 0 -5 , 0:31 . 8 -5 , 031 . 8 5 , 031 . 8 2 16 0 . 0 -14 , 494 . 7 - 14 , 494 . 7 14 ,494 . 7 17 0 . 0 -13, OA1 . 6 -1 .9 , 081 . 6 13 , OA1 . 6 17 1 17 0 . 0 --5 , 031 . 8 - 5 , 031 . 8 5 , 031 . '► 18 0 . 0 -4 , 449 . 2 --4 , 448 . 2 4 . 449 . 2 17 0 . 0 13 , 081 . 6 - 1 .3 , 081 . 6 13 , 091 . 6 18 0 . 0 - 11 558 . n - 11 , 558 . 0 11 , 558 . 0 18 1 18 0 . 0 -.4 . 44'3 . 2 -4 , 449 . 2 4 , 449 . 2 j9 0 . 0 ._3 , 821 . 8 - '3 , 821 . 8 3, 821 . 8 2 ; ,' 0 ' 0c, - 11 , 558 - 0 11 , 558 . 0 19 0 . 0 � , a; 0 -9 , 924 . 0 9 , 9?4 . 0 19 1 19 0. 0 -3 , 921 . 8 - 3 , 821 . A 20 3 . 81 . 9 19 0 . 0 --3 , 152 . 5 - 3 , 152 . 5 3 . 152 . 5 0 . 0 -9 , 924 . 0 -9 , 924 . 0 9 , 924 . 0 20 0 . 0 -8 , 174 . 7 -8 . 179 . 7 8 , 179 . 7 20 1 20 0 . 0 3 , 152 . 5 -3 , 152 . 5 � , IK? . 5 21 0 . 0 -2 , 440 . 5 --2 , 440 . 5 2 , 440 . 5 2 20 0 . 0 -•8, 179 . 7 -8 , 179 . 7 9 . 179 . 7 21 0 . 0 -6 , 324 . 8 -6 , 324 . 9 5 . 324 . 9 21 1 21 0 . 0 -2 ,440 . 5 -2 , 440 . 5 2 , 440 . 5 22 0 . 0 - 11685 . 6 -1 , 685 . 6 1 , 685 . 6 r 2 21 0 . 0 -6 , 324 . 9 -6, 324 . 9 6 , 324 . 8 l 22 n . 0 -4 , 359 . 6 4 , 359 . 6 4 , 359 . 5 27 1 72 0 . 0 - 1 , 6A5 . 6 - 1 , 6f?5 . 6 1 , 695 . 6 ,3 n . n 0 . 0 0 . 0 0 . 0 P-FRAME Linear Elastic .analysis results 1 . NICOLI S t r No . n7 08 SPO 89 09 : 45 am Softek Services Ltd R. A . SRAY--MEDICAL CLINIC 84 ►.mad Case Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi ) ,psi ) (psi ) ( psi ) (psi ) ? ?? 0 . 0 - 4 , 359 . 6 4 , 75Q 6 4 , ?99 . 6 23 0 . 0 0 . 0 0 . 0 n . 0 Load Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi ) (psi ) (psi ) ( psi ) 1 1 1 0 . 0 0 . 0 0 . 0 0 . 0 2 0 . 0 -3 , 958 . 2 3 . 858 . 2 3 , QrR . ? I 2 0 . 0 -3 , 858 . 2 -3 , 1358 . 2 3 , 858 . 2 3 0 . 0 -7 , 362 . 0 --7 , 362 . 0 7 , 362 . 0 3 1 3 0 . 0 --7 , 362 . 0 -7 , 362 . 0 7 , 362 . 0 4 0 . 0 - 10 , 511 . 5 - 10 , 511 . 5 10 , 511 . 5 4 1 4 0 . 0 - 10 , 511 . :1 - 10 , 511 . 5 10 , 511 . 5 r 0 . 0 - 13 , 306 . 6 -13 , 306 . 6 3 , 306 . 6 5 1 5 0 . n -13 , 306 . 6 - 13 , 306 . 6 11 , 306 6 6 0 . 0 - 15 , 747 . 3 -15 , 747 . ? 15 , 747 . 3 6 1 6 0 . 0 - 15 , 747 . 1 - 15 . 747 . 3 15 , 747 . 3 7 0 . 0 - 17 . 833 . 7 - 17 , 933 . 7 17 , 833 . 7 7 1 7 0 . 0 - 17 , 833 .1 - 17 , 833 . 7 17 . 833 . 7 R 0 . 0 - 19 , 555 . 7 - 19 , 565 . 7 19 , 565 . 7 8 1 2 0 . 0 -- 19 , 565 . 7 - 19 , 565 . 7 19 , 565 7 9 0 . 0 -2.0 , 943 . 3 -20 , 943 . 3 20 , 94:' . 1 0 1 9 0 . 0 -20 , 943 . 3 --20 , 943 . 3 20 , 943 . 3 10 0 . 0 --2. 1 , 966 . 6 -21 , 966 . 6 21 , 966 . 6 10 1 10 0 . 0 --21 , 966 . 6 --21 , 966 . 6 21 . 966 . 6 11 0 . 0 --22 , 635 . 5 -22 , 635 . 5 22 . 635 . 5 11 1 11 0 . 0 -22, 635 . 5 -22 , 635 . 5 22 , 635 . 5 12 0 . 0 22 , 950 . 0 -22 , 950 . 0 22 , 950 . 0 12 1 12 0 . 0 --?2. , 950 . 0 -22 , 950 . 0 22 , 960 . 0 13 0 . 0 --22 , 910 . 2 - 22 , 910 . 2 22 , 91 . 2 13 1 13 0 . 0 -22 , 910 . 2 •-22 , 910 . 2 22 , 910 . 2 14 0 . 0 -22 , 516 . 0 -22 , 516 . 0 22. , 516 . 0 14 1 14 0 . 0 -22 , 516 . 0 -22 , 516 . 0 22 , 516 . 0 15 0 . 0 -21 , 767 . 4 -21 , 767 . 4 21 , 767 . 4 15 1 15 0 . 0 --21 , 767 . 4 -21 , 767 . 4 21 , 767 . 4 16 0 . 0 •• 20 , 067 . 3 --2.0 , 067 . 3 20 , 067 . 3 P-FRAME Lfrlear Flastic analy^is results Str No. 07 .J .N I Col_ I 08 Srp 89 09 :45 am - .. •7.Nh,k.kia.'v.i:/ilHf[rY�Y�/�' t�n6��r�1�+' !7F'ki.YiIPIIK.• w:.r , ryoftek Services Ltd R . A . rRA`t - MFn1rA.L CLINIC R4 L-jad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Norma. No. Coma No. (psi ) (psi ) (PSI ) ( psi ) ( ntii ) 16 I 16 0 . 0 -20 , 057 . 3 -20 , 067 . 3 20 , 067 . 3 17 0 . 0 -18 , 113 . 4 -- 18 , 113 . 4 19 , 113 . 4 17 I 17 0 . 0 -- 18 , 113 . 4 --18, 113 .4 19 , 113 . 4 18 0 . 0 -- 16 , 00° . 2 -•16 , 006 . 2 16 , 006 . 2 1 � I 19 0 . 0 -16 , 006 . 2 - 15 , 006 . 2 16 , 006 . 2 iQ 0 . 0 -13 , 745 . 8 - 13 , 745 . A 1 " , 745 . 8 19 1 19 0 . 0 --13 , 745 . 8 - 13 , 745 . 9 1s , 747, . R 20 0 , 0 - 11 , 332 . 2 - 11 , 332 . 2 11 , 332 . 2 20 1 20 0 . 0 - 11 , 332 . 2 -11 , 332 . 2 11 , :3:32. . 2 21 0 . 0 -8 , 765 . 3 -8 , 765 . 3 8 , 765 . 3 21 1 21 r, 0 -9 , 765 . 3 -8 , 765 . 3 9 , 765 . 3 22. 0 . 0 --6 , 045 . 2 -6 , 045 . 2 6 , 045 . 2 22 1 22 0 . 0 -6 , 045 . 2 - 6 , 045 . 2 6 , 045 . ? rr 23 0 . 0 0 . 0 0 . 0 0 . 0 1 t�btes 1 . Axial stress Is positive for tetl5iat) 2 . Shear stress is positive for, positive shear . 3 . Betiding stress is for, top of member . Banding 57tress is positive for tPnslan . 4 . lop Normal stress - Axial 4- Bending . Bottom Normal stress - Axial - Bending . r--FRA,MF Linear Elastic analysis results Sr r No. 07 J . N ICOL I 08 S?p 89 09 :45 am MA _. .,..-.:.rraeiatwn` - ,6GY'UH�IIGAtKIIPWii6MWlMQfWk'WYe4YgMrn,�..:... :.... ..,.. - 57-ArL_L A-9 k �uPn01? T1�c.iGj r 13,E AM�� , 9Z, 27k -Yl . "1�, k /r 9 3 K �k CUC VA(2 t: Aluml !;Z50 r-12ul-4 Fo(Z e TVl3o—z DATE -~-- - ----- - PAGE NO OF row ��) ( .r��3 �(7,.2, a i<<;, , 1e79 = lJ 9� P� �r= ic F7-- k ,8 7-- k '18 72- 3 . 2 PnEPARFD RY DATE-- PAGE NO or _O A,0 Ar �LUUrZ la Le llv �a8 /e I 27. �3 L.2, lA � 21V e� 70 oto /e 1- 2. ��ciU�)� /�i2fV IrAiC'1 �coU le � FGO%/DICT LtiT 70 3-� 1, 4 /r7„ n Ma 1. 4 ,A/ 2v e f3 5 -a(223T) 3o�7 PROJECT - --- PREPARED BY DATE PAGE NO OF �w .. ...._......�.w...-.,�.✓w.u...n✓u.r.w.�..,Wil.a.::YUYn..:.�.✓r.dXlWYkrnk'N'Yi'YYY Ikf�vKi45!ti1'y'�MW1 �:IWrR1l��1 YWY91�liW16lldiilYN/d�1P1iN�.✓rt�.biaWt.�iM11w i x.. x.. . / 9 J el00 !)��C-'0� (80�77� - .loU f � - `�'��'. p F"i'- L R'-• PROJECT PREPARED PAGF NO �� F `3_ i p. � . - r, F'c� ,t 1, •� .- l., l 7-07AL — `yVo � K 72o j K Cp V, (2021) L `7o-7SL /e B�iL� - 6 3e 4 �c 7. 76 sZ?- / S, l 7 42. A-' -k k PROJECT PREPARED 9Y bAl _ PAGE NO U� jW 1W OF w ULCRAFT SLAB INFORMATION Total _ineo con-ene vurume neconnmended Slab Yds/ Cu FI/ Welded Wire Depth 100 Sq FI Sy FI Fabric -.yr '�1'�,. 3+, Ik✓ 0 0.210 6x6:W1.4xW1.4 !fir v, Q_2� 6x6•W1-4xWiA 4 1.09 0294 6xtrW14xW1.4 it , 1 16 0314 6xti.W14xW1.4 5 1 24 0335 6x6_ Y112 ixW2 1 1; 1.40 6.J77 Eix6:V112.1xW2 1 51, t-47 039_8 §xQ•W21xW2-1 6 1 55 0 416 6x6- W2 1 xW2 1 (N- 14) LIGFIIWEIGHT CONCRETE 11 10 PCF► SDI Max. superimposed Live Load PSFY Total Unshored Slab a a Clear SI)an Clear Span(11.In.) Depth _ - Span Span Span _5.0 56 60 6.6 1.0 1.6 8.0 8 8 9 0 9 8 10 0 10 8� 11-0 11 812.0 22 64 7 8 7-7 276 247 222 185 187 152 3'h" 21 7'4 0-4 1_5 293 260 234 211 193 181 147 1) 20 7 6 6 10 8-11 305 271 243 220 201 184 154 135 r f (1=2") 19 85 9 11 10 t 329 292 262 237 216 198 173 145 122 104 b�B � 18 _9 108 11-0 350 311 279 252 230 211 184 153 129 110 $ 81 26 PST 17 10.4 113 118 352 312 280 263 231 212 198 183 137 i16 99 B8 75 Gt 16 10.8 1 1.10 12.3 352 312 280 253 231 212 195 171 144 123 105 91 79 69 iM,1 --- 22 6 1 7.2 1.3 324 288 258 215 194 .141: 4 21 &9 711 8-0 341 303 272 246 205 187 qT1 r �j I 283 256 253 195 178 20 7 2 8 5 6 8 365 315 1 „ 8 II-2"",) 19 8-0 9 5 9 6 382 339 304 275 251 230 212 178 164 jiR 1 f ; d 18 Q_-1_0 10-2 10-5 0 360 323 292 266 244 225 209 115 82 139 '. i a i' 1c F'SF 17 9.8 10-9 11 1 361 324 293 267 245 226 210 195 172 147 127 16 10.2 11.4 1 1 8 9- 361 324 2_93_ 267 245 226 210 195 I of 155 134 116 t 0 - - t ( 22 5.10 6.10 8.11 372 330 275 247 }.- 4'h" 21 _§-k i-1 7.8 391 347 312 260 35 214 20 6.10 8-0 8 2 0 361 324 293 245 224 214 §1 It=3") +9 7 8 9 0 9 1 • 388 348 315 287 264 221 203 198 + ]Q Q•5 >19 10Q • • 389 334 305 279 258 217 200 t88 !1Z$ 35 PSF 17 9 3 10 4 10 8 370 335 305 280 266 239 22.', 186 173 n 61 ? 1 18 9.8 10.10 11.2 0 0 370 335 305 280 258 239 _2238 208 173 5 22 5-9 6.9 6-i0 396 352 293 263 RM 21 6-4_ . 7.5 7-6 0 370 332 277 251 n 4,�., 20 6 9 1•i 1 0 Q • 384 345 312 282 238 II-3.Y') 19 7 6 a 10 &i l • • 371 336 306 281 236 217 ; . 16 1!3 9.13 e s 393 358 324 He 275 231 21� 196 ; 17 F'SF 17 9 0 10 _ 1 105 0 0 394 358 1325 298 1 275 255 237 198 t B4 16 96 10.1 11-0 0 0 394 356 325 298 275 255 237 221 184 172 160 22 5 7 8 7 6.8 • 374 311 279 r.;1 5" 21 62 1.9 1.4 • 393 353 295 266 Y��I 1 '1 t t 20 8. 7 9 7.10 j • 367 332 276 253 00 230 19 7.5 88 89 • • 394 356 325 273 25 16 @� 9 4 9 7 • 0 378 344 316 291 245 225 1Q 0 nn PFJ 17 8.10 9.11 10-3 0 0 0 378 345 316 292 271 227 210 196 I69.4 10.5 101 0 0 0 378 345 316 292 27 1 251 210 195 162 4 d 22 5.4 8 3 6-4 i • 367 >t � ' Oil 1 _ 5 }; 5W' 21 5.11 6.11 7-0 : 387 :347 20 162 328 f F 3 7.4 7 5 7 (1=41/4") 19 7 0 8 2 8 3 • • • • 383 322 295 � ti 18 7 0 8.10 90 • • • • • 372 314 289 7_ j 77 46 PSF 17 8 4 9.4 9 8 i • i i 372 343 3!7 267 247 230 8b1 171 8 10 9.10 10.21_ • •. 0-1-6-J-0 372_L_--343 _313 _287 247_ •230 ( •Indicates live loads in excess of 4(x)I'S F t inshored spans romputed with Fy 40 ksi. Light red shading indicates no shoring required for 2 or more deck spans,simple spans iegcire shoring Dark red shading indicates no shoring required for 3 or more deck spans•simple and 2 span conditions recµrire shoring Gray shading indicates sharing required for all deck span conditions Alwr,ys contact Vulcraft when using loads above 200 P S F Such loads often result from concentrated,dynamic or"long ler m"load cases 7 for which reductions for bond breakage,concrete creep,etc.should be evaluated All fire rated assemblies are subject to an upper live load limit of 250 P S F ULCRAF -!/ 1 . 5 VL, VLI M:Iximum 511eel I.1+ntI111 •1 2 -0 rxltn Chnlge for Lengths lJnder G U STEEL SECTION PROPERTIES ICHO ApImoved (No. 341`i) - weight P 5 f 1 se 5" iypr± n icM yid. caiV 1111^rrn 11nyrFrl pn'rrn 22 0295 168 1.78 .149 181 189 VL ��Z_� 1 nlAl 03?i 29 1.9Z ii,3 zo9 .21.8 �I Ir Slih 20 0358 2 04 2.14 194 .229 .243 1 I 1 1 19 0419 2.39 2.49 .238 272 285 Depth 1 18 0474 2.12 2.82 281 313 ,324 3 09 3 19 330 .360 367 j 16 .0598 3.44 3.54 .376 .404 .408 r I' u, (N 91 NORMAL Wrl(;IIT CONCRETE (145 PCr.) -- SDI Max. uSuperimposed Live Load Psr - lolal Y$ Unshored ----- ---_ - Sint) T- Clear-S en Clear Span(It.-In.) net ti �� 1- 2 ;T -- -- - -- - - - _ Span Span Span _5.0 56 6 0_ _6-6 7.0 7-6 8-0 86- 6_ 9 0 9.6 10-0 10.6 1 1 0 1 1 6 120 22 5 11 7 0 -7.1 314 279 230 206 186 r ' 31h" 21 8.8 7-8 7.9 331 294 264 239 197 1t9 1 20 76 g-5 8j 345 308 275 249 227 187 171 11-2") 19 7-10 q 2 9-3 372 330 296 268 244 224 186 171 157 1 )Q 8.7 9LIQ 10-2 395 351 315 285 260 236 220 204 189 156 `j9 33 PSF 17 94 106 1010 397 353 316 286 261 239 221 205 191 157 146 131 _ le 9.10 11.0 11-4 397 353 316 286 261 239 221 205 191 178 148 135 119 22 5 8 8.7 6.8 366 325 287 240 " ► ' 4" 21 Q•3 7.3 _5 385 342 307 253 229 20 6.7 7-9 7-10 • 356 319 289 239 217 4 (I=2!'1"1 19 15 Be 89 0 383 3.14 311 283 235 215 )6 6-1 9.4- 91_ 0 • 365 330 3q1 278 255 211 195 - 39 1 Sr 17 8 10 9.11 10.3 0 4 366 331 302 277 255 237 1�,5 181 16 94 10.5 10-9 0 0 398 331 302 277 255 237 220 181 22 F.5 6 4 8 5 • 345 301 41h" 21 G-1 1 8.1 1 7.0 • 392 324 290 2_ 20 6 4 7 5 7 8 4 i 368 303 274 It 3"1 19 7 1 8.3 84 9 0 394 356 325 269 246 b ! 18 7.9 8.11 9-2 0 0 0 378 344 316 283 241 -- i 45 Inst 1 T P 5 9 6 9 9 i i 318 345 316 292 242 223 206 16 8-11 9-11 W-3 0 _• _•_ 378 345 J16 292 270 223 206 - 22 5 2 6 1 8 2 0 391 347 i s- 21 5.8 6.8 6-9 • • 367 329 20 6 1 7.1 7 2 i i i 143 310 �. 0-31%1") 19 69 1 It 80 • • • • 335 304 IQ 1-5 Q.