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PRECAST CONCRETE DRAWING NUMBER �?y� A/ AIR ACOUSTICAL E4;PERFOATED • , DRAWING NAME 0 p Opus Architects & O TIT LE C. n re c - : t"` En ineers, �nC. E. 1 "rJ ,, b - g DABLE C. FIRE HOSET . &b%1"'• CTIN ADISTRATION FINISH, FINISHED PULL PLASTIC LAMINATE I DRAWING SCALE •4• • AF.f. ABOVE FINISH FLOOR R FLOOR PLAT PLASTER AGG AGGREGATE FLASH FLASHING KW PLUMBING 10]50 Inn 1014 WW Minnetonka, W 55343-0110 J -0110 ALT ALTERNATE FLEX FLEXIBLE IBLE P.LF. POUNDS PER LINEAL FEET COLUMN LINE GRID AND NUMBER ] /` �L ALUM ALUMINUM R RANGE NGE PLWD PLYWOOD � ` O , \oo s9i -696 - Im il Buding ® � �'� A RCH ANCHOR. ANCHORAGE FLOUR FLUORESCENT PNL PANEL NEW COLUMN NUMBER AP. ACCESS PANEL F.P. FIRE PROTECTION PM PAINT EXISTING COLUMN NUMBER A.P.C. ARCHITECTURAL PRECAST FR FIRE RESISTANT TREATED POI_ POLISH, POLISHED CONCRETE F.R.T. FRAME, FRAMED, FRAMING POLY POLYETHYLENE g APPD APPROVED F.S. FAR SIDE PR PAIR r l • i �� APPRO% APPROXIMATE FT FOOT, FEET PRELIM PPEUMINARt � SECTION TARGET A 1 � 4 ARCH ARCHITECT, ARCHITECTURAL FIG FOOTING PREFAB PREFABRICATED - WC . _ ' : 1 � P, \/ 1 AUTO AUTOMATIC FUR FURRED, FURRING PREP PREPARE, PREPARATWN I L SECTION NUMBER T ��� q � Y AVG AVERAGE FUT FUTURE PRES PRESSURE 1 SHEET NUMBER `, -..1 k AND F.V.C. FIRE VALVE CABINET PROM PROJECTION s V 0 AT PSF POUND PER SQUARE FEET I v� '13-D R G GAUGE PSI POUND PER SQUARE YARD Upper B o o n e s Ferry Road 0 D ETAIL TARGETS BD BOARD CALV GALVANIZED PT POINT (..., DETAIL NUMBER BEL BELOW C.C. GENERAL CONTRACTOR p.T. PO4 TENSIONED Q/ SHEET NUMBER B BEVEL OD GRADE. GRADING P.T.D. PA DISPENSER Tigard o re g o n A BR R BITUMINOUS GKT GASKET, GA P.T.R. PAPER T TOWEL RECEPTOR OUT BLOCK, BLOCKING GL GAUSS. GAZING ZING VC POLYVINYL CHLORIDE DETAIL NUMBER BLDG BUILDING G.M.U. GI/SS MASONRY UNIT BY BEAN GR GRADE Q 9 SHEET NUMBER B.O. BOTTOM OF GYP BD GYPSUM BOARD O.T. QUARRY 11LE BOT BOTTOM GYP SHTG GYPSUM SHEATHING QTY QUANTITY LL � ELEVATION TARGET BILK BRICK H R W(---____.- SHEET NUMBER ER BSMO BASEMENT H HEIGHT A RISER, RISERS H � — ,, B.S. BR BRITITH SIDE .B. HOSE BIB RAD RADIUS - B.T.U. SH THERMAL UNIT H.C. HOLLOW CORE R.C.P. REFLECTED CEILING PLAN L REVISION TARGET . BIWN BETWEEN HCP HANDICAP, HANDICAPPED R.O. HOOF ODRAIN • 1 ! / REVISED AREA CLOUDED B.U.A. BUILT UP ROOF HD HEAD R.D.L ROOF DRAIN LEADER 1 J \ / �/\ `�� HOW HARDWARE REV REVISED, REVISION 1 i .. . • C HEX HEXAGONAL RECD RECEPTACLE CAB CABINET H.M. HOLLOW METAL REF REFERENCE I J +LFVEL Iwo FLOOR ELEVATION TARGET CAP CAPACITY HOW HORIZONTAL REFL REFLECT, REFLECTED i E 114 - 0 (\ �— DESCRIPTION OF WORKING POINT C.B. CONCRETE BLOCK H.P. HIGH POINT REG REGISTER 1 _ T �— CEM CEMENT HR HOUR RDNF REINFORCE, REINFORCING - 1 a BUILDING OR DATUM ELEVATION ISSUE R[C0R0 CER CERAMIC H.S. HEADED STUDS REM REMOVE N 05/08/07 ISSUE FOR RID Y CJ. CUBIC FOOT, FEET HT HEIGHT REOD REQUIRED / C ED .C. CORNER GUARD MG HEATING R.H. RIGHT HAND • j j NORTH ARROW 06/22/07 REVISION NO. 1 C.G.S. CENTER OF GRAVITY HOC HEATING/VENTING RN ROOM 1 1 — OF STRAND NR CONDITIONING R.O. ROUGH OPENING • CHAM CHAMFER H.W. HOT WATER R.O.W. RIGHT OF WAY // ' ! CHIN CHANNEL HIND HARD WOOD R.P. RADIUS POINT • � � ❑ CHDB CHALKBOARD HYD HYDRAUUC RR RAILROAD IN • CIR CIRCLE R.P.M. REVOLUTION PER MINNIE , , a is C.I.P. CAST PUCE R.T.U. ROOF TOP UNIT ■• . M ATERIAL INDICATIONS .D. INSIDE DIAMETER CIRC CIRCUMFERENCE ENCE R.W.C. RAINWATER CONDUCTOR P p � qV • GI CONTROL JOINT .F. INSIDE FACE 41 � , CI( CAULK, WALKING N INCH, INCHES S AY , CLG CDUNG NCI_ INCLUDE, INCLUDING 5 SOUTH �' , 4 YL W NFO INFORMATION SAN SANITARY _ CLO CLOSET CLP CLEAR NSUL INSULATION SCHED SCHEDULE ' Q WAAy� �' j —I iI —T-L EARTH COMPACT // / STONE FINISH WOOD CIS CLEAR. CLEARANCE NT INTERIOR SC1V SECURITY CAMERA ' W - III —III / / ' '// IlL .5. INSIDE TELEVISION t•::•.-•.•..'•e:: CHIP COMPRESS. COMPRESSED 4 r L.M.U. CONCRETE MASONRY UNIT N POLYSOCYANURATE S.D. SOAP DISPENSER ' MAW VR/POHOUS 1NRBLE /GRANITE � 7 P LYWOO D C.O. CLEAN DUI J SECT SECTION S.F. SQUARE FOOT. FEET ..yy /^ J ` YgY CO NCRETE STEEL/ALUMINUM \ ROUGH xuw9ER COEi COEFFICIENT JAN JANITOR SEAL SINGLE lr BUILDING A 0 1 ,' i��/ I /� COL COLUMN JST JOIST SHT SHEET COMB COMBINATION JI JOINT SHTG SHEATHING / FF:146.50 T ,II PROJECT xwRU COMP COMPOSITE / ' 0 ` �'.- . . ' < PLASTER SAND/MORTAR/ iiwjwI.itiI INS UUIpNEMI RIGID I/1 I BLOCKING OR SHIM S45_7180 CONC CONCRETE K 5.1. SQUARE INCH, INCHES I M CONE CONFERENCE KIT KITCHEN J ' WNF,V / ►O�O�0 ������ 06/22/07 iji NOVA LOAD CONK CONNECTION N.O. KNOCK OUT SEAIINT r t r 11., i , /,% BRICKON /FACE .