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7400 SW LANDMARK LANE-5 t:k n.y d \K I EXI X19 INC 5UILDING ST INC= HU 1 LD INC; \\� . _ _- - _ �' EXISTING BU I LM 1NG I PRE-ENGINEERED LITEEL BUILDIWx a \� ESTIMATED FINISH FLOOR ELEVATION • G ESTIMATED FIN181'1 FLOOR ELEVATION - 14'-0' ABOVE PARKING LOT ELEVATION OF SUBJECT PROPERTY. I� � ABOVE PARKING LOT ELEVATION 00: SUBJECT PROPERTY. w - - -- - ----- I OPTION 01; W N , — RQ,N ACCES61BLE ROUTE NORTw OF EXISTING CURB. w�J � PROBLEM: STEEP SLOPE AND 8'-0' TALL RETAINING -- CL - --- LL ;.asl+i i'iflf6ltd'a#�Ii�I+r1,:1�IwifiA �+IMi;.L;; tts1L WALL MAKE ACHIEVING ALLOWABLE SLOPES IN DIRECTION i OF TRAVEL MPO6615LE. C NOTE: EXISTING LASIGE (12'0)STORM OWER LINE SERVING ADJ W +�. `- ;` �: I PROPERTY RUNS ON PROPERTY LINE, PREVENTING PLACEMENT I a N OF THE NEW RETAINING WALL CLOSER TO THE P4ROOPERTY LINE I E — -- ----- BUILDING DOES NOT HAVE ANY OPENINCsS ��R WINDUWS ON THIS SIDE �- ,. . fi • •' •::' ,�vtif llp' .. .114>fY.'lr1;z�.tlti��.Y•.M�rt �i�.CetIf1C q)q•'1�ifliu�ILLN1{M1��P:.t..::-./]t •>,"; '•' I• , • eIYJ [dot r=i :l l f AltCi:: Q,a:RtislaaruNt.t,BNI; 11..k.t 9rltNtA+Y4t�A AS t rtW_d sfl: i.sFit6f+iG{GT I ,�IAtru:l !Sl aia+ {:<e �l;.ii' k� ; :.+aiL�.stit�tk' tv; :afid ,iu fi:rr;...:.�' .;:.'::.: r ,•�� _ - ., _:__ _ :: =- _, -. :--__. _:-----� --.:`_- ---- NOTE: CONFLICT Ww1ERE AGGE99115LE W 6 ROUTE REDUCES REQ'D DRIVE -- --- 5'-0' WIDE ACCESSIBLE ROUTE LANE WIDTH WITH TACTILE WAROtANING 3'-0' WIDE — _ — _ — — — _ — — TACTILE WARNING NOTE: RIJN ACC. ROUTE NEAR NORTH PROPERTY TO AVOID >3TEEP SANK - EXISTING r K a O - CROb$ING BEHIND PARKING. /EXISTING CURS E —---- EXIST. LA'08CAPE TO REMAIN 4 r --12' W. PAINTED 7 NEW RETAINING WALL --- -- --- - - --- _ - - W a STRIPES ` --__ ' �. -�'- -- i XI T. R T AI IN a I N ' I I \ \ A L f8 1- 011 ! ip •�� Y �PT-LON- L. \ RUN ACCESSIBLEK ROUTE IN TRUCMANEUVERING AREA.LOADING D ® PROBLEM. CANNOT RUN BEHIND PARKING STALLS DANGEROUS CONFLICTS WITti T%kJCK AND OR TRAFFIC REQUIRED EXIT WITH 5'-?9' LANDING 7 w GRADE. W C TN TATILE / ® E-XI S I 1 �1/IC� FEFBAUGH WARNING SUR0'FACE 3 - W �.\ ----- - -- ALL SIDES PER 0666 11032.4 4' WIDE PARKING LANDSCAPED \ M�4NEl�v�R I!�lCs A�2EA \� STRIPING (TYPJ ISLAND ® � _-- ORE ON CONC. BUMPERS , (EXISTING PAVING) `� ` (TYPJ OF ID 14 EXISTING SPACES I r� / /oo X, 3'-m' DETECTABLE - I OF �1 Ar" PP iROO°.Sso ADDITION WARNING SURFACE \ PER 2/All $IM. �- �,;, (SHELL ONL1') -- }Y• ,� \ \''`� </�.- r/ ��/sT / _--- -_ � III �' 'Goy U EXISTING LOADING i DOCK Z ' W z •Q \ \ / RxJN ACCESSIBLE ROUTE ALONG BUILDING WALL 1 11 PROBLEM: COW-ICT$ WITW TRUCK TRAFFIC CANNOT _-- I U y' ACWIEVE ALLOWABLE SLOPE$ IN DIRECTION OF TRAVEL f G� OR CROSS-SLOPE IN VICINITY OF LOADING DOCK RAMP ► 'r X1.7 �, • .?CX / `` �� -�_, \ APFtROX. LOCATION .- LaNO ARK LAND EXIST GAS METER` `.. TO 1910. . O AVE. Ra(L �� ,i � � �.. \ �`� S W. LANDti1ARk Z o RAILOAp SF �G y _ , _=R CINE or n,� �cE N W 4'C NC 0 o�C � ',o ,_, �. `�Ampp M. � � kyr '410. _ uu �lz \ I ~ O�O \\ L-WARN DETECTABLE Eld 9 *, PER 2/,412 SIM. INC \ \ — ' - pp NEW CONC. SIDEWALKI \ \ � TO CONNECT TO PxIST a X w FOUC�HT3 STEEL PiROPERTY � •• . / Az .j ui EXISTN5 PARKING LOT ( W 3 0 Z lei AJP~f \ I DE" LRD . Y I DRAWN RJR JIM NO. 98134 DATE 9/00/99 ACG S6I BLI ROUTE OPT I ONS PLAN SCALE. I' 2m' m' �`y EXml 1400 SW Landmark Ln SIT1999-000'•2,Sup1999 00729 1 0l R 7 NAME, FI\LRAWINGS\Bonita`,98134_A_SPOl,dwg DATE, JUL 16, 1999 TIME, 8151 AM. LEGIBILITY STR1(' CfCI •• ' O 2 3 4 S 8 8 10 I I 1'2 1�3 114 18 17 18 19 20 21 22 23 2�4 25 28 2�7 2i9 216 3�0 lomm.i pn CDBI 11 OI Q 4 III MONI t IOL �1at11a1111�111i11 i h llL�1�11�1h1�111�1111i111►�t�tl l IJI�J l ttll l.�Llj�a�lJl.�l.��l i 1.1111 LIJ 11.L�J�.111.11ti�h11�► 1i1��J� 11,111111 IlTjII IIIII 111ILLUJil1.11,)Jala.Lloa ,_, :,...: .. .. .a�,,,q„N,.rtrwn„qy,,.•.c„+.rn,�„,f,�.,,,.......,...,rw.,,•.�,.....ar.,ua..,.n....._ r-«w.w...w.,n. „ ynr.•.wn...,.,..an...+ww,...,.,n,.+e,uu...,,,,,.w...y,.,t,.n+'eh+,., _ ., ., .--. .. .. ......_ .•..,,....,..,.. _•-_•• _ m . o W v� W w Q W — IL FOR O � ro � C • 0 Lj o = w zQ •40 q IL - jilt 1 711 1 1 a W *Ali 7400 SW. LANDMARK LANE lip TIGARD OR GONLON�T' [F N UGHt I f SA EON /00 PROPOSED ■ OF TENANT , BONITA PRODUCTS ECT D/i9 CT' Oi9Y B11L DINo , S itA�4YG //VDE�I'NOT M SCALPR®JECT CONSULTANTS ' ' 1881 UNIFO►iM BUILDING CODE W/ 18AMENDMENTS CO•ER SHEET TIP1881 UNIFORM FIRE CGDE — r 199'I UNFFOR I MECHANICAL CODE I OWNER: 1981 NATIONAL ELECTRIC CODE \ A0.1 PROJECT/COW INFORMATION • • • U PROJECT DESCRIPTION A ONE STORY PRE-ENGINEERED STEEL BUILDING ADDITION OF 40,250 Sia FT. OAO2 sYMeeLs AM ABBfEVIATItMd6 THE PM-'PERTY 16 CURRENTLY PARTIALLY DEVELOPED WITH A 48,100 ba FT. _ PRL-ENGINEERED STEEL BUILDING. THE EXISTING TENANT 16 BONITA AO3 EXITI:1Ci PLAN • • F- Q GLENN AND L1P0A HAYTER P1114OCx/CT6. BONITA 16 A SPECIALTY PAPER FIN16NMG AND D16TRIBUTION 5S 2364.9 STAFFORD HILLS DRIVE COMPANY. ALL UTILITIES ARE AT THE PROJECT SITE AT THIS TIME AND BEING cn WEST UM. OIiEOC>�I USED BY THE EXISTING BUILDING. c ARKS ST CML DRAWINGS W Z ARCHITECT: OCCUPANCY, e_1 OOCUPANR LOADS/E]QTNCi 40,?50 / b0D bl OCCUPANTS. TWO EXITS REGIUIRED. U 1 i a C1 8f.� C3RAAFIIMOK3 PLAN • U SEE EXITING PLAN SHEET A03 BOUND HEREIN ? C2 SRS UTI JTY PL4N I EI'PIVC�1/DEF AUOFi A880C1A'TF8,P.C. o C3 EROE MSI CONTROL PLAN • W M, 200 HAW1rT} R 10R E AVES.E, SL TE A-102 SALEOREQON 97301 �� HER�Rr C4 PRIVATE DETAILS (503) 585-1500 `P TEC ER D (!SOCKt` FAX ) 581-UN ��— H DRAW :1 ACT: LONNY DB�JAH�AUC�-I � ARC ITECTURAL �� GS COPr.CN�7 • • • CONSTWICTION TYPE TYPE II-N WITH FIRE PROTECTION SYSTEM PER NP.PA. 13. LANDMARK At1 ARCHITECTURAL SITE PLAN AILS CONTRACTOR All FOU DDATION PLAN (ADDITION) Ole • ELLIOTT SHEETS CONSTRUC110N, INC. - A22 FOUNDATION DETAILS - • SALEM, OfREC�ON S. E A3.1 OVOIVERALL FLOOR PLAN (EX16TN0 AND ADDITION) ALLOWABLE eunNo AREI►: NEW LOOPUP • • _ • ; • (503) 362-1164 (503) 399-"73 ? HOUR SEPARATION WALL BETWEEN NEW AND EXISTING BUILDING. A4.1 CROSS 8E'C•IlONB • ��Oww THE NEW BUILDING 16 THEREBY NQZ A7.1 ROOF PLAN(ADDITION)AN ADDITION, BUT A NEW A41 EXTEIRwOR BUILDING ELEVATIONS V C0N`rACT: DAN SHEETS BUILDING. ALSO SEE CORRESPONDENCE883 DATED JUNE I, 1FROM PROJECT' . W CML ENGINEER' JIM FUNK, BUILDING OFFICIAL. • BASIC ALLOWABLE ATEA: O LEWIS AND VmnVLEE'T INC. 12,000 60.FT. cc 18660 S. W. K ONES K'cFW ROAN PW-PROTECTION 1 TUALATN, OM'MEQON 97062 ALLOJA5 3 TIMES 1:,000 80.FT. a 36,000 Sa FT, 0 Ix (503) 885-8605 YAFCO Fri Q (504) 885-12(w 2 SIDES • 1 V4% OVER 20 r-T, 34'-0' MINU6 2(A'.0' • 14'-0' X IZb ■ 11b % CONTACT: KU W MILLAN I.I1b X 36COV Sa IR. . 42,300 SaFT. LANDSCAPE DRAWINGS z E- (ADDITIOJAL SEPARATION 16 PROVIDED BUT NOT CALCULATED) _ - 0 Jju ssw J "°" '�' LANDSCAPE ENGINEER: 4o�Om F . L11LEM AD V&nVLEET INC. ACTUAL IAL A AREAINW a* �� 40,250 &-.1 7 A�.. 60.. BOONES TUALA MECHANICAL DRAWINGS � o (503) 985- 60 85 E)oR�T1Nv a�Ln�Ia ATEA --- — — ?' (500) 885-t= 41-9-00 ba FT. MECHANICAL SYSTEMS FOR TH8 PROJECT IS TO BE BIDDER DE8M. CONTACT: CHM VanVLEET WCHA MCAL PLANE ARE NOT A PART OF 7M SET AND WILL BE QED m m DRAFT STOPS/SMOKE APD FEAT VBITIAID BUILDING DOES NOW EXCEED RAGE SQ ROT. NO CEILWsS,VII OPEN TO SITE PLAN REVIEW APPLICATION AT A LATER DATE. 3 j � MECHANICAL ENGINEER' STRUCTURE. RACKING OR STORAGE PLAN WILL BE PROVIDED BY TO OO STRK O 18 MRE8PON8ELF FOR oSTANNc�A PERMIT PWA > ; S z z TENANT AS LEASES ARE t►KsNED. TO CONBTRUr.TION. v � � 0 � Q ME{',F'MANICAL BYSMMB FOR THIS PROJECT ARE TO BE BIDDER/DEEM FSE FeSIBI E FEOUFE ENTS NON-COMBUSTIBLE CONSTRUCTION. NO EXTERIOR FIRE WALLS DUE TO NO.: SDR 99-0005 DE1� '.RED 19&41 rAL : U. B. C. SECTION 106.3.42 d) � J DEFERREDSUBMITTAL N ACCORDANCE WITH U. B. C. SECTION 106.3.42 PROXIMITY TO PROPERTY LINES. SEE ARCHITECTURAL SITE PLAN SHEET AI.IELECTRICAL DRAWINGS ELECTRICAL SYSTEMS FOR THIS PROJECT E TO BE BIDDER DE". Q © � ' W CC SPF#W,UR SYSTEM AUTOMATIC: SPR ER SYSTEM TN T. I A INSTALLED R1?(94o15CTL911&&A1?K ELECTRICAL_PL"`46 ARE NOT A PART OF THIS SET AND WLL 3E BUBMIITED MCL TEM ®OUCw1dOU DES CsN D NSE ND LIED IN ACCORDANCE WITH N.F, P. A. 13. AT A LATER DA:I6 ppppj ELECTRICAL ENGINEER BIDDER DESIGNER IS RESPOKNKJi FOR OBTAMIO A PE IT PRIOR (9z A COMPLETE DEE1CsN FOR THE FIRES 81'RMU.ER SY6TLsh1 SHALL BE SUBMITTED SITE/BUILDING INFORMATION ELECTRICAL SYSTEMS FOR THIS PROXCT AFI= TO BE BIDDER/DESM TO THE BUILDING DEPARTMENT POF t REVIEW.APPROVAL AND PERMIT. TO W Q SPRINKLER CONTRACTOR 16 RESPr7NSIBLE TO VERIFY WITH THE FIRE MARSHAL DE=EIFED SUr11DIFITTAL : U. B.C. SECTION 106.3.42J 8U04TT'AL N ACCORDANCE W" U. B. C. SECTION 106.3.42 THE LOCATION OF THE F. D. C.PNOW, TO 0E816NING THE SYSTEM. GOVERNH0 AOENC'Y, CITY OP TIGARD • BULDM ZONP- I-H (HEAVY INDUSTRIAL) Q 3 P8%ATTED USE 3 (ta) - MANUFACTURING OF PRODUCTS LANDSCAPEARCHITECT PROPEFTTY AFEA: 191,228 60,FT. (439 ACRES) O 0 eull.nrro AREA:I:IXINnAro1' 48,168 60.Fr. � MIANCRlM AND A88OCIATE8 BUILDING AFEA:(ADDITION) 40;80 60.FT.5$44 � SAL A O OFIEQON AVEC 8 BALE•M, PAFKM AREA 11015 Sa FT. Ckb ACRES) (503) 364-IM LANDSCAPE AF1EA: 28315 6a FT. (bb ACRES) (503)364-3248 CONTACT: CHUCK MIA'NOl1M OFF-STFEET PAWNG SPACES FEOII SPACE PER EMPLOYEE OF T14E LARaEST SHIFT ��' � LRD � t URANIN FUR EXISTNO OFf-STFIEET PAWM SPACE& 41 SPACES JOB Nn. 9Bg4 FE1M OFF-STREET PAR(NCl SPACE ID SPACES DATE 7/16/99 NEW AOCEBKgLE SPACM I SPACE RE��AA REVISIDN��iO�BLDAIsJD PROJECT 819W ;U nII,1SRr LFQ TOTAL OFF-STfiffQrQ T PARSPACER 56 SPACES /_\ 9/3r� REVIOSIONS TO REV INDEX u-0 Q A A0s1 G 1400 SW Landmark Ln Q SIT1999-00052.BUPI999.00329 2 o1 63 NAME F.