§ Q•8 • • • • 389 324 297 273 F1 Psr 17 8 1 9 1 94 i 0 0 • 390 357 330 273 252 18 8_•6 9-6_ 9-10 0_ • e 0 390 357 330 304 252 233 22 50 5 10 5-11 • 6 21 5-6 6 5 6.6 • • • 39 '`0 � Io b$ fi�iS i i • �'ed (1--4') 19 88 77 78 • • • • i7 3 0 18 7-1 82 84 • • • • • 383 332 51 P5I- 11 7 9 99 9 6 i io - i 399 332 305 ) 16 8.3 92 9.5 0 0 • • • 399 367 305 281 22 410 58 59 • • -� 6 '� _6" 21 5-4 62 6-3 • • i i • (1-4'/1"► 19 61 6 7 5 • • • • • k ti 1 1 I•Q • • • • • t- 63 Pair 17 7 g0 R 4 8.8 • • • • i • 3 7 338 _ 1 8 0 8 10 9 1 • s • • _• • 338 ---- •Indicales live kends In excess of 400 1' I -- t lnshored shuns romputed with(y•411 I Light red Minding itdicntes i,o shoring w(iiiiled for 2 or rnorr deck spans.simple spans wrl"Ile 511011119 Dark red sllndiig irdicnte+110 5hothig iegtlked lot 3 or inure deck spans.♦imple and 2 span e0ndition5 t mitre s101inq G1ny shnding irdicnles shoili q requited lot ill deck npio conditfrnl. 6 Alvin r n111nc1 Vulcrifl when using fonds nhovp 200 P s.� Sucll loads Dien result horn crnrrpnlrnlpd,dyninrir.r»"Innq Iprrn"Inid eicpe t1`•wlrlch leductl0ns for bond breakage,ronctete creep,elc should be evnlimind All fie rnted naaernblles nth snh)ect In in upppr live Iond lint)of 25n PC;r if;mrvioer I t( r , A . (',RAY- MEDICAL C( INTI' RFAM 4 SPAN DATA Job Description : R.A.GRAY- MEDICAL CLINIC Frame Description : CONC . BEAM 4 SPAN Structure Parameters Analysis OPtiOMS mf,1111'ri - I I I memr FJastic Analysis !) 0 -in ;Plf -woight: M. . . . . . . . . . nm t i of I,- I N I COL I • P -FRAME 1 . 04 (q) . 1985 Sof t pl, Ser v I r.f.3r, I.tri lip.j(j nf f-ir-p: q'i 2 n tqps t no i i I nv m t d . !31 Vmijr7.r.;ijvoPt- . P.C . V6M ?WP (-,I I 1,-I d s ( snA )-61. 2 r2r, sof tel.; assunfer, no rnsvol-IFTthil 1 t for, flIL- M. Inct'll-ncy , I 'Y of the cif P- r'RAMF . "Al IdIty or mrpl ir:,nki lit. P-FRAME Input Data 7,t:t, No . 09 .J .Nirot t ?P Atia 89 1 1 : 75 am Sof rak yervicn'= It'd p • A.GRA`Y'-- MEDICAL CLINIC CONC . BEAM -- A SPAN ( **� JOINT DAT_A..:"** ............ Y - coord . X - Degree Y - Degree 7 Degree Joint X - coord ' of Freedom of Freedom of Freedom Number (fast) (feet ) n I 1 0 lo . s 1 3 16 A nF, 10 . 5 1 1 6 c l 10 5 I I 7 66 10 . 5 ; 1 1 9 stl 10 . 5 n 1 Q 95 10 . 9 1 n 1 n 0 0 0 I '16 ) 0 (y 1 I,.rn � I)f�f7f"laf=+ ,,t F r• ,..,rlctln: r1-r•��:t r•a ir,erl I - f app ..1-r%nr.tR, IQr1 to Jo Int r ..1 SECII,ON.. PROPERT.Y..OAT.A.,..*..*.*` Section Mod Plastic Mompnt pec X-GeCtlonal Mom. Inertia ShAar Area Area ( in2 ) it)it)4 ( in3) capacity (K-ft ) ( ) ( ) r, 1764 0 I Ig24263 fir) 0 qp ,, n 7A 198 . '1 I rlrrl--Znr'f'1 CI'17�c,..cnr.f ir)na l /�t'F'm mild MvrnEinr ref II,Pr'f IT .31'P In,�f1 79t r>I'Y f ,,I' I1!)n XE+1`n j1,P•tfr' A.r'p?f , srrn^-,ps are r', 1CuIA1'Ol . f rt I,c�n- ypro Sheer Ar•e, 11)(1 Slipar' Mndu luG , ?F+r rtr,ClF,rY clef last ir,r,^ lit rte n :I,par Atr� ir,rluded ( linoat el.astiC anallysistOil psre are calr.r.rlatpli . I ,,► nr�n-yer•r, Flm..rt- Ir. 5er:t. inl, Nor,-xpn P1A^t. ic Morner,t i:apar_.ity is rnAndatorY for rlast Ir, anAlvsis ** MATERIAL ,PR0PERT,Y.. DATA ,** Coeff Exp Fy Yield Material Youngmod Shparmod Density( oF ! . E6) ( ksi ) Number (ksi ) ( ksi ) I Stt' n5 f- r-r"%.MF Ir,pi O.It :, 2S 'Nuci AA 1 1 : 75 J ftel< ;E�r vicFs I.Ld R . .A. t'IRAY - MFDIr.Al. CL IN TC: ,;trNc . f'f-AM •- A SPAN 1 F 1.-1st f r: MnH1.1 I r.rs (Yot.rng ' r Mrlriu 11.19 i s 1111111 -del tory . 2 . For nnn--?pro Shear Modr- lus 1ni Shear, .Area , secondmiry def lertions rice tO r-hPar ,ire dncluripd mnalysis cmly ) . A Non- 7or•n density is I'ecluiI-Pd if self weight is soer.. ifIPH And nrPIII be.r we9ctht I,-, to br, considerrind ( 1 irrr~,rt• ala!-'t IF, .Ind P1 ist it 4 Non-•zpr'n lhrrmmI roof ic.ient of Frpmnsion i - r•equirnd for thr-rinm1 1nmd!�- ( 1 II,mil I, elastic and Plast iC ?rnAly , Is ) . S , Noll -.++pro Y ie1ri r•e„ i sm mandatory for p1ast ir., ;vvm Iymis . *** MEMBER CONNECTIVITY DATA *" ............................................. Member Lower Greeter Section Materiel Lower Greater Attribute Length Number Joint Joint Number Number End Tyne End Type Ty,ie ( ft) 4 Q 5 I 1 I I I 1n e 7 I 1 7 7 P I I 1 I s3fi 9 1 1 1 1 1 15 . g 1 10 1 1 1 I 10 . 5 In 5 1I I I 1 I In . 5 11 .7 1 ^ ? I 1 I 1 10 . 5 Nr,t P.'' . I . Mprnher• f:ricd types: I --t i ig id rnimor.t ion ) f1 -pinned ( pinned rr]nnec.;t inn) . ? . Attriht.ite 1ypP 0 ir,cdie-,mtps thmt than nrwrnber hns been rdo0eted . I P f"RAMF: Intuit D,.4tA Str No. n5 ..l .NIC•C)[ 1 n ^ , t as t t . �� ,,,,, Mau KL =Numa= yr)fte l< Ser vir..es Ltd R .A .GRAY - MEnICAI. CLINIC CONC . REAM - A SPAN *** LOAD....I.N.•I,TIAL.I.ZIN.d,.,DAt,A.,.,*** Load Humber of Number of Load Case Case l- ...ceded Joi!ir^ Loaded Members Description 1 n SELF WE i(,III OF COt4f - PM - (I EA 1) PM .(IE.AI) LOAD or T'RU(: (� p L TVE LOAD-ALL. SPANS 1 p L IVE LOAD- 1ST & 3RD SPANS 0 5 0 p 1 IVC LOAD-2ND & 4TH SPANS or. i f i PCI �aM �' 1 I w(� ir)ht- . joint grid Mc'mher load dcetr. f ov hI(1tt� : I_flrlri C�.•F'' 1 ( ralulate(•i . I. nnd Case, I is ignored . ;alf -weight.. i^ Autom,3tical ly *** MEMBER...LOAD....DATA, *** LOAD CASE..2 _ .- _,_member,, di.stributed_..load.s. Rec Mem 3lopvd UDI. Prof . UDL Local UDl_ Kofklp-1b11 K/frn(uGAr Changel (F ) No . No . K/ft slope K/ft horst 1,/ft perp [� (� 1 . 0 n l 0 1 I 0 0 0 1 . 0/1 U 1 . 3.3 0 U U 0 r) 3 0 (1 a n 0 - t . 33 1 . 13 0 U 6 5 n n U 0 r) G 5 0 7 7 0 0 t . 13 0 p R 0 o I . 11 r' (t LOAD ASE.,.3 ..•_.member d:i.stributed LoadsT he r ma Rer_ Me"m Sloped UDL Proj . UDL Local UDl_ Local 1 pA1D i 1 I/f t' ra 1-1 ;q Change l (F) No. No . K/ft slope K/ft horiz k/ft perp -- . 915 n 0 0 n 0 11 n 1 25 0 i 3 0 0 1 .. 25 r' 0 4 0 0 0 6 f (I 0 0- I . ?5 r� 0 _. 0 7 'i A LOAD CASE_ 4 --,,,.member- distributed . load!s. Rrc Mem Sloped UDL Prof . UDL Local UDI_ Local UDL Triangular Thermal tar, No . K/ft 91OPe K/ft horiz k/ft perr K/ft PAI- 11K/ft @ r2J Chcenge ( F ) I 1 0 0 ?75 [1 0 n 5 F O 0 1 . 75 F F r) n r r• td, , n r P. rRAMr Tnpur. nar, �0 A�.rq pn 1 1 ^5 .mrr Sof tok Service* Ltd R. A .GRAY- MEOTCAL CLINIC rnNr . BEAM 4 SPAN L,jAD CASE 5 member distributed loads Rec Mem Sloped 6,6LProf . UDL Local DL Triangular Thermal , - 0j6*6C Local a LI No. No . K/ft slope K/ft horix k/ft perp K/ft parll K/ft M GJ Change ( F ) - 1 . 25 0 .7 0 0 -- 1 . 15 0 (1 n n ti Nates : I lope(( (IDI. . III C-1,je(,t ptl (Ir)( & Po Int- Lrvidr, irt in the ql(ltlrll k;ystfaln. 1.rwa I Pp-I,Of3ild-1(-(11 Ar . LOCM Para I Ie I , Tr I Ancv 1 1.-,1- ;inrl I lint-m�j 1 1. .'Icl t in thp. 1n(-,-nl rnpoi,br-r coordftimt-o crystoriv. 3 . Trinricpilmr Loads are 0 at. tht- In-wer joint With the ftlagnittidp specifind .4f. thy? arp-ntpr joint . LOADC0 M8;NAl10 NDATA ***. . . . - . . . . . . . . . .,... . Load Load Comb Load Comb Load Comb Load Comb Load Comb Load Comb Comb Case Fact Case Fact Case Fact Case Fact Case Fact Case Fact I I I , 4 1 . 4 11 i . 7 2 1 1 . 4 1 . 4 1 1 . 7 P -r-RAMF Input: Onta n .1 NfrOl- I AL, ft U a III S t:r-sk Ser-v Irpr L.td R .A.nRAY-.- MrD1CAt. CLINIC CONC . RFAM -- 4 STAN C *** ANALYSIS HISTORY * * .......................................I............................... �3trur.tr.rre DegrAe- •�f F'r,enr{7rn . . . . . . . . . . ?Fl St 1,u t(irp Hca 1 f . Rig rrciwiclt 1, . . . . . . . . . . . . . . . . . . . . " I St-rfrr,t-t►rn St iffrir. Flemerira . . . . . . . . . . . . . . . . 6AR Mhmbar With m.aw imcun Irn 1 f'. I,.,ndw icit h 9 Numbpr of Support Jc)ints and Springs . . . . . . . . . . . 5 r , craturc, ,.�c, 1F W,., ir11,t ( KII,r ) . . . . . . . . . 1n . .7r *** SUPPORT REACTIONS *** �oad. .Case Resu 1 is Joint LoAd X -Ro,,i ion Y-Reaction Z--Reaction Number Ca,e ( kips ) (kips) ( K--ft) I 1 0 . 000 1 . 066 0 . 000 0 . 000 6 . :a q 1 V . 000 3 0 . 000 5 . 980 0 . 000 0 . 000 7 . 977 0 . 000 5 0 . 000 - I . gPit n . 000 0 . noo 1 . g�^ 0 . 000 0 . (100 15 . 6a"• 0 Don 0 . 0no 1n . 6R6 0 . 000 4 0 000 - 1 . 706 n . or)n 5 0 . 000 16 . 991 U . 00O 1 n i non :3 . P94 n . on() 051 21 . 50A 0 . 000 3 -• . 048 20 . 191 0 . 000 4 051 4 . 172 0 . 000 r 004 16 . 019 n . nnn 1 1 1 . 003 5 . 014 0 . 000 . 020 33 . 355 0 . 000 . 019 31 . 351 0 . 000 4 . 298 22 . 70? 0 . 000 - . 279 8 . 64A 0 . 000 6 . 644 0 . 000 x' 31 46 . 160 O . Onn . 029 4:3 . 39'3 0 . 000 4 ?47 19 . 955 0 . 000 "76 23 . 42.0 o . noo ad Combination R?sults Joint Load X-Reaction Y-Reaction Z-Reaction Number Combination (kips ) ( kips ) (K-ft ) 1 I U . ()n0 n . nOn 'WF Linoal- rlastir. .gn1lysirt rPSUIts en n� )S 0 F t Ltd R- A- GRAY- MF--01(-Al. CONr , PFAM 4 490..JCombination Results PA N Joint Load' ' Number Combination X-RPac t 101, Y-Reaction (Dips) (kips) "eaction (K-ft) 0 . 000 14 . 000 0 . n00 7 . 061 0 - 000 0 . 000 0 o0f) 41) . 583 0. 000 7 17 0 . 000 0 - 000 O - 000 52 4P'13 10 1 0 . 000 164 6,() . q 9 r, 169 42 6f;5000 077 6;") . 796 0 - 01JO t1 10 . n00 066 107 . 0 13 5.39 92 - .3 In 0 . 000 440 6S2. i . 0. 000 () . On() 2 09R 147 . 677 3 7 1 107 . 049 0 . Ooo 10 1 13 . -754 () . 00o 0 . Ono ho• it VP X- 2 . PCI'!':Itivcs Y-r 11P pets i t IVP X a a c on M- t IvF1 7 --f-p r. , '"'k III "Ic' no!' v gat -11obal Y ctir!�or ion . Load DISPLACEMENTS q!P!!! Re-Su I ts Joint'', 'Loa'd Number Case X--Di..Rpl Y-Disp, Rotation ( rad) 00iofi 0 OOUGO . 02608 0 . 00000 - . 00004 4 . 02453 0 - 00noo -- • 00024 . 02031 0 . 00000 --. 00022 114483 n . 00nVO - . 00034 P . 00012 -- . 02608 - (10257 0 . 00000 OP 4 ;1 0 14 r, I 4 0135900002 02011 1)2 10P 0000") n4 A P3 - 00749 nof)o I 00306 . 02608 Onlin 0. 00ont) 4 02453 0 1 106 - . 00903 5 . . 02031 n W.3p - . 00003 . 044.q3 - 00214 . 00033 P--FRAME t. - OOP24 - . 00011 1 . N1r'Oj I s 78 Au Stf- No, 1)59 89 11 : 25 am s Softpk servicps Ltd R. A .G RAY- MEDICAL CLINIC CONC . REAM - 4 SPAN Load Case Results loirIt Load X-Displ . Y-Displ . Rotation Number Case ( in) ( in) ( rr+d) 4 q i n03Ct,, . 00254 0 00000 t. 2. 02809 . 00004 3 . 02454 -- . 01929 . 00004 4 - . 02029 . 02962 . 00007 5 . 04483 - . 04691 Onool I . 110106 - . 002:36 -- . 00004 2 . 02611 - . 01715 000219 3 . 02455 . 01612 . 00026 4 - . 02028 - . 01167 - . 00DR5 M1 5 . 044A3 - . 00445 . 00059 f'. I g030f+ . 01057 . 00002 0261 ? ng2A? . 00012 3 02456 - . 07784 . 00011 4 . 02017 1,445 n000a . 04491 0766 1 . 000 14 7 1 . 00305 . . 00 0 -- . 00004 t . 02613 02373 - . 00031 3 . 02457 - . 02230 . 00029 4 -- . 02046 -- . n 1 026 00100 S 04503 01205 - - 00129 A 1 00106 0^oR4 - . 00003 2 . 02.613 - . 16539 - . 00024 3 . 02457 . 15544 - . 00023 4 . 0"046 . 05053 -- . 00009 5 n45o3 ? 159'7 . 0001 ? i 9 t 00:306 0 . 00000 . 0001,11 . 02613 0 . 00000 . 00168 a 02457 0 . 000co . 0015A 4 020415 0 00000 -- . 00046 5 . 04503 O . n0000 . 00203 t0 I O . Oon00 0 . 00000 •-• . 00004 2 0 . 00000 0 . 00000 •• . 00029 0 . 00000 0 . 00000 - . 00029 4 0 . 00000 0 . 00000 OOnO7 5 0 . 00000 0 . 00000 - . 00035 11 1 0 . 00000 0 . 00000 - . 00002 2 0 . 00non o . 0on00 - . 00017 ? 0 . 00000 0 . 00000 . 000IF 4 n . 00000 0 . 00000 . 00067 5 0 . 00000 0 . 00000 -- . 0009? 1 0 . 00000 o . Onn00 On00� 2 0 . 00000 o . n00oo . 00015 1 11 . 00000 0 . 00000 - . 00015 P-FRAMF I- impar F last ir. .ana Iv^ i^ results a Softpk iprvicas I.td R. A c:,RAY MEhIc/1 . CLINIC CONC. RFAM 4 SPAN Load Case Results ..............._.. _......_............. .....- Joint Load X-Displ . Y-Displ . RotAtirnn Number Casa ( in) ( in) ( rad ) 1 0 . 00000 0 . 00000 0011 .G r� 0 , 00000 0 . 00000 n'tnll Load Combination Results ..........................»........... .................._..- .. Joint Load X--Displ . Y-•Displ . Rotation Number Combination ( in ) ( in) (rad) 1 I 08249 0 . 