-.-.. •-• RIGID INSULATION L — CONST CONSTRUCTION L SANITARY NAPKIN DISPENSER ( PRDKCT WAWA CONE CONTINUE, CONTINUOUS J r COMB CONTRACTOR L LENGTH SANITARY NAPKIN RECEPTOR ` F / / / ULgETE MASONRY I 1 (I II FIRE RE SAFlNG COIN CONVEYOR LAB LABORATORY SUB ON GRADE / ` LL_/ LG 1, 0 , COORD COORDINATE LAMINATE, LAMINATED STANDPIPE c i I!::: A CORR CO S PPFICATION R CPT CARPEPETED EC SECI C5 COUNT S S.P. CSMI CASEM sD L.T. CERAM S.S. LIR ENTE STD J FXfC.W. OLD STA t O � 10 • _•� C.Y. UBIC YARDS RIZONTAL STL STEEL / - r Opus tan ponin ore not LLV. LONG LEG VERTICAL STOR STORAGE D UDC LOCATE. LOCATION STRUCT STRUCTURAL ' IT // . /' DRAWING NUMBER SYSTEM f to iepemes l far any tlalme, damager or e fo out al the s, do a unauthorized use D DEEP, DEPTH LP. LOW PONT USP SUSPEND, SUSPENDED VP • , //� J tl1 d(/I i leS a nlormolion contained in electroniPONT OB DECIBEL DECIBELS LT LIGHT S.Y. SQUARE INCHES 4‘44/ �= A_ ♦ ` • Electronic tiles q not accurately reflect DILL DOUBLE LTG LIGHTING VIA SYMMETRICAL , ARCHITECTURAL DRAWDKS ARE DIVIDED INTO ELEVEN SPECIFIC : GROUPS TI, AC1, 41 -A9; THE CROUP NUMBER WILL ALWAYS the final as -built conditions. It IS the DEG DEGREE, DEGREES LTL LINTEL T BUILDING B \s----, /' / f REMAIN THE SAME NO MATTER HOW URGE 0R SMALL THE PROJECT ADDITIONAL D RAWINGS NAY BE ADDED TO THE DEMO DEMOLISH, DEMOLITION LVR LOUVER 0 _- F _ / F:146.50 • / r / responsibility of the user to verily all / G ROUPS WITHGUi INTERRUPTING THE ALPHANUMERIC ORDER DEPR J!f100560 ED I 10,..b. dimensions and o ther related KEPT 1111 AL E inlormolion. D • e his docume prior wr moy not tten be con ent. uses or DISC RY , IA - opied lhout DIM M TEMP TTEMPORARY RY — m oll ri hls reserved d COVER SHEET DISCIPLINE PREfI % A NICAL PR TEMPEMTURE T1 TITLE SHEET OSP TEM / KN ERR ERRAllO D.L ANE TYE. TOP OF FOOTING ELEVATION DN NINE TH TONGUE AND GROOVE S / AC7 ARCHITECTURAL CODE SUMMARY Pr.Pmed Fa DO ACTURER iHK THIGH / At SITE WORK, SITE DETAILS OLE 7HRU THROUGH / / DA ERS 0 ♦ / / ' AZ PUNS AND ENtAAGED PUNS A 3 i i i M T.P.O. TOILET PAPER DISPENSER _ / A4 SECTIONS AND VERTICAL CIRCULATION A ®USe DWG DRAWING IANEOUS T.S. TUBE STEEL 416' A5 EXTERIOR OE1AR5 GROUP NUMBER T OWL DOWEL MOUNTED _ AB INTERIOR DETAILS I Er EJ. EXPANSION JOINT MI METAL \ i � ; �� A9 REFLECTED CEILING PUNS sE Empn• w"' s l ts0 UNLESS NOTED OTHERWISE � ELF.S. EXIERKR INSULATION MULL MUWON U.L. UNDERWRITERS LABORATORY %/ • AP PROV ED PLA &5- 2700 1M UNEXC UNEXGAVATED ■ len 51005 • J 1E5- 4E / -2TW W D. AND FINISH SYSTEM .N UNFIN UNFINISHED �� • 425-519-6800 Ica ELECTRIC, U.N.O. N NORTH \ i; INCLUDE UN- ATTAC1TED� N/A NOT APPLICABLE UR URINAL - / / /' • DRAWING i N G INDEX REV ELEVATOR \ _SPECIFICATION BOOK PROJECT EMFA EMERGENCY N.I.C. . - NOT IN CONTRACT UTIL UTILITY j' ENLL ENCLOSE ENCLOSURE NO NUMBER V `+ �, '�• ;% ; _ LC$ ENG ENGINEER N.S. NUR SIDE VAN) VAPOR BARRIER STRUCTURAL CA FANNO CREEK EP.D.M. ETHYLENE PROPYLENE N.T.S. N01 TO SCALE V.B. VINYL BASE - \ \' / /� :• _ GEOTECH REPORT PLACE DIENE TERPOLYNER V.C.T. VINYL COMPOSITION 1111 ^ MIS DOCUMENTS BUILDING C EQ EQUAL 0 vERr VERTICAL - AR CHITECTURAL EQUIP EQUIPMENT OA OVERALL VEST VESTIBULE / T7 COVER SHEET 1, EST ESTIMATE 0.C. ON CENTER, CENTERS V.T. VINYL TILE IN, • E.W.C. ELECTRIC WATER COOLER O.D. OUTSIDE DIAMETER V.W.C. VINYL WALL COVERING �"` A2.1 DEMOLITION PUN TWIN DOT EXHAUST O.F. OUTSIDE FACE A2.2 ROOF PUN EXIST EXISTING OFF OFFICE W / , • A1.1 EXTERIOR ELEVATIONS TIGARD, OREGON IXP EXPANSION 0.H. OVER HEAD W WEST / 0.4.1 WALL SECTIONS & QUINCE EN ULTERIOR OPTIC OPENING W WIDTH / ' 3 ) / \ AI / OPP OPPOSITE W WITH 1 SHEET TOLE r. O.A.D. OVERFLOW ROOF DRAIN W WO , / _ - , `% _ _ i _ COVER OZ OUNCE, OUNCES w/ . WIT R WATER HATER T � � �� -� 40 _ ' _ - T WP WATERPROOFING w/o L : � . ��' r �' .. 0 ERR • r ERPROOFING - - egtHl� W.P. WAS R POINT EPTA Cit of Tiga A. WASTE RECEPTACLE (♦r/• T ' I MJ A lA/Ilf WI WEIGHT " ' • W.W.F. WELDED WIRE FABRIC `/A J/.�� s �� ■�y� ■p ■ //�'E ■ {`, ■ { /t . �' P�� Y R �Il4 P I a' • 9'I'/ ( I _- /A / 1 ■' i CE V O i t _ A 10 MASER 7 1 YD YARD 0 106' - 0 ® 1 7 Ub • Z6' -6 V.I.F. Opus Architects & 1 • 2 3 V.I.F. 1 Engineers, Inc. T T i - T 0 _ 0 I 0 I 1D3S0 Mn Read WM wnnden9q NN 53313 -0110 952 - 956 -404 II{1{1 ff�N{''��III !! !I p 5e 0..i__ I 1 951- 956 -1529 Ins 3 11111111, i 7 R I 1 • 1 9 R _ G1 111117111111111111,1111111111! I REGISTRATION IN II m , — _____ r o -H-- {— ------------------------------i_ -- 35 O 2 NORTH ELEVATION DEMOLITION ( >� '/e r " -o l � 0 � - -- -- 650 RECORD 05/08/07 ISSUE FOR BID . 