\DRAWINGS\Bonitn\98134_G_CVOl,dwg DATE• JUL 14, 1999 TIME 1157 AM. �K•.'..I....y.•.4 L•:•,+'p•V--TWIN^' ..r..�n.... Cm nilnni liui� inlnn�li l�inlliu �unll u� LEGIBILITY STRIP 10MM.1 cm Io I I �2 1 F I's 210 21 22 2'3 2a 2s ae 27 2E 29 300 I 2 3 a 7 ' ' C D 01q III IAONI 1 108 "-?uJ1�U1111�11,�.1.��.1�111�.11.11�.1J,1.1�,111 .W:1l.W,ll,U.U�,.4�,1� ,l.UU. ,U1111.�1�4W1�l�LW�.�1,�111�1 ,1��I�J.�11J1�U.�ll.11.l.11Tlllll�l oz .. - ., .wynw MMMM'MM+ _wwMwrwra+:�..w+r....w.rw,....e..:...+►.•+y.w�""gfIM�M"'w!b.w.'.'M.,pr-'•'^N•r`�'+!Y'sn+Iq.•tencr ryp@.T'pNf' .. - . .. ... . MTi ,t DRAFTING SYMBOLSLEGENDMATERIALS LEGEND ABBREVIATIONS _ FiB"fW8 4vw;fi'nm AND JAK - JANITOR -- -- ----�— ----- --- ----- — — --� -- — - • AT JT. JOINT U � • POUNDBMIJ'IDER OST. JOIST • I DETAIL REFERENCE SYMBOL �NUT"IBER/LETTER ON TOP REFERS TO PRAWHNG ' a Q. ANCE+OR DCXT I - VI LOCATION- NUMBER ON BOTTOM REFERS A C. ASPHALTIC CONCRETE K D KLN-DRIED Z MA60NRY - COMFKJN FACE KIT. KITCHEN j 81•�EET NlJ IBER uACp�l,i9f ��Cl►BTT�TAGOUBTICAL w � • A.F. F ABOVE FINIS" FLOOR L. LENGTH Bu1LDISECTION REFERENCE r 1 SEE DETAIL REFERENCE SYMBOL 4500 CE S -150MASONRY - C4NCPRETE CLOCK ACG. AGGREGATE LAB. LABORATORY =c X4.1 N(a AL.T. ALTERNATE LAM LAMINATED LL ALUMi,4L. ALUMINUM LAV. LAVATORY � = W ANOU. ANODIZED LKR LOCKER CONCRETE - LIGHT11E1GHT0 /\ Q A N. 9. 1 AMERICAN NATIONAL LT'G LKsHTING V STANDARDS INSTITUTE LT LIGHT y : Q A. P. C. ACOUSTICAL PANEL CEILINra 1777 EARTH - COMPACT FILL APPROx- APPROXIMATE/APPROXIMATELY M. 13 MACHINE BOLT — - , 0A, wL BABOVE ARCF4. ARCNIT'EGTURAL M. p OMEDIUM DENSITY OVERLAID AL� SECT ON REFERENCE SYMBOL SEE BETA REFERENCE SYMOL AASPH A$pHALT M o MASONRY OPWENING AUo) T AUTOMATIC O. AU GMAT G MATL MATERIAL i 1 I EARTH - GRAVEL FILL Aux. AUXILIARY MAS MASONRY 2 MAx I P'IANLF./t-+FR MAMJIFACTURER a METAL - STEEL DOG. COTTON OF GCxvGPRETE/CURD MFG. MANJFAGTURING D O D BOTTOM OF •7ECKNC- MECO MECHANICAL IL < VI 2 ELEVATION REFERENCE SYMBOL SEE DETAIL REFERENCE SYMBOL ABOVE 5. 0 D BOTTOM OF PECKJNG MEMS. 1•TEMBRANE NUMBER(S)ON 'OUTSIDE PREFER TO ELEvATION B. O. L. BOTTOM OF LINTEL MEZZ MEZZ.4NiNE NUMBER WOOD - FINISH 5. 0 M BOTTOM OF MASONRY MILL MINIIlw 5. 0 P BOTTOM OF PAVING MH. MANHOLE NUMBER INDICATES WALL TYPE, LETTER IN B. U. BUILT-UP MH. MANHOLE r/ WALL TYPE REFERNCE 9YMWL l-OILER _EFT BOX INDICATES FURRING TYPE, B. U. R BUILT-UP ROOF MTL. METAL LETTER IN LOWER RIGHT BOX INDICATES WOOD - ROUGH (CONTINUOUS) DD. BOARD MISG- MISCELLANEOUS WALL HEIGHT. BIT BITUMEN mop. MODIFIED BLDG BUILDING f BLKG. BLOCKING N. I C NOT IN CONTRACT 0 GRID IDENTIFICATION SYMBOL LETTERMUMBER IDENTIFIES GRD — WOOD - BLOCKING BM 15EAM N. T 6 NOT TO SCALF- i BOT. BOTTOM NO NUM ER I I 5. 0 BY oufJ apt NOM NOMINAL �I ROOM IDENTIFICATION SYMBOL ROOM NA,'E ON TOP, FROOM 'VUPMBERWOOD - OLYWOOD STUN15ETUEEN O C ON CENTER —, ON BOTTOM — O. D CLTSIDE DIAMETER �} O. F C. I OWNER RURNIS'4ED CONTRACTOR INSTA4_ED _ ,, .� C. CH. CATCBASIN O. F O 1 OWNER FUFhlbo4ED OWNER INS-ALLED FLAN NOTE SYMBOL REFERENCES L ST OF NOTES FOR SWEETEET FINISHES GYPSUM WALLBOARD G. J. CONTROL JO NT O. F O OI.TSIDE FACE OF v I� C. L/4 CENTER LINE O F R D OVERFLOW ROOF DRAIN ON WHICH SYMBOL OGC:UF* ONLY. C. M. U CONCRETE MASONRY UNIT OH OVERHEAD L DEfE 1�ILUGW-� C. O. CLEAN OUT O. m OPPOSITE "AND FINISHES - ACOUSTICAL TILE C. O. G. GLEAN OUT TO GRADE OP1.r,. OPENING S REG WINDOW IDENTIFICATION SYMBOL OI•p OPPOSITE �i d� X00 NU 16ER IpENTIFIEB WINCGW Tl Pf C. T. CERAMIC TILE �I GAD. CABINET OPPH. OPPOSITE HAND /Ili O� OgC�1 FINISHES CARPET CHARS CHARACTERS C L_-IF FINISH ELEvATIa, SYMBOL. NUMBER IDENTIFIES ELEVATION C I. CAST IRIO/N P. G. C PORTLAND CEMENT CONCRETE DLG. CEILING P. LAM. PLASTIC LAMINATE fin CLR CLEAR P S. 1 POUNDS PER SQUARE INC-4 7 _71COL. COLU'tN P. T PRE86URE TREATED -_- _-_ FINL*4ES PLASTIC CONC CONCRETE OSRF og�ORATEp DATUM POINT SYMBOL CNp. CONDITION PLAE PROPER" ..INE PLATE C014#4 C:OMNECTION PLYW'D PLYWOOD CONST CONSTRUCTICJN 1- 5 PARTICLE BOARS"- INSULATION - BATT CON* C,ONTINUOU5 PR PAIR COR. CORRIDOR U FOOTING/COLUMN IDENTI=ICATION SYMBOL NUMBER IDENTIFIES FOOTINY•/COLUMN r4,P15ER CF'T CARPET QT «LARRY 11-E co z . a+ CU. CUBIC dK INSULATION - RKsID C F. M CUBIC FEET PER MINUTE R RADIUS T y R A RETURN AIR W Z R B RUBBER BASE 0 , ` .. .. •./LPA DIAMETER T — .; n E. I. F. S. • FOAM BOARD D F. DOUGLAS FIR'DRINKING FOUNTAIN R D RDUD DRAIN , p DOOR SYMBOL NUMBER IDENTIFIES DOOR NUMBER G S. DOWNSPOUT RM ROOM , U C DBL. DOUBLER. R LE G OUGH OPETNING 56MM ITION INDIGATION6 D DEPTH REF. REFERENCE ND. E. F S DIRECT EXTERIOR FINISw SYSTEM REFR REFRIGERATOR cr_ II, n 0 REVISION REFERENCE S MDOL wWR/1-ETTER IDENTIFIES vI IRESION/"AR WALL DEPT DEPARTMENT REINF RE T,ED RE NFORC NG DEMO, DEMOLISH�DEMOLIT'ON RfQ'D REQUIREUIRED � 1 NJ �� m4 SHEAR WALL REFERENCE SYMBOL — —' RE61L RESILIENT 1K MASONRY - BRICK DIM DIMENSION DIM DIRECTORY RE RIEVIERSE W Z D19'P 0I15PEN16ER 0 a ON. DOWN S. A SUPPLY AIR U CERAMIC TILE D'R DOOR S. C. SOLID CCIRE/SAW COT 2' X 2' AIR SUPI•'LY GRILL Ci TL. DETAIL 9. D. STORI-1 DRAIN.SOAP GI'vPENSER JUNG. DRAWING 9. N. D SANITARY NAPKIN DISPENSER S. K R SANITARY NAPKIN RECEP'ACLE CONGRETE/rLASTER/E. I.F. S. EA EACH 6. 6 STAINLESS STEEL a E B EXPAN81ON BOLT S v SHEET V NYL 2' X 2' AIR RETURN GRILL j I E. I EXTERIOR INSULATION SCHED FINISH SYSTEM SECT SECTION ON i E E. 8 EMERGENCY 1FLECTRICAL SHT SHEET SYSTEM 9wLJF g"OLIER 2 X 4' KLOURESGEN' LIGHT FIXTURE E. EXPANSION JOINT ELs. 5, ELECTRICAL PANE ARC SIM. SIMILAR utll SPEC SPEGIFICA-�1C%N r9 ELEv ELEvATION/ELEVATOR SPEC SPECIFICATION rg EL� SQ. SQUARE � •� 2' X 4' FLOIJRESGEN' LKsHT FIXTURE W/ EQ EQUAL F- SQUARE H WD. 9T AJQDE' O NIGHLIGNT E. W. EACH ELEC. ELECTRICAL STL STEEL 0 EMERG EMERGENCY STOII STORAGE W LIT EXIT SIGN ENL. ENCLOSURE.. STIRJCT FiTWLCTURAL O cc EXIT EQUIP EQUIPMETIT EXIST EXISTING bye. S'w TF*l /mow O EXP EXPANSION S. AND 9. STAIN ANG SEAL Ii WALL rv1puNTED LIGHT FIXTURE EXT. EXTERIOR 9 AND V STAIN AND vARN15+•+ O 0 F A FIRE ALARM 1 S. M. SHEET METAL SYM SYMPIETRICAL �Q F B. O. FURlNISWED BY OTHERS RECESSED CAN LIGHT FIXTURE F. D. FLOOR DRAIN)FIRE CAMPER T 4 G TONGUE d GROOVE .� F. D. C. FIRE bEPA1R'TMENT GOMIECTIONT. TPMAD F. E. FIRE EXTINGUISHER T, C. I. TILE COUNCIL INSTITUTE 7 ui I 1RACK LIGHTING F. E. C. FIRE EXTINGUISHER CABINET T. O. C. TOP OF CIJRB/r_ONCRETE F. H. FIRE HYVRANT T. 0. D TOP OF DECK ING' NG Irl ® EXHAUST FAN F O. C. FACE OF CONCRETE T. O.G. TOP OF FINISH IISHGRADE Q F. O. F. FACE OF FINISH T. O. M. TOP OF MASONRY F. O. M. FACE OF MASONRY T. O, P TOP OF PLATE F. O. e. FACE OF STUD T. O. W. TOP CF WALL SWITCH LOCATION F. R FIRE-RATED T. P. TOILET PAPER *' F. R T. FIRE-RETARDANT TREATED T. P. D. TOILET PAPER DISPENSER FIN. FINISH T. J. TRO4EL JOINT % TOOL JOINT x v2 THREE WAY SWITCH FIXT FIXTURE: T. S. TUBE cTEEL uj uj FL. FLOOR(INC•) T. W. TOP OF WALK Q FLASH'G FLASHING T`f'P. TYPICAL 'QJ DT SWITCH WITH DINNER FOR FOR TRACK LIGHT FLUOR. FLUORESCENT TEMP. TEMPERED RAP FOUNDATION TRIC THICK (NESS) FT. FOOT THRESH. THRESHOLD 9FTG FOOTMG TEL TELEPHONE LSWITCHWITH DR?'ER FOR RECESSED CAN LK>'►4T DC FU}rr RIBBING "FIJRRED) ' U. B. Cr W IF.OR!'1 BOILING CODE G. B. GRAB BAR U. O. N. UNLESS OTHERWISE NOTED J SWTCH TO SAYITOCITH DISPLAY CASES GA GALIGE UN-FIN. UNFINISHED O GALS. GALVANIZED UG. U,DERrROUND _, (� Il0 Y.Dl�'U Ex RECEPTACLE G. 1. GALVANIZED IRON W GEN. GENERAL- V. S. VAPOR BARRIER 1 PIE v QUAD f,—CEPTACLE GL. GLASS (GLAZING' v C. T. vINTL COMPOSITION TILE z G. L. B. GLU-LAM BEAM v. T. vINYL TILE GNP. GROUND v. T. R VENT THRrJ ROOF C)W OUTLET FOR RANITLOM WHIP GRD. GRADE V.G. VERTICAL GRAIN CWP. GYPSUM VERT. VERTICAL GYP. BD. GYPSUM BOARD VIAT. �NSTEIEBULE "DIG 110 v 20 AMP DEDICATED OUTLET Wi ISOLATED C*%OUND H. NIGH 0G HD, HE.�D W. WIDTH 0 2 GAN!s TELEPHONE RECEPTACLE W • WALL PNOPE HDR HEADER W. C. WATER CLOSET HEX, HEXAGONAL W. G. WIRED GLASS Pq-ON4 110 v. DU'LEX FLOOR RECF.PTAC.LE HT. HEIGHT W. H. WATER HEATER H. B. HOSE BIBS W. P. WATER PROOF 8 W. C. HOLLOW GORE P. HANDICAPPED U6N ROCM RECEPTACLE FOR 3s"TELEPIIGTE HWCW/O WITH PLWITHOUT.G. DE8IGYN LFID H. G.M.U. HOLLOW CLAY MASONRY UNIT WD. WOOD H.M. HOLLOW METAL WSCT. WAINSCOT DRAB FOUR GANG VOCE ANL DATA BOxJOB No. 98135 HORIZ. FIORIZONTAL WIN. WINDOW HR HOUR W. F. WIDE FLANGE W. v. A.C. HEATING VIG VENTING AND WT. WEIGHT DATE 7/15/96 AIR CONDITIONING I. D. INSIDE DIAMETER YD. YARD. I.F. O. INSIDE FACE OF ICAk ICANDESCENT INCL. INCLUDE Ilk INCH INSUL. INSULATION AOm2 INT. INTERIOR INV. INVERT 7400 SW Landmark r — ------- V J SIT1999.00052 BUP+9oc". li ]of 6] 4 NAME, F,\DRAVINGS\Bonita\98134-G-SYO1.0Iwg DATE- JUL 16, 1999 TIME 90' aro. LEGIBILITY STRIP �o. 2 3 4 5 6 7 0 9 10 1 1 12 13 14 Fj 7 le e 20 zl 22 za za 25 zs z ' 29 CDZ I I I 01 9 g H:) 21410 z �1k1�11t1�J�1t1�L1�1;1�1L1i1111i�.JJ1tl�W>I�;LLLILIaIIJ lllilLW�UI.IlIJL1ll�)i.l�Lli.II.I,IPL(��!LI11�111LJI,111>ai1111-�llil Oz w u r - - Jp V y f f�f Qv � a Z � LLw W � z � D o -- a W � w•■e, Doi X20 -�' � I o, - �- --- - - --- ------- -�- —,A -,- — LINE OF Ex- Caf 61" 5L,-O ! I ----- - — - - - - --- - - - - - - - - - - - - - - - ABODE EX1- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - � I If i i ii I ! ! ,' REQUIRED Ex T •` / �! /, J T 1 �--�-- - - --; - cQ� u�,! EDT TO BADE � i // /' // / / // ,/ //'/,/ r'" / / � // /" , / / /;/ / i' /' i` ! /•/ r/- /' // / / i �`t i i - - - � � /z 600k, A A I � �• / / �' // / / / � / / / / / / / / /" / � / / / � / j / / /' f � ` - � 'rip� ` � ORE d/30/00 -� C le REQUIRED EXIT j EXIT TO GRADE t x IJIDT4d ■ 3`' • /;/ I %' /` / J /, �•/ // /' /' //' i r,, /' // / r i/ ii ; / %i / //' / '/r r/` , r^ Z' 1" ' cw — SPRINKLEDU. OCCUPANCY S. 1 /r // / / i ' / ♦'/ // / / / �r /` / // / / / 7! 