0000(1 -• . 00077 . 00621 0 . 00000 - . 00097 . 11701 0 . 00000 - . 00019 1 . .3A249 . 04702 - . 00006 . 00627 . 05976 - . 00006 . 11701 - . 0111A - . 00004 3 1 08249 -- . 03562 -- . 00010 . 00627 - . 0216? . 00052 n 11 'ln 1 . 0319A . 00067 4 1 . OA153 06188 . 00012 2 00631 . n 1 787 . 0001S R 3 11 '103 .. . 11054 . 00001 5 1 . 08257 - . 05471 - . 000AP 2 . 00635 - . 04715 -- . 00188 3 . I 1 705 -- . n 34 A7 nnn57 6 1 . 08260 - . 2.6321 . 0003r 2 00622 -- . 19345 nn013 3 . 11723 00064 . 00043 7 1 . OA264 - . 07562 -- . 00099 2 . 00609 - . 05514 . 00121 3 . 11142 - . 05817 - . 00269 8 1 08264 . 52496 . 00077 ^ 00609 1578 ) •- . 00054 3 . 11742 . 627A7 .- . 00061 9 1 . 08264 0 . 00000 . 00932 . 00609 0 . 00000 . 00186 3 . 11742 0 . 000nn An610 10 1 0 . 00000 0 . 00000 00093 2 0 . 0000 0 00000 - . 00034 3 0 . 00000 0 . 00000 -- . 00106 11 1 0 . 00000 O . n000n UOn54 0 . 00000 0 . 00000 . 00087 ? n . 000f10 0 - 00000 nC 16A P-FRAME Lineal, Elastic anAlyssis results Str No. 05 J . NICOLI 2H Aug 89 11 : 25 am SoftFk .`ic+rvir.�?g l.tc1 R. A.(3RAY-- MFDIrAt. Ct. iNIC CONC . REAM - 4 SPAN Load Combination Results Joint Load X-Displ . Y-Displ Rotation Number Combination (in) ( in ) (rad ) 1 ? 0 . 00000 O . nnUnO 00049 0 . 00000 0 . 00000 00068 3 1,1 . 00000 0 . 00000 nnnn5 NotE�^ I . f`nxitiva X -disl� lar..rrn�+nr ; ar-el it, th-m ror-' itive global X direction . 2 . ro-'itive Y'-disl.�l�+r..t^mr?nts arm in the rositivm global v rlirec.tign . '3 . Pn:� ir•ivn 1.- dt�ri,�r.rme+nr-c ,, �r,rr.,r• . r, lc>c�l.t. ter . k** MEMBER FORCES *** Load Case Results MemLoad Axial (Q LJ Shear M LJ RM m LJ Axial M G.J Sherr M GJ BM ® OJ No. Case ( kips ) ( kips ) (K-ft) (kips ) ( kirs ) (1!-ft) I I 0 . 000 1 . 066 0 . 000 0 . 000 . ?68 3 . 1512 0 . 000 6 . 391 0 . 000 0 . 000 1 . 929 17 . 949 3 0 . 000 5 . 98'1 0 . 1100 0 . 000 1 . 811 16 . 713 4 0 . 000 7 . 977 0 . 000 0 . 000 ... . 177 32 . 614 5 0 . 000 1 . 9RA n . nnn 0 . 000 1 . 989 -- 15 . 001 2 1 0 . 000 - . 268 - 3 . 19? 0 . 000 1 . 601 -4 . 2812 0 . 000 - 1 . 924 - 17 . 849 0 . 000 10 . 249 --30 . R62 3 0 . 000 - 1 . 811 16 . 713 0 . 000 9 . 611 . 974 4 0 . 000 . 1 .77 ?? . 614 0 . 000 7 . 623 2 . R27 5 0 . 000 - 1 15 . 901 0 . 000 -31 . 80 1 a 1 -- . 008 1 . 434 4 . 203 0019 . 231 1 . 804 2 -•. 05111 . 7.60 30 . 325 . 051 2 . 040 15 . 770 3 - . 048 10 . 580 ?R . 470 . ()4q 1 . 11?U 14 W34 4 - . 051 -3 . 451 - 3 . 361 . 051 3 . 451 --31 153 5 . 003 14 . 03? 31 . 8'31 . 003 1 532 45 . 987 001 -- . ?33 - 1 . 904 . 0019 1 . 899 -8 . 856 " 05 1 -2 . 040 - 15 . 170 1)5 1 15 . 340 � 1 . 135 3 -- . 048 ... 1 . 920 - 14 . S34 . 049 14 . 47.0 - 66 . 961 4 OS I --3 . 45 I .3 i . 153 3 . 451 R5 66G 5 . 003 1 . 532 - nn-1 1103 10 . 968 1 . 195 F I ;?04 ? . 756 8 . 891 1)0 . 244 6 . 199 2 - . 031 18 . 015 71 . 34A . 021 1 . 935 49 . 24E 3 - . 029 16 . 9'31 67 . 061 n? ? I . A ' 4 46 . "Ri 4 . 247 19 ?F1 68 . 791 . 247 501 79 347 5 ?7R ? . 1�0 - 1 . 7?n ?7h 2 . .1 -0 F I 004 244 ..6 . 199 . 004 ? . 744 16 . 210 2 031 - 1 . 935 -49 . 249 n3 r 21 . 885 I.?Q . 4 11 - . 029 - 1 . 919 46 . 281 . 029 20 . 56Q -• 121 . 626 P FrAMF L �nnmlysis r•p�-ults ,rr No. 05 ! . ral�'p(_I 211 Aun 89 we yrzrvires Ltd R. A . r.,RAY - MEDICAL CLINIC CONC . RFAM - 4 SPAN Load. Case Results Mem Load Axial Ls LJ Shemr @ LJ 8M @ LJ Axial @ GJ Shear m GJ BM @ GJ No. Case (kips ) ( kips ) (K-ft ) (kips) ( kips) (K-ft ) . 501 . 79 . 347 247 18 . 249 53 . 764 r, -• . 276 --2 . 3''0 33 . 066 . 2 76 2 320 - 67 . A6^ 7 1 0 . 000 3 . 042 16 . 254 0 . 000 -- . 542 10 . 623 2 0 . 000 24 . 275 19 . 735 0 . 000 -4 . 325 84 . 757 3 0 . On0 22 . 814 1 2 1 . 910 0 . 000 --4 . 064 19 . 660 4 0 . 000 1 . 7nF 51 . 173 0 . 000 - 1 . 706 - 25 . 586 5 0 . 0n0 ' 1 . IOcl 70 . 758 0 . 000 -2 - 359 105 . 246 R 1 0 . 000 . 542 - 10 . 623 0 . 000 1 . 958 0 . 000 0 . 000 1 . :325 84 . 'x57 0 . 000 15 . 62" 0 . 000 0 . 000 4 . 064 -79 . 660 0 . 000 14 . 68 0 . 000 4 0 . 000 1 . 706 25 . 586 0 . 000 1 . 706 0 . 000 5 n . ADU 2 . 35 tOS . 246 0 . 000 16 . 391 0 . 000 ' 9 1 3 . 035 . 008 079 -3 . 804 - . 008 0 . 000 2 21 . 508 . 051 . 537 - 21 . 508 - . 051 0 . 000 3 1110 . 191 . 04R . 504 -20 . 191 -- . 04R 0 . 000 4 4 . 17^ . 051 533 -4 . 17? - . 00, 1 0 . 000 5 16 . 019 . 003 029 - 16 . 019 . 003 0 . 000 0 1 4 . I . 003 . 035 -5 . 014 . 003 0 . 000 2 33 . 355 -- . 020 - . 213 33 . 355 . 020 0 . 000 3 31 . 351 - . 019 - . 200 -31 . 351 .019 0 . 000 4 22 . 702 298 3 . 125 --22 . 702 . 298 0 . 000 5 8 . 648 . 279 2 . 925 -8 . 648 - . ?79 0 . 000 II 1 s . 7116 004 - . 044 --6 . 644 . 004 0 . 000 46 . 160 031 - . 3124 --46 . 160 . 0'31 0 . 000 3 43 . 383 . 029 304 --43 . 36:3 . 029 0 . 000 4 1 9 . 955 . 247 2. . 59? - 19 . 955 -- . 2.4 7 0 . 000 9 21 . 42R 276 -2 . 8nF -73 . 42A . 276 0 . 000 Load_ Combination Results Mex Load Axial @ LJ Shear @ LJ SM @ LJ Axial @ GJ Shear @ OJ 9M a Gi No. Comb (kips ) (kips ) (K-ft) (kips ) (kips) (K-ft) 1 1 0 . 000 20 . 521 0 . 000 0 . 000 F . 154 57 . 869 2 0 . 000 24 . 000 0 . 000 0 . 000 2 . 775 84 . 901 3 0 . 000 7 . 061 n . Ono 0 . 000 8 . 454 2 . 42,6; 2 1 0 . 000 .. 6 . 11714 57 . 869 0 . 000 32 . 929 - 98 . 450 0 000 --'. . '7'75 --84 . 901 0 . 00" "9 . 549 . 44 . 396 3 0 . 000 --6 . 454 -2 . 426 0 . 000 14 . 969 -- 103 . 265 :3 1 - . 164 35 . 758 95 . 739 164 6 . 446 49 . 822 2 - . 169 11 . 904 4? . 626 . 169 Q . 050 - 28 . 357 '3 . 077 41 . fi?5 102 . 457 n 7 7 . 5'78 1 n 7 '781 4 1 - . 164 - 6 . 446 --49 . 822 . 164 48 . 649 - 225 . 651 . 169 -9 . 050 28 . 357 . 160 :7n 007 P-FRAM1= Linenr Flastia anal Ys is results St. r No. 05 J .NICOL1 2R Aug 89 11 : 25 Am So f tPk St-f-v ices L.tcl R.A.GRAY- MEDICAL- CLINIC rONr . REAM - 4 SPAN Load Combination Rea�ults Mem Load Axial LJ Shear T LJ IRM M LJ Axial M GJ Shear 0 GJ em Gi No. Comb (kips) (kips ) ( K -- . - ) ( kips ) (kips) (K-tt) 41 . 7n2 - 114 . 018 57 . 162 226 . 339 6 . 143 156 . 301 2 - 171 r, 1 1 f)9 21,19 . -?AO :3 . 200 ij ? . 511 - . 518 24 . 4139 109 , 394 6 . 9p5 ') I I - 6 . 14:1 - 69 din . 371 2 . 200 --212 . 513 .. . 371 65 . 505 . 518 -43 995 --? I . d 10 . 5IR IP425 -:3 111 . i 16 0 . 000 ',"7 . 0^7 4 11 . 66-1 0 . coo 13 . 7 268 . 954 2 0 . 000 4 1 . 143 1 . :?79 0 , 000 - 9 . 711 Qr) - 036 3 0 . 000 74 . 127 :324 . 673 0 . 000 81111 312 . 451 q 1 0 000 13 . 722 -. 268 . 994 0 . 000 49 . 5$33 0 . 000 n . 0on 9 . 713 - 90 . 038 0 . 000 21 . 717 0 , 000 0 . 000 0 . A122 -.1 1 " . 4 51 0 . 000 5 2 . 4 P.1 (1 . 00n 68 - 6P6 . 164 1 . 720 . 69 . F188 . . 164 0 . 000 4 1 . 4 53 169 1 --42 . 6951, - 169 0 . 000 61 . 594 077 813 - E-2 . 796 07'1 0 . 000 I or) P 1 1 - . 066 BOB -- 107 . 0 13 066 0 . 000 91 108 . ;19 . 660 -9111 . 310 131q 0 . Ono 67 . 217 . 140 4 . 624 -60 . 4 ) 9 - . 440 0 . 000 11 1 146 , 475 098 1 . 032 147 . 677 . 008 0 . 000 2 :06 . 647 3 . 891 . 107 . 849 371 if nr a 1 . 552 jo 15 . 4 1 1 ,1 . 754 5 18 0 . 000 axial f v, m r!t in t[Ito I c: I v FS 10 c I I (flip m b-t,) ;; d i r e r7 I- i nrl 1r ive Hlear forcPs art in the positive I arm 1 (member ) y dire: tion . Inorneill-S nct counter -clorkwis'p . MFMSFR ST"ESSES .......... Load Case ReSLJltS ...-..................-... Mom Load Joint Axial Shear Send i rig lop N I Rot Nor-niml No. Cage No. ( psi ) (psi ) (Psi ) i Ps i 0 . 0 a . 0 n . 0 0 . 0 0 . 0 0 . 0 0 . 0 2 0 . 0 121 . 4 - 121 . 4 1 1 . 4 1 0 n 0 . 0 0 . 0 0 . 0 0 . 0 - 1 13 . 7 - 113 . " 119 , 7 4 I 0 . 0 n . o 0 . 0 O . n Vinont, F lcort- ir; jrcr alis- 7f r iJe . 05 I(If if I Is d2 A LAd r,, .A. GRAY- MFDtCAl CLIMI(.' CONC . HFAM 4 SPAN 4 o.ad. CaseR9SLltSTop Norwil Rot Normal .... . ..,.. -, -- - - - Axial Shear Bending Mem Load Joint ( psi ' ( psi ) No. case No. (psi ) (psi ) (PSI ) OA 0 . 0 0 . 0 0 0 0 . 0 - 10A . 2 109 . 2 108 . 2 0 , -21 . 7 -21 . 7 21 . 7 n . o 121 . 4 1p 1 . 4 0 . 0 209 . 9 V . v - 113 . 7 113 . 7 0 197 . 1 197 . 1 197 . 1 0 . 0 -221 . 9 -.221A 27I . 9 0 . 0 - 19 . 2 - 19 . 2 1 c) . 2 0 . 0 108 . ? 108 . 2 - 10A . 7 0 . 0 . 3 OA 18 . 6 20 . 6 28 . 5 3 3 0 . 0 •- 12 . 1 1 7- . 11 12 . 3 4 OA 206 . �l 206 . 6 206 n 101 . 3 107 . 0 107 . 6 4 191 . 7 194 . 0 193 . 4 i - 1009 -100 . 6 10 1 . 2 . 4 -22 . 1? -22 - 55 23 . 2 4 3 . 3 211 . 9 212 . 2 -211 . 6 4 . 3 2 16 . 5 2 16 rl -216 . 6 5 3 0 . 0 '112 . 8 0a 1 12 . 8 - 12 . 3 -- 12 . 2 12 . 3 4 0 . 0 F;() 60 . 2 6 n . 2 9 .1 0 . 0 . 107 . 3 . 107 . 0 107 . 6 2 4 4 s3'1 . i 484 - 2 -483 . 6 5 3 100 . 9 100 . 6 101 . 2 4''14 . 8 455 . 1 -454 . 9$ 2 1 1 9 2 2 12 1 1 4 A447 --446 446 . 7 . 0 r, -312 . 8 8 4 0 . 0 R . 1 60 . 5 60 . 5 --60 . 5 0 . 0 -42 2 -42 . 1 .1 1� . ; .1 1A5F - 445 . 2 2 5 2 135 . 0 33A . n 319 . 2 6 45F . 2 458 . 4 -456 . 0 2 -:114 . 8 .114 6 468 . 0 4(6 . 4 - 469 . 5 r. -9,39 . 8 -541 . 3 538 . 2 6 -- I 1 . 8 -- 10 . 0 13 . 5 r 224 . q 27 11)6 111 . 4 2 2 A ? 47 . 2 6 0 . 0 1 10 . 1 1 10 . 1 t10 . 2 7 0 . 0 - 315 . 0 - 314 . 13 3.35 . 2' r- rRAMF L. IiG No. 05 9 Auel Ag I J N T,COL i ► MWA a Nex M w �u..wnw,wrr+rwu��rrw �uarr ,�� . i►�ft�k services Ltd R .A , nPAY - MPDIrAL rt. INIr rJ)I, ' . PFAM - 4 SPAN Load Case_ Results Mem LO1.,ld Joint Axial Sheer Sending Top Normal not Normal No. Case No. (psi ) (psi ) (psi ) ( psi ) ( psi ) 7 4 13►30 . 3 P80 . 5 --'1r3U . 2 3 6 2 ..314 . 8 -314 . 17 315 0 1 . 2 ;32'7 . 4 9?.7 . 6 -827 . 2. 4 6 - 1 . 5 -y39 . 8 541 . 3 538 . 2 1 7 1 . 5 165 . 7 364 . ? -36'1 . 3 5 6 1 . 'i 224 . 9 226 . 7 --221 . 2 7 1 , 7 461 . 6 461 . 4 -459 . 9 7 1 '1 1 10 . 6 1 10 . 6 -- 1 10 . 6 n , o 12 . 3 72 . :3 7 ? T 0 . 0 P82 . 6 Pq' . 6 --887 . 6 9 0 . 0 --576 6 -.5'16 F; 576 . 6 3 7 0 . 0 829 . 5 829 . 5 --82. 9 . 5 8 0 . 0 --54 1 9 -54 1 - 9 34 1 . 9 4 7 0 . 0 34 ? . 1 348 . 1 --348 . 1 8 U . 0 174 . 1 174 . 1 .. 174 . 1 5 7 0 . 0 481 . ,t 481 . 3 --481 . 3 8 (' n -7 1 Fi . 0 .7 1 6 . 0 716 . 0 P 1 R 0 . 0 -. 72 . 3 -72 . 3 72 . 3 9 0 . 0 0 . 0 o . 0 0 . 0 R 0 . 0 _.576 . 6 -, 576 . 6 576 . 6 9 0 . 0 0 . 0 0 . 0 0 . r) 9 0 . 0 . 541 . 9 -541 . 9 541 . 9 9 0 . 0 0 . 0 0 . 0 0 . 0 4 P o . 0 174 . 1 170 . 1 - 174 . 1 9 u . o n . 0 0 . 0 0 . 0 il 5 $3 0 . 0 - 715 . 0 --716 . 0 716 . 0 9 0 , 0 0 . n n . n 0 . 0 9 1 3 -38 . 7 9 . 7 -29 , 0 48 . 3 10 .49 . 6 0 . 0 ?I9 . 6 49 . 6 ? 3 -274 . 0 65 . 7 - 20P . 3 -•339 . 6 10 ?'14 . 0 0 . 0 274 . 0 -274 . 0 1 3 - 257 . 2 51 . 6 - 195 . 6 -319 . 9 10 ?57 . ^ 0 . 0 -257 . 2 ..257 11 i 1 i g3 , 1 65 . ? 12 . 0 118 . 3 ! 0 53 . 1 O . 0 53 . 1 -53 . 1 r, ? 204 . 1 -•:I _ 6 -?07 . 7 r) -204 . 1 O . G -204 . 1 1 n t ', 5? . 9 -4 . 3 57 . 2 tI 6 ? . 9 0 . 0 67 . 9 63 . 9 - 424 . 9 -26 . 1 -451 . 0 -399 . 9 i1 424 . 9 0 . 0 -424 . 9 -4?4 . 9 3 5 309 . 4 - 24 . 4 --423 . 8 --374 . 9 11 ?99 . 4 0 . 0 -399 . 4 399 . 4 4 5 --289 . 2 -3R I . 9 - 67 1 . 1 92 . 7 11 ?89 . 2 0 . 0 - P9 . 2 - 2139 . 2 5 5 -- 110 . 2 157 . 4 247 . 3 .467 . 6 11 110 . 2 n I1n . a Itn . a r- rR�.MF l inemr, Fla^( is ar,nIY-!, i^ r•A^L►lt Str No. 05 Sof tee se"1'VicP I tri R . A.GRAY MF01CAL CLINIC CnNC . BEAM 4 SPAN .Load_.,,Case�,Ras.0 l is Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Case No. (psi ) (psi ) (psi ) (psi ) (psi ) 73 . 7 5 . 4 7�1 . 1 69 . 3 I I I 7 0 . 0 -84 . 6 84 , 6 1 ? 94 . 6 1598 . 0 ?q . 5 --627 . 6 --54P 5 1 ? ...5$9 . 0 0 . 0 589 . 0 --599 . 0 q - 557 . 7 -37 . ? 599 . 8 -515 . 5 -55? . 7 -552 . 7 1 ,2 -55.' . 7 0 . 0 GP . F -570 . 9 4 7 -.254 . ? 316 . 7 12 --254 . 