05/22/07 REVISION N0. 1 O ROOF DEMOLITION PLAN 7 /8" - 1' -0' A Q Q • O 32 -J 3 4" 4' J 3 -1' 4' -3 3 4' 3' -10 5 -10Wj' 3' -4" /' 3" 3' -4" 1 ._ II _ __ ( rt n _ . _�! f _- _ _ _.. _ _ — — _ __ __ _ _ EXTENT ROOF DECK BENNO ._. _ _ _ _ OESIGN MAIBER N }_ ` I M Sr j PROJECT NUMBER • \ � �(�'}�/ 1 545_7180 3--). . • I.' X 1 08/22/07 O PROJECT 1WNOCR • • .. I 1 � .150.0 ; .•- ,.. I n — "N �. ...' - .... DRAWN DY ■ 1 I M.CADY CHECKED 5Y J.KLOCKEMAN @SOUTH ELEVATION DEMOLITION transmission of • h ekctronic files. the Opus c companies are files. not responsible for any claims, domoges or expenses arising out of the unauthorized use of the informotion contoined in electronic files. • Electronic files moy riot oc uratey reflect the final os -built conditions. It is the responsibility of the user to verify all loyauts. dimensions and other related information. • This document may not be used or copied without prior written consent. ® all rights reserved Pnpend For ral • OPUS® /\ ® ®® ® ®® GENERAL NOTES Opus Northwest, L.L.C. T O (_ I `■ 1. VERRY All EXISTING RODE PENETRATIONS PRIOR 10 PRICING ROOF REPLACEMENT. 1]920 50 200;olr Day, Y DT Y SNb 250 , BONO Washington 95005 J'- /" t0' -11Nz" X25 -497 -2700 M 125 - 319 -6500 Ian 0 O ' ; �T �' % 11{ q l 1i {�f KEYED NOTES PROJECT // ' ' '''''/ : /// / / / / // MMlii p �ifg tf1 l l 1 �4 llh(I#4t111111 � {t } tl 1 1 FANNO CREEK // i / I ' � �` / 0 REMOE AND DISPOSE OF CORRUGATED METAL PANEL AND SUBSTRATE PLACE / / ' 2 '/ / ,. m -- 5-- 2 PREPARE COSTING METAL PANELS AND COPING FOR NEW FINISH, ^ // ,,,,,,/,/// / i I` Q � ; � ' IV I 1 � � I n \ © 1 O EXISTING SKYUGHf i0 REMAIN. BUILDING C �// ' / / MEN. I / 5 O REMOVE AND DISPOSE FLASHING AROUND ALL CURBS 000 PENETRATIONS. . 6000100 / / 1 / /'' ' / ' u I OS REMOVE AND DEPOSE or (0151•05 ROOFING SYSTEM 10 OEM TIGARD, OREGON I 1 I © 65ISPNG CONCRETE PANEL WALL WITH EXPOSED AGGREGATE FINISH TO DE MANED AND PREPARED FOR NEW APPLIED MASK SHEET TREE I O EX151ING GLAZING SYSTEM TO RE11.40. CLEAN 10 LIKE NEW 600400100. DEMOLITION O EXISTING EXPANSION JOINTS. O EAST ELEVATION DEMOLITION O WEST ELEVATION DEMOLITION O9 0000 G 0 LO ON OF ROOFTOP EQUIPMENT. COORDINATE REMOVAL AND PLANS 1 /8" 7' -0- 1/6- 1' -0" 1G REMOVE AND DISPOSE 00 0041P AND STAIR ASSEMBLIES. - 0 m5006 CONCRETE PANEL WAl1 WITH SMOOTH FINISH 10 BE PATCHED. CLEANED, AND PREPARED FOR NEW APPLIED FNIS0. 0 SAW CUT WINDOW / 00004 OPENINGS VERIFY W/ STRUCTURAL ENGINEER PRIOR .TO MIDMOST 50(61 NUMBER '© REMOVE AND REPLACE SHEET METAL DOWNSPOUT. A') 1 0 0 0 ®® 107' -D Opus Architects & / 1 I V.I.F. ' Engineers, Inc. • " 26' -6' 10350 IMO •d Sul V.L 1• M 00-1*1 4 MN 55.543 -0110 1 51-131 -4444 t 101-131-4021 fin O N e ; r <... , .xova. - ,.21x5.. .., .•>,ae.�.a., 3, ...,. <.-R — .,r ,f.rarl n_mas,Wsen._.. w .�ra,c. - :M:uu ..... ..cc. i.,.,..r. . .,..ua.:.ms ....,,. <r....... xm.,aw I — x ccmr .�a�ec. .us. rs. ray+.. uosz _� ..,. .cxs- ua:.< sa:_c:�a,.L max. Sl D, REGISTRATION N C ti J it i n 8 II 1 NEW TPO ROOF COVERING OVER THE ENTIRE ROOF AREA. VERIFY PENETRATIONS AND PROVIDE BOOTS, p CAS AND ALL FUSHINGS TO 4 L M PROVIDE A WATERPROOF ASSEMBLY. n ®® C /// - I �.l - - - — -- — — - - - - - - ;— a ISSUE RECORD I B 05/08/07 ISSUE FOR BID g 06/22/07 REVISION NO. 1 •^ LL REPLACE ALL EXISTING ROOF DRAINS, / AfTER REMOVAL OF THE (1) ROOFING • SCUPPERS AND COPINGS CONSISTENT MATERIALS - DETERMINE THE r.+ W/ SMACNA DETAILS TO PROVIDE A SOUNDNESS OF THE ROOF DECK AND Nr ' MA UFACTURERSSSTANDARD PROVIDE OCCU ED 08 WHERE M LUNS ' ASSEMBLIES AT PENETRATION HAVE COMPROMISED THE SUBSTRATA I I .' LL DESIGN NWBER H RF,,'E PROJECT NWBER S45_7180 DATE i 06/22/07 PRoAcl tuntCER 6 DRAWN Br ' M.CADY r PREFINISHED METAL COPING • -T0 MATCH CORRUGATED JIGGLED BY METAL PANEL BELOW mm ,if J.KLOCKEMAN ir .-- 1 ®® PAINE METAL COPING • Errors may occur in the transmission of f - PANEL BELOW UGATED METAL �( responsible for any Opus companies ore a or I 70 MATCH CORR }`¢` n expense arising on o thned in tle� use 0 ' •,., — / ... n -rs. ....t <... ,._- c.r.x. ...cur _w.� v. .- ...x:..xaxn ,.n,:a _i..ar.e- :s.,x <.ren ._>.-a - a:.,u..aev. .....e.. =..-r ..w,wum _aea.rr.a ^+.^.s .. e_..r...�a.w..,._.;'tu�-sa x..., mxwwa.av -Sw oa+u ry w -?xw. grx.