8 c �1USE � ///, ' / / / r / " / /, '• ~ Jf r / OCCUPANT LOAD x;W Sa F'- S" . 61 Z / !�" n EXITS REQUIRED 1 EXI*g 0 r a g /' EXITS PROVIDED: 21 REQUIRED EXITg� 1 , / // / / / r/ / % / '' j '// / J - 3 C — I k 3) ADD TIONAL EX' S i / / / ' EXIT WIDTW REQ'D M it $ Ib. !/ //` / •�/ % /i ` (�T (* W EXIT WIDTId PROVIDE EX' STNS S , X TRAVEL DIVAN,- 2'�' o - ' �" % / ' ' , % /' % / % / :r / ` / NC NEW ILORK '� +, 5 ata a NEW 2-a LLI OF 77--� EXIT /•Ji / / / / / /// / / / / / / j/ / // / /' , / / ,% j / cc Xx cc U. LIU �— I I EX161wi EIUILDI►JCi Z ujz J Z cc J o vs Lu 0 SCALE: 1216' I'-m' resom Lm i DRAWN RA JOB ND. SM DATE 7/15/41? REWPONS L REV 11100+ *o OCC LW JLCv A-xw Lf�O /� -- REVISIONS AS NOTED Upp AOm3�1 7400 SW Landman L^ SIT1999 00052 SUP1999-0:729 4 of 67 NAME F,\?)RAVINGS\Bonito\9E134_A_EX01 Clog DATE JUL 15, 1999 TIME 1115 �". LEGIBILITY STRIP 5 g 7 e e 22 23 24 25 2e 2- 2e 2. I''','I'I' j 'I 101.111 I N JN 1 • t OL M M IMWi :11111+11,1JI111114� 1Y �Yit!Ii�4�+kfa1 LU. i+�i4ldl i , , i Il dj 11 h i i ILI ' OZ 4 .. . • _ .. P^'-R1.'r{Y'/."t N`..Mf`:n"C'f' 'A4.¢!ft.'rtT tl,wRY01{ .. .. .-... *ra+■i�vw.in+www.w.x....nrw..++...++•.c,.«r.wn*+..+„w++.nwn.rr nrww..r -. •r"'"ne`a w.IM.•MM MMMM•��'M■,+M .r•.....nwM1�FM4N si!wwsrw+ww,aw+Nem.wr1MrM�H!la■.Ms.n«.rnwr..++.—+.r.. s. e.. =1 �Q 20 _ � Lu LL u) _L BEGIN A" T-0.;4. 151.5 T.O.W. 15'1.0 .. '54.5 —_�� d & B.O.W. 153.a LL LLJ 15159 • + .w .w .w .w www ,w N ---• '56 5 0 U Q lb B Q \55.0 _ RET. C RET FH RE 54 51 rry • END hAi 55 r,�� -nv sa. VJ W 1 T.C.W. t53 5 �I;JRB \ 1 B.O.N. 153-0 56 ��. ' 2 Q = 5, 153.8 52.0 Cts \ 1 ♦ ` ' � RSM 151.8 S. II ` 53.15 r I� F 154.25 �V )' RET . ry ♦♦ S A" 9S RIM 15 2 0, ` N M. TO. EX.STINa 5C. V4/EMENT 4�• 41/ 1Jfj , � / � ♦♦ / /V�J .9 59 5 I c i� TA �< ::O:< '59 ��'' --- 2� pCOFt J ,,� 1 1 v' 44 ♦ r c.. 4IY 53.5 F4:5 1 PROQOaEG SDC I T�O!�I _._ Fm. 154.2 1,MATCOO ExtTING X\ I S� s. /' �1 ♦ $ W Z s� = O �1rF fn _ r EXISTING Sc z _ 5 315; G \ - 152 Rq JL ROpq spv 1 z .� R �SNE �,.. . ,., 8 �c cc 1 U o \ \ /c-) I u- U) Z z \ \ �OUG� 1 a STi�EL PROPERTY ,� 1 Q a- ,.\ F - U CONSTRUCTION NOTES: 931 GR MNG %LEGEND z k\, \ S AA/iNG SECTIO\ 3" CLASS C ASPHa�TAtF" - EXISTING CONTOUR. LINE 1' \ B" CRUSHED AGGREG ('1.�-'v' ) �- � \ Ig5 \ 1 �+ I WATER ;;UA�Ir� DETENTION ►'CNC TC -4/E 3:' SI^.E SLCpES MAXIMUM. � —1. NEW CONTOUR LINE R N GA BCH BASIN (�G • MANHOLE \ F , CID-) R) JTILITY POLE ` O W EXISTING SPOT ELEVATIONS FIRE HYDRANT \ J W 54.5 NEW SPOT ELEVATION L'�J � METER \\ W � PROVIDE STAKE. SEE SPECS ❑V UTILITY VAULT 0 ELE'/. ELEVATION _� Q TRANSFORMER AND PAD rn v H.M. bENGH MARK ® ® VALVF BOX COVER TOG TOP OF CURB 1 +� LIGHT POLE \ 1 BOG BOTTOM OF CURB _�_ WALL MOUNTED LIGHT MH MANHOLE CB CATCH BASIN FIRE DEPARTMENT CONNECTION F- 0 J W i DESIGN KSM DRAWN 88D \ _ JOB NO. 98289 DATE 08-05-99 AIII14NORTH� SITE CsR�.►tDI1�IG PLAN 20 D 20 4� REVISIONS:---.- LEWIS & VAN VLEET INC. \ P 5 99 CONSULTING ENG ;S INk-- 1!!880 sw boonee ferny road 7400 SW Landmark Ln tualatln, oregon 97062 R03 895-8605 phone SIT1999 00052.6UP1999 00329 033 885-1209 fax Sof 63 �y ----- - - —_ _ S:TE GRADING LEGIBILITY STRIP crr ipm�acm 1 2 3 4. 5 6 7 8 9 10 1 1 12 13 14 Ig 17 18 19 20 21 22 23 24 25 26 27 28 29 30 CDtl I 1 Oi q NpNI • IOt 1,1�,1��111�111L11 L1 jl111, lIjj i 1111 I-I��LLl!LI.I l�11111.1 I)I�I III I I i I I I I I III I It,I,I]I 1111 i 111111 I I III II II lihilulITIll 11111 ... IN Im- -. _ .. .. *r.w.,.-.•,_-,.!.+en+I..MFMw+rw7r+ennr.«rm.n-v,.+,.,.w,_ _.,....,.. -- . .. ....n..,q�ffr,,.�„ .......nw ".,. »...+.rrtt'^"•1'h-.,..«.._.�...rv.. ..... _... .. .,.. ... .. ...w- .. .,.. .._-_.......».,+wn.+ .. I --------- ---------- z � FiLl Cl Z � � � WLL V J =1 W - 12 M 'XIMUM FH El FW FW F.-+ FW — _ J) _ _ _ $"STS _�C.O �� =Z 02'40 _ ___._ - 1 1 � a l D55 Ste` . RIM 5'43 N` 4°STS (TY PPP w IE1 52.0 IF 49 6 DSb ; I j L ` 4Lur // ��// Y 4'S T5 0 i / �.vi �0 �5• <i y D54 \ Y I / IE 15Z0 41 _ 0 a ` f ' ,� 8.35 S`0 'TE¢ 151- qj (J 4"STS- 5349.0 \ �► RIM 150.10 IS 152.0 I I ` \\ I. 'Ip IS 149.0 s / 1� +. �� „\ g IE ,41•� / (9) 17008 TRUCK DOCK ` \\ I � C3) r STS MH W PUMP, RIM 153.5 10 6"IE IN 141.25 81E CUT 150.5 ROOF DRAINS / PROPOSEr•ADD I T I VI 1 - , 1 IDE,52.Z F.F. 154.2 C f"ATC00 EXISTING BLDG. 441 \ % ` —OUTFA;_.. IC POND ► e" IE 150.0IS 152.0 1 x _4"St5 r v IXZSTZNG ov V Q *lENG� DR:-ZN UJ ?U7 ALL. 6 'a � l W Q \.[ D59 \ c W Z \� w•i. (,"STS- �'{�152.0 ,, T 0 or�Vr \ m ,#"OUTFALL IE 152.m EXISTING IS IV.111 / OOSEUETLDET.tSA iIwLUCTURBUDDING \. t' O�eQy � .500 CC-4) D c[nC Z o+ \\ % ,O' �, PSI' 'C s N7 /E V CpG _ IE 152.0 1 2 \ -OUTFALL TO DITCH 0 149.85 �o k, \ �! \ IE 152.0 Soup 0 0 LL U) �\ FO�IGf-1T$_°�TEEL PROPERTY �� • ., i `t z CL `% �\ WCL r n O w SITE UTILITIES .. CND CONSTRUCTION NOTES: j a"SAN NEW S.'NITARt 1. INSTALL CLEANOUTS (C.O.) AT ALL DOWNSPOUT LOCATIONS AND WHERE NOTED ON PLANS. \ �� ` �� W rn — *,SAN— EXISTING SANItART � ~ 2. USE SCHEDULE 40 PVC FOR STORM SEWER LINES UNDER OR WITHIN 5' OF THE OUTSIDE 1 /, v\`/ S"STS — NEW STORM SEWER ® ` CATCH P.a�,IN OF TNF BUILDING OR WITH LESS THAN 19" OF COVER. ALL OTHER STORM SEWER LINES #"STS EXISTING STORM SEWER 0 . MANHf,LE TO BE PVC 3034 MATERIAL. �l % � \ � \ \` � 1 1 1 1 "� 1 —�W NEW WATER T�� f`3 UTII 1Tt POLE 3. SANITART SEWER AND DOMESTIC WATER SERVICES: SEE PLUMBING ALt4S. — �+ EXISTING WAtpR ,�,� �� F.�E HYDRANT � �� ----Dw- [DOMESTIC W-TFR \ \ + C.B. r^ 0 FW- FIRE WATER ®� M MF-TER co --- G— NEW GAS Ey UTILITY VAULT \ \ EXISTING GAS LtJ TRANSrORMER AND PAD KEYNOTES: \� �♦ �� \ J --E— EXINFW ELECT L-EC r LIGHT POLE I PLACE I c. MIN, OF CLASS 100 RIP-RAP AT OUTFALL INTO POND. COVER END OF E EXISTZ�IG ELECTRICAL �� 'I` � 4' -C] -�- nIPF AITH RIP-RAP FOR PROTECTION. WALL MOl NTED LIGHT IE INVERT ELEVATION i W C.0 CLEAN OUT aC �G FIRE DEPARTMENT CONNECTION O2 PROVIDE CLASS 100 RIP-RAP AT OUTFALL' V W x 12' L x I' D MIN. �. ` - -�_ LTJ C13 MAN HOLE R7 VALVE CB CATCH LaASIN � SEE DETAIL SHEET FOR PUMP SPECIFICATIONS. CONTRACTOR TO f ROVIDE ELECTRICAL co O O CLEANOUT CONDUIT FROM BUILDING TO PUMP. COORDINATE WITH ELECTRICAL CONTRACTOR. ^ _~ THRUST BLOCK TAP EXISTING WATER LINE. CONTRACTOR TO VERIFY LOCATION. ` _~�`--e_ CJ DOUBLE CHECK ASSEMBLY TO BE INSTALLED INSIDE BUILDING. FIRE PROTECTION SYSTEM - IS A BIDDER DESIGN ITEM. DE'31M KSM 4 a 1 DRAWN B8D _ JOB NO. 9Q269 -- DATE 08-05-99 40RTh�I\ SITE UTILITY PLAN - - I'c20 20 0 20 40 REVISIONS: LF_WIS & VAN VLEET INC. 8 5,y9 CONSULTING ENGINEERS r 2 18660 •w Doone• ferry road tuclatln, a ey O�n 97062 7400 SW Ondm,vk Ln 503 885-880! phong SIT1999-00052 SUP,999 00329 5033 885-1206 tax 6 of 69 �. L LEGIBILITY STRIP Cm 11 �m0.1 cm 1 2 3 4 5 8 7 g 10 1 1 12 13 14 16 17 18 19 20 < 12 2.3 24 25 26 27 2e 2? 30 - -__=I J + ICI I 1 OI � v�lililoeC D Q q sCclz r �,�+rr.++..r.wr-....,.+.rne'r,1M�,�llqwee.o..,...e•.,wlrn,.rv.,.,..e.+.,w,M .. r+ M"'Td. F-777r.-! - .i•r.,t, .1.. ... - .. rhrsr - , ..., .... .... ., .. _ ,� ,..... ., i� 'SI I � Llt( In � W L�� I FE32N ,.:AL T'', 15'1.5 ... . T.G.... 'S7✓ LL LL 'v r. C,, v_;: _ _ __ 'Jl _ ALL - 7G - - ... ..�..- ,— G-1 _ ■� .. ��■ N RE'. 55.0 RE'.- 1 FDC RET �� Q ( , • $Z FH e - vO r^ SEDIMENTATION MCF l s c�- _ r vJ . E3 saE DETALi. sHe:€r _ *, .: •�" - ,• .;T., Q _ \ 14, INLET BARRIER M 38 DETAIL S1 M SEE DETAIL SHEET 6 c.,�c ' 4 0 /EYE\' 1 • ifs _ !3� :DOOR TRJG< COC< 1 1 !., I.• F `G f, 10 - '� F.F. 15-41� Ex STiNC, SLDCX.> I =sr. *RENS" DR.:Ih Z x z 1► 0 ' 16 EXIST'NG 0 Oti0 SEE ..ET:.:_ S-EE' �JI_DING O J z Q W o 6 V ♦ ^ n vCG z EROSION CONTROL PLAN - STANDARD NOTES cE- -YAN::E:: --:R ER�_ :\ -:N'r-. .: CC \•R '_.G 4 :\_ c•' EEC E ERC_...\ :v \S 'C\ ' \� :YE :G '-E •E-R. •�\: SE :VE\' _:\'RC � .:\S 'EC-\::.._ /j .� � _•__ 1r'E� SEER:Il �� \ wEEV.:\E\' 4C CRE�E..:\.:�CCE= �\ rn 'E a• ::E 4NC ^F RC..^S c:=E---rRE--'F:C'CR: V/ ... FOUC�I-�T� STEEa.. PROPERTI' i Q G4V.::\rE\4\CE RE�_:.CEVE\* .:\C J=3 :\3 ,^F '-E_E ESC LL ... '':E: a -E REST:\_'E:_:'' 2r _ ,cc :C:.\' 0 z%% __V'_E'E� -:c=R 7/EC .:\C �, F— 'HE BC:\: F:E= rF '-E _ E:F:\3 _:V:': 5- .\ ♦♦ ' 1 1 eE =_E.F.` F�433E: :\ -E F:E_: �R:::R r: 'NE =--%RE4N::E 8E'�'C '-E� _ = EXISTING CONTOUR LINE EXIST � LJJ w F�433EC = E:R:\3 .:V: ..� EE =ERY:T'EC -E t_- 3�:\3 ® 1 I r•,4.... L'E V4:\T.:;1,EC E` '1-Ey '-E EE 0 CATCH BASIN NEW CONTOUR LINE :,r \STQ Zr:CV. C 0MANHOLE '\ '-:.- 4\ Vj-' FE Cy5'F _•c- :\ C_1 t U UTILITY POLE O W -~ E:C:\., .Cr:/:':E_ \C :. EXISTING SPOT ELEVATION ,� 40N FIRE HYDRANT I ' I V4NNER 4= ' :\_.FE '-�' :EC:YE\' .\C SEC:YE\'-_:�E\ �r�,� 94.5 NEW SPOT ELEVATION L1_.I METER 0 W "'ER C: \." E\rEw '-E ::ra4:\•:•..iE _•S'EY R:-._...:�_ ^R �::'_ 'E _-:'ER S'.:\C:FC / PROVIDE STAKE. SEE SPEC'S QV Y UTILITY VAULT 'HF E_': _'N '-' 4N "RE '-F Y:\:Y,,/ ELE✓. ELEVATION ] aT TRANSFORMER AND PAD RF."I.REVE\'S r_R :\' :'� 'EC S:'E '\C: :\ ,R:`.:. 