2 0 . 0 -254 . 2 11154 ? -298 . 5 -353 . (1 -652 . 3 55 . 4 5 7 q . 0 ?99 . 5 298 . 5 Load. combineti_on.,,.Resu„1t.s Mem Load Joint Axial Shear Bending Top Normal Bat Normal No. Comb No. (psi ) ( psi ) (psi ) (psi ) ( psi ) 1 , 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 -393 . 7 --393 . 7 .393 . 7 0 , 0 i 0 13 0 . 0 0 . 0 2 0 . 0 _57'1 . 6 577 . 6 577 . 6 3 1 0 . 0 0 . 0 0 . 0 0 . 0 0 . n - 16 . 5 - if, . 5 18 . 5 ( 2 1 2 0 . (1 -1q:3 . 7 303 . 1 393 . 7 3 0 0 669 . 8 66'3 . 9 -669 . 8 2 2 0 . 0 -577 . 6, -577 . 5; 577 . 6 .3 0 . 0 ^0^ . 0 302 . 0 •-30. 0 - If; . • 15 . 5 16 . 5 0 . 0 1 3 1 . 0 69n . I F �9 . 1 657 . 1 •-338 . 9 . .337 . 9 339 . 9 4 1 . 0 , , q I . 0 2 3 1 . 1 X90 . 0 4 i l 192 . 9 194 . 0 101 R 3 3 . 5 697 . 0 607 . 4 -696 . 5 4 K --699 . 2 - 699 . 7 699 . 7 4 I 4 1 . 0 -338 . 9 --3'37 . 9 3:39 . 9 5 1 . 0 1 , 535 . 0 1 , 536 . 1 - 1 , 534 . 0 2 4 1 - 1 102 . q 194 . 0 -- Igt . 8 5 1 . 1 1 , 521 . ? 1 , 522 . 3 1 , 520 . ^ 4 . 5 699 . '' .69A . 7 619 . 7 A 5 775 . 6 776 . 1 -775 . ? 5 . 6 1 , 539 . 7 1 , 540 3 - 1 , 539 . 1 6 6 - 1 , 063 . 3 - 1 , 062 . 7 1 , 063 . 9 3 1 , 559 . 7 1 , 557 . 4 - 1 , 562 . 0 52 . 3 1 .145 . 7 - 1 . 448 . 0 1 . 443 . 3 ( 5 3 2 744 . 2 747 , 4 740 . 9 R2 1 ,15 . 6 to2. . 4 149 . 9 E 1 5 6 1 , 06:3 . ' r n5? . 7 1 , 063 . 9 t f:7•Mf I iliP,�i Flast is arr:ilys is r e^Alts Str No. 05 t . N1� r�l i �A Atiq 9" .............. .....Wtit'.. of tpk Services LtH R . A .GRAY-- MEDICAL ct. I N G CONC . 8FAM 4 !1171AN Lord Comb,i eat i.on._.Reou Ito -Mal Bot Nor ... ..... .. ern ...i.Load d.....-Joint.. ... ... Axial Shear I rig Top Normal (psi ) Comb No. (psi ) (psi ) (psi ) (psi ) 7R 2 , ,19:3 4 ? , 794 - 0 2 , 792 - 8 44A . 0 :3 1 7 1 7 8 0 . 0 .7 0 . 0 1 , 982 . 2 6 I 'll -612 . 5 1 0 . 0 .7 0 0 2 . 208 . 7 2 , 208 . 7 - 2 , 20R . 7 A () . 0 -2 . 125 . 5 -.2 , 125 . 5 2 , 125 . 5 0 . 0 - 1 . A29 - 6 - 1 , A29 . 6 1 . 829 . 6 0 0 . 0 0 , 0 0 U 0 . n -612 . 8 612 . 5 Fi 11 . 5 0 . 00 . 0 0 . 0 O . n 0 0 --2 , 1 125 2 , 1 "5 . -) 0 0 0 0 . r) 0 n 0 3 0 210 . 2 664 . 085 . 0 . 0 --AC)O . A90 . :3 10 _990 . 3 3 1 216 . 3 111 . 8 - 7 4 4 . :3 10 583 . 4 0 . 0 -541 . 4 -543 . 4 99 . 4 685 . 3 _ A84 . 0 3 3 784 6 10 799 0 n 7n7 . 9 79n . 9 9 10 1 E - 1 , ?47 . 0 2 0 . 0 1 11 1 , 363 . -.691 . 7 - 1 . 852 . 3 - 468 . 9 5 1 . 160 . 6 11 1 75 . q 0 0 1 , .1759 , 1 15 . 9-.q5-.856 . 3 569 . 1 -291 . 2 141A I1 R71 . 6 o . n R71 . 6 - 126 . 1 ' 992 0 1 . '73q 8 1 , 865 . 9 1 0 0 2 ' R81 ? 12 . 881 .7 i . 358 . 6 4 . 874 . 0 12 1 , '171 . 9 0 7 1 . 9 1 , 373 9 7 9 A - 3 ' 4440 . 0 1 . 449 . 1 449 rd(1fnS m( pr)!, I t Ives f 7tle..11. stress Is, oositiv(s for rlr'!!' itivc.% i!:: fr:1, top of mf-Mber . Rear!I loci Fi__ t t oin Normml q Axial SPI'd Inc' Trp Arial801"dil-Ic-, qtr Ma. 05 P -rRAMF 1.. irietrr F1.150- ir, 1 : 25 nil, N t C-01. I ,� 12 Seal @-I odd Conhin�kior�? 1$he+4r_piagLdn _._......---•—•-------••So�l�_�"_��14,.�25 .t./,�. ?x.710 �•.,�` r ............ ............ ............... ......... 7 .y3 �y .948 mad Combination >_Z ShearIfy, =_1k2.,7p5•_kip4 r1 /a ...... .. ................. .......... . .^.1 %�- I oad Combination --) 3 Shur Dim112,7185 kips 7q.13 w 4.,.,..... ...........r ....�.�....... �__ ��.�. rr.......... 5 2.'a°, oad.-Combination1 Moment .Didgrrn __.___Soal,e 1"__375.7N83_R-ftl .......... r ad Combination =->_2 Moment_D:Agp"., Scale_-1"_= 315._7083_K-ft r' .. ..... ........ � Load-_Combination_ __> 3 Moment Dir amScale 1" -=._375_,-7"3.H-;ft W / rriefo- A Geo ...._— Scale V 44? 22, !..(t . . ... -3 987 -3,90? 22,5425 ft 4 4 IT16,ml 962 TrT. -TTTll ndeforM+�d Gronetry__- Scrip 1"_ 22,_5425_-f -J.987 f t rk Services 1.t d R .A .GRAY-MEDICAL_ Cl-. IN]r. C()W . nM . r)FSI(3N M REAR OF Elf-Dri . INITIALIZING DATA I...................... Job Description : R . A . GRAY-MEDICAL CLINIC Frame Description : CONC . BM. DESIGN M REAR OF Fit-DG . Structure Parameters Analysis Options Mombet-5:. . . . . . Lillf-At' Fla-;tic. Analysis 'jollitr! . . . . 1111w3riml Units Springs. . . . . . . . . . . 0 Section, . . . . . . . . . . Load C,-i--r- I :;PFr. I f I Pei as so- I -wm rj:,, MA t Pr i A 1!,l . . . . . . . . 1. ()"n d f,-I r,P q . . . . . . . . Load Combill-nt User Nnnip: N 1('01. 1 1. j.t7rj Head Office. 9729 wris=t rlotllFward' St:cn 2 VAtIrOLIVI-St', B. C . v6M awe rmriadm ( 604 )263- 2726 SOf tPl' NSSUMPS no VespoMIR I hi i tV for the mccuracy, Validity or applicability of t-hp vpsu i ts of P-.rPAMF . r -rPAMF Trirtit Data -Stv No. (14 1 N1('01 1 IS Aug Rq 02 : 12 am Sof tok Services LA-d R . A . GPAY- MEDICAL. C1. 1NIC (',(,)Nr. . RM . DESIGN M REAR Or- F LOO . *** JOINT DATA *** _.... . . ._.................... Joint X - coord . Y - coord . X - Degree Y - Degree Z - Degree Number (feet) (feet) of Freedom of Freedom of FreeJom 1 0 In . 9 I n 1 2 16 . 5 10 . 5 1 1 3 31 In . 5 1 I 4 4f3 l � . r 1 1 1 5 6? 10 . 5 I I I f 79 10 . 5 1 1 I 7 93 1n . 5 1 it I ft 33 0 0 0 I n 63 n 0 0 I Note : Darer, of fr,epriom : 0=r�e,►.r ,� inecl 1 -free ,1 ' couplPci to ,Joint- ',J ' ** SECTION PROPERTY DATA .......................... *�* . ......................................................... SFc X-sectional Mom. Inertia Shear Area Section Mod plastic Mor.,ant No . Area ( int ) ( inA) ( int ) ( in3) Capacity ' K- ft ) 1 16(1 24263 r' 1 '764 n 2 7R . 5 498 . 7 0 nn . ? n Notes : 1 . Non zern Cross-rer..tIotinI Arem and Mrnmpnt of Inertin are mandat-Ory . 2 . For non - r.ern ShP•�r Area , shp.ar str•eGses .are calculated . 3 . For• non zwru Shr-im;, Area And `lhPnt, Modrl lus , sr-Ir;ondnry def ler..tirn� drlr� t , shear arty incluriprl ( linear, ela,t in analy- is only) 4 . rot. ntn--zpro Ela,tir Sec-tirrn Mnciulrr, ( S) . -tre,rpG arty CMIC11 latpri . 5 . Non-rpro Ply+stir. Moment Capacity is mandatory for plastic .�rnmlysis . *** MATERIAL PROPERTY DATA *** ........................................................................ . .... . .. ....................... Material Youngmod Shearmod Density Coeff Exp Fy Yield Number ( ksi ) ( ksi ) (K/ft3) (/F I . E6) (ksi ) 11 ?? 0 1 t1 1 Nnt�+s 1 . E1ast I MndtIIUS ( Ynurnq 's Mnrlt► lu ) I InArIHAtrt'y . 2 . For non ;,pro Shear Modulus and Shear Area , secondnry deflections rlu. - shear Are inCllldPCl ( l inellr plastic analysis only) . 3 . Norr -zero density is retiuirQd if self --woight is specified acid rnembpr weight is to by crnsidered ( 1 f spar n la:,t is And pl 1rt ir. 4 . No1i-zern ThQrmal roeffrrient of Expansion i!s regtrirpd fnr thermal loads . I ( Iinpmr Plan tir mid rIart t Ir. mt,IIy, is ) . , . Nnn zero Yiplcl Stress is m•gndntory for plastic Jnnlvs9s . h-F,.AMF Input Drina St rl" l . N1COLI 28 Macy 89 02 : 1 ? •t to s rw Grif t: lk SPI'v ices Ltd R. A.GRAY-MEDICAL CL1141C FDNC . SM. DESIGN (9 REAR Of: RI !,t; . *** MEMBER CONNECTIVITY DATA *** Member Lower Greater Section Materiel lower Greater Attribute Length Number Joint Joint Numbor Number End Tyne End Type Type ( ft) I 1 2 I i I I 16 . 5 3 4 I I 1 16 . 5 � 4 5 I i I � 1 15 . 5 G 1 1 15 . I 1 I 1 15 . 6 6 7 I 7 ? I, . 10 . 5 10. 5 Nate;^ . I . Member Fnd 1 f-'—d r r- if) id c onnont. inn) 0-pillrled ( p innecl connecat lot)) . ? . Attrihuta Tynn 0 indirmtez that. thfa mtambwr haq bean delcateci . l.. 1,- F RAMF inrrrt p,j%v a J .NICOLI Sri- No . Oq 28 Auh 89 02 : 12 Sof tek Ser•v f ces Ltd R. .A .GRAY-MFDJCAI_ CLINIC r-()N(, . RM. OFS i GN m RFAR OF RI.DG. *;** 1_,0AD INITIALIZING DATA *** ......................................... Load Number of ,Number of Case Loaded Jointa Loaded Members d Case Description 1 0 0 n >EI_F WE1c;1ft 01� CONr; . BM. 36 DEAD LOAD OF SLRUC . 0 4 0 6 I_ I VC LOAD-AL( SPANS 5 F 1 1 VF LOAD-r,EN 1 ER SPAN n t•; LIVt LOAD-END SPAN; Nr�t p : 1 n.�d r•�,P I ^r!pc 1 f fnri as so F -weig')t . Joint 11)d Mero . Load Casa 1 is ignored . Self wAt7ht -Is �*utonlat: ic.allV c:alrylateltn for *..MEM9ER LOAD DATA *** LOAD. .CASE 2 - member distributed loads Rer. Mem Sloiled UDL Prod . UDL Local UDL Low No . No. K/ft slope K/ft horiz k ft "al UDL Triangular. Thermal / per'p K/ft par 1 1 K/f t @ G.1 Change (F) I I 0 0 - 1 . 17 (1 2 0 0 1 . 17 ri (1 0 4 4 0 0 1 . 17 0 0 0 5 5 0 n •- 1 . 1 9 f1 0 n q _ 1 . 17 0 n n L,OAb.._CASE 3 member distributed loads Rec Mem Sloped UDL Pro,j . UDL Local UDL Local LID, No. No. K/ft slope K/ft horiz I�/ft No. Thermal perp K/ft parll Kift M GJ Change (F) 1 1 n 0 ? 2 r) 0 1 1 n 0 0 3 n 0 4 0 I . I 0 .4 5 5 0 0 I . I 11 0 0 6 fa 0 n I . t 0 o n 0 0 LOAD CASE 4 - member distributedloads n Rec Mem Sloped UDL Pro,J . UDL Loca No. Nol UDL Local UDL Triangular. K/ft slope K/ft horiz k/ft perp ThermalK/fr parll K/ft M GJ Change (F) I 3 r n n O 0 f 1 LOAD CASE: 5 - member distributed loads Rec Mem Sloped UDL Pro . ....._._............................. No. No. K/fc slope I(/ft horDiz koftl LIDL Local UDL Triangular thermal / per.p K/ft parll K/ft 0 GJ Change (F) I 1 0 U 2 0 2 1 . 1 0 I . I 0 n 5 0 0 0 n 0 P- rR.AMF lrrput D.it a J . NICol- 1 Str No. 04 28 Aua Ag 02 : 1 ? a Set-V ices Ltd R. A .r,PAY--MEnICAL CLINIC rom -' . SM . DESIGN CP RiF.AR or BLDG . I-AD CASE 5 member.,.di.st.ri..b.u..t.ed..,...I.o..a..d.$. R P**�'C" -M'e""M...... Sloped* ....' ***66-C, F r**o j . UDL Local UDL LocAl UDL Triangular ermal t,4o . No. K/ft slope K/ft horiz k/ft perp K/ft pmrll K/ft @ G ) Change (F) A 6 n 0 I . I n0 NC)FF*q - I S" I opod UU11, , rf'ojected UDL & point Lard-; act in the 9 101)m I COOPC1 i lln" egy-%t te in Local Pin.rps-nn(lictiInt- , Local Pal'al If--1 , Triangular mind Thermal 1-0.1"de: act in the lnr..a 1 member, noordinat-P systpri. 1 . *r Joint with the magnitude- spenified at Tri,,ii-iclular L.oads are 0 at tho lower thr, grentp.t. Joint . LOAD COMBINATION DATA I- 'ad Load Comb Load Comb Load Comb Load Comb Load Comb Load Comb Comb Case Fact Case Fact Case Fact Case Fact Case Fact Case Fact 1 7 r No . F RAMF I r,I IR Aijrt Flq 0 am 1. A -Nirni I Sr�f tF+lt Set•vic!nc 1. ► ! R.A . GRAY-MEDICAL CLINIC CONC. 8M. DFS 1 c;N M REAR OF EILD(3. l ** ANALYSIS HISTORY *** ...............................................I.,........................ �..w Str!rckr.r�,h Dpgrer•+.^ of Freedom 21 Strilctllr•r? Half- Rnndwidth 15 StrUCturh Flenvontr. . . . . . . . . . . . . . . . . . 315 Mernbr-.r with m-axiwun half-bandwidt-h 7 Numbnr of Supphrt .Joints rand Spr iny�. 4 Strunture Se 1 F--We 1 7 . 2 1 7 *** S ............................. _...................................................- Load..,,Case ,Results . ... .. ......... Joint Load X--Reaction Y-Reaction Z-Reaction Number Case (Kips ) (kips) (K-ft ) 1 1 0 . 000 ? . t^4 0 . 00() 0 . 000 15 . 611 0 . O00 3 0 . 000 14 . 6'17 0 . 000 4 0 . 000 - 1 . :36 1 0 . 000 5 0 . 000 1 h . 0.3R 0 . 000 7 1 0 . 000 2 . 019 0 . 000 7. 0 . 000 14 . 173 0 . 000 a 0 . 000 13 . 325 0 . 000 4 0 . 000 - I . 59�� 0 . 000 5 0 . 000 14 . 917 0 . 00n 8 1 - . 0?r, 6 . 772 0 . 000 184 41 . 235 0 . 000 3 173 3R . 7GH 0 . 000 4 ?'Q 17 . 766 0 . 000 5 451 21 . 00? 0 . 000 1 026 6 . 241 0 . 000 1 P4 37 . '191 0 . 000 . 173 35 . 530 0 . 000 2'19 18 . 187 � 4 � 1 O . np0 17 . 34 ? 0 . 000 Load Combination Results Joint Load X-Reaction Y-Reaction Z-Reaction Number Combination ( Kips ) (kips) (K-ft ) r 1 0 . 000 49 . 921 0 . 000 n . 000 22 . 655 0 . 000 0 . 000 52 . 2'34 (t 000 1 1 0 . 000 45 . 32? 2 0 . 000 0 . 000 19 95� 0 . 01)0 3 0 . 