•na.: -._'- — e. information e n electronic . E � .:. I files. s • Electronic the l nal 01 -61411 conditions' It reflect is the responsibility of the user to verily all I loyouts, dimensions and other related I informallon. • This document moy not be used or copied without prior written consent. ID 00 rights reserved O ROOF PLAN Respond r« (Dpi Opus Northwest, L.L.C. 15121 3E m1600h way, 5N1. 150 6 23-417 Wa.hYg0• 10005 123-417-2705 10 415 -011 -4100 In PROJECT FANNO CREEK PLACE PLAN INDICATIONS GENERAL NOTES BUILDING C 1. ALL IMPROVEMENTS SHALL COMPLY WITH LOCAL MUNCIPAL CODES AND REGULATIONS. LOCUM TIGARD, OREGON i"' ` ,.1 '3,9. 2. ROOF SYSTEM 10 BE 2 LAYERS (3" TOTAL) OF POLYISOCYANIRATE OUSTING CONCRETE PANEL Wit UNDER MECHANICALLY FASTENED TPO MEMBRANE SHEET TELL[ T 1 J. FLASH AROUND ALL CURBS AND PENETRATIONS ON THE ROOF. ROOF cross STUD WILL WIN PARINI 4. COORDINATE WITH OWNER FOR THE REMOVAL AND REINSTALLATION OF THE RECONSTRUCTOR REWIRED nor TOP EQUIPMENT. PLAN 5. ALL WOOD BLOCKING AND FRAMING TO BE FIRE RESISTANT. 6. AIL PLAN DIMENSIONS ARE NOMINAL TO FACE OF FINISH WALL UNLESS NOTED OTHERWISE FIELD VERIFY ALL BUILDING DIMENSIONS. SHEET RIMER 7. ALL ROOF PENETRATIONS SHALL BE COORDINATED WITH THE OWNER PRIOR TO CONSTRUCTION, REFER TO DETAILS 7/A4.1. 17/64.1, 18/64.1 FOR MORE INFORMA110N. CORRUGATED E IST PANEL � 0 ONO. PANEL III MK �® k � TO MATCH EXISTING. PAINT °I) - P4 SMOOTH FINISH - PAINT P2 al TOP OF FRAMING S Opus Architects & I , 1 , ', 3 -COAT CEMENT PLASTER EXISTING CORRUGATED METAL EXISTING METAL COPING. 16' -0' A.F.F. ® 14 0 Engineers, Inc. ON EXISTING CONC. PANEL PANEL PAINT - P4 PAINT - P4 I ® SMOOTH FINISH -PAINT P1 J EXISTING CONTROL JOINT qv -COLOR TO BE DETERMINED TOP OF EXISTING FRAMING 1 115' -0' (V.I.F.) 10350 Om Road WA ® ® ® ® Ak Aft 8 52-0 e•, M 55343-0110 ® TOP OF EXISTING FRAMING R52-01-44.44 \ 1 . 1 I 1 13' -0 (V.I.F.) 1152- 656 -4529 Ma 0 E0. C E0. Eq. E0. _ EQ. - E0. E0, = E0, -7, Y REGISTRATION 4 i I i - , i a .. .. a . .a As •� ` . a • III ° <. n .d , � _s, / VERIFY WITH OWNER �. 4 . 1 r • ° ° ` 777,,, , / E %TENT Oi GRADING • �� ''P KIPATCH EXISTING CONCRETE PANEL • /// 11 AND PAINT P3 - MP OF 5) 3 -COAT CEMENT PLASTER ON - J / AI .t EXISTING CONC. PANEL. SMOOTH EXISTING CONCRETE FOUNDATION WALL. FINISH - PAINT P1 ALL EXISTING WINDOWS, WINDOW INSTALL (N) SINGLE COAT PLASTER SYS. ASSEMBLY OR ENTRY ASSEMBLIES TO REMAIN. CONTRACTOR TO CLEAN TO - LIKE NEW CONDRION. . 0 NORTH ELEVATION 1/4". I' -0' 6511E RECORD 05/08/07 ISSUE FOR BID 3 -COAT CEMENT PLASTER ON 06/22/07 REVISION NO. 1 3 -COAT CEMENT PLASTER ON EXIST SCUPPER - REPLACE EXISTING CONC. PANEL. 3 SMOOTH FINISH -PAIM P2 EXISTING CONC. PANEL ® FLASHING AND MAKE WATERTIGHT -COLOR TO BE DETERMINED SMOOTH FINISH -PAIM P2 A4.1 (PCP. OF 2) ED EQ. E EQ. E0. EQ. " E0. 6 4' V.V. y "� EQ. ' -3' E 6' -3' EQ. E0. EQ. E0. t EQ. TOP OF E %ISTING FRAMING / I / ..• - H I t I t I t flo 115 -0 (V.LF.) �. -. .� 1 • - - ... _ 32 -3 ® / 3 -4 4 3 Y -4 R 4 -3 3 4 / 3 -10 S IO11 / 3 4 • / 4 -3' / .. -4' / • I Ai .. . ' I n I illh 15 A4 ® %v. A .1 1.1 L_ SIN D[slGn MNB[R - ' / / / / y.... . PROJECT NURSER • \ i / / % S45_7180 x eat A DATE / ,`\ ,` / 06/22/07 • PROJECT MANAGER .. .. �_ / - wR m T . . oRA VERIFY WITH OWNER .. _ _ .. _ - .I L _ , I _ P EXTENT OF GRADING .. A1 - I I • EXISTING SCUPPERS ( • NEW WINDOW OPENINGS TYP. OF 2 (LOCATE EXIST. EXISTING CONC. PANEL INSTALL (N) •Errors c NEW WINDOW OPENINGS TYP. OF 3 LOCATE EXIST. AND DOWNSPOUT TO BE EXIST. ELEC. EQUIP. SINGLE COAT PLASTER SYSTEM - may o ur in the transmission of 11 SCUPPERS EXISTING CONTROL REINF. BEFORE CUTTING OPENINGS. ADJ. OPENING AS PAINTED TO MATCH REPAIR AND REFINISH TO electronic Ides The Opus companies are not EXISTING CONC. PANEL. INSTALL (0) EXISTING SCU ERS R EINF, BEFORE CUTTING OPENINGS. ADJ, OPENING AS IN. ( JO r,. ) REQ. TO INSURE THAT NO MORE THAN }VERT. BARS COLOR P1. SINGLE COAT PLASTER SYSTEEM AND DOWNSPOUT TO BE REQ. TO INSURE THAT NO MORE THAN 3 VERT. BARS ADJACENT FINISHES. MATCH ADJACENT MATERIALS responsible for any claims. domo9es or COLOR - P1 PAINED TO MATCH ARE CM CO EA OPENING AND REMAINING REINF. HAS ARE CUT O FA OPENING AND REMAINING REINF. HAS expenses arnirg out of the unauthorised use ADJACENT FINISHES. AT LEAST 3/4" COVER - AT LEAST 3/1' COVER - fil a inform contained in 1001,0nic • Electronic files may not accurately reflect the final os -built conditions. It i The @SOUTH ELEVATION responsibility of the user to verify all 2 1/4'.1' -0' layouts, dimensions