'H ® V \STRJCr:=\ FER::C -L: E ES_ t.:::`:rZES : .-._ EE .. :;R.: EC VALVE BOX COVER ` B.M. BENCH MARK � TOC TOP OF CURB \E�'CEC FCR \EiFE:'EC 5' QV E/E\r5�4\C :\SJFE '-:' SE:YE\r LIGHT POLE \ BOG BOTTOM OF CURB p\ �� WALL MOUNTED I..IGHT ♦ w .:NC' SECIVENr-�4CE\ *ER C. N:' _E4/E T-E S:'E MH MANHOLE THF ESC F4CZ :':ES SI-.:__ BE :\_0ECrEG C.LI_' E' THE CB CATCH BASIN < FIRE DEPARTMENT )NNECTICIN \E:E:5,4R4 _ :\SJRE `•\�\ T"E'7�_CN':\-EC G,,\Cr::\:\3 - 'HE ES' c4C '':E5 ,:'N :N":":/E _"E5 S-4_ EE :\SlE:'EC 4\C V�\r«- F w:rte:\ T-E G. -_Cw2\� .: : ,RV E/E\• � STANDARD NOTES FOR SEDIMENT FENCES: " N, T1VE 51-.: VIRE :\ \E c., or SEC:VE\' BE .,,_,_„VJ� E w:T-:\ .. 'R.. EC ::LTC ^-Fy..EC _ rHE F:_TER 5'-OC _ BE ER 'rO 488[ •IN 4 CCNTIh00S. RCwEL CJT �- 4T .. �rr �' P•;,5:\ .. CSI w` CCN/ET.:NCE _:\ES _ BE c_:, a IC _:\S .\C TC rHE _EN�'� CG tHE�E4RF:ER r0 4 IC�D USE CG :C:\TS. wNEN \\\\� W C� VEC R:CR ../_\3 'C:NTS -'RE IECE854R', F:_TER C_CTH SwAL_ BE SP.ICEC TCGETHER ♦ �� `�- W T-E w._ NOT r"S- SEC:VE\T CE\ co e^ r r .•...'ER :\',. T..E __..\S'FE.:V-S,c y� Vim' 4T d SJ CRT S wi � .: V:\:VJV E-:\CH C/ER�4P, ANC `_ —, - _ TE BOTH ENC: SECJRE�i F4STENEC TO '-E CST OR C/ER�.:.F y 2' \� ---- `� ��__ (n 3R../E_ E\'F4V=Ec c......_ LIE :\ST.:^ED ;. .,,E �C575 dVC AT*4CH d5 SHOWN ON CEr4:_. - -- - :CN .:V: V-:\� :\E G.,F C - 'YE oR=`E:' C: _\.:_ VE.+SJRF Y BE REGJ:I- 'C y\SvR y —E GILTER ~AERIC FENCE SHA__ eE :NSTA,-EC TO F T,+E J E H -1 c 10STS 5 FOLLOW ..\ CJRS w ERE =E4SIE�E. T E ENCE I-+ALL BE SF4CEC d ,:,T oL/EC ARELS "RE KE=' _E.:\ c"4 •-E C%R4TIC\ CF '-E Y., �c c.ElT � '/:VJM OF (v FEET dF4Rr ANC DR:/EN SEC..RELY i\?C THE .3ROUNC 4 f VihIMUM Cc 19 !NC-412S. .RV �R.::\ :ICE'S B =:\S "NC' "RE-!, :A.-INS S44AL, L"E oRCr r - r L DE91C�� K9M 1 DRAN*I BSD ,\'_� �,,/EVEN' S.:RG.:CE: :.RE _^V�_E*EC .:4C Cf� ✓E.;Erar2`ti_ EC TNr c c y F F ^ r .. r c � r, TIC ^ Y E Z ER 4BRZC SN.:L_ :./_ MI\_YJY /E4 AL EURI4L F 6 : I\_HE- �_ t,.,d/4 EC V.. ERI4L .-R,.Y =:L-TER F4ERI-. FENCE ` --- - �- -- - JOB NO. 4828+9 FE-E.'. ��•_-EC. ZNST4L L4TICN 5 +.:L_ BE E4CKFILLEC ANC CCMPACTEC A- -')NG THE ENTIRE CISTURCE: :FE.:. DATE 08-05 99 _ -.:/EVENT SJFF4CE8 dVC /E3E7drICN ARE TC BE FLACEC d5 R4�IC_` _ �- - S FCSS:ELE. 4, ST4VC4RC CR HE4/i CJTT FILTER FABRIC FENCE 5H4�L N4/E Y SEE: N5 S �L EE r'ERFCRMEC NC LATEIF 'r-4N SE"TEVBER r,:R E:._-+ VA4NJG4CTJREC Sr:T:HEC LOOPS FOR A"' X 2" FCS~ INSTA.L..TIC\. �j�w' O�TH� ;_,SE :F _ \STRJCTIC\ ST:TC-EC ^ _ C=S S14AL- BE INSTALLED ON THE JP HILL S=E CG THE EROSION CONTROL PLAN S._CF:EC :.RE4. -- — :F -ERE \_ Ex�2SEC STS CR SC:_-- VCT FJL�, cr4E: :EC --R:_Y I,=201 \ /EYEER ' 'HR Jv+ 4pRZL 3C. 'HE ..ET -E"T-ER ER,7�:"\ ::NTR:_ F ENTER G4ER:C LENGES 5HAL. . 5E REMC/ED w,+EN THE T H4/E SER/EL' 20 _ 20 40 YE45..RE= __ BE I\ EFFECT. SEE =E_'.,NS : . \C :_ TE_ .y:C.:L THF' EIQ J5EFJL ,.RF'CSE BUT NOT BEFORE THE ." -44SSLOPE 4RE4 4S PEEN REVISIONS: /� LEWIS & VAN VLEET INC. 3.+:C-VCE -4V:EOCK. FCR RECu:REYEVTS F:ERV4NE\T�i -RCTECTEC AND ST4gILI:EC L� B/5i9'I CONSULTING3 ENGINEERS 18680 ew boonee ferry road 7100 SW Landmark Ln. E,: YE4SJRES 5-+-�.-- BE RE C✓ C T H .. / -ClEF --EN /E3ET4T:Cy rc. F:-?ER F4ERIC FENCES 5H4LL 8E iVSPECTEC Ev tualatln, or 97082 ;c c---. Ecr,,;,gLic..E^ 4F'G•LIC:.yT C 3 r,^,NTRAC'CR IMMECI4TELi AFTER EACH R4I\F4LL GNC LT SIT1999-0005LandmarkL . (503) 885-8605 Phone 7 of s7 LE45r C4T_�T DURING FRCLC'�GEC RAINFALL. ANT REQUIRED REP4IR8 I (503) 885-1208 fax 0329 F : ►+CrLINE eaa-e4sq CALL PRZCR TC aNt wCRK. SL14LL BE VADE ZVMECIATELT. �„ ERASION CONTROL PIAN LEGIBILITY STRIP cm 0mmm.1�m I 2 3 4 5 B 7 8 t� 10 I I 12 13 14 IB 17 18 19 ?_0 21 22 23 24 25 28 27 28 29 30 CDZ I I I OI MON J�1�1�J�1�U1 1 ►�1�1�� 11 1,�1�11111.�1�1�1�11111�. 1� 111�1�a�1 1�J �111W1�1�111Wl�J�1.�11� �111�1�1 lli�J L�l�l�l l��LW'4, ,w •k MANHOLE FRAME AND COVER f �S /GROUT .r FINISH GRADE /4' PRECAST CONCRETE TOF OF BANK (SFE PLAN) —.__ /EXTENSION RINGS m L" E-E/ATZON153.0 a (3) RINGS MAXIMUM OR lil V _ ----- 12' EXTENSION MAXIMUM L LL) _� ECCENTRIC MANHOLE TOP z /� a O�/ERFi.Oi ru CL ELE/ 152.2 DETENTION SURFACE Fl—Et. 152 0 1L MOTES, _ � • _ T-R ^rU•:�ITIJRFACE I EXISTING_BUILDINCs `<; EXISTING BUILDING I EXISTING BUILDING Q , o PRE-ENGINEERED STEEL BUILDING /V L ESTIMATED FINISH FLOOR ELEVATION ESTIMATED FI�151•+ FLOOR ELEVATION - 14'-0' ABOVE PAkABOVE PARKMG LOT ELEVATION OF SUBJECT PROPERTY / r Za L f - - r ----- 1 --' ci LOT ELEVATION OF SUBJECT PROPERTY. C W 0 f i ,I •," iaNi�e l lYdff!i LLQ:T a 5i57i�Yti C!fMf�l!I'no f•AMr'1eAEE:mob"-4R'!'yrWK0,4id"A IL 11100000 Y^• Lu /C, N BUILDING DOES NOT HAVE ANY OPENINGS OR WINDOWS ON THIS SIDE OO a '', .,r ,iNt111N}is9: t1Ets-,LEIYiEF:q►,YlM7 1�'+ S'111r Yi�WIC:+ u�i!':i�N,l�i111'!iMlipii' 1'!ii' 'tt1�'!iiFICfI�tYdY ii.YC4!I�cLiriN il'.-ilt:'.'.-lt.i.v:dil..'e1�1;1�+'t.Cdr!iillkii?.:r !O�W.hI+'!(`rt2�} ""'+w'r"w'•:IfibSPs1!.MY:u1 iM�'i1M41tty1o71 '.1 it u.u*!.:K•ik4a,,bil+S?�Jh,:.:w::1,iiA`�'iiii4t' .?"It '16 7 V yj 141.92' -- — — — — _ — — — — — — — — — — ,.. — .— — NEGLA55 CONC NEW RETAINING WALL , — 6TEEP BANK - EXISTING _ Q CURBW TYF° /NEW PAVEMENT (TYPICAL) — EXt9TING Q - in SEE I I CURB E- - EX 15T. LA A T - SEE ol? s -. NEW CLASS 'C' GONC. I I ND SG PE O RET(AIN- ---� Q CURB. (TYP), SEE I r\ I , ---- --r - -= --—r WALL, Se \ ♦1 II I j TCC1NC. RETAINING XI W LL, TBSTER LOCATION. �� DU TO BE VERIFIED BY � .iI t Ra SER0 i�Tm !! VICE i I OVIDER 'N GRADE 8 • 9'-e, 3' 0' DETECTABLE o, LOADING AREA v. a �•, •' � \ TRUCK MANEUVERING AREA-_ �\ JD / \63,�Na. WARRF NING BuAGE }� .11 1 o� �� PER :/AI? SIMsfl . �ij 144'- ' LOADING DOC 0, Qy 9STRIPE Ib ADDITIONAL PAKING SPACES ON EXIST A/C) R•O' I I I � '�'�' � ` fp I 9.0. w�• R '[ -- NOTE: \ I -T THIS LOCA"ION. Lrx.ATE -- EXIST. T R u CSG - -- D FjENB�UGh Q / I /' NC. ACCE4SIDLE PARKING \ ' AREA � /� PIPE BOLLARDS I - I A R E mil *YP. • ALL D.N. 4' WIDE PARKING LANDSCAPED � �+ F �� SIGN ON D:A'G WALL • OFtE •ON .� DOOR LOCATIONS STRIPING (TYP.) CCS DUMPERIS (EXISTING PAVING) �Qp NGNT. 1 LC'GATION PER 4/AIZ e 14 EXISTING SPACES f l P.)OF , �� OF 0� ON GRADE --.- - --- \ LOADING AREA PROPOSES PROD I I (ON ;...� 0+/`9r/ r y TYPE II-N CONSTRUCTION W/ FIRE PROTECTION SYSTEM - \ 40,250 SQ. FT. ACTUAL AREA. 7 , EXISTING LOADING U DOCK (D Z z L \ F7► Ucr j / LL NM 2WR. AREA MOARATION WALL U) � — " w \ ` O \ �I��=.\\ •0. PARICINca. sEE A! 7 y� O r" fti SAND A !SNE r` APPROX. LOCATION ,m "► ___ l; OF EXIST 6eAS METER TO SW 12ND AVE - 3 / R4/L �---- EXI sT INC �u I �D ANG ----------- ____4 EXISTING BUILDING AREA 49,500 SQ. FT, � (c cc � .. ( ` PROVIDE F.D. ACCESS DOOR • 100'-m' ELEV / EXISTING _ I I 1 MAX. SPACMG ON 1 S. EXIST. WALLS (TYP.) - OF (3) AT S. WALL, INSTALL HARDWARE • 6--.0- OFFICE -- I Q NEW 4' BONG O ` MAX. ABOVE ADJ GRADE. // ® p I I \ 35C-'EWALK RAMP `cwt W Al ' � I u -x -3'-0' DETECTABLE o yrs / WARNING SURFACE IIn © % PER 21012 SIM. �.� NEW CONC. SIDEWALK(--- \ TO CONNECT TO EXIST a W \ FOUGHTS STEEL PROPERTI' / J J vloc ' EXISTING PAI K%* LUT W 18 SPACES J 'REMOVE EXIST. , A L PARKING STRIPE, 1 LANCISCAPE OO PROVIDE FIRE DEPART. \ � � ( �i � � � I� \ ` • ' ) ' ' GATE M EXISTING FENCEo h SCALE: DE" Li1v �f + I DRAWN 8.1Fi IDE COMPACt G D' + 108 NO. 98X34 ROCK FILL FROM E C7F -- o —VSIC � TO RAIL DED ROCK SE. TOP DATE 7/15/99 REVISONS A"G 9 NOTED' s P N / OF ROCK t0 MATCH OF RAIL DED'~ !4/9/99u LF-0 SEE DETAIL Qemroc R"SONS AS NOTED ON PLAT' ll� \� !1 ! .} © 9/3/90 REVISIONS AS NOTED V-0 ` - ..: •.,,.I Alml 7400 SW Landmark Ln SIT1999.00052 SUP1999 00329 9 of 63 J t, NAMEi FADRAWINGS\Bonita\98134_A-SPOI,dwg DATEi JUL 16, I?99 TIME, 8,51 AM• 1 -LEGIBILITY STRIP Cm2 a -wnln Iiinlinilr ill o l IOmm.I Cm d 10 I I 12 13 14 IS I'7 18 1'9 20 21 22 23 24 215 26 27 28 29 30 Z I I I O II NON! 0 1 Ot 1�1i 111 L1�111�J 11�I�.I�-I-�I I I I J t�.i Ll l>1�1�1a lila u ll I11.�111I111.1�ISI a U-1 l li la l�.l►la.l-I�I I.I.(1�I I I I I 1 l ll� 111.1111111111.1�L�J�11J�11�I.i.I. .J.11ilulW�lill�I IaJ I J�Ii J 11i1�J�1�W>��1�111�1�1�ila1�111t1LILW 1 OU 08 - CD PIN I III Opq t No 100 Flo v .7+,, Y}'.. _ .i. . , -.. .. .. ,_. .. ..........n,-..r..,o,....,...)r•Mp FT.'T+•+..,w-•+•.mn .. w. .. 4w, /TeF'Mre+F.R•.•wnY•.twnfM1wv+MM YR1.. R.'•+Mwh/w M. tw!MN....YA+ 1 w +w.,.v+•r•..-v_.«•..• dM, Iv, .. .vNfn Y-.YMM Mq.Y*^ win.. VtY:MIRMKaNt M .,, t:... ..tl,CP1MY.w.tlwy�.wx e•wAd'w'.'M•N +YY+w.npnyM, M*>. . , c.... .. +wpnrw.,... , ., w�MMMrnM•�i ^ ;,...w � w�.In1.M.w Si,.f1w nIMMWM. -7MrMKs MN,n'�Nf{�NNM�'.