000 40 . 02. 6 0 . 000 f-FRAME I. anent, Flast is ,,na lvs i.- r•Pa11 I .J . NICO1. 1 rj,l . n4 2 . Lm� mqmpqmpqamq vices Ltd ..,C,f tple, Sp r R ,A .GRAY--MF.()ICAl.- CLINIC CON(; . SM. IDES TON 0 RrAR Or HI.Do . Z-Reaction Joint Load X-Reaction Y-Reaction (K-ft) Number Comb i flat lor kip, ) (kips ) 597 113 - 060 0 . 000 11 19'i . 355 0 . 000 I A 0 1 05 + 102 . 158 O . coo 9 1 12 2 0 4 0 , 000 ISO 9 21 5 6 0 . 000 21 . 061 (41 12e, 3 Not es ct: in por"i t. j,,r-_, q IobM1 X dir'oc't I p rj X reach i nt I s �71 lbal y direct-1011 . 2 . positiv(positive., Y-remnntirlt"; Act I Itive qo 3 . rositivp, JOIN ()ISPLACEMENT.S Loaei .Cade .Re u 1 ts Rotation JointLoad. - X--Displ Y-Displ - (rad) Number Cage in) n -- . 00186 0 . 00000 - - 00030 000000 .- . 00211 . 01 :102 . 00000. 0 -. . 00198 0 1 �,?d 0004 0 . on000 0 . 00000 9 0 14 17 - . 00186 - . o:1339 . 00004 1 2 334 A . 00027 2 . 0130� . . 01224 00025 . 06F, 16 . 00009 . 00015 0141 " 28467 - . 00124 . 00010 1 -- . 00186 .- . 02 120 . 00071 2 - . 01302 . 00uss .1 - . 012"4 . . 00096 . 00IR8 - . 00913 0 14 1 ) - . () I ORV . 00315 - . 00001 4 1 - .02035 -- .02035 - . 00004 2 9517 . 01913 - . 00004 3 . 011" 4 00 1 14749 00,101 1 n 2PIr . 00005 1 *19 A . 002ng - fwfI07 oOIS4 - . 01943 . noqr�^ 012A8 . (1004 C) -- . 012 ) 1 . . 01827 00093 . 00168 oDI42 n 137q 00892 mu I t!!: !3 t 1, FRAMF Linear Fla "qAtm Rq h" - 1 " Sc7f tek Services I td R . A• .r-IRAY-MFDMAL. (.'I INIC r,C1tC . Pm. DESIGN la REAR or Rt-no . L,va,d„ Ca,s.e...Resu 1't,s Y_aiSPI Rotation Joint Load X-OisPI Number Case ( in) ( red ) 1 - . 00 184 - . 02309 - . x100(1"1 6 -• . 0198 - 16122 - . 00019 7 3 0 1 2 1 1 - . 15157 -• . 000 1 8 4 . 00168 . 05660 00009 5 - . 013'l9 -- 20817 r)r1009 7 1 -• . 00 194 0 . 00000 . 000x_? 2 •- . 61288 0 . 00000 . 00159 1 - . 01 ? 11 0 . 00000 . 00150 4 _ 00169 0 . 00000 . 00043 5 • 01379 0 . 00000 00193 s3 , 0 . o0on0 0 . 00000 -• . 00003 0 . 00000 0 . 00000 _. . 00021 0 • 00000 0 . 00000 - . 00020 4 0 . 00000 0 . 00000 . 00046 C; 0 . 00000 0 . 00000 00066 1 0 . 00000 0 . 00000 . 00006 2 n . 00000 0 . 00000 . 00041 0 . 00000 0 . 00000 . 00039 �1 0 . 00000 0 . 00000 - . 00049 0 . 00000 0 . 00000 . 00088 Load Combination Results Y-0isp1 . Rotation ..._.. . X-DisP1 Joint Load Number Combination ( in) ( in) rad) 1 - . 04162 0 . 00000 - . 00675 . 01762 0 . 00000 . 00262 . 044A2 0 . 00000 - . 00751 1 04 162 - . 74678 a0nP5 . 01762. - . 26285 or058 . 04482 . . 8,754 . 00069 a 1 04152. - . 06810 . 00233 0176' - . 04974 - . 00047 1 r)44P2 n 7 . 00396 4 1 . 04 14 t - 0654 3 • . 00014 n176P -- . ?8363 - . 00006 a 04444 . 18530 -- . 00015 5 1 04120 -- . 06244 -- . 00167 01775 -- . 04728 . 00075 3 044PS . 04654 00326 6 1 04120 .- . 51570 Oon60 -, - . 01775 - . 161111 - . 00045 3 - . 04406 - . 61193 - . 00045 arr• Nn. 04 r- rR.AMF L itrr7r• Elastic Monlys :s rr+tiultte 2P Aria A9 0'_ : 12 J . NICOL I qof teak Sevvirp^ Ltd R. A . GRAY-.MEnIC:AI. CLINIC ( (,C)Pdr . RM . OFSIC�N M PF--:AR OF PI-M). Cued Combination Results Joint Load X-Displ . Y-Displ . Rotation Number Combination ( in) ( in ) (rad) i I 94120 0 . 00000 . 00510 01775 0 . 00000 . 00192 04406 0 . 00000 . 0058." n I 0 . 00000 0 . 00000 - . 00067 2 0 . 00000 0 . 00000 . 00045 3 0 . 00000 0 . 00000 - . 00145 9 1 0 . 00000 0 . 00000 . 00133 2 0 . 00000 0 . 00000 -- . 00016 3 0 . 00000 0 . 00000 00215 14otes 1 . rry- itivP X -d ispinr.FrnPrtt.^ mrP in t•hf+ positive global X r3ir ^rtintr . 2 . r'n!;lit ivn Y-•d1splar.Pmt?nt!7: nrn in thr poSitivf global Y dirertiori . 3 . Posit iN/m 7 -d 11•P rnttrit -r -r., lnr,kw1 ,Lm ** MEMBER FORCES . Load Case Results .......... Mem Load Axial M LJ Shear @ LJ BM @ LJ Axial @ GJ Shpar @ (3J RM @ GJ No. Case ( kips) (kips) (K-ft ) (kips ) (kips ) ( K ft ) I 1 0 . 000 ' . 234 0 . 001) 0 . 000 . 526 14 . 011 0 . 000 15 . 611 0 . 000 0 . 000 3 . 694 98 . 3161 3 0 . 000 14 . 677 0 . 000 0 . 000 3 . 413 02 . 436 4 11 rlrtn 1 361 0 . 000 1 . 361 2;' . A5a 5 n . n0(i 1 S 1) 361 (1 . 000 0 . 000 2 . 1 1 2 1 14 . qpn 1 0 . 000 52 IS - 14 . 01 1 0 . 000 3 . ?76 17 . 193 2 0 . 000 3 . 694 98 . 318 O . POO 22 . 909 - 121 . 897 3 0 . 000 3 . 473 -92 . 436 0 . 000 21 . 623 114 . 604 4 0 . 000 1 . 361 ?? . 453 0 . 000 1 . "361 44 . 906 5 0 . 000 -2 . 112 114 . 888 0 . 000 20 . 2.62 --69 . 698 3 1 -. . 026 2 . 598 1 "1 . 079 . 026 098 3 . 1 .39 2 184 18 . 2'36 119 . 967 184 686 2. 1 . 95? 3 173 1 '1 . 145 112 . 791) 173 . 615 20 . 539 4 . 279 16 . 405 47 . 6332 - . 270 . 095 74 . 494 5 - . 451 . 740 F4 . 958 . 451 .. . 740 53 . A5!7) 4 1 - . 02.6 . 098 -? . 139 026 . 402 •- 14 . 141 2 - . 184 . 696 -21 . 952 . 184 13 . 864 -99 . 378 ` 3 . 173 . 645 - 20 . 639 . 171 15 . 955 _ 93 . 433 4 . 27q 095 - 74 . 474 "'<<r 18 . 591 -50 . 681 5 451 740 51 . 855 ASI 740 --42 . 751 5 1 (1 . 000 2 . 981 14 . 4 17 (1 000 481 1I c41 r- FRAMF LineAr FItir. analvsis results St r• No . 04 ,I . IdIr(o t ?s! n,rn 634 n,, - I nnn Snfrek -ervices LtH R. A . SPAY-MEDICAL CLINIC CONC . RM. DESIGN M REAR or' BLDc,. Load Case Results M* Load' *Axial @ LJ Shear M. LJ BM 0 LJ Axial M GJ Shear M GJ BM M GJ No. Case (kips) (kips) (K-ft) ( kips) ( kips ) ( K -ft- ) 2 0 . 000 20 . 927 101 . 308 0 . 000 - .3 . 377 8O . n71 3 0 . 000 19 . 675 95 . 247 0 . 000 76 . 127 4 0 . 000 1 . 592 47 . 755 0 . 000 -- 1 . 592 -23 87n 5 0 . 000 19 . 083 47 . 491 0 . 000 . 1 . 981 100 . 004 6 1 0 . 000 . 481 -- 1 1 . 54 1 0 , 000 2 . 019 0 . 000 2 0 . 000 3 . 377 -80 . 971 0 . 000 14 . 1711 0- 000 3 0 . 000 3 . 175 --76 . 127 0 . 000 13 . 125 0 . 000 4 0 . 000 1 . 592 23 . 878 0 . 000 - 1 . 592 0 , 000 5 0 . 000 1 . SA3 100 . 004 0 . 000 14 q 17 () 1 000 7 1 5 . 874 . 026 . 274 --6 . 73? - . 0'6 0 . 000 2 4 1 . 12 45 1 F34 1 . 930 --4 1 . 235 184 0 . 000 1 38 . 768 173 1 . 814 -38 . 768 173 0 . 000 4 17 . 766 - . 279 -2 . 926 - 17 . 766 . 279 0 . 000 5 21 . 002 . 451 A . 740 21 , 002 .. .45 1 0 . noo 8 1 5 . 383 - . 01116 274 - 6 . '14 1 026 0 . 000 37 . 79 1 184 1 . 930 --37 . 79 1 184 0 . 006 35 . 530 173 1 . S 14 -35 . 510 173 0 . 0011 4 18 . 187 . 279 2 . 926 - 18 . 1 A", 279 0 . 000 5 17 . 143 4 r) 1 4 . '740 - 17 . 343 . 45 1 0 . 000 Load Combination Results Mem Load Axial 0 LJ PM M LJ Axial 0 01 Sheet, M (31 em 0 GJ No . Comb (kips ) (kips ) (K-ft) (kips ) (kips ) (K-ft) 0 . 000 49 . 921 0 . 000 0 . 000 11 . 811 3 14 . 40 1 0 . 000 22 . 656 0 . 000 0 . 000 8 . 221 119 . 091 0 . ono 52 . 2'34 0 . non O . floo q . 4 9 A 352 . 571 71 0 . 000 II . 11 -3 14 . 401 0 . 000 73 . 543 -389 . '776 O . Oon - 119 . 091 0 . 000 39 . 09A -271 . 289 0 . 000 9 . 498 152 . 571 0 . 000 71 . 230 --313 . 437 -- . 587 58 . 315 383 . 607 . 987 ? . In5 70 . 213 2 ISO 57 . 056 273 . 179 - I a 0 936 16 1 . '167 :30 . 476 302 . 294 1 Os I396 -56 . 426 4 t 587 2 . 195 70 . 2 1 ? SA7 54 . 925 -3 17 . '766 18n . 936 -- 161 . 767 -- IAO 95 . 114 245 . 0118 3 - 1 . 061 '1 . 1r,15 56 . 426 1 . 061 25 . 714 -231 . 60p 5 1 0 . 000 66 . 9 to ?23 . 934 0 . 000 - 10 . 71n 258 . 943 2 0 . 000 36 . 17'7 ?43 . 199 0 . 000 --S . 107 A8 . 926 3 0 . 000 64 . 212 212 . 751 0 . 000 --8 . 092 i99 . 525 0 . 000 10 . 198 258 . 933 0 . 000 473 . 12? 0 . 000 2 0 . 000 8 . 107 -98 . 926 0 . 000 19 963 0 . 000 3 0 . 000 8 . 0911 .-299 . 525 0 . 000 4P . 07S 0 . 000 r1--FRAMF t 1f1PMt- P last ir non lys is I-e-tilts J MIC01. 1 St-r- No. 04 28 Aug 89 02 : 12 mm ,+gar ^��f t�k 5�ry Ices Ltd R , A. GRAY-MEDICAL CLINIC r'rtN(; . 8M. DFSFrN M REAR r)F RL.DG. Loa.d...Comb.i.na.tion Results Mem Load Axial M LJ Shear (e Li BM @ LJ Axial M GJ Shear m OJ BM (a r, 1 No. Comb (kips) ( kips ) (K--ft) ( kips ) (kips) (K-ft ) 7 1 131 . 858 5nl 6 . 169 - II1 . 060 - . 597 0 . 000 96 . 151 . 180 • 1 . 889 9'7 . 356 . 180 0 . 000 101 . 856 1 . 061 11 . 143 - 102 . 858 - 1 . 061 0 . 000 fi 1 i20 . 843 - . 587 - 6 . 169 - 122 . 045 . 5817 0 . 000 91 . 1160 . 180 1 . 899 - 92 . 562 _- . 190 0 . 000 3 89 . 925 - 1 . 061 11 . 1414 -91 . 129 1 . 061 0 . 000 Not f%!-, 1 . Poe, if, ivm .axial ar,t in the positives Irr.ar l (member ) x dircc Cion . ' . PnitivP sheer forces act in tlyr rn, itiva local (member ) y direction . 3 . Posit. Ive banding mnm�.nC qc:t crit-rnt:e+t r. lc)Ckai�e . ** MEMBER SIRESSES *. Load Case Results *,em Load Joint Axial Shear Bending top Normal Bot Normal No. Case No. (psi ) (psi ) (psi ) ( psi ) (psi ) 1 I 1 0 . 0 0 . 11 0 . 0 t o 2 0 . 0 _95 . 3 -9, . :3 95 . a 0 . 0 0 . 0 0 . 0 0 . 0 2 0 . 0 - 668 . 8 --668 . 8 668 . 8 3 1 0 . 0 0 . 0 0 , n 0 O 2 0 . 0 -6?_ R . 8 -628 . 171 62P . 8 4 1 0 . 0 1 . 0 0 . 0 0 . 0 0 . 0 157 . 7 . 7 152 . 7 5 I n , 0 0 . 0 0 . 0 0 . 0 2 0 . 0 -781 . 6 - 79t . 5 791 . 6 2 1 ? 0 . r) :4 0 . 0 118 . 0 118 . 0 - 1in . 0 ` 0 - 0 868 . 9 -689 . 9 F;fi 8 3 0 . 0 829 . ? 829 . 2 - 829 . 2 3 ?. 0 . 0 - 628 . 8 -•629 R 628 . n 3 0 . 0 779 . 6 779 . F - 779 . 6 2 i) . 0 152 . 7 152 . 1 - 152 . 7 3 0 . 0 305 . 5 305 . 5 -305 . 5 5 2 0 . 0 781 , 8 -781 . 6 78I . F 3 0 . 171 474 . 1 474 . 1 -4 74 . 1 1 3 2 116 . 2 116 . 3 t16 . 0 4 2 -2 1 . 4 2 1 . 221 5 2 3 1 . 1 916 . 1 917 . 3 -815 . 0 4 1 I - 149 . 3 •- 148 . 2 150 . 5 3 I . I 757 . :3 76n . 4 765 . 2 4 1 1 140 . 4 - 139 . 3 141 . 5 4 3 1 7 3 .5 . 4 323 . 6 -3?7 . 1 P FR.AMr l_ nsyeis re^rrlrs ;tr No . n4 iJtrnl I ServicPs Ltd R.A .k'RAY MEDICAL 1, INIC CONC . SM. DESIGN (P REAR OF SLOG . fad Case Results M.e..m Load 1. . .. J.o,i...n,t Axial Shear Bending Top Normal Bot Ncrmai No. Case No. (psi ) (Psi ) (psi ) (psi ) ( Psi ) -506 A -.50P 5 905 . 0 3 2 . 8 441 . 9 444 . 7 .-439 . 1 4 2 . 8 :3656 . 4 169 . 2 -,363 . 1 . 2 21 . 5 4 . 2 -21 . 4 -21 . 2 Q6 , - 96 . 4 -96 . 1 149 . 3 -. 148 . 2 150 . 5 r I I 676 , n 677 . 2 - 674 . q 139 . 3 14 1 4 - 140 , 4 5 11 635 . 6 636 . 7 -634 . 5 7 506 . 8 --508 . 5 505 . 0 4 4 1 7 344 8 :34 3 . 0 3 4 6 5 5 366 . 4 369 . ? - 3613 . 5 5 4 2 . 8 11193 . 6 288 . 0 b 2 . R 290 . x1 5 0 . 0 99 . 1 9R . r--78 . 5 --7A 5 78 . 5 2 5 0 , 0 689 . 2 689 . ? --689 . 2 6 0 . 0 -550 . 8 --550 . 8 550 . 8 3r, 0 . 0 647 . 9 647 . 9 --647 . 9 6 0 U ..5 17 - 9 --5 17 . 9 '; 17 . q 4 5 0 . 0 324 . 9 --324 . 0 0 . 0 162 . 4 162 . 4 - 162 . 4 6 323 . 1 323 . 1 -323 . 1 5 5 0 . 0 6 o n Fin . 3 6110 . 680 . 1 6 0 . 0 -7q -78 . 5 7A . 5 7 0 . 0 0 . 0 0 . 0 0 . 0 2 6 0 . 0 -550 8 --550 . 8 550 . R 0 . 0 0 . 0 0 . 0 0 . 0 0 . 0 - 517 . 9 -5 17 . 9 5 17 . 9 7 0 0 0 . 0 0 . 0 0 . 0 6 0 . 0 162 . 4 162 . 4 - 162 . 4 7 0 . 0 0 . 0 0 . 0 0 . 0 6 0 0 -680 - 3 - 680 . 3 680 . .3 7 0 . 0 0 . 0 n . 0 0 . 0 t 3 74 . E' 3:1 . 5 1 . 4 8 8 0 . 0 --85 . 8 - 85 . A 235 . P .. 289 . 5 -761 . 1 -525 . 3 0 . 0 --529 . 3 --525 . 3 -493 . 9 2'2 '1 7 --272 . 2 7 , .5 . r, A -49.1 0 . 0 --493 q -49:3 . q 357 . 5 -583 . 9 1 :3 1 . ',' 1 .26 . 3 -2.26 . 3 -226 . 3 8 --226 . I 0 . 0 -267 . 5 579 . ? 311 . 7 15 3 8 6 7 . 9 0 . 0 267 . 5 267 . 5 --68 . 6 -13 . 5 . 35 . 1 0 . 0 -7q . 5 - 79 . 8 481 . 4 .-235 . 8 --7 17 . Str No. 04 r*,- FRAMF L fneell' Flk'stic M11-11Yqisresrtlta nb A Sof tel: !-lervice- 1A,d R.A .GRAY-MEDICAL CLINT(,' C:ONC . SM. DES TON (M REAP Or n1 nr, . jad Case Results Mem Load Joint .Axial Shear Sendinq Top Normal Bot Normal No. Case No. ( psi ) (psi ) (psi ) (psi ) (psi ) . 481 . 4 0 . 0 4 1.1 1 -4 P 1 . 4 -452 . 6 -221 . 7 -674 . : _23(1 . 9 452 . 6 0 . 0 V,2 . 6 -451 . 6 . 231 . 7 357 . 5 11 ?5 . 9 -589 . 2 - 2? 1 . 7 ..220 . 9 --579 . 2 --800 . 2 358 . 