and other related information. • This document may not be used or 2 copied withnot prior written consent. ® 011 rights re CORRUGATED METAL A4 3 -00A1 CEMENT PLASTER ON rued PANEL TO MATCH REV EXISTING CONC. PANEL. EXISTING. PAINT - P4 --, SMOOTH FINISH - PAINT P2 1 rrmored For TDP OF FRAMING _ ® 18 -0' A.F.F. TOP OF EXISTING FRAMING 3 -COAT CONC. CEMENT ON NEW DOOR 3 -COAT CEMENT PIASTER ON r i I I I 115' -0' (V.I.F.) SMOOTH iINISH -PAINT P2 EXISTING CONTROL D I © ® '} I TpP OF FRAMING -COLOR TO BE DETERMINED ® JOINT PAINT ® ®� O s® EXISTING CONC. PANEL. SMOOTH FINISH - PAINT P2 ® 0 ' 16-6' AF.F TOP OF E %ISTIN ^y FRAMING \\ _ TOP OF E%ISTIIJG FRAMING 113' -D' (V.I.F.) _ \ Opus Northwest, L.L.C. e 115 -0 V.I, F.) 1 \ vaipvl• Wq, Ai 11 ® e - SWI. L50 t]a10 S[ [ ® ® E0. �, E0. E0. / E0. �, / E0. , n EO- E0. / E0. 425-467-2700 0f I,°Iron 9e003 i _ \ 421 - 5111-6600 1n AIL -, / E0. / E0. / E0. E0. / E0. ) r 9. / • EX • ® - PROJE -!- EXISTING CONCRETE PANEL. • /// ((( PATCH AND PAINT - P3 - • FANNO CREEK / I MP OF 5) } 4 y . :. 1p._11n PLACE D BUILDING C M.t LOCATOR VERIFY WITH OWNER / TIGARD, OREGON NEU MU .. E %TENT OF GRADING _ _ EXTERIOR �� CAP PRECAST CONCRETE CAP () J /.......".EXISTING N5NGL1 0001 !LAS E R PANEL. INSTALL 01 (0 GUTTING OPEOPENINGS. A OPENING AS REO. (LOCATE DJ. EXIST. K TQFORE ELEVATIONS 3 -COAT CEMENT PLASTER ON PRECAST CONCRETE CAP J - BlOG% A & SYSTEM / EXISTING CONC. PANEL MATCH BLDGS. A k B MATCH DGS. A & B MATCH BLOGS.' 8 R - 17 COLOR - P1. C 0 THAT MORE THAN 3 VERT. BARS ARE SMOOTH FINISH - PAINT PI - _ / CUT O EA. OPENING AND REMAINING REINF. WS AT THIN -BRICK ____________,l T -BRICK - THIN -BR1CN DOLOR TO BE DETERMINED VENEER VENEER VENEER AI . I LEAST 3/4' COVER. • 1x11 RIMER (TIT) EAST ELEVATION _ WEST ELEVATION A') 1 I.U. GDNGH[R rAN[L �� �.. _ �7q ri EiL�' 3 COAT CEMENT PLASTER EL 115' -0" "� ..._ = , ®® , I!�'tg IJ �n - SMOOTH FINISH PREFINISHED METAL OPING (V.I.F.) ® LI C*CC 999 CS9® - EXTEND TO WINDOW HEAD PREFINISHED METAL COPING ° FIRE- TREATED P OOD "' WITH NAILING STRIPS EXISTING CONCRETE PANEL ' T.O. PARAPET BLOCKING Opus Architects & '' „(L -SAW CUT ROUGH OPENING , � EL = 116 O S: � _ - EXTEND TPO MEMBRANE UP Engineers, Inc. + - r CORRUGATE. METAL PANEL / PARAPET AND TERMINATE .��, ' L BEAD WITH DRIP , EXISTING COMER■ I - MATCH STING UNDER COPING ' P I • f CEMENiHI0U5 C OATING 5 /B . NSGIASS[ t 3 -COAT CEMENT P LASTER 10150 erm bed wM '4' � SA T W •OD ON E %ISTING CONCRETE SEALANT WITH ROD S70CN SOBACU• -E %TE OVER PARAPET BACK UP PANEL, SMOOTH FINISH REVEAL BEAD 5 /6” GYP. BD. 5 /B' METAL STUDS ' ' ° AND TERMINATE 6" MIN. � SHIM AS REQUIRED . , �� - BELOW TOP CORNER. / e1 6" METAL STUD• • ' ;?', R -11 BATT INSULATION -• EXTEND i MEMBRANE OF V R R5MAY /. PARAPET TO UNDERSIDE OF \ REG5T 6" FOIL FACE aTi O COPING ',s 3 5 /B" METAL STUDS INSULATION _ 4 ; , y T PREFINISHED METAL 5 /6' GYP BOARD e 5 - , V FLASHING WITH. DRIP : \ SEALANT 8 GYP L BEAD (TYP) � z8 " , 11R7 • FIRE - TRUTED W000 3 -COAT CEMENT PLASTER FINISH // /�\ tr / • /^/\ \ AT PARAPET 3 " , ' - 0 " ALUMINUM WINDOW SYSTEM y y j /S x ° ' ' n y )' y B • BLOCKING WRH 1" INSULATED GLAZING J \J f . /\.f�\\...-- -lll"` �\J tr, � 3 -COAT CEMENT PLASTER a . . . - . " DN DENSGLASS (OR EQUAL) ^?' :CRT. ,�, •�,. u METAL STUDS OVER BOXED MTL STUDS `. 3 COAT CEMENT PLASTER, REVEAL 's= ' ": •' SMOOTH FINISH, 1 SECTION AT WINDOW HEAD /JAMB , 5/8" DENSGL S 4" 41 ON E%6TING CON O 6• . r -D" 1 5 SH EATHING, OR j �� O PROPOSED WINDOW - SEE ELEMS 1 1/2" . V - / FLAS A SEAL ALL „ p PANEL EQUAL M!. PENETRATIONS 4 w T.O. EXISTING i \ • EL A .,.. . 115 -0 . ... 4 3 COAT CEMENT (V.I.F.) L -BUD WITH DRIP, NP. ALUMINUM WINDOW SYSTEM I ,�-/ _ 6" METAL STUDS PLASTER 4 " B" / 1" < �� T ._ .u&. . ' WITH I" INSULATED GLAZING 5/ 'E ��� 9 . T.O. WINDOW DENSGLA55 • EL. - 109 -0 CEMENTNIOUS COATING ' SEALANT WITH • .1) I� SHEATHING, OR EQUAL (VIE.) En EXTRUDED ALUMINUM STOOL STOCK BACK UP 1� - VERIFY WIDTH , r FOIL FACED BAlI T4 , yam b +•• .44 \__ INSULAION 1 3 5/B METAL STUDS EXISTING CONCRETE L ( \ BRACE T PARAPET AS V PP / I \ CORRUGATED _ 6r, I I I METAL PANEL ' PATCH AND PAINT REQUIRED -MATCH EXISTIN NSLC RECORD *I MI R -11 FOIL -FACED BATT -P3 - 4B" O.C. WPC _ 7,-- '.�,��, INSULATION t i O PLAN DETA O AT PARA O 3 -COAT CEMENT PLASTER FINISH I EXTEND TPO DS�OB�D7 ISSUE FOR BID 6 5 ere BOARD 12 1 MEMBRANE AT EXLSTINC CON i' -0" DRION 1 1/2" . 1' -0" 4 AT E %ISTING WINDOW NEAR �' 1' -p' ® 06/22/07 REVISION N0. 