•'kM`wM y A •4 NOTES: Q RAMP TEXTURING 15 TO BE DONE UJ/ AN EXPANDED METAL GRATE PLACED AND REMOVED FROM (LET CONCRETE TO a LEAVE A DIAMOND PATTERN Ab SH40WN, THE LONG AXi5 OF a THE DIAMOND PATTERN 544ALL BE PERPIENDICULAR TO THE _ a CURB.GROOVES SHALL BE 1/8' DEE,- AND 1/4' WIDE 2 THE TEXTURED PORTION OF TWE RAMP 504ALL BE 5'-0' MIN. C LENGTH MEASURED PERPENDICULAR TO CURB. SIDEWALK RAMP DETA'LS ARE CASED ON ORS 443310. ,- •l. EXPANSION JOINTS I/2' X 3 1/1' PREMOLDED JOINT FILLER �� MATERIAL AT LOCATIONS SHOWN.MATERIAL SWALL BE RECESSED 1/2, (s' �J OR GUT WITHIN V2' OF FINIBWEp CONCRETE $URFAGE. Q� I/4' MM. IZ' x Ig' N/G PARKInX, 514A w/ 3:'4' HIC,rI O v -_ R � CONTRACTIOKD'ED N JOINTS OF TWE 6EAPL0 E TYPE SHALL �'I^� 4 � � � � IN l ETTERB STATIP , 'PARKWIT(-1 DJ-1✓ o a Q Ai1 i I BE 1 1/4' DEEP AT LOCATIONS SW OUN AND TOOL ROUNDED ;� DISACLRS ED PERMIT ONLY VIOLATOSUBJECT ' WI TO TONG 0 ` ♦ _i / / BEFORE TEXT RING. r*. ^O NOMIN4i F �� UNDER ORS 611*20 AND FINE UP TO OWI UNDER ORS 441233 (BKsN NO OR20-bD) 1 N N DMENSIC>wlg U uj _=. VIRIFY TEXT WITW LOCA_ JUR15DIGTION) M. � RMP ETRMAI � WWIM BESl BLUE eACKCOJND 000, a —.12' x 3' 'VAN ACCESSIBLE' S<vN UL BLUE r I /" in BACKCaRIOU ND I I' NIGH UbIITE LETTERS. / (SICaN NO OR20-6t))AT VAN SPACE ONLY 4' WIDE PANTED - � W141TE STENCIL YELLOW STRIPING �� -� �` -- ~- i'• STEEL POST PER OREGON TRANSPORTATION W = COh'R'11851ON STANG'AR'D5 p a NJ TOP OF GRADE - �T v/ i I IWO x 2 -0' DEEP CONC FOOTING I WANDICAPPE7 PARKING S-Gh SWALL SIZE - STATE APPROVED, SEE ENLAIR,'sED �{ inI H/C K'ARKING PLAN FOR LOCATIONS u• ' CO ORM wlrW CURRENT STATE AND LOCAL CODES AND REGULATIONS. /C PARC TNG PLAN 2 5I05WA K RAMP DIETAIL 3 H*A,�Il�I CaP S�'ME30Lr-WH/C PARCNIG SIGN 01.2 SCALE: 1/6' ■ 1'-0' ;5;;4_.4'0- SCALE: 1/4' . 1'-0' '�IT0171 03/05/9..+ 1400 O12 SCALE: NITS �I'Jo7 0+/05/9t a tJ45 411 SCALE: 1/2' • ! -0' f LON pE«Etif�►�7 r n$ d/ /00�� OF OQr, 2'0 SC-W. 40 PIPE z 1 W STANL'ARD FINISH LINE OF WALL • OVERWIEAD VERIFY COLOR WITW OUNER ' DOOR. - WR'!, HERE OCCU °ER MFR 1 # z VERIF r UJ/ LOCAL JURISDICTION FOR 0 G'D �• .f cj) — U 4 - b'• STANDARD PIPE GOLUFM 11/21CLA66 'C A G PAVING :D n . 1/e' It\ b' -I/J' RADIUS FILLED W/ CONC.W/ ROUND r`_ 1 . I ; 2' CLA58 B A C PAVIN* N TOP. (PAINTED SAFETY � � 12' -ABPMALT CONC. PAVING YELLOW - U. O.N.)� ° m SEE FOR ADD'L►�ORIATION •� �� W COMf'AC'ED GRANULAR �.. (n r+5. 0 AI I 1?J z SURFACE MoT OPTION (47 bb D'• W S - E•--r--- JNriI9TUFdlED 9UBGRADE OR 0 � C' *PAC'ED FIS U HOLES. 4 FACE OF OPN'G PLAN vl '• OUTSIDE FACE OF ESU Ir b2' THTC x b'• MILDCOpIP�►TED FILL BOLLARD STEEL PLATE - SEE 4 _ W ► co FLANGE DETAIL PROVIDE EXPANSION JOINTS AT n V6 D ALL FILL TO BE F'L-ACED ON MAXIMUM E' LOOSE -(FTS AND COMPAC'ED TO"^'N''lUM _..__ v 96s DRY DENSITY :N ACCORDANCE WITW ASTM D IS'51 (AASWTO •-180) THE F LL CROWD LEVEL i '� 2S' OL MAX. AND R ERS. ES, MATERIAL S►4ALL BE A CLEAN MIXTURE OI: SAND AND GRAVEL WITW 6% OR LESS i \� 4. TANGENTS, AND CORNERS. ', NOT PAST TWE 200 SCREEN AND SWALL CONFORIM TO SECTION .ARC 03 OF TWE STANC E'EMBifpDEr� OPTION �' VERIFY CLEARANCE REQSPECIFICATIONS FOR HIGHWAY CON$TIlIJCTION, STATE OF OREGON. NO 00-,AN C l .. PROVIDE BOLTS 14t CONC. BASE AS SWIOWN, MATERIAL WILL BE ALLOWED PLACEMENT OF ALL FILL MATERIAL BWALL BE _..,, . PER MFR. REQUIREMENTS FOR DOOR TRACKS, ACCESSORIES, PEIiFORMEp UNDER THE S"PERVISION OF A QUALIFIED SOILS ENGINEER OR I~IS AND FINISHES W�-IEN OCCURS. REPRESENTATIVE. s X31 CYCLE RACK DSTA I L � POUR D- IN-P aG CONC. CURS SOLLARD a*j' "CTI OBIS 011 SCALE: 3/4' -0' 1' •i• 4- �,.�/'a- A1Z SCALE: I • I -0 --ITcntA or/1e/9' e tntr) Ills SCALE: 3/4' : 1'-0' cl�;�� ;,_/�. I. t: :n r 011 :;GALE: I ■ I1-0 C- z - ONC. WALL ''V C. M U. - TO MATCW BUILDING W cc -- - - - - - - -- - - r- - - - - - - -- C r G 4' x 4' ALVANIZED Y• 18 GA. EXPANDED META, BUTT HINGE TYP.-- — O d d WITH ENAMEL PRIMED I '� '�(3 FIN. GRADE W AND PAINTED FINISH STANDARD GATE J U 4 04 BARS HORIZ. AT I LATCH -4, LOCATIONS SHOWN �- -- - - - - - - - - -- -' - - - - - - - -� z 13 ENNIS �• O -CONC. WALL 1 d I M 'A' CARS - VERT. 4 --03 BARS VERT. AT 32' W I t 1 •I �. O.C. W/ 12' NOOK I CANEONG BOLT 4 GUIDES BARS - HDAIZ y 4' GSLAB W/ I_IGWdt BROOM I I I I ,kq .r FINISH W/ 03 BARS 0 24' O.C. E. W. OVER MIN. 4' COMPACTED O • I GRAVE(. BASE. - FIN.GRADE - 'j �--� 210 UMP WxEg w 61•0'O.C. I� Q ASPHALT PAVING 1 4 RADIUS SEE CIVIL- A W/GALV. MESH SCREEN PER PLAN µ� -1/2' EXP. JOINT �i �i I �i • O o 6' CONC. WALL fir• IaTE ELEv14T I ON W G Q1 T' Jar '—r — F 4 ATTACH 3'x3'xl/4' JAMB AI C.af�C.C URBI ' -03 x 30' DOWELS • 24' O.C. `AEZ 4c 5 8 0 CONC. WALL 34' 1 I/2' KEY 3'x3'xl/4' STEEL AN )< GLES ! - f3 \ W-- - x Q J (2) - 03 BARS G'JPJt. EXPANSION BOLTS3/4' 'C' BARB RETAINING WALL 6C#410 JLE J Z -- Q ,B w:�s Man.� •• NT' W' B' T' A' BARS 'B' BARS C' BARS uj 6'-C' 3'-6' 12 b' 94 • Ib' O. C. 04 w 16' O G (3) - 84 � � 4'-O' 2'-C' 12' b' 04 • Ib' O. C. +4 w Ib' O C. (2Hd Q T1'PIGa�WALL RECTION COATS RECTION 3'-C' w 12' 6' •4 16' C C. •4 . 16' t2 � Z 9 TRa3�-INC1�051�RE - PLAN vllru 6m TRaSIMI ENCLOSURE SECTION ENCLOSuRE ELEvaT I ON WALL MET a I Luj 4c '412 SG�k.E--t 1'-0' �4: a_prh,g nr�i�i?v e t au A11 S(,ALE: I/2' ■ 1'-0' 98134_DT09, 08/09/99 e 13:45 0!Z SCALE: 1/2' to I'-0' 98134_DT10 08/09/99 8 1345 0!1 SCALE: 3.'4' = I'-0' Qe)34-_t1T14 8iI9/oo a 3 o .' 14' COMPACTED GRANULAR FILL `7 -Ir-- UNDISTUF15ED SUBGRADE OR COMPACTOEEK ! LAD ED FILL. DRAWN " I I JOEL NO, 98134 ALL FILL TO BE PLACED ON MAXIMUM 9' LOOSE LIFTS AND COMPACTED TO MIN"jM F' W% DRY PE1481''Y M CR ACODANCE WITH ASTM D 951 (AAS80 HTO T-1 ). THE Flll DATE 7/15/90 MATERIAL t'iliA1-'_ BE A CLEAN MIXTURE OF SAND AND GRAVEL UNTH b% OR LESS REVOON8 i tiEw ,EVILS Pf PAST T41E 200 SCREEN AND SHALL COIFR OI TO SECTION 703 OF TWE STANDARD g SCIFfCATIONe FpWIWA R WIGY C0IWTRUGTION STATE OF OREGON NO ORrsANIC 8/g/gg ADDED LM [ C MATERIAL UIILL BE ALLOWED. PLACEMENT OF ALL FILL MATERIAL SHALL DE Rev sxC ela r{nq roll PERFORMED UNDER TWESUP£RVI!,.ON OF A QUALIFIED BOILS ENGINEER OR HIS 8/m/99 REP}�SENTA'1'I VE. g/3/9g PEOS10NS AS NQTED �� 13 FIRM 0 PT. IaCC SS CT R004D . A1o2 � al ?SCALE: 1'* 1'-0' 98i34_DT15 9/3/99 !v 7400 SW Landmark Ln VSIT1999.00052.BUP1999.00329 n 10 of 63 NAME F,\DRAWINGS\Bonita\98134_A_SPDl,dwg DATE, JUL 16, 1999 TIME 924 �'M• LEGIBILITY STRIP `gyp 2 3 4 5 s 7 6 9 10 1 12 13 Ia g 7 19 20 21 22 23 24 25 26 27 28 29 30 CD zl 1 1 of I q I H'�NI 6O 0e '. .-�!.kial�l�l��tl�.I��.I�I,�.1.�1.111,1L1.�.La1Llllel.Illll:�11111i1a11l�lalilLl�l.I.L11J 1.!Ill.'.I�W�11J.L1�1a.1�11��1�1111.11.1�IJ�u.L1t11.�I.(111.��111�1t111.I.Wa.Ialtl,tl�.lll�Lil�1�.U.1.11,tJ.�W�u.LI.I�,IJa.l.�la.l . Oz e - s>nYwaq..wre�.w...e..,.r.w,.w+w. -- ,.n...o....,,..,......,....,..,,,...yw,,..,.,..,y-++-e.•,w.r-••r..+...+,vrw. ��+N..re+Y• - v e . .. ^e+�hhNr>.�rNear« .,^..•M.+Y+w•.w'�,y�.�+Mn+MWrNWMgMMM`�11�:.n'..�IMMler+wn'.n•+ie. w+..+rrsr+..MMY"^^.i `Ye�'.'+n•wr+* .....,,.,,,.. ..... ....... . ..... ._... ,.,..,., _..... ......• ,.. ,nr- ..-1••r..-„,..., ,«-+...w..+•r••hrw•"•..-, ,....•.{�«,......• .,...- ,.., .... ..«a«q.w~ •HMn.+^+.e• .-_. .. ......,.,.rr• . • I. I 2 � a 5 b '1 8 9 Im 11 12 13 1a Ib ib 5I4AGEG BAY (NO OPENINGS IN -- — N —BRACED DAY (NO — ----- — - —v - ----- i - — FACE OF EXISTING OR ROOF STRUCTURE) 1OPENINGS IN WALL OIT 1 I BRACED DAY LL FOUNDATION. START OF1 OPENINGS IN WALL OR �LJA-, L- 50'-0' _ ROOF STRUCTURE) 170'-0' 1 1 ROOF STRUCTURE) 10P4 0' _ 1- . . --- - ---- ---�1 — NEW CON3-TR--ICTION -UP LP .8. FACE PA TILT-UP ObFACE Ob. FACE 0 25 0' FN- - r L 14'-D' 24'-0' 24'-0' 24'-0' PANEL 25'-0' CtF — �F 1 (jF �qF �OtF 1�4F —CLF 1 CLF I CLF 4P 1 qF 1P I -gip A Z 2 I' m' 24'-m' I'-0` 23'-0' I ---_ 28-01 -- vJ I !f] EDGE -EDGE LL W tt 05 FACE - I I I I STEP FTG. • TN18 I I P-1 %?-up , ' 1 1 1 I ! LOCATION P-� PANEL PANEL _ PANEL I '� i 1 1 I A r i – _ _ 'I� A4.1 a T I .. --- -- "- - -- - z -- -- - -----, Z r---------- .. 77-77777-77 1 - ' IMENSI�N_ NOT€ I qf y D19 3� L 24 I 1 026 021- - Z Ob. FADE OF TiL TUP . STEEL I13 L' ��) .r 2 13 (n BUiLC>ING LINE BL") A11p10w 0.T '� I i -- I 1 olllltlrw11on1 aoart�wtl �wa�o�r wn�wo� b' CONC. ARPOW W) 45 BA /� p � i Q 1 D9DI4DIb, I • 32' O. C. W/ LIGHT DROOM 1 Y.. D T I b'-O' x 2'-O' (6)•5 EACH WAY —_ F P I — DID Z3 10 _ --- -- I FINISH OVZR A' COMPACTED - D3D4D5DODIO,DII, GRAVEL FILL-- ---� b _ D13 b r1 2� 4 b 1 4'-O' X 4'-O' X Ib' (4)l6 EACH "wi I 1 iv L D2D2 sbD�12D13D?O 3'-0' x 3'-O' x 1'-O' (31 V EAC"WAY O, •� ' U20 n EL .� 1 I I 1 4 5'-O' x 5'-O' x r-D' (5)•5 EACH WAY x W-O' x U' (3�V EACH WAY ! ' I e l 5 PILAOTER - Ott I , , _Ct F I P I I ( I I I I � 4 , I w ' r-4 , ('3 C I I ®.4- :021 ' 'q I I D?I , ' A I H 1- J 1 VEP FTG • THIS I • 6 I 1 , LOCATION I I !! B M. O F P-12 P-11 P-10 P-9 $ P-8 .� - _ - - _ _ - - - -- - _ ------ - - --- -------- - - - - - ------ - - _ --- - - ---------- -= ----- - - -- - - — — / -— - - - ->-- ---- - }- COLD JOINT ------- ------ --- , 08 FACT I I L, !r__� Do - - - L-- --J DIS �- I p O D?? m rL FFEpAA GH TILT-UP 1 I � III T -, 2 ? n I (I EL P I 1 I '2'-0 � d 1 /��V LINTEL REItrF • - 5 L L, OPN'G TO BE (2) '�5 6 :; I CLO&INb POIJI! EXTEND 2'-8' MIN PAST �f ORN'G EA I 0 4 �' E)7 D9 D28 V 7 PIPE BOLLARDS® I - --- ---- - 1 --------- o ? L_ ' I T1'rICA1L _ ; 5 21 RECEWEC, z 0 I L0 n i i &LAD I ' 9sN , CLF I P_17 e � � � P_16 � I �.;, co 2 b CONC. BLAB, STEEL TROLL ZO r 08 FACE DI D1 FIN18N W) 04 BARB AT 24' OC N TILT-UP 1 4 EACH WAY OVER b' MIN -- _ v PANEL COMPACTED GRANULAR FILL I I u DARE. SEE BOILS REPORT FOR fr COMPACTION CRITERIA W 0- ca A n0.1 3'-4' 4' DIAM. SANITARY SELLER PIPE, INVERT Ob, FACE V-0- BELOW FINISH TILT-UP -- i 'i FLOOR PANEL P_2G 1 V, I ' H _-- --, H S- 8 z 8— CA. b D3 4' DIAM. SANITARY SELR LINE —� L 0 3 P-19 cc II , -- -'----- r----- ----- w I I l I Q I ( I 1 ! ; -' ' 1 r------�---'--, r------'------ O Q cc 9 9 ' COLD JOINT I l 1 I 1" l I I 1 � 1 i i i i I i I I i , K - 1 LL H = 1 1 I I 1 1 I I ' -- �'D4 D9 `i 014 y i IIIb i�l� DNr i CRIB i i DE i i DS i D� D?B O , AAe I I i 1 I i MY4.1 / 1 10 _ 1 I 1 t I I I ' ; L_---w w-•. .