3 2 20 . 9 L_;: ad Combination Results Mpm Load .Joint Axial Shear Bending Top Normal Bot Normnl No. Comb No. (Psi ) (psi ) (psi ) (psi ) ( Psi ) 0 . 0 0 , 0 0 . 0 0 . 0 0 . 0 .-2 , 13P . 8 111 , 138 . 8 0 . 0 0 0 0 . 0 0 . 0 (1 . 0 810 . 1 0 . n 0 . 0 0 . L 0 0 n . o _ i , 398 . 4 -P , 398 . 4 1 , 399 . 4 2 0 . 0 -2 , 138 . 9 -; . 1 ,3 q 8 2 , 1 3A . P 0 . 0 p , 651 . 5 ; , r,r, I 5 - 0 n -din . I R10 . I Rif) . I 1 , 845 . 5 1 All 15 . 0 . 0 --2 , IqP . 4 3PS . 4 0 . 0 2 , 1 12 2 1 7 F 60F, . 9 7 477 . 6 -4 74 0 48 1 . 3 1 , 85A . 4 1 857 . 2 -1 , 850 . 1 100 . 5 1 , 101 . 6 1 , 099 . ? 2 . 051; . 4 2 , 063 . 1 --2 , 049 . P 6 -3 A; , S 390 . r, -17*7 2 1 - 4 17 . R 474 . 0 4S I . :3 5 3 . 7 2 , 16 1 . 7 2 , 165 , :3 2 , 158 . 0 10n . 5 -- I , 101 . 6 1 . Oq9 . :3 5 1 1 667 . 3 1 666 . 1 1 , 689 . A 1 4 6 . 6 383 . e 100 5 9 6 . 6 1 575 . 6 1 . 582 . 2 1 ' 968 , 9 9 1 5 0 . 0 ? , 203 . 6 2 , 7,01 . 6 F; 6 0 . 0 1 76 1 A 1 . 761 4 1 761 . 4 5 0 . 0 1 65 4 4 1 , 614 4 1 , 6';4 . 4 6 -604 . 604 . 9 5 0 . 0 1 , 65 1 . 4 1 , 65 1 . 4 1 , 65 1 . 4 0 . 0 .-2 , 011 . 6 -2 , 037 . 6 2 . 037 . 6 0 IF; I . 4 'IF; 1 . 4 1 , 161 . 4 7 0 . 0 0 . 0 0 . 0 0 . 0 2 6 0 . 0 604 . 9 __604 . 9 6n4 . 9 7 0 . 0 0 . 0 0 . 0 0 . 0 11 F RAMF t. f iivev F t is Atin I y^ is r,f%rj., I is I Stv Nr.,. 04 N I 28 Aug Pq 01' : 12 a c)I t P k S)(,I,v I c,v!r L t.,ri R . A . GRAY-MEDICAL CL INTO C()N': nm, D�'.SISN M REAR OF BLDG . L�-ad Combination Results ................................................................................... Mem Load Joint Axial Sheer Bcnding Top Normal Bot Novniil No. Comb No. (psi ) (psi ) (psi ) (psi ) ( psi ) 0 . 0 .." , 037 . 6 , , 0:37 . 6 2 , 03-7 . 6 0 . 0 0 . 0 0 . 0 0 . 0 7 I 3 1 . 6'71 . 1 753 . 8 --925 . 9 --2 , 433 . 5 8 - 1 , 699 . 0 0 . 0 -- 1 , 699 . 0 .. 1 , 695 . 0 2 3 .. 1 , 724 . 9 - i30 . 9 - 1 , 455 , P -994 . 0 240 . 2 0 . 0 ?40 . 3 3 - 1 , 2r,F . 0 1 , 161 . 6 66 . 6 -2 , 656 - r 8 1 1 1110 . 3 0 . 0 1 . 110 . 3 1 , 3 10 . 8 1 9 1 . 539 . 4 --75.1 . 8 -2 . 293 . 2 -'785 . 6 q I , 554 . 7 0 . 0 554 7 1 554 . .7 2 5 1 , 163 . 8 ?10 . 9 --932 . 9 1 , 3q4 . 7 9 - 1 , 179 . 1 0 . 0 1 . 179 . 1 -- 1 , 179 . 1 .3 5 - 1 , 14t; . 5I , :1(-, 1 . 6 17 ,0 7 . 2 216 . I 9 - 1 , 160 . 9 0 . 0 1 , 160 . 9 Notes I . A x. 1 a 1 s t i f,r,t-, is positive frw ten ion . 2 . Shgar c;tress is rositivo for ros I t i vp shear Bendinq strf-�S Is for top of n1wi-ber . Sendlricj -,tvF%sc; fm positiwP fol 4 Top Normal stress - Axial i Snnditva . Bottom Norm,41 ,tress. Axiol - Fintid i nq . P---'-RAMF I. insmar Fln-t- ir atinly!ii.; vPv;kj1ts- 3tr No. 01 J . N I C01. 1 28 Auri 89 02 : 1 mm ......,............ au....«..naxe....roi.u.aei.vrv.d:alnY,M+i4w.Fa'ItrWilai.'ldd�Y .. NuiafWabJMAM,eu.,.waw lindelorres; _ eoNttry_. --- ...----_ _- ScAle V _ 19.4116 ft 3 d ndefo►wed-Gtow.try-_,_.__._._-. i I'ndeforned Gernetry _ _____ —___._ Scale_1"_.=_19.4116_f i. CmMution lk 97.0 _ ,19 l5f3 31 .... ........... .. 7y8 kips . ........................ .................. ................ 53 5 lips 5-7.oz, ................... .................................................. 6 S. 21 ................ ......... ........... .......... .. ............. 25. -77— scale ................. .............................. 2 Mownt Diajitk _ Soule 1"�6a7,6532 Kart ................I ............. ndeiorrleaGeonetrx.---- _. _ _.--_----.--_-.—.____-- --.---Scale_V =_19.4116_ f.t, 3 SA 3.508 -1,900 -3,588 3,508 -3,588 Seale 1"= 19,4116_ft L_ ndefor"ed GeometryScale !" =._19,4116 ft 38 1 638 3,508 3 588 T CAI c -DI tupcp ot i � 1 I� i I TRI • CRY DRAFTING, S&I ON( RIDGE DR. GLADSTONE, OREGON 97027 j (boa) NO-NO _ Tq End w�ex— ToV1j Trz�G. I Gam.!m I' PuN T►LJF: ALA_ 77 z St r �Arc� F3I�AC INC �R SU5 t�END�� G�ILINCS � ILIJNTERSLCPE NAr•u�.S GoIvNE3�r1oN C vlr=r IF Moa'- rWA-4 1;c OUT Of ?0 i�e OP M APFv EV PLUM h rrPre ANP HevB c�A�a+L�rr 4--OUn. %I ww (.TQC ruR� NWITIONAL H"G;24 61.1.. —D12AC1 6�cuRE ALL M2Mr3ERS K/IN - HAJ,k- 7v "0 0"oa PE5;ZIME1E2 PAJILaWo GRASS RUN N S,2 5,TAJ3D.LIZeR P Fir FST ,V m4 TtZhF'EZE �TNEEN A{,l„ MAIN VDNNEZS �� VUCTe4OZK M Mr!�as L� _ - - —LL•— - - 4—___ -- --_-_ — AND orl-4M P IMer�rz, M44H 12UNNEKs Ca4fgL 1 .03 v3- g 1 ,$UrJPOM-T W/ 12 W12,E Ca 4"04- -,Cy t 'ek-0"10 6 MIK• - _ 12'O'9c MA•KA-Y ' LA,TV44L BZ44IN6; e,21% tACH K&Y. MNN EUK.NK�TV C-TLe-TU" . rEa;N KITH IN 4'or- P5AMr-Ttri 4 v Fr4cm CFoss Mem,56i: �_ Clzoss sEc.TIc�N SD -C<-.LE ar +� � +er +� ■r �s �[ r7) D ) C, U jCU 1\1 I L u4 4NwAT - (64 Vm TA i i a cI IE n i �' �►cam,� --__ aa �� 1 -C`oaC . r:t"\ . - 1 -e qw yr +an wiv �a ■r CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 89-17 TIGARD MEDICAL CENTER (R.A. GRAY & CO. - APPLICANT) APPLICANT: A request by R.I . Cray & Company (Tigard lledical Clinic- property owner) for Site Development Review approval to allow conetructi.on of an approximately 7,700 square foot medical office building on a 0.81 acre site zoned C-G (General Commercial). Location: 13200 - 13230 Pacific Highway (WCTM 2S1 2CB, tax lots 2200 and 2300) . Decision: Notice is hereby given that the City of Tigard Planning Director's designee has APPROVED the above described application subject to condition listed on pages 5 through 7 of this report. Certain conditions must be satisfied prior to the issuance of a building permit for the proposed development. The findings and conclusions on which the decisio!: is based are as noted below. A. FINDING OF FACT 1. Backqround No previous land use or development applications regarding these parcels have been reviewed by the City of Tigard. On January 20, 1976, the Planning Comm]-13sion approved a conditional use request (CU 2-76) for development of the existing Tigard Medical Clinic building on adjacent tax lot 2301 to the north. 2. Vicinity Information Properties surrounding the site aze also zoned C-G except to the east where properties are zoned R-12 (Residential, 12 units per acre) . A tree covered bank rises behind the clinic property providing a topographic and vegetative separation between the subject parcels and properties to the east. Surrounding land gees include the existing Tigard Medical Clinic building to the north; 1 variety of commercial uses to the west on the opposite side of Pacific, Highway; Settniker's Auto Repair, the Hub Furber. Shop, and two single family residences south on the access road to the Tigard Marketplace Shopping Center; and the Pearl. Ann Apartment complex to the east. 3. Site Information and Proposal Description The 0.81 acre site is currently vacant except for a gravel. extension of the Tigard Medical Clinic's narking area. The parking area is located in a depression that runs throughb the eastern porticri of the lot. The remainder of the lot is covered with a number of tall trees and low grasses and weeds. The site is located at the signalized intersection of Pacific Highw_ - and the frontage road serving Tigard Marketplace. The frontage is curbed but does not include a sidewalk along its full length. NOTICE OF DECISION - SDR 89-17 - TIGARD MEDICA! CLINIC (R.A. & CO. - APPLICANT) Page 1 The applicant proposes to develop an approximately 7,700 square foot medical office building on the oJte. The building will be built into the slope of the property such that the building will appear to be a single st,+ry building from the west but will aprear as a two story buildir3 from the east. The first level of the building will be a cove-:ed parking area. Arcess to the site will be provided through a 24 foot- wide driveway from the frontat-a road as well as through the driveways onto 'crewing Street fro, he F,xisting parking lot for the first Tigard Medical Clinic bui. tng. The site plan indicates that a five foot sidewalk will be co, `.ructed along the frontage road. The site will. include 50 parking spaces including 17 covered parking spaces on the Dui.lding'e first level. Pour bicycle rack parking spaces also will be provided on the building's first level. One designated handicapped park'.ng space will be loc.-ted near the main entrance to Che building. The site plan indicates that there are presently 35 trees with a diameter of six inches or greater on the site. Seven of those trees are noted as needing to be removed to allow construction of the building and parking lot. existing vegetation will be retained In the southeastern corner of the site and a .ong the eastern sedge of the site. Three large trees are shown to remain within the public right-of-way in front of the building. 4. Agency and NPO Comments The Wngineering Divistar thas reviewed the proposal and has offered the following comments: 1. The site fronts tc SW Pacific Highway and a frontage road along the highway. There is a portion of undeveloped right- of-way between the highway and site. The proposed driveway is within the highway r1ght-o' --way and will require a permit from the Oregon State highway Division. 2. Access to SW Garratt Street is provided by two exicting dri—wave that a1 o provide access for the parcel to the northeast. Thip ac. -ss will require a common access driveway agreement between tl!e owners of each parcel. 3. Along the frontage cf the site, SW Pacific Highway is improved with a curb and sidewalk while the frontai_le road is improved with a curb only. 4. Existing easements for the public storm and sanitary sewers are not shown. A map showing the easements should be provided to ensure that improvements are not encroaching upon the easements. NOTICE OF DECISION - SDR 89--17 -- TIGARD MEDICAL CLINIC (R.A. & CO. - APPLICANT) Page 2 required at one space per 200 square feet; 50 spaces provided) , designated handicapped parking spaces (one required; one provided) ; and bicycle parking (4 spaces within a bike rack required at one ea apace he 15 cars; 4 provided) . Seventeen of the auto parking spaces bicycle rack will be located within the buildinglssement. Detailugh not on the type of bicycle rack will need to be p.rov required, the City suggests that at leant one of he covered parking spaces be designated and sized for handicapped parking. The site plan provides for retention of existing trees which will satisfy Code requirements for street trees, parking area trees, and a landscaped buffer along the site's eastern side. The difference in elevation between the subject site and the properties to the east makes the normally required fence along a border between the C-G zone and residential zones unnecessary. The site plan appropriately limits the number of trees that --ill need to be removed to build the proposed building and parking area. However, an arborist's report on methods to be utilized to protect the remaining trees during construction wi._i need to be submitted to the Planning Divt_sion and approved prior to clearing or construction on the site. The site plan indicates that a 20 inch diameter cedar thin the public right-of-way will be retained within the required vision clearance area at the driveway entrance. In addition the landscapingplan also cause o calla for a variety of plant types which have the potential interference wi.th vision at this intersection. I►► order to provide appropriate vision for drivers exiting the site as well as drivers along tha frontage road, the cedar tree and other vegetation will need to be kept trimmed so that branches will not block Vision between three: and eight feet above grade. Tile building i.s proposed to straddle the boundary between tax lots 2200 and 2300. The applicant proposes to combine the tax lots so that this situation will not exist. The legal description for the combined lot will need to be submitted for the Ci-ty's review prior to recording the lot combination with Washington County. No sign location or sign descri-ption was provided as part of the Site Development Review application. Tigard Medical Clinic has previously indicated to the Planning Division that the existing sign at the corner of Pacific highway and Garrett Street will be replaced when the new building is constructed. A sign permit must be obtained pr.;-or to erecting the new sign. C. DECISION The Director's designee approves Site Development Review SOR 89-17 subject to the following conditions: BUILDING PERMITS WILL NOT BE ISSUED ;INTIL THE CONDITIONS LISTED BELOW ARE SATISFIED OR A PERFORMANCE ASSURANCE POSTED. NOTICE OF DECISION - SDR 89-17 - TIGARD MEDICAL CLINIC (R.A. & Co. - APPLICANT) 1 Page 4 5. If the storm sewer immediately upstream of the site was improved, the existing public storm sewer within the site would probably be of ii.adequate capacity. Since improvements to the upstream and dowrAstream portions of the sewer are not proposed, improvements to the portion of the sewer within the site should not be required. Ho4ever, if the sewer is not improved, the applicant should show that it is of sufficient capacity to limit damage caused by storm water runoff to an acceptable level. 