1 � ' CRETE COLUMN 1 1/ SHIM AS REQUIRED I I PARAPET T. COP NGSID OF .. SEALANT WITH ROD STOCK I ASH I k rrr...�� — � � � " BACK UP I FL D SEAL T ALL PENETRATIONS PREFINISHED METAL FLASHING WITH DRIP — J BEAD T.O. EXISTING ik2 SEE DETAIL e/A4.1 TOR MECHANICALLY FASTENED EL = 115' -0" + B • E AS REQUIRE. EXISTING CONCRETE PANEL EXTEND TPO - TYPICAL NOTES TPO ROOFING SYSTEM (V.I.F.) t G' �.•� 1 O.C. MAX - TERMINATE 6" MIN. ABOVE 1 1 MECHANICALLY - PAW CUT ROUGH OPENING P R APET T UP (, ROOF LEVEL MTH !! FASTENED TPO - PATCH AND PAINT P7 PARAPET TO ' sgs TERMINATION BAR ROOFING SYSTEM RN UNDERSIDE OF COPING a RQQ • a 2 LYISOCYANURAil 2 L !!EI AVERS U 6" METAL STUDS �- - t 2 DYERS OF 1 I/2' (3 ") 'I AYERS 1 1/2" "� FRAME AS REQUIRED 5,' 6' FOIL FACE BATE FOR BUMP -OUT p -=`x'` `M INSULATION TION 3 O STN WINDOW SILL � � � INSULATION i STAGGER JOINTS DESIGN PR •16 E % IST I G R F DECK ECIO AT 1 1/2" 1 0 , 0 5 PROJECT � r SATH UAL ® � Y L _ ]° ' I S45_ 3 OA� w¢ y PTEn • .. � " 06/2 -0' DRAIN SUMP \ /\ • EL. 50 1 D9 -0 - - - w ° COMPOSITE METAL PANEL ' •°` �g 1 PROJECT .INNER PIASTER 5 /8' DENSG EXISTING DRAIN STRAINER \� // \ / ` '1 J/ CONCRETE PANEL SYSTEM Q SHEATHING 0' DRAWN eY \( \\/ '� ��-/' BELOW EXISTING CLAMPING RING - O SOFFIT TERMINATION AT ROOF . •: a ;;ISDT g 9 ON 1 I/2" 1-0" O EXSTING CONCR PANEL 1 1/2" = 1 -0" � J.KLOCKEMAN A L � ,[1 ECK MECHANICALLY FA STENED , F 1 .w J , w.w y occur TPO ROOF MEMBRANE TPO R OOFING SYSTEM ® t 1.1‘ I4� 44 < 44`•Q�`��jyyy��I L,,,,�•'1�1 • electronic like. the Opus companies ore not 6 SOFFIT _ _ RIGID INSUL - EXTEND UP PARAPET TO EL = 109' -0 I responsible for any claims, damages or _ \ �- UNDERSIDE Of COPING \ ;� penes arising out of the umulhonied use Ilk F'iS"W°' EXISTING CONCRETE PANEL i \ [ 7 of the information contaned in electronic . ""i PATCH AND PAINT \ _ \ tiles. ' J EXISTING ROOF DECK ar > 1 2 LAYERS OF / 1/2" (3') v .on0111111�•'•• °" '.� SEALANT WITH ROD 4Q \ i • Electronic files may not accurately reflect r ` 3,. F .{p �-c" POLYISOCYpNURATE �/ \ J :i ' the final os -buirt conditions. It is the STOCK BACK UP ( \ - INSULATION ;L5 - EXISTING WINDOW responsibility • •� .e_ "Li9„ . . TAPERED INSUL- 1" MINIMUM PLAN DETAIL T.O. CAP � W ' `J, lam — - STAGGER JOINTS L� SYSTEM y al the user to verily all •pi .. 1 AT DRAIN 13 PARAPET RETURN 1 1/2" . 1' -0" EL. = 103' -0" it . 50 ,y g MASONRY CAP ( '\ ( layouts, imens'ons and other related • _ EXISTING DECK CLAMP N> 0 /:-... . I ( ■rrr L EXISTING ROOF DECK / , (.� . � , information. it 6 t A', ' I rr ■1 - v "l EXTEND ROOF MEMB UNDER ,14 ✓ Ps v . - THIN -SET oRILK SYSTEM, !� ■77 is yr .. i �h•2 �/ \ T( • This document may not be used or cons CLAMPING RING EXTEND TPO `°4 ADHERE WITH TILE MASTIC ® , r l 1 y � L� s' - R � PARAPET -T0 -i OPOlidnghls without prior written c enl. MEMBRANE UPL"SV e y4 -= GROUT- BAGGED �"- EXISTING CRAW BOWL Fir UNDERSIDE OF � 'R' dT MORTAR, TOOLED, ....<7, / EXISTING CONCRETE O SECTION DETAIL COPING �4 PANEL AT ROOF GRAN 1 P " ° °"" For 1 7 1 2 " ' " v 1-0 F l A / 3 5/B" MET ' ir� . SEE DETAIL B/A4.1 FOR /0 -PATCH ANO PAINT �® STUDSi�� TYPICAL NOTES I u OPUS o. iI 5/e" 9ENSGLASS PRECAST CONCRETE VENEER CAP x Opus Northwest, L.L.C. SHEATHING, OR 1 C O TERMINATION AT ROOF EQUAL 1 1/2" . 1' -0" 6 1 1/2" = I' - m 13420 SE teepee Way, E %ISTING ► < STUN 250 MECHANICAL UNIT PORRUGATED METAL ® 025 - 4., 0700 .1 len Teo05 :� PANEL i0 MATCH 425 - 510 le EXITING ∎ T.O. MASONRY CAP , -PAINT (P4) GROUT- BAGGED w EL, = 103 ~'Iyfl THIN -BRICK PREFINISHED METAL. try MORTAR, TOOLED. b VENEER PRMm r PUSHING BELOW j, --° 2� FANNO CREEK SEALANT — CORNER TRIM, IYP. ITHICSYSTEM, ' I I S.S. CLAMPING RING 4 W00 TRUTED \ WODO BLOCKIN AND \ "#. PREMOLDED PIPE SEAL OR AS ' PLACE CONCRETE PAN .. C URB O R C / BEYOND ° (0101180 CONCRETE PANEL MFR , ■ �_� ■ �� LOCATION W/ OOF OWNER ONTR VERIFY IC/ �Ly FINISHED FLOOR '�I, 1 � 1_ Imam _...--,mg `( 4� r� '' VENT PIPE - I/2 TO 6 1/2" LOCATION K ®MI .[aw ,,,,,r MECHANICALLY El. = 100' -0' ---1 l' d +e,- t, 40 RECOMMENDED BY ROOF ; DIAMETER • . 1y TIGAR I -� };g TIGARD, OREGON Q PO MEMBRANEFASiENED _ -- r :p }yc,.a. T e.,>,.Y,...,.. OVER RIGID INSULATION � I' �l�lII I II 1� •yr.e _ -_ - -. .... ....... I1 'II II 644 s S SHEET ME EXISTING STRUCTURE rt " I I II — III 1 T. * „ WALL L`111 111 A1k A K:° SECTIONS & DETAILS SECTION DETAIL PLAN DETAIL BRICK VENEER AT -BASE PIPING DETAIL SECTION SHEET NUMBER 18 AT R.T.U. CURB 1 1/2" • 1' -0" 14 PARAPET RETURN 1 1 /2 . T' -0" 11 2 T T/2" • I O 5 1/2" • i' -o" AT ADDITION 3/4" . 