` I L•_- _ _J I� Lu Lw..ww_ ww___J I L_ww__ ___--J L__-__-_-----J L------------J L------4------J L------------jL------,------J L 9 _rt i ) D30 4- of i P-22 N (,� _ 4J _ „ CL z o� a -� ---- CONSTRACTION JOINTS TYPICAL J l EXCEPT AT COLD JOINT - 'O 0 LOCATIONS.SEE DETAILS M RE�S�ONS NOTES: Zj e/./� Rev,l.nn n! '•-,,Ird on plan! LM � Z 9 e//• Sl,u ural r„v lmny RJR PLACE CONTRACTION JOINTS AT THE EARLIEST POSSI15LE TIME, L I n SEQUENCING OF CONTRACTION JOINT PLACEMENT, ADEQUATE NUMBER a! FINISHERS,PROTECTION OF FINISHED BLAB FROM WINE), HEAT/COLD, W 4 I�CE59 N 1 Q ADHERENCE TO CONCRETE MIX DESIGN AND COVERING FINISHED SLAB J 1 AFTER SEALING ARE CRITICAL FACTORS IN THE FINAL BLAB QUALITY, O 9 Z ' rtF ---� � -�- � DO NOT ADD WATER TO CONCRETE AT JOB SITE. ' _�� Db g --�- W 4c -`+ i ( 3 - —" REJECT ANY CONCRETE DELIVERED THAT DOES NOT MEET SLUMP TEST. '! x j � I I � � a 3 I _ RECE:►9 I LINTEL REINF. • 12'-0' ® (/� p 3 iv i EXTEND 2'-8' MIN. PAST O n 1 OPN'G EA END ---�9 O n i I r N. i N O ,� r-- O O Q O O O O C2 r ` D? DII i-- -- -- --i D& i-- --i D8 i-- --i D& i-- --i DII r-- --i 025 i-- -- D25 -- --,D8 O 1 Iv____ _____J l___._____-___- __-___..J L__ __-__J �___ ________J L___ ______ _____________J ! ___ ________ I I I I I 1 I I I ' DL'BK,iN IID -_ _______ ________ ________-____ __ _____- ______ _ _ L MAWN OW _____ -_____- ____-___ _____, _-_ _____ -___ -__._-__-______ - _____________ ____ _ -_____________ . I r_-- - y--.-rte- -._... - -• - _ --- --------- --x _ _- "-•--t---r--rf-r-=-: - -_ - - 1.-_ __J __ J X09 NO. 9" _, L _ JL_ t J t t l__ Ob.FACE 08.FACE 25'_0, I I I -I^-U&NI I 28'-0' -4' 18'-8' I /x.41 DATE 7/15/9D PANEL PLANE P 1 1 1 - -^ _ 3 -0- 1 A P-27 P-28 P-29 P-30 P-31 F-32 P 33 P 34 P 35 —36 �-- F P— � I I I ( � P I � 37 2b'-0' 23'-0 24'-0' 24'-0' 24'-0 25'-0' I 24'-0' 25'-0' 25'-0' �tF —4F qF -�F —�-�F �� $F �F �F — �;NORTH FFOUNoATION P ANA . 1 1 2861-0' SCALE: 1/8" I'-m' — 7100 SW Landmark Ln SIT1999.00052,BUP1999-00329 11.11 63 I 06 d54) �' b 1 8 1m 12 13 14 16 16 1 NAME' F�\DRAWINGS\Bonita\98134_S-NPOI,dwg DATE, AUG 18, 1999 TIME' 10'26 AM. LEfiSiLiTY STRIP C U 2 3 4 5 6 7 B 9 10 I I 12 13 14 8 7 18 19 20 21 22 23 24 25 26 27 ?R 29 30 pm .,cn CD4 �I 1 NON, .yl OS z I I o f �I.I�I��ilil�l.hi llWll�liliJwUUliltl.11J lLli. WaJ�1�1L1J111�U1LlI.ISI.�IlIW l t�l�l �l�la;�J�ia�l�'' t11>1LJ�iI Iv oZ , md •i'• .r II r '— ch . TILT PANELIL ^ ANGHC�R BOLT LAYOUT BY Q 1 vARGG PRUDENRE2E TAL PLAN W ,o t, CLOSING POUR 0 V HAIRPIN REINFORCI eEE IN OF �i3� ^-•� i.. r4 MA'N FR4ME 4 FOOTING 19 � � W - FIN. ! •F • �I 1 -STEEL COLUM (VARIES) �— • I -BASE PLATE 4 ANCA-40R BOLT PER •4 « —"!J I 1 •- PRUDEN GROJ BOX-OUT FOR ISECONDARY POUR LS TO E1•E SAWN, OR IF &NEARED,GRIND ENDS • • y I AROUND GOLIJ-N5 (SEE PLAN FOR NOTE TO REM DEFORMITIES W 4° • AROUN W Q SAW JOINTS AS SOON A8 PUo61DLE lWil 2a HRS. + e `\ I OF PLA(-;iWi CONCRETE) STAGE SAWING PATTERN 2. CAREFULLY REALIGN DARE AFTER TROWELING TO INSURE • I &J--H THAT 6LA15 16 ALWAYS BEING DIVIDED INTO BAR IS PERPENDICULAR TO JOINT HORIZONTALLY AND > I �I le' X Ib' GONG PIER W/ (S) S VERT --�-- EQJAL SECTIONS TWO SAU16 MINIMUM FOR POUF VERTICALLY. •• FULL HT., • (3) - 03 TIES • 2' O G ' OVER 50" SQ. FT. SEE FOUNDATION r, PLAN FOR 3. GREASE ONE END OF DAR � TOP, BALANCE • 9' U G ADDITIONAL, NOTES AND JOINT LOCATIpvSzi SAW GUT JOINT 1/1'0 X ID' SMOOTH DOUELS STOP 6LA15 REINF • ° • • y -_--..- - - -- ---- Q J ' •92'O.C. W/OPE SIDE CiMAND--r SHORT OF JOINT �•iI IL IN GLAD DOIN C1R _ �i / Q WE DETAIL® FGR PANEL �, ° • ! .` ► • 1/4 SLAB DEPTH GLR �s— '�_=m _ _L _ =v r — — —— a4, — —1 - • CONVECTION NOT56 SEE SCHEDULE WET JOIN STOP REINF SHORT — —y LINE OF TYPICAL FOOTINra --_-- ----_-._._ bEE SCHEDULF- BEYOND - SEE DETAIL. OF JOINT ( _---- "> > CONTRACTION JOINT D T. 2 CO D JOINT D TAI 3 M 101 urlkx n � .F./ NDt�J01 LPD PEDESTAL FT G. CI T. TYPICAL. INTERIOR FOOTING: y N DEQ *B JGH� 02? SCALE I' I'-0' 1 NtIOI a ✓12/ •> r 1015 A,22 SCALE: 1' a 1'-0' f ND02 0'/12/,49 r ,01n {►2 2 SCALE. 3/4' I'-©' M s Nt1f oa, 07/14, 49 042 SCALE: 3/4' I'-0' vM-c NDoo' o7/1a/9� RECON f. /00 C4AIN•LINK FENCE W/ VERT POSTS • s'-m' oG -- _ _4 EPDXY GROUT POST INTO KXV1 POCKETS PROVIDE &LEE'vtb _ IN CONC. • 6'-IV' OC - - I/J • A A • G� j - V1ER1"ICAC V rn • EA END - EMBED 6' MIN. 3 - VR TICALCTION JOINTS �0 2 9[ 0'S Ga GIRT C;HAMVEL DT ✓ARCA PRUDEN (3/1' CHAMFER EDCiES) L 3'x9'xlr. ' STEEL ANGLE Wi I�'• , a' I DESIGN GIRT TO RESIST Sm PLF LOAD EVENLY &PACED ALONG Q rNrC,WOR BOLT • 2 4' O C Z CD T OF PLANE DUE 70 SEI&MIG RETs11NING WALL W �� ` — 3/4'CHAMFER T- s---+T, 0 • FINIOPI GRADE VARIES � V / // ` E — b Irl' CONC PANEL , — 3/0' PL. x 3' x 12' Wr 12'04 x I'-i►' A106 • , �, 1 / ` o 4. ANCWORS • S' OC E----TILT PANEL (2/•4 DAIy � WIL 1� N • '° ° ti: j� DOCK LEVELER SHOP DRAWINGS N • ANCHOR BOLT LAYOUT , TO 0! SUBF 11TTED TO OWNER AND SHIM PANEL • D -m' OG • 3n8 2 PROVIDE PANEL CONVECTItON r- - - - --� / A�'rMITEGT PRIOR TO POURING PIT. Z 4 GROUT .-3/4' WITHIN AS SHOWN AT EACH END OF (VARIES) , N" • M�' �X' /a/ / R TO OF SETTING aROU1 IR' PL.x I' x S' PANEL 1 AT E'-p' OG.MAX HAIRPIN REINFORCING —•4 BARS • Ib' OG VERT. 70 TO DE STIFF \ L2-I4 x :2-14 x 3/i' OLTI11 0(7)3/4' •4 DARE • Ib' OL HORI DIAf'1,x 4• BOLTS • 8' OC. N Z DOCK LEVELl1! /� /' w • �� CONC. SLAD, PER #. .. 1, 07 PLAN •, • • • � It I `� •• J .1 1116 SUDGRADE 4 fl I , .� • l�1 4 aaaaaa �aaasaarra.aaafa••r (/ � / / / � BEND SLAB REINF INTO FTG. • ' - p `� E'r+a"�ACTED GRAVEL FILL • "AM KEY , r ,•, .,°, -------- 4 CONT TOP • DOTT A • -- ---- -- , n / •� u- 2-V DARE r.ONT - a � I -- = r • . • MAINFR s W AND IMEN61.L cl, �-� - • - FOOTING WHERE DIMENSION 'A' _ • TYP FOOTING WHERE DIMENSION IS LESS THAN 2'-m' q' MIN. 'A' 16 LESS THAN I'-6' _ —�-- _--- 3' GLR - O ORt SCHEDULE STEEL 41VGL= SUPPORT DOCK ,W_ 2'-6' - BUMPERS ✓DRIFT REQUIREMENTS w s TH I OIC�NEt� EDC, FOO INr� DET. a 1"�A INFRAM /ENOWAILL FTC . DST. R TA Il l INCA uJA�.�. �.OAD INCA DOGIC 8 DOCKy�: R P AN ° A►22 SCALE 3i4' a I'_Q' rt I NDInlS 14,"", A2Z SCALE, 3/4' . V-0' ',/M-F ND002, 01/14/99 L�_ LE L A22 SCALE: 3/4' . I'-0' INrINA >. o d22 SCALE: 3/4' • I'-0' IND0n8H 03/05/at a 1040 O Q 11210A. 5 • 40' O. C. MAX 1 3A. END � �• • j' ET"IDED 6' MIN. �.+� E-- Ca GIRT CHANNEL MY ✓ARCO PRUDEN%7-1 Z � = •r 0 - --� DESIGN GIRT TO REb10T � PLF OUT OF ••>• PLANE (OEISMIC) • ----- ui 15 1/2' TILT-UP CONC. PANEL r o >- • ---- _ a S-m' GL081NC� P01JP2 (TYPO.) VERIFY SIZE WITH MFR 4'-m' CLOSING POUIk > w •14 DOUIELS 2'-b' L. W/b' HOOK • 48' O.0 - 43'x 9' R I/4'Wi IQ'• TYP SLAB d a z 6' GNUL FILL. OVER b' MIK COMPACTED _ -- X 4• ANCHOR E3OLT FAE W, PER FLAN n BAR-AR FILL. STEEL TROWELNT, FINISH. - 3' x 3' x 1/4' ANGLE • 24' O. C. - TYP Q J ~ •3 BARS • 32' O.G., REINF. GOVT. T/4RJ W/ I/1' x 4' Q B COLD JOINT. • 24, 0. C. - - _ - ---.- -- -� s•__arar+= i aeassx.aeaaalxans. --. Y---• --- - •. 0 A . _ . •a . I6' o. c. E w. • A _ a Y \�- DOCK LEVELER EWND VERRTS I'-m' I,-m, - _ D0009RADIUS • INTO SLAB- �-3/4' C1IAMFE 0 3 VEER CLEARANCE REQUIRED FOR � � �- PANEL REINF. PER � __I _0RACIu9 SUBGI2AGE � Z d DOOR TRAC", ACC;cSSORIE6 AND N ELEVATION .Q w J •• I t' I SLOPE V4' (VERIFY) a FINISHES WHEN OCCURS. BACKFILL W/ e 8 asaauaaslsaa•.as*aastaaax 1,4,4,4,4 sa as 1 COMPACTED /1 �znao • ■ -- - --- SHIM 4 GROUT, SEE DETAIL® I GRANULAR ROCK -�� + �== � . - � (2) 04 • 0 I _ qc TILT PANEL 4j -_EXTEND VER REINF. 8' �- • - -SAR x 2-Ir1 x 3/!S x I'-m' W/ (2)V x I'-b' Ahab b' STANDARD PIPE COLUMN 18' 4 BEND I O SLAG %' \ —R,gDnlq ! BGpADE ' • BARS • b' OC FILLED W/CONC.W/ROUND OUTSIDE 11' PL. x I' x (d'-s' TOP.(PAINTED SAFETY + BOLLARD DET p FOOTING CONC. PAVI � DEE I • � YELLOW - U. O.N,)- WFIEIQE BHOUN DEY I � Q --b' 'SLAB W/ 14 • ,b' O. C. 0 � -�v�-�EA SIDE 1 EA. WAY 3/9' PL. x 3' x 12' 2/ (2)314' D I AM, x 4' ANGHOF! � t � �, �; v— �� I — SEE TILT-UP PANELS P-b, /-BOLTS • D' O.G. .aF P-b,P-1 FOR ADDITIONAL Z .A (2)"S CONT � FACE OF C7FT!'G I I e e • 4 INFORMATION ' a OUTSIDE FACE OF / I [] dQlf; PROVIDE CONNECTION TO FOOTING • END tOF � BOLLARD *I I'-®' I'-(d• a a 4 0 PANEL 4 AT 9'-0 MAX. O.G. TREAT CONNECTION W/ , VER • • DEBK;IfV LAD --• , i�L~ BITUMINOUS WATE�CFING BEFORE BACKFILLING. '' ° 4 DOOR POST i ° °� e •• FOe?TINGGOA -b' REINF. PER SCHED. • JOB NM 9W /i� —GONG.BASE .AS &HOUN 40 DAT NO. 7 /99 Ll\ 6' -w PER SCHED. 3' �� 9 REMSIONS 71 7-UP 1�ETA I L C 1.OuJER FT�.� ,m P P � � � ,�, BOLM ARG D TA I LM i OAD IN DOOR WALLD TA I - 12 2 COOK i,E1�ELER FIT ONTA I L _ A.22 SCALE: 3/4' . I'-0' VM-FND002. 07/14/99 A22 SCALE: 3/4' ■ 11-0' FND026, 03/05/96 a 11110 A22 SCALE: 3/4' ■ V-0' 98134_DT03 02/19/99 +A22 SCALE: 3/4' • 1`-0' FND006C, 02/10/97, A2m2 SIT1999-00052,BUP1999 00329 1201 63 NAME, F,\DRAWINGS\Bonita\98134_A_DTOI.dwg DATE, AUG 18, 1999 TIME, 10127 AM. LEGIBILITY STRIP r T o=, C 2 3 4 5 6 7 8 9 U I 2 13 4 Fi 7 e 19 20 21 22 23 24 25 2tr 27 28 29 3C` "w�AM1.1i•i,�.:•14hY4 I�d•�.�Fi4MLLLA I O W N 0 N I • 1 OE • • '+.••►.IM«!I`u.!-un .. r.•.v,,......w..o-,.....w,.•,.•a...Mra,.,wip•.rom,.,,,.J...,e�.•,nwe�,M•ww.n.+,•u+.w•r.W'.-,..waM++.r•.+l,tlr.. ...•.n,..r.w.iwn,�■+'h ry ` r ti T__ FACE OF TILTUP BUILDING fe Y2 e FRAME CONI POUTING I LOWER ' LOWER �. CONT.FOOTING tLL tL (L;PPER) FOOTING I TILT-UP PANEL iZ FOOTING (UPPER) G. O my �-- �FRAME 1/2' 1,�.