6. Sanitary sewer service is available from the public sewer within the site. Since tL-tre have been several incidents of sewage backing up into the Lasement of the building to the northeast, the need for a backflow preventer sh-)ald be evaluated. The Washington County Consolidated Fire District has reviewed the proposal and has commented that prior to issu ►nce of a building permit for the project, the applicant shall commit to provide fire hydrants consistent with the Uniform Fire Code or else demonstrate that exieting fire hydrants satisfy the Fire Code requirements. The Oregon State Highway Division hab reviewed the proposal and has commented that the curb along the site's Pacific Highway frontage is only 2 inches high where a 7 inch tall curb is required. This curb should be replacers. An accfse permit must be obtained for the new driveway. Information on t-re traffic 819i:91 loops and striping shall. be submitted along with the access penait application so that the relationship between the access and the signal can be assessed. The City of Tigard Building Division, the Tigard Water District, General Telephone and Portland General Electric have reviewed the proposal and have offered no comments or objections. No other comments were received, B. ANALYSIS AND CONCLUSION The R.A. Gray and Company proposal to develop a second building for the Tigard Medical Clinic conforms with Commun'._ty Developmen' Code C-G (General Commercial) zoning district requirements for use (medical and dental clinics are a permitted use) , minimum setbacks Erom property boundaries, building height (maximum building height proposed is approximately 25.5 feet; 45 feet is the maximum height permitted), maximum site coverage (85 percent cnax.tmum coverage allowed; 63 percent coverage proposed) , and landscaped acre (15 percent minimum landscaping proposed; 37 percent proposed) . The proposed access to the fron age road is appropriately located and complies with Code driveway width requirements. The proposal also complies with Code requirements for number of parking bpace9 (39 spaces IiOTICB OF DECISION - SDR 89-17 •- TIGARD MEDICAL CLINIC (R.A. 6 CO. -- APPLICANT) rage 3 1. Prior to any site clearing or grading, an arborist's report shall be submitted which outlines methods by which trees to be retained will be protected during and after construction. Staff recommends that the report be prepared after a visit to the site by the applicant, the arborist, and a representative of the Planning Division. STAFF CONTACT: Jerry Offer, Planning Division. 2. Prior to any construction on the site, fencing with a minimum height of 6 feet shall be installed around the drip line of all trees proposed for retention. The fencing shall be inspected and approved by the consulting arborist and the Planning Division prior to permit issuances. Any later land clearing work within the drip line shall be performed by hand. A qualified arborist shall Inspect the site a minimum Of one time per week during construction to ensure that the tree preservation program -)unlined in the above- mentioned a.rborist'e report is being fol.lowed. STAFF CONTACT: Jerry Offer. 3. A tree removal. permit shall '1jemibtainedlpvior not be any tree ed for:removal on the site. Removal p rees designated for protection in the approved onsubtingtarboreport rist. unless sufficient cause is verified by thi CONTACT: Jerry Offer. 4. The applicant shall obtain a permit from the State of Oregon Highway Division to perform work wi•. hin the right-of-wayofftSW Pacific Highway (contact Lee Gunderson,229-5002.) . A copy permit shall be provided to the City Enq.'.neering Division prior to i.snuance of a public improvement permit. STAFF CONTACT: Gary Alfson, Engineering Division. 5. A joint use and maintenance agreement shall be executed and recur:led on City standard forms for the driveways shared by the two parcels involved in the two phases of the clinic. The agreement shall be referenced on and becomes part of all applicable parcel deeds. The agreement shall to approved by the Engineering Di- Ision prior to recording. STAFF CONTACT: :ion Feigion, Engineea_ing Division. 6. The proposed privately-operated and maintained parking lot and/or roadway plan-profile and cross section details shall be provided as part of the public improvement plans. STAFF CONTACT: Gary Alfscn. 7. The applicant shall provide for roof and pavement rain drainage to the public stormwater drainage system or by an on-site system designed to prevent runoff onto the adjacent property. STAFF CONTACT: Brad Roast, Building Division. R. If the applicant chooses t improve the lxist ng cpblicstorm sewer, seven (7) sets of 3lan of p frFimprovement construction plans and one (1) item i zeci Cnrist.Cilr-t.i on cost eetim _e, NOTICE OF DECISION - SDR 89-17 _. TIGARD MEDICAL CLINT(' (P.A. F Co . APPLICANT) Page 5 IT -IWAW IR' prepared by a registered Professional Engineer, shall be submitted to the Engineering Division for approval. If the public storm sewer is not improved, the applicant shall submit storm drainage calculations showing that the 25-year storm will be confined to the parking lot asd the 100-year storm will not enter occupied portions of the builiing or obstruct access to the building. STAFF CONTACT: Greg Berry, Engineering Division. 9. Standard concrete sidewalks, curb, driveway apron, and streetlights shall be installed along SW Pacific Highway and the frontage road. A location sketch and itemized construction cost estimate of the improvements shall be submitted to the Engineering Division for approval. STAFF CONTACT: John Hagman, Engineering Division. 10. Construction of proposed public improvements shall not commence uni.il after the Engineering Division has approved public improvement plans. The section, will require a 100 percent performance assurance or letter of commitment, a. development- engineer agreement, the payment of a permit fee and a sign installation/streetlight fee. Also, the execution of a street opening permit nr construction compliance agreement k1hall occur prior to, or concurrently with the issuance of approveid F blit improvement plans. STAFF CONTACT: .John Hagman. 11. The applicant shall submit a site map showing the existing easements for the public storm and sanitary sewer passing through the site. If either sewer is without an easement, a fifteen foot wide easement shall be provided and recorded on City standard forms. The easement shall be approved by the Engineering Division before recording. STAFF CONTACT: Jon Feigion. 12. The applicant shall submit an evaluation of the need to install a backflow preventer to the sanitary sewer service line. STAFF CONTACT: Greg Berry. 13. An access permit must be obtai: �d from the Oregon. State Highway Division (contact Lee Gunderson, 229--5002) . Information on the relationship between the driveway's location and the traffic signal loops and pavement striping on the frontage road should be provided as part of the access permit application. A copy of the approved access permit shall be provided to the City as part of the public improvement plan. STAFF CONTACT: ,John Hagman. 14. A legal description combining tax lots 2200 and 2300 shall be submitted for the City,s review and approval prior to recording the combination with Washington County. STAFF CONTACT: Jon Feigion. THE FOLLOWING, CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF AN OCCUPANCY PERMIT (STAFF CONTACT: JERRY OFFER, PLANNING DIVISION) . 15. All landscaping materials shall be installed an per the la�ldscaping NOTICE OF DECISION - SMI S9-17 - TIGARD MEDICAL CLIN?C (R.A. & CO. - AP.PLICANT) Page 6 y P� IIGARD ELEMENTARY _ SCHOOL ' ATkINS Pt 1O7�h S.W. RANT CT. �. %l DERRY D LL CT y0 P H C. S.Vt COOK LN. Py N VPS w O� \ C) C2 Al A EM WAY Al. L v � - P > S.W. HIL_/1 ST. \yl S W �n N I ---- a y `• ri Jl C.1� HIL_VIEIV - - - w S.W. 3 2 S^ - -- Mc10ONALD — = IU II W o > n -- a -T CLR3SE ST ��V 3 ui a - N r, Ve DRIFT JAN v CT a � ui plan. Vegetation within the required vision clearance area shall be trimmed so that there will be no visual obstructions between three and eight feet above grade. All public improvements and other site improvements shall. also be completed. 16. A sign permit shall be obtained ;prior to the erection of any sign. Sign location, size, and number of signs must be in accordance with the provisions of Section 18.114 of the Community Development Code. THIS APPROVAL IS VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE FIN?tL DECISION DATE NOTED BELOW. D. PROCEDURE 1. Notice% Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant & owners XX Owners of zycord within the required distance XX The affected N—tghborhood Planning Organization XX _ Affected go7err•.cental agencies 2, Final Decision: THE DECISION SHALLBE FINAL ON UNLES_S AN APPEAL IS FILED. 3 Appea_1: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and dsection 18.32.370 of the a written appeal community Development code which provides must: be filed with the CITY RECORDER within 3.0 days after notice is given and sent. The deadline for filing of an appeal is 3:30 P.M. 4. Questions: If you have any questions, please call the City of Tigard Planning Deparr.men'_, Tigard C. ty Hall, 13125 SW Hall Blvd. , PO Box 23397, Tigard, Oregun 97223, 039-4171. 17 er, Assistant Planner �DA�TZ PRFPARBD - Ys / rr - W DATE APPROVED Keith Li en, S.�nlann•�r cp/JDORA';RA NOTICE OF DECISION - SDR 89-17 - TIGARD MEDICAL CLINIC (R.A. & CO. - APPLICANT) Page 7 w T16;A7_ � w PLAN 1�{EEK APPLICATION cITY® rnroFrwxl PLAN CHECK N -� �� / PF_Rf'3L'f (l CUMMUNffY OEVELOPMENl DEPARTMENT- DATE ISSUED urnsrw.�wo+.s.r o-a,�r�r.Tb-.doR•va• � AX MfiP/LOT 7011 ADDRESS: .ZJ` �� '- 2.�- m-i L I —,sem- LAND LOT: 4 d Still: _ , VALUATION: -__.�=.7 SPECIAL NOTES REISSUC Of: J ---- NEu>El� _ LAST f,[I5SUE: ADORESS: _-- ---- — FLO00 PLAIN/ -- SENSYfIVE LANG: _ P1KxUE' -_-- — APPROVALS REQUIRED -- PLANNING: — QONnACTOR ENGINEERING: --- NAME-_ FIRE OEP1 - AnORESS: — _.._ PI{OIUE' LIST/SUBO0WTRACTORS- BUS TAX: ARCH/ENGINEER CALCJJLATI0NS: NAME: TRUSS OETAILS: _ - ADORESS: `- PARKING PLAN: _ LANnSCAPE PLAN: -- - - -- OTHER: PHONE: -- ---- --- AMOUNT AMOUN1" P0_ CAL. DUE PERMIT H ACCT N DESCRIPTION --- - 10-432 00 Building Permit Fees - - 10--431 00 Plumbing Permit Fees -- —` - 10-431 01 Mechanical Permit Fees -- --- 10--730 01 State Bwilding Tax — Building Plumbing --.-- Mecl I ------ 10-433 00 Plans Check Fee Building - P111mbing Mech 30-202 00 Sewer- Connection - -- v-- 30--444 00 :;ewer Inspection - 51--4413 00 Street System Dev (,harge (SDC) --- 52--449 00 parks System Dev oxarge (POC) 31-ASO UO Storm Drainage Syst Dew Chrg •�- 10-230 09 1RfD 10--230 06 Washington County fire (fl (951.) _-.-�---- -' 10-220 00 Amart/Wedgewood - - - ---_ 1UTAt _ REC It _ APPLICANT SIGNATURE. Date. Received: Received By: _ cn/350713/16P BUILDING PERMIT APPLICATION TIC ARD DATE ' N° 0277 THE UN'DERSIG'NED HEREBY APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED t9 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLAINS AND SPECIFICATIONS. OWNER PHONE__ NER 9tn,rssd c.; a—__ADDRESS �}Z3V Dial." � D=1.4r)...tts ENGINEER _BUILDER PHONE STRUCTURE El ❑HEV, _ ❑REMODEL PJAADDITION ESIGNER----- 1 J RESIDEN(;E 11--�� --__�REPA_ IR--- OgENEWAI —_QFIRE DAMAGE / ❑COMM ❑EUUCATIUNAL LIGUV'T ❑RELIGIOUS❑PATIO ❑CAR PORT UDEMULITION �IIBON�p _Q MOVING _QGARAGE 0 STORAGE QSLAB ❑FENCE ❑CONDITIC�USF ODESIGN REVIEW S1�CUPANCY _ LANV USF COUiqCIL APPROVED _Q51GNS -----_BLDG, TYPE ----' (]�m('11{„.9h Cr{.Jb3 i 1. FIRE ZONE_ PLAN CHECK BY— a'_! t0�.1 �Ccy; 1'a�� L�tib11A1r8fl$ L9(1 HEAT_ laav�t .1.(- rala11Ianabls FLOOR LOAD — —~ BUI --- __ HEIGHT !-DING DEP _ NO,STORIES DEPARTMENT — —�-- --- SET BAS FRONT —" -- AREA VALUE Permit — --CK-- REAR ----- ---- Ll iSIDE ---_ __ --RIGHT SIDE Plan Check THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING-- ODE _ REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Recording — WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND N COMPLIANCE AE ZONING ALL APPLICABLE CODES AND ORDINANCES. TAE ISSUANCE OF THIS PERMIT DOES NOT 1%State ��q� RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS LICENSE. SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING. WAIVE Total _ i)� ESS BY _ rf Approved APPLI AGENT AD gg --_�__— HON —`------ DATE INSP. TYPE INSPECTION REMARKS PLUMBING DATE ontractor Permit No. Rough-in Fixture Final _ HEATING Contractor _ Permit No. Gas or Oil Rough-in ----- Final SEWER Final DRIVEWAY Final Storm Drainage — Rain Drain) Final Sidewalk Curb&Street Final Approach BLDG. DEPT. FINAL TEMPORARY CERTIFICATE OCCUPANCY CERTIFICATE OCCUPANCY Final Landscaping Zoning Final , NOTICE AND ORDER TO: G. C. KohlR-_t _ c/o U. S. National Bank _ `P Q_,. B o x 3168 Portland, Oregon 97208 (Fred Schrier Estate) _ in regard to the structure located at: — 1.3230 S.W. Pacific Hwy. . Tigard, Oregon - Tax Map 251 2CB, t/1 2300 On March 26, 1975 the City of Tigard Building Department conducted an inspection of the above described structure. Pursuant ..o that inspection the building official found and determined the structure to be "a dangerous building" as described in Uniform Building Code, Volume IV, Section 302, by reason of the existance of conditions and defects in the structure. In particular, the Building Inspector has found and determined that the conditions and defects described in Paragraph (3) (4) (7) (lli) and (16) of Section 3029 Volume IV of the Uniform Build- ing Code exist in said structure to the extent that the life, health property and safety of the public are immediately endangered. NOW, THEREFORE , IT IS HEREBY ORDERED: (1) That the above described structure be abated by repair, rehabilitation, demolition, or removal , as stated in Section 202, Volume IV, of the Uniform Building Code. (2) That the necessary permits be obtained and the work physically commenced Within such time not to exceed 60 days. If the permit is not obtained/or if the permit is obtained and such work has not been physically cLimenced within the time specified, the Building Official may proceed to cause to have the work to be done and charge the cost thereof against the property or its owner. NOTICE Any person havlog any record or legal interest in the structur3 or building abov^ described may appeal from this notice and order or any action rt' the building official to Lice Board of Appeals provided the appeal is n de in writing as provided in this code and filed with the builc,_ng official within thirty (30) days from the datE of service of this notice and order. SENDER: Be spm to follow intfruefions on *Aar side PLEASE FURNISH 3ERVICE(S) INDICATED BY CHECKED BLOCK(S) (Additional churoce required for these oerviere.) Show address r—I Deliver ONLY Where delivered L,_1 to addressee RECEIPT Received the numbered article desrribed below W.T R cisfEOED Fe. 31(iNATURE DR NAME OF ADDRE55EE(Must elwsys be fl)lod In) r► uHlr�a STAIErSI ��rc�.��{— No. ENTIFIED N0. �—�FR S$E EfrS A EN IF A INSURED N0. % y N DATE D:4IVERED SHOW HERE iIM EO (On!j f requestod,and ineludo ZIY Code) I O m R y M� 2 1975 C). e fo follow insfruefions on other side SENDER: tJe sur _ _ =PLEASEISH SERVICE(S) INDICATED BY CHECKED BLOCKS)(ardfitinnat elicrgrt regWred for these service") z n �63 �i mDeliver ONLY �_delivered —� J to addresser, 3 RECEIPT o 4 p Received the numbered article described below _ a REtIISTERED N0.— SIGMATORE 6R NAME DF AOU�ESSE�iMuet always e� m) r<o r .► CERTI FiE---�-0�0. ��Y'�a„A'Y. _-- —.. $i"aNATURE DF f,ODR S Uj€NTr IFFY �• •� � 2 ;! c INSUREDN0. � Z\: :---.•� v: DATE CEUYEREp SNOW WHERE'DEIIVCREO IUnlu if rrquoetsd,and i>rcludslif'Comer e) : i a MAR 9 7 1915 ; QQ ACCOUNT NO. � TLa,�Q—�2 CODE ADDRESS__—._ � - W SHINGTON -COUNTY IS NO 0 9E HELD LIABLE FOR NFORMATION I ISTED HERLON _ ASSESSED VALUES 19 /19LAND --- TIMBER 1IMPRUAWNTS TOTAL A.V. rBOpK AGE TAXES INTEREST Walk OWNMI r ) *THIS [1FPARTMFNT DOES NOT f URNISH LEGAL D(SCRIPTIONS THE BOOT• AND PAGE IS GIVEN AND fOU MAY VIEW THE LEGAL DOCUMENT IN THE 1iECORDsw,, DIViS IN OF THE DEPARTMENT OF PECOROS AND ELECTIONS!. RFOIIESTS Fr)R INFORMATION BY PHONE W:LL SE RETURNED BY CA°J. ADM 110 2.72 The procedure for appealing this Net.ice and Order -' s set forth in `rection 501 , Uniform Building Code, 110,ume IU, copy of said sc;ction being hereto attached and by this reference made a part hereof. Failure to appeal will constitute a Waiver of all right to admin- istrative hearing and determination of th-P matter. After any order of the building official or the Board of Appeals made pursuant to +he Uniform Buildino Code shall have become Final no person to whom any such order is directed shall fail , neglect or refuse to obey such order. Any person who fails to comply with any such order ?s subject to tieing charged with a misdemeanor. In addition thereto, the building official may institute any appropriate action to abate the structure as a public nuisan e and the costs of said ahaternent may ultimately be charged as a personal ob.li.gation to the property owner or said charge may he assessed as a lien against the subject property. fated this — 26thday of March , 1975 IRussel Austin being first duly sworn, and under penalty of perjury, do hereby certify that I served a true and correct copy of the within notice and order by mailing un the 26th day of March , 1975 , a copy of such notice and order, by certified mail ,' postage prepaid, return receipt requested, to; G. C. Kohlert c U. S. National Bank P. O. Box 3168 PorfTan-d, Oregon 9770 , each of—said persons`respectively , —' being the address of assessment roll of the cunty orasak.nownit atto( the bars uilding official . INSPECTION NOTICE City of Tigard Building Department l P 0 Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested_�--.--_—__-- Ti a A.M._s!P.M. Address �/_ " _, -- Permit # Owner Lot # _ Builder The following Building Code deficiencies are required to be corrected: _ p� Presented to — �'``� "_proved Inspector _�� ❑ Disapproved Date CALL FOR REINSPECTION C7 YES Cl NO CITY OF TIGARD 13125 SW HALL BLVD. I'LUMI3ING PERMIT P. O. BOX 23397 Applicants must hold Oregon Registration to conduct a plumbing T I GARD, OR 97223 ,wsiness or must be property crwnei/operator not hiring outside help. (503)639—4175 �i^� Na....of Dere Plurlbing Pert N<,I �/3 f)eacripfiun ORS 814-21-610 DUAN. PRICE AMT Job TVI(,pt Map.Na. Address _ FIXTURES Lot Block - SubdMsbn Sink7.50 Lavatory _^ 7.50 _ Name cx name T -� -- - ` _ Tub or Tuh/Showef Comb. 7.50 arrng asci - Slloweronly — _ -_�- 7.50 t Water Closet_ 7.50 / Owner Cly/ to ZrP — Dishwasher 7.50 1e Garbago0isposal - -- 7.50 _ Washing Machine 7.50 —� Name Fbor Orain --- [me" r 7.50 ass Phone Water Heater Laundry Room Tray ---7.50 Occupant City/State Zip Urinal _ __._.—/ --- Other Fizturos(Specify) 7.50 Name —-- / 7.50 7.50 - -- ------- -- - --- -- - -- 7.50 Contractor CNylStete --- ZIP -- MISCELLANEOUS 4y 64M Tex No Sewer-1 sl 100" _ _--- 30 .20 Sewer ea.Addic 100' >,ta' s_ �3�0 �iele�cFimTiers sl�c�7i� --.---._-- - 20.tp (Nesdential) Writer Service 1 st 100' — -- - Water Service va.Addit r 15.00— I IwrrWN acknowledge diet 1 have read Itis application,that the information ___ — 00 given is oared kfer that I am registered with 11o Slate gui 's Board.and sNo Storm&Rain Or sin 1$1.100' -- _ he" s State Pkm#q ase"the numbws given we ONWA.that a" 15.00 nl Ore Storm 6 P:in Crain Addit.100' - f��r9a wk will be dorve in acooedence with applicable prvviswxu --- --- 25.00 gon Revised SteEutes Chapters 447"693 and appliubie codes and 111,11 Mobile Hort e Space -- — _ -- no help w%be employed unless Ik7enVd ursder ORS 693 (ff ezenlpl from Back clow P weenbon State registration.please give reason below). Device or Anb-pollution Device 7.50 ----_ tfOMEOWNERS-1 hereby certity 11u1 1 am the owner of the property de- - - srnbed above.at vA*b location t pmxx»e to make•pkxv#*V Irtcdslletion for Any Trop or Waste Not 7.50 my own use and this M party Is nod bekq c0c-,SI1W10d for sale.base or rani C wwwx1ed 10 s Rtttt" — Catch Basln - ---- - -------- — 40.00 Per Hr. - Insp.d Exist.Pkrrtrbing� _ Spaps11y RequeeW Inspections -_ — 40.00 Par Hr Aker of Pkmbkq within -- - --_- - - an Lids"Bldg 15.00 min. -- - - Now Bldg.or BuNd.Addition_ 25.00 min. N ITI40f WF I)'.-,IQNATI IRFsafe (xaiul,slrgle farml - — ---— __----- 15.170 [>eju�rtt)o wort( now I 1 M410K)o� ) alteration repair I I t36,lellit� — - t4 be done rix)-reaidenhel — f xfsting use of SUB-TOTAL txAidkV tx p cpnrly _ - 5$ SURCHARGE l use of - --- -- ) 1>A fWTW„>rtrty -_-_ 25% PLAN REVIEW NONCE - TOTAL --—t - T hM permM kaoortvaa rvufl enc+x�id M wxxk or oonaoucllon,auGiortx ad M nod caxn rnanoad within 190 days pr M omnsf*uc-'Non or work le suapan W or abandoned for a perkd d 18o days s1 any tlmla aihtar waM to orw rnanaod ---- - -------- --- - 1)at� leetrmt by --_