1' -0" 1 A Opus Architects & Engineers, Inc. 10350 8ren Road West 40- M STM Minnetonka, Minnesota 55343 952 - 656 -4444 Fax 952 -656 -4529 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT FANNO CREEK PLACE BU DING C TIGARD, OREG • b• Uritr { . -t � X9 00 4te, 11 , Ea���� t t PREPARED BY OPUS ARCHITECTS & ENGINEERS, INC. JUNE 11, 2007 Opus Architects & Engineers, Inc. is an affiliate of the Opus Group of Companies — Architects, Contractors, Developers Chicago, Columbus, Dallas, Ft. Lauderdale, Milwaukee, Minneapolis, Orlando, Pensacola, Phoenix, Sacramento, San Francisco, Seattle, Tampa, Washington D.C. Structural Calculations for Fanno Creek Place Building C Table of Contents 1. Parapet framing Design Sketches 1 -- 3 2. 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' i. 1`.'•.•!.- • ' : L I ! 1 ! i I I ose, DCD v\II; 2." : Sib > 1F- 1 1 , t L ,:.. 1 i t i 1 t i 1 . , , NI o'r ch I -ior 2' Z v412" r\VelViri . ...., . ,... i ! , i - , ... • -,- --- - i ' ----- -1---- t 1 : i 0 , i 1 I I I, , 1 1 , ,„. r • I 1 't i 1 1 60016 1 i I 2 I 1 I 1 ': I i , f , f '!• 1 . • '. t il 1 i t 1 VA )•16: 2 3 0 - -- ----; I 1 t ; 2 I ' 2 1 I ; , i i ■ ,. .! - Z0 - 17. - PlOte . 2 x(,0 I ■ i t. 1 i t i 1 t . ... .. ; . i. 2-12z1 hails Q, t 2. oc., 1 .. .. ........, T , i i :, % ' 7-4 -- 111)s I ` i•j rl i:Colbs i .(,?) --4 1 ! 1 J I V4,.=,. ;•.!,1 1 I ■ 1 L ...,•,,,•,.„ ,,,•,,.,.f, I ! ! ; 1 ; • . i I I I , 1 )01 I ...,.. :• --....!......,- - -i- 1- i-- --. i 1 ._.,,5 , r- . 1 . .--t-t ii-1.- 0. Oa „ 4 .. -1-$• ! i - ?• • ! : , L f t Z •C---ci ..._ . . . • -c 16 i - : '1 I -- :--+-- t- - t h-- --t-- - t H . i 1 1 .1 .i, k.,..,),e, --1,.c‘ Ocliks p r a•Kz& , , i _ ... • COMPANY PROJECT W 5( ;H1Y412' FQK wow, l)(t,7(,\ June 11, 2007 11:53 ParpetWoodStud.wwb Design Check Calculation Sheet Sizer 6.4 LOADS ( Ibs, psf, or pif ) Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern Loadl Wind Full UDL 82.0 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 2' -5.5" 6' Dead Live 600 Uplift 108 Total 600 Bearing: Load Comb 40 42 40 Length 0.00 0.50* 0.00 Cb 0.00 1.75 0.00 `Min. bearing length for beams is 1/2" for intermediate supports Lumber -soft, D.Fir -L, No.1, 2x6" Lateral support: top= at supports, bottom= at supports; Temperature: 100F <T < =125F; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 50 Fv' = 230 fv /Fv' = 0.22 Bending( -) fb = 816 Fb' = 1598 fb /Fb' = 0.51 Deflection: Interior Live -0.01 = <L/999 0.08 = L/360 0.10 Total -0.01 = <L/999 0.12 = L/240 0.07 Cantil. Live 0.16 = L/267 0.24 = L /180 0.67 Total 0.16 = L/267 0.35 = L /120 0.45 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LCrr Fv' 180 1.60 1.00 0.80 - - - - 1.00 1.00 1.00 2 Fb'- 1000 1.60 1.00 0.80 0.960 1.300 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 0.80 - - - - 1.00 1.00 - - E' 1.7 million 1.00 0.90 - - - - 1.00 1.00 - 2 Shear : LC 42 = .6D -i-4, V = 310, V design = 276 lbs Bending( -): LC #2 = .6D +W, M = 514 lbs -ft Deflection: LC #2 -- .6D +W E1= 35e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W=wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. • • � COMPANY PROJECT : fir'` a5 WoodWorks fi WO 0 .S t)r 7i4'.A Kf F' oR WOOD f)E4t(7: June 11, 2007 11:56 ParpetWoodStud.wwb Design Check Calculation Sheet Sizer 6.4 LOADS ( Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pat - Start End Start End tern Loadl Wind Full UDL 82.0 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : • r-.: :, rrr: r, rrr:: r: xrn. nwrrr.. r.. Irwxrr::,: nrrar.. rnrrx. nx: wxaw:. rrrrr. rrrwr: w• wwrrwx. xrrrrxrrrrr. r: w, r, rr. n. x. W, n4xn. rnr�aa ..:r:r..rrnarrnlrn.x.aa -rn, u�:uxrinnr � wnnmx�i:��lil� rrl riu��� rrnir� nn• rurar. ruraauwwuwwuw :nuxu.nnnrxruuwnanwwnwwnurnxuw �]1_�• .... r en...r• .........u....n..nn... ntr nnn.nn.rnnnnunr .nnrur.xx..x.xxnMr..x1111 r t r•Iw••.r xtN nrlU Irrrwn In)enxwnu rr IK.. r Il rr .:r r I Ir fir ••t n ••rr4rnrnrr.r. rr r nrr< ).r n•rn...rnrrr r nr.wnr...l r 1 r n x t n.. , ...... a r r 1 .u..4.n. b' 2' -5.5" 6' Dead Live 600 Uplift 108 Total 600 Bearing: Load Comb #0 #2 ##0 Length 0.00 0.50* 0.00 Cb 0.00 1.75 0.00 *Min. bearing length for beams is 1/2" for intermediate supports Lumber -soft, D.Fir -L, No.1, 2x4" Lateral support: top= at supports, bottom= at supports; Temperature: 100F <T < =125F; This section FAILS the design check WARNING: This section violates the following design criteria: Bending Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2001 Criterion Analysis Value Design Value Analysis /Design Shear fv = 82 Fv' = 230 fv /Fv' = 0.36 Bending(-) fb = 2015 Fb' = 1877 fb /Fb' = 1.07 Deflection: Interior Live -0.03 = L/886 0.08 = L/360 0.41 Total -0.03 = L/886 0.12 = L/240 0.27 Cantil. Live 0.62 = L/68 0.24 = L /180 2.61 Total 0.62 = L/68 0.35 = L /120 1.74 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.60 1.00 0.80 - - - - 1.00 1.00 1.00 2 Fb'- 1000 1.60 1.00 0.80 0.978 1.500 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 0.80 - - - - 1.00 1.00 - - E' 1.7 million 1.00 0.90 - - - - 1.00 1.00 - 2 Shear : LC 82 = .6D +W, V = 310, v design = 287 lbs Bending( -): LC #2 = .6D +W, M = 514 lbs -ft Deflection: LC 82 = .6D +W EI= 9e06 ib -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. • f Gravity Beam Design 9 .- i RAM RAM SBeam v3.0.1 NTEyN WK 1M Licensed to: Opus Architects & Engineers 06/11/07 11:58: STEEL CODE: AISC LRFD SPAN INFORMATION (ft): I -End (0.00,0.00) J -End (13.00,0.00) Beam Size (User Selected) = C6X10.5 Fy = 50.0 ksi Total Beam Length (ft) = 13.00 Mp (kip -ft) = 25.75 Top flange braced by decking. LINE LOADS (k/ft): Load Dist (ft) DL LL 1 0.000 0.010 0.000 13.000 0.010 0.000 2 0.000 0.000 0.600 13.000 0.000 0.600 SHEAR (Ultimate): Max Vu (1.2DL +1.6LL) = 6.32 kips 0.90Vn = 50.87 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu cu Lb Cb Phi Phi *Mn kip -ft ft ft kip -ft Center Max + 1.2DL +1.6LL 20.5 6.5 0.0 1.00 0.90 23.17 Controlling 1.2DL +1.6LL 20.5 6.5 0.0 1.00 0.90 23.17 REACTIONS (kips): Left Right DL reaction 0.07 0.07 Max +LL reaction 3.90 3.90 Max +total reaction (factored) 6.32 6.32 DEFLECTIONS: Dead load (in) at 6.50 ft = -0.015 L/D = 10143 Live load (in) at 6.50 ft = -0.881 L/D = 177 Net Total Load (in) at 6.50 ft = -0.896 LID = 174 Project Fenno Creek 01. OPUS. Date 6/7/2007 By SJT Opus Architects & Engineers Sheet ‘0 of WIND FORCE CALCULATION USING ASCE 7 -05 For Components and Cladding with Mean Roof Height < 60 feet DESCRIPTION : Modified Front Entry Parpet Detail Filename: Wind ASCE 7- 05.xls i By: DCP /MJK Design Wind Pressure Plus and minus signs signify pressures acting toward and P = g (GC away from the surfaces, respectively. +C -C +C 4 -G roof +C 4 P windward leeward case 1: +C +GC -C 1 L. case 2: +C -GC -C V = 85 mph wind speed exp = C — - exposure category Category II Table 1 -1, building classification I = 1.00 Table 6 -1, importance factor Table 6 -3, velocity pressure exposure coefficients Kh = 0.85 at mean roof height K = 0.89 at top of parapet K = 0.85 Table 6 -4, wind directionality factor Kzt = 1.00 K = (1 +K K = 0.00 Figure 6 -4 K, = 0.00 K3 = 0.00 G = 0.85 Section 6.5.8, gust response factor velocity pressures qh = 13.4 psf q = 0.00256KhK q 14.0 psf q 0.00256K internal pressure coefficients GC = 0.18 -0.18 Figure 6 -5 h = 12.5 ft mean roof height, eave height if 8 < 10 b = 48 ft minimum building width • • ■ Project Fanno Creek 0 OPUS.. Date 6/7/2007 By SJT Opus Architects & Engineers Sheet 1 t . of • a = 4.8 ft a = lesser of 0.1b or 0.4h but not less than 0.04b or 3' O = 0 ° Roof slope from horizontal, in degrees Wind Pressure if Tributary Area, A, > 700 ft use MWFRS Tributary Windward Pressure Leeward Pressure Area, A w/ GC -0.18 w/ GC 0.18 Zone (ft2) GC p (pso GC P (psf) a 1 10 0.30 6.4 -1.00 -15.8 3 , 2 r 3 30 0.25 5.8 -0.95 -15.1 a 4- 100 0.20 5.1 -0.90 -14.4 500 0.20 5.1 -0.90 -14.4 2 1 2 2 10 0.30 6.4 -1.80 -26.5 30 0.25 5.8 -1.47 -22.0 100 0.20 5.1 -1.10 -17.1 3 2 3 500 0.20 5.1 -1.10 -17.1 Roof Plan 3 10 0.30 6.4 -2.80 -39.8 If there is a parapet at least 3' tall 30 0.25 5.8 -1.99 -29.0 use Zone 2 negative values in Zone 100 0.20 5.1 -1.I0 - -17.1 and - Zone 4 Tnd 5 postitive values 500 0.20 5.1 -1.10 -17.1 in Zones 2 and 3 respectively. 4 10 0.90 14.4 -0.99 -15.6 30 0.82 13.4 -0.91 -14.6 100 0.74 12.3 -0.83 -13.5 500 0.63 10.8 -0.72 -12.0 5 4 5 a 5 10 0.90 14.4 -1.26 -19.2 30 0.82 13.4 -1.11 -17.2 100 0.74 12.3 -0.94 -15.0 500 0.63 10.8 -0.72 -12.0 Wali Elevation Tributary Windward Pressure Leeward Pressure Area, A Zone (ft) +GC -GC P (psf) +GC -GC P (psf) 4 parapet 10 0.90 -1.80 38 0.90 -0.99 -26 30 0.82 -1.47 32 0.82 -0.91 -24 100 0.74 -1.10 26 0.74 -0.83 -22 500 0.63 -1.10 24 0.63 -0.72 -19 5 parapet 10 0.90 -2.80 52 0.90 -1.26 -30 30 0.82 -1.99 39 0.82 -1.11 -27 100 0.74 -1.10 26 0.74 -0.94 -24 500 0.63 -1.10 24 0.63 -0.72 -19 A . 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