--Ck FRAME ' 3/4' 1/2' z a L' - - 1 lily ►— 26 GAGE SIDING _ DOS W 'A `J JAMB 8 _ WATERPROOF SEAL DOOR W • CL A B. - A B. -` I -STANDARD SIDING FLASHING �- � - BOL T -- VARCO PRUDEN JAMB POST I ,'.� Ini,' W TILT-UP ` - - - - - - VARCO PRUDEN PURLIN CLIP Q GIRT LINE O :. ■ a — - TOP OF TILTUP PEDESTAL TOP OF UPPER FOOTING TOP (�_ TILT-UP CONIC. PANEL �� •� 0 ■ - OF •"ILTUP PEDESTAL TOP N IF -'�__ DOOR DRIP FLASHING O �Ij OF UPPER FOOTING DY VARCO PRUDEN AZ� A2_1 - TI N TILT-UP PEDESTAL. - - - - LT-UP PEDESTAL MTL. DOOR Is' SQ GONG. PIER ---- - ---- -- 18' SQ, CONIC. PIER \ - 1' X 4 3/4' DOOR FRAME _ _ - --' � a -- -- - , C8 STEEL CHANNEL GIRT BY NO CHAMFER I !11 VARCO PRUDEN , TILT-UP PANEL 2 3/4' m f--- -� DOOR OPENING IL a z 3/4' I -0' _ �T PP D FOOT IN 3 T I T -UP DOOR HEAD D _ a Ov RH A0 POOR JAMSMST PP D FOOTINGSCALE: • = Q � VM-FND009. 07/14/99 A2,! SCALE: 3'=1'-0' '.'M-TiLn1 '-13-vy A2.j SCALE: 3'=I'-0' VIA-TIL02 7-13-99 - 5BLC<xMFR TO DESIGN BLDG✓ S FOR 163 PLF OUT OF LOAD • C. M. U. WALL (SEISMIC) MTL.. PURL.IN BY VARCO PRUDEN In 1 RILIn1 PERT. STEEL TO TOP OF WL.L.i. ��`V° •�r-�� - PROVIDE L4 X 4X 14 CONT, EAC.4 - BIDE OF WALL 4 DOLT TO PURLIN w, mss' • -- 5/8' DIAM BOLT SEE SPLICE ELEV L N EI BA H- L_ AT LEFT / —, HOLD CMU I' AWAY FROM BOTTOM OF ALEM, EGO PURLIN, LOCATE BOND BEAM BELOW Q/ OO `O L l 4 X 4 X I/4 X I' W/ __ NOTCH IN WALLS O� O� (1)5/0 DIAM. BOLT EA. SIDE A 5/8' BOLT TO PURL IN lo FACE OF TILTUP -- TILT-UP CONT. L4 X 4 X 1/4 DUILOING -CMU WALL NEW 8' CMU 1 I40lUK AREA SE,•ARATION PROVIDE RFACEECESS IN SLAB FROM FACE OF WALL. ALIGN FADE �7F WALL W T«I FACE /'— DOOR TO LOCATIONS OF PANEL AT OVERHEAD _ _ 1j A 15SPLICE E1_�V. OF EXISTING PACEFOOTF SEE DJILDIACa DOOR LOCATIONS TO ACCOMODATE JAMB TILT-UP 04 DAR • 48' OG., DRILLED b' SECTION FOR NOTEb POST AND DOOR IN REGES'"JED AMA10 TILT-UP — I © INTO EXISTING FOUTINCs, SET W/b EPDXY. EXTEND 18' INTO NEW —DOWEL TO MATC:+ VERT STEEL /SEE Ct ALB. TILT-UP - -_ _ �\ SLAB NOTE$) h ,4 Km-b + 11' O CtEX XPANSION JOINT Z `tlI +4 • • � • a •• �:. THIS LINE - -- • �, b' I ING SLAB*OOTING �^p■ U N V SEE A2.2 FOR NOTES FACE OF TILTUP BUILDINGCt FIF 4ME RADK*&00RADE NOTE, I- W c'4 _ SPECIAL INSPEC"ON REOD p■ �j 2 3 m NEW C INC. THICKENED DURING EPDXY ANCHOR Z A a' INSTALLATION, E W/ (2)•5 CONT.--� W U g s �LR4� Ijjj 5005 A2.3 E O.H. DOOR OP N I . TYP. OUTSIDE CORNERR DIM N. 7 TYP. INSIDE CORNER D I " EN. DARAT I OW,4LSGALE: 3/4' • 1'-0' VM-FNL00`A, 0/14/4'+ SCALE: 3/4' P-0' VM-FND010, 07/14/99 -0' M-FND03 I: : � N[0104o ;14/ ` SCALE. 3/4 .1 . AX tvor�s•. I. PANEL EL€VATIONS ARE DRAWN LOOKING AT THE BUILDING FROM THE OUTSIDE 2. PANEL WIDTHS ARE NOMINAL AND DO NOT ACCOUNT FOR JOINT WIDTHS OR ANY OTHER DIMENSIONAL VERIATION, CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR 21-8' 8,_0, 21-8 2'-8' TO FORMING. !�Q3.ZALLPANELS TO BE 5 I/2' THICK TYPICAL REINF. TO DE •4 • IZ' O. G. EA WAY ATNEL. PROVIDE (2) - •4 AT ALL. PANEL EDGES. PROVIDE (2) - •4 AT EDGEAt OOPENING$ IN AN 1 EXTEND 2'-2' MIN PART OPENING. PANEL CORNER VI ADJ. CONO. OMINIZ 9 6 OPENING OPENING 9 - ADJ. PANEL W m D _ -CHdU•1FER DOOR JAM OOR JA1'1D GHAIIF. ~ �- r i- -CHAMFER r CHM9F'ER CORNER r VERIFY VERIF VERIFY �---- CORNER CHAMP - n CHAMP, CHAI 1F -- v w FINISH FLOOR CONDITION _ - ` - CONDITION r ' O co�r,ER U. 4 STEPPED FfG. COND. r' `r GOND.(� - !-28_C' FIELD MEASURE 18'-8' I _ 261-0' I- 24'-6' - _ - Z ... VERIFY L VERIFY 13'-4' I- I U I_ � 13'-4' �` 13'-4' � 248-6' 14 m' --� 2 -b' ADJ. PANEL CORN• coND ADJ. PANEL ADJ. PANEL ADJ PANEL �c -�■y-4�r- - ADJ. PANEL ---CHAMFER - _ - a fV M N r N h r' CHAMFER r' - CHAMFER ~ CORN. DR '� DR- '� DR c' W'ri. GHAMF. AAF. CORN. CORN. --- -- GOND. )AMD JAMB '- J GOND. GOND. r COND. r r r F. - - Z Z DOOR)AMD � 10-4. P- 10 F'- 11 - - _ P-12 P 13 p �_ F_ 1� 2 b -b' 5'-4' -6' 5'-4' 2'468 5'-4' ;'-b' 2'-b' 2' b' I 14 15 Q EA WAY TYP. Q a -- --.f ADJ.PANEL 5 _4. ADJ. PANEL CORN. I ' 1� •4 BAIRE 12' O.C. P- 1 v F'- 19 FD-20 - ' ADJ,PANEL - ADJ. PANEL - ADJ. PANEL Q w JCOW,�f f rry' r DOOR- 'r DR N DR '• A1'F. CHAMR N CHAMP. CHAMP. '� HA9F. CHA1F. r. HAMF. CHAMP. '� -CHAMF. CHAMF. ~ Z CORN CORN JAMB r JAMB r- JAMB r r f r GOND COND. �- GOND. a DOOR I - ----4444-- 30'-0' Im'_4' I JM15 24'-6' I_ 268-0' 23'-m' 248-0' 24'-m' O P-21 P-22 P-23 P-24 P-25 P-2(0 P-21 P-28 P-29 P-30 P-31 0 ENA1F. GHAI'°IF. r AAF. CHAMP. '� HAMF. CHAMP. r' ANIF. DOOR �' DOOR CHAFF. '� OOR JAMB CHAMF. ry DEF!c3N LAD r JAM15 r JAMB r DRAWN CVM FINISH FLOOR JOB NO 96W DAIS 7/15199 a24'-0I_ 258-0' — 24'-0' 288-0' 18'-8• ..2T-®' FIE!D MEASURE REVI�O REVISIONS AS NOTED ON PLANS LFQ P-32 P_33 A a/s/og RJR P-34 P-35 P-aro P-31 r TILT-UP PANEL _�_ LEyAT I OMS A2 ,. 3 7400 SW Landmark Ln .MALE: 1/8' = 1'-0' SIT1999-00052,BUP199900329 113o' 63 NAME, F,\DRAWINGS\Bonito\98134-A-TU01,dwg DATE, JUL 16, 1999 TIME, 10,16 4M LEGIBILITY STRIP CM O 1 2 3 4 5 8 7 8 9 10 I I 12 13 14 16 17 IB 19 ;'O 21 22 23 24 25 26 29 29 o iOmn.i Cm _ LI 11 OI Q q Q H9N1 �yIOS �11111�11�111W111. 111111I11�11L1I��IIL�J�LLLIIIIII�IIIIIIIIIIIIIIIIIII�IIIIIIIIII!IIII�IIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII��l1IIIIIIILIIIII�II�iII�IIIIIIIIIIIIIII�IIII� O' O: T CD . ._ . .. - -. wy .r. .. ..- .. -.. , .. ..... .. ......:.r,.r.n-.aNY.."RSI+�bw�blr�+,,..Krar�R '+•"l+rrv.,xrwhw»r+�++lM .. - , ..�r "pool i'mol r~ W m " v 2 h r A W V� WILCL M 2 a W — ..__ _ II 12 I� 14 I� 11 [) V W 186'-m' 6 EXISTING BUILDING \ - - - -- - - - - -- - - - - -- - - - LINE OF EXIST. CANOPY ABOVE DOU.NSPOUT (Tl'P) BRACED DAY a 4 - - - I APPROx. LOCATION N OF— cs - --- -- - ---- - --�- - --- - — - - - —1 .j - +aox Box. VERIFY FINAL LOCATION AND / / 9 INSTALLATION REQ. ILVFIRE PROVIDE (1)LAYER 8/0' . ^ MARbWAL 0 /TYPE 'x' CAL18 TAPED,FIN. AND PAINTED TO ALL /INTERIOR SURFACES OP TWE / EXIST PERIMETER wALL6 00 Exi TINCT•' 9 1 i ° TWE OFFICE 1 EXTEND NEW GWB FROM PLR I I — -- TO TH / 1 ■ --- _ T • / / / / /1. PULL AL�IxTURESLGASEWIORIC / 1 • BRACED DAY STEEL COLUMN, SEE _ // % / / / /ECT, AND REPLACE SAME AFTER 1 o : �FI TISYSTEMMFR DRAWINGS FOR / INSTALLATION OF GWS. IS PROTECTION SIZE. LOCATION, AND RISER LOCATION / C.J ' ADD'L INFORMATION (TYP.) L'r i"•)- a - --- - ----- - - --- - --- - - ---- -- //// / / / j / j / // / / / / I j '/ SON Y HES %1A I EGON goo ZI / q ' OF Oil — — / SPRINKLER 9 STE MODIFIC1 TIONS FOR BRACED BAY LIGHTING AND MECHANICAL DESIGN R E BIDDER / / / / / �•IKai4 PILED STORAGE ARE 0,440u.I ON DESIGNED. DEFERRED SUBMITTAL FOR PERMITS PER / / DESIGN DOCUMENTS BY MF.LO' 4 ASSOC., / 9 - i U. B. C. SECTION 1063.4?. EXIST 81GN8 A EMERGENCY ) / � BEAVERTON OREGON LIGWTMG TO BE PROVIDED PER ELECTRICAL CODE, \ // / / ' UBC/055C GNAF'TER 10, LOCAL REQUIREMENTS. ZZ / / T - THIS BUILDING TO 'UNH d 7 DEFINITION / / / / / / / / / / !� ! U m BE E TED' B DEF N ION OF / / / / / /. /, - -= U. 1,, G. SECTION 1311,07 Z !q• g � Ay ANY n INTERIOR OR IMPROVEMENTS WILL BE BY z Obi ITE: 10 TWIS BUILDING 13 EQUIPPED WITH L n •• _ AN AUTOMATIC FIRE SPRINKLER / / / / / / / / / / / � g. SYSTEM THROUGHOUT. DESIGN TO BE NEW 1-HR AREA M BY A FIRE PROTECTION ENGINEER DESIGN SEPARATION WALL AND SHOP DRAWINGS TO BE SUBMITTED ® 8' x 8' x 16' C. M. U. / / / / , / / / / ,/ z TO THE CITY OF TIGARD FOR APPROVAL. WALL - SOLID GROUT �/ �. N EAVE 14'-0 (SLOPE / / // / (� O ;.�' y 1/1' . 11') / / / ` xi' U g w PROVIDE FIRE EXTINGUISHERS MAX O APART PER UFC STANDARD VD-1. FINAL 'v / / / / / ► FATI 4 I / / W IRE MARSHAL NGUISHER TYPE PER xsE / / /� / / / / / f j / Ln TILT-UP PANEL l'-1' ABOVE FIN. FLR- , / PRE-FINISWED STL. SIDING ABOVE 1'-1' TO EAVE LINE-TYP. SEE FOUNDATION PLAN 4 - • 1 // / / / /// % / / BRACED BAY AND TILT-UP PANEL ELEVATIONS 9 / a — — — ; FOR ADD'L I ORMATION B D BAY,__ BRACED BAY , i z = � -FIRE DEPT. ACCESS DOORS (TYP OF ) ® ® A 3 I SEE SHFET A1.1 (� : 118'-m' 4 T EXISTING BUILDING la z GRn4D ALL WELDS SMOOTH O F' AND FILL AS REQUIREDUl AN COVER GRIND MARKS ' AND BLEND PIPE JOINTS low 1 1/1' STEEL PIPE HANDRAIL i WITH (1)COATS SEMI-GLOSS OIL BASED ENAMEL PAINT u ui z Z J Z -� ui 0o J � 1 � � o a - W TOOLED II'TREAD 11' Z •� 1 SAFETY — NOSING- 1/4' SLOPE \ I TYPICAL I!1' R4D1 Q TYPICAL DOWN 03 NOSING 4' a 2 0 I2' 1 II. BAR- TYP. 3/4' TYP. i 8 M (113,1 I'-II' HAPAIIR BROOM / SET RAILING INTO o f L L o - METAL HANDRAIL FINISH CONCRETE W MIN O L A IN PARALLEL ~ TO TREAD 42' MIN. EMEBEDMENT SCALE: I/Ib' + 1'-m' } a CSR 4 aQ i ' DESM LFI) i '3 BAR • 1' DRAWN RJR 16' C. EA. 3'-8' (3)TREADS 6 .. .108 NO. 95134 i;; ------ • 11'.1'-9• -- - WAY i c i COMPACTED �� 7/ � / 1� GRANULAR BACKFILL REVISIONS ASFtENOTED PLAN Ll'G L /_� 9/9/9O REVISIONS AS NOTED. LF 0 ��I �� oR ^�� NOTEs SEE FLOOR PLAN DETAIL FOR C:)RMCT TREAD QUANTITY. �R�oR St��R o TA► � � - A . 1 0�.1 -- — 2 Yip. CON0. STAR W1 H14NDRAIL CALE: 1/2' I'-0' a81�4 DTIC. 09/03/99 SCALE. 1 1/2' _ ' 7400 SW Landmark Ln '4�') Q SIT 1999.00052.8UP1999 00729 © I -(d 48134_DT17, 9/3/99 14 of ss It'll NoW, a�w (^m II LEGIBILITY STRIP O 6 d g 8 7 1'0 III 1�2 I'3 14 i6 17 8 s 20 21 2'2 23 24 2S 28 27 28 29 30 0m�. - .= I CDZI I I OI Q ' t r� r•0NI . IOC llll►1111.�11111 U�1J�11�11�►a1J.il�11��11111111111.Ilal�U1L11,111111�111�IiJ1�lIJ11.11111LIL1�1111.1.1.1tad1111k1111.1.�lib iJ.�111�1�WLIIJUW 11IIII111.11TAIII1�11�.l IIIIJ111a1 hi!tl,11.111III 1till 111Il) III�oz .. 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BY VARCO PRLIDEN r_ t CONTINUOUS GUTTER SYSTEM BY EUILDING MANUFACTURER (TYPICAL). r _ 12 --------- &' FIBERGLASS INSULATION W1 'v6-41 L. .APOR BARRIER. --- "` _ FLAME SPREAD 450 MAX., SMOKE DENSITY 25 MAX. --- - 26 GAGE PREFIN16-ED STEEL SIDING. MA TCW ExIv I ---- i -- -- ILDING SIDINIG PATTERN f / 4' FIBERGLASS LVALL INSULATION W/ VINYL VAPOR ui ri11 7�2�_T PIr:E-ENGINEERED STEEL �'- BARRIER FLAME SPREAD 450 MAX, SMOKE DENSITY Z _ ( , . BUILDING SYSTEM BY VARCO r � 25 MAX. � PRUDENNOTO J N X TWIS BUILDING Ib TO IM THIS BUILDING SHALL BE Z H W 'UNHEATED' BY DEFINITION OF ---_ - EQUIPPED WITH AN APPROVED - 2 U.B.C. —___ -- AUTOMATIC FIRE PROTECTILu cc ON Q Q I -_= _ SYSTEM I SYSTEM PER NP.P�4. 013. DE6KaN 3'-0' X l'-0' _ - TILT-UP CONCRETE PANELS, TOP OF CONC. • ' -2' OF THIS SY6TEM SHALL BE BY A PERSONNEL DOOR W L ;` `r.`r _ = R 016TEP ED FIRE P%�OTECTION t-lit HR RATED. � I ABO'YE FINISHED SLAB ELEV. DOCUMENT66TO UEl CITYIT �I TIGARD f FINISH GRADE 3 Z FINISH FLOOR I - FOR APPROVAL. 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D.S. D.S. D.S �O LILT-UP CONC. U. t FROM cc PANEL WT. � D.S. PINION SLAB TO TOP/ PANEL NEW EXISTING O L F' SOUTH ral. raYo4t ION SCALE: 1/8' 1'-0' Q � a o -' Z e m W cc PRE FINISHED EAvi FLASHINGS AND Aa 0 WU+4LL TRIM BY VAR:.O PRUDEN. � Z slit -- 3 El FINIOW FLOO LINER l DE" LAo - - DRAWN RJR ------ - - - J06 NO. 98134 DATE 7/15/99 D.S. REVISIONS 9/31MREVKIr,NS A5 NOTED Lm DOCK Bll'1PER8, LEVELERS SEALS D AND 9 L 3 I I O N IA D1�01t l' aaNEab�TRACTOR (TrP. SCALE: 1/8' v_v A A9ml A7400 SW Landmark Ln ASIT1999.00052.BIIP1999 00329 17 of 63 3• NA El FI\DRAWINGS\Bonitn\98134-A_ELOI,dwg DATE AUG 03, 1999 TIME 910, 4M _ LEGIBILITY STRIP cm 10—.1 cm I 2 3 4 5 6 7 8 9 10 1 1 12 13 14 1 g 17 E, 19 20 21 22 23 24 25 26 27 28 29 30 El C D NONI IOZ - 11I,rJal�l�l�l>> J1J�I��11�1,►mII.I�� 1 G1 1, 1.1 111J1ll1t;� 111 I I I I1 � l► �llJa1� !�'I I Oz OWN 10 _ a'w�w�v-^^ryr�, "un'�w.Wino-+wMWnT'm'_xn+..+w�.+r.wTw'I.�. .w'wk'MXI!'IY^.�r}'.•/ T �/�%�h!/MwMM.'J�IMIsM+HF.t �M#!M M"WY nMY�J1+fN mMYh15�M .!.t/ le7R., ...-.- ,..i .n—.'n�MMAMT!' H ,. .. ,. ... '+�Mw{!*+W1�'�NM�+!+r+'iR1M""'"+nvK'NMiF�w.MwrK.'!"M,w-w,w.a«n�.w.Mt....�M�•'.�^.+-;.-..,,,...»,.,.w-,...fn«+M.�n4W�•PMen.�.e.wMf.+-awwhww-wt•.,,,..,.„,y.....�n.wi..pu+»..+M+e*�v��.row+Ya,.wr«..unA.•.y,.,M..,;-.,.,wi w{.V�mTtFsf.!Mp'. x .+M+�"Mp"M-. . "•"' r I I I I I I I EXATING "CIRCLE A.W." DUILDING I I -T2 a2-s3 — — I �,_,� 1�`-� 11•x3 llD�tN�MrLp•11��tOt � �3-` - �•� r N� IrT1►RNNd �� NEW PAVEMENT (TYPIC-40 I I .17,T 1 I�f01/�IN�� 17 N I b, fi !._�1 EX15TING TR LbC K MANEUVERING AREA \ Detention area shall be seeded with 'Dalidy' perennial ryegrass by Bailey Seed ('ompany, at the rate of 7 pounds per 1000 sq. It / et, / I W �► t/ 1°3QP�Q�jQ__44l�@ r., BUILDINb // Y Charles E M �u \ / f ! ORE60N I TI 4lIk" NET. DUILDIy4 LAN MARK ANE 4 / TO 6 12ND AVE-- NOTES w o A fully automatic underground irrigation system using Etsinbii•d .� ► U sprinklers, %apes, and controller shall be designed and Inutalled prior to landscape installation. 1 n •-� I �O1 lant material has been chosen to thatch the existing soil conditions A 'L O $ of the site. In particular, the poorly drained area to the south of the z � r harking lot/driveway has been planted with native plant material that � rF V �3 will thrive in the sometimes sahirated Wil. Esported top"will be ♦ - placed in the large plant bed below the retaining wall to the Nest of the building addition to a depth of 12 inches. Three inches of compost [a ow will be tilled into the bed as a soil amendment. EXISTING PARKING - ---- ,� r NA ILI ..; -4 W PLANT LIST a "~� -� --�- -• N KFY BUFANICAL NAMP, COMMON NAME? SIZE � � `r, y � MCC C -4- , ; �- 3 TR _ _ � � + - V 111 AGER RUBRUM 'RED SUNSET' RED SUNSET RED MAPLE 1-1/2"CAL. �� Q -..�. z = to 1'2 ACI:R GINNALA 'FLAME' AMUR FLAME MAPLE 5'-6' MULTI-STEM0� Q cc `— 13 AI.NIIS RIIBRA RED AIDER I-1/4" - 1-1/20 B&B d 0 Z g f( SHRUBS � V 1 fi 4 cc ,. SI CORNUS SERICIA RED T IG DOGWOOD S GAL. an UJI S3 E[IONYMl.1S AIATA '('OMPACI•A' COMPACT BURNING BUSH 5 GAL. S3 ROSA RUGOSA 'MEIDILAND RED' MEIDH AND RUGOSA ROSE 2 GAL. LANDSCAPE PLAN J DEW S4 IIYPERION 'STELLA D'ORO STELLA D'ORO DAVI ILLY 1 GAL. �r Z � � �' SCALE 1" = 30'-0allIlalla cc 44 1° Z : DRIVE STAKE VERTICAL. GRO lND COVER 00 W TRIM TCIPS OF ALL STAKES EVEN AT 5' ABOVE FINISH GRADE. GCI COTONEASTER THYMIFOLIA THYMII:OLL%COTONEASTER I GAL. /•� z J �. -- - -----TREE TIE. I (3'O.C.) W l CHAMELEON PLANT 1 GA[, G('2 HOUTTUYNIA CORDATA 'CHAMBLEON' . DOUGLAS FIR STAKES � � � o CE WITH WOOD PRESERVATIVE- (3'O.C.) W DARK BROWN COLOR. C J 6" 6" 2e BARK DUST MULCH O W _---MIN.` - ----- MINj/ - FINISH GRADE W - —STAKE SHALL NOT TOUCH ROOTBALL. C), i Z �{ �_— - —PLANTING MIXTURE � bE'81CirV r- Nt In_III;. ,n,-�,II'-1;T;=mIIm�' ow►wl� :�r g .108 NO. OM34 DATE 3-7-9y TRFF STAFF W DETAIL NO SCALF L 1 . 1 7400 SW I-andmark Ln SIT1999 00052.BUP1999 00729 I — – 19 of 67 LM1pSf.AP1."IG NAMEi C,\Program Files\AutoCAD Rl4\Drawlhg.dwg DATE, FEB 23, 1999 TIME, 11,14 Al. I a OmilWitr.•r lecp kit,.,.. LEGIBILITY STRIP C m �m0. 1 2 3 4 5 8 7 (3 9 J I I 12 13 14 16 I 18 9 ?_O 21 22 23 24 'S 26 27 28 29 30 NOW 4 CD O F1+4JW�1NW +�4 +. K]ILI � 4�W�1i111W�.I� k �71 i, - ..w.w .e` .Ta......wvm,e+rn4M,AwR�n , rw.w�.+ww«,«n,.u....,,ww!M„r,.,,.!,wswr..........-..-..-,..............,.,,,,.............. ...wn• ..+.w�.i«•............--.n...,,,..,,«.,y.,e�,.wwnr,,..w•.:,w,l..+.�w�+�.rvw,...•.,+,o-. NMM+�*i+p+her+lwe.�'Mtanw•o.w+.w....-.r.-..,,•�,.. ,.r,,. ..«w.•..+...,..... ..r... ..�.,.+..,r ww...rr,.«,.«'W4Pw1M'MwrroMMM�+HM* fns,rw+,r-p'l.M'IIIrMl.�lU-9!.M�MI..qIR}lRwrM�'y7...�.ra..r_.NwelMwi--vlY.-«.fie......M..,� �.'°,k`*+MwM4M�MYQ MaMAMMIN,n WA-MIMT,vvw ,»•,i..a...,,,.v+... ....:r....... _.....- :... ... ., -w ins•+.: ...:...Nr.,.. Fn.A • •.. � ..wwM41I� I I I I I I I� EX16T O-11C I ROLE A.W., M a I I � I --�.--GxI�TNri�IMLUN•I`lRftTIIR—� 000 � rr n — \ ; 4 N"RVAININb WALL �—.77 \ NEW PAVEMENT l TYPICAL) -- +•- vt. O Ile F7 G Y xls AII�IA+a W i 1 EXISTING TRUCK MAIJEUVERIW4 AREA \ , Fri \t XImo` ;IA / - --. N �'2 1 � J► \ ,� P1�_�'._.�1�CC��_-��_�:�•--�+�� --- // � Cn1r1taile 5 i= n r_ (�j�EG( IRtZ I C�AT I O ISI LEGEND },� _._ ,rL TI •� �T�� ►_► I s,. • •� RAIN BIR 1) 1806-8 F.11,VO POP-11P SHRUB SPRINKLI?K Cj �-ti � RAIN BIRD1806 10 1,11,•1,(1 PVP !1P SHRUB SPRINKLI?K � �� •� - '�� fl. / LAN MARK LANE L7 Cl RAIN BIR 1) 1806- SS-1', EST PVP-UP SHRUB SPRINKLER / Ub V RAIN BIRD 1806 I5 I ,I1,1,() POP IIPSHRIIBSPRINKI.I:R I i ' �._ w // U CD z T l' BIRD #•1'22 hlll.l., ADJ. PVI'-UP [.AWN RO-FOR ",� �' -• / 1 - 21 GRAIN BIRD #100 PGA i:1.li('1'RIC CONTROI.VAI.VI's ` RAIN BIRD I,XI 1 8 S"I'A FION AUTOMA'FIC CONTROH,ER � h .. - -- -Z ' rr WA'FER METER SIZF I" (BY O'I'IIERS) ` Iyl� - 1 [- i ♦ ? cr F1?Bz'O #805-Y BACK I-I.(>W DlsVICI? -Slia? F I/2" (BY O'1'HI?RS) � - _ ._ U) CLASS 200 PVC MAIN I.INIi SI!.1? 1 1/2" ~` �, - z w aC Q - -- ('I.ASS 200 1'V(' I,A I IiRAI. I'll'li SILI: AS SHOWN ` ' , - - - - - SC11 40 I'VC SI.I+'.VI,. AS SPOWN - - — _ - --- \ '� W 3/4" MANl1Al. DRAIN VAI.V1:. INSTAR,AT I,OW POINTS '�: `'•� �.� 'EXISTING PAWIN6- N�OTE U!E TEFLON TA/[ ON ALL -a UI MAIN I.INIi I UR WIN I'I:RIl.IN(i SYS(I(M• TM AGE C011NCCTIONS. - 1. STUB ONE ADDITIONAI,WIRE FROM CONTROUER TO FURTNLr T /-12' PLASTIC VALVE 8011 WITH LOCKING COVER • / AIJ'1'OMA I'W VAI,VE IN EACII DIRPA:110N. USE DIFFERENT COLOR � i i i 4 r \ �• ~' WIRI?'THAN VAI.VI?WIRE OR CUMMr)N WIRH. _.t- - -I-"NIS,' GRAOEr ��. � .• `'''L CY / ` ♦ �8t, �, R.CN. L12E GATE VALVE-• CH01/0 PVC UNION �. -I�� "�•C` ' I QUJ U / --1CH 40 PVC MAI.[ AOAPTER ♦ . ` _ I V Z `\ 7 4', ..t a SCM. 40 PV[ f1TTiNGl--� O •. O �\ — -SCM W PVC NIPPLE! _ —CLASS 200 PVC PIPE (TYPICAL) NOTE: : Q 1 Electrical contractor to provide 120VAC duplex plug at controller location in building, and provide a _ _ ``' y", _� � �y I.112"conchlu from controller location,through outside wall with sweep ell into plant bed a minimum I of 6"below finish grade. Extend conduit into plaat bed a minimum of 24". Location of controller Z _ 0 z to hedeterrmned. REMOTE CONTROL VALVE Z y NO SCALE—"�—�- ----- � '� f+ 2 rt Sprinkler head locations aulagrammatic. Heads shall be spaced to provide complete,even W coveragall e of landscape areas as shown. -- -- _- -- _- ...._._...__ 0 3 Provide, install, and test specified backflow device as per Stan nrf1mgon rtr,'lirements. ORION 0 4. Inst•tllation of imgation systcal shall conform to all local codaz . ---- --- Q � d S. Adjust all nobles su that they do not spray on building walls or windows. 0 FE 6. All control wire splices shall he made using waterproof DBY-type connectors. I _ I LN 7 The landscape contractor shall prrparr,an As-Built drawing on a reproducible paper showingraW a Q locations of all in-.,allations that deviate from the drawings. The drawing shall local� Z d all main fine /-WALL-/ 0 � J � and valva by showing exact measurements from hard surfam. W 8 rill valves shall be located in valve boats. Use Ametek,or approved equal,of appropriate size. I IRRIGATION P Z 9 Drainage and Winterization - Provide a quick coupling valve near the backflow device for the •G• 0 purpow of blowing out the.system with compressed air. Compressed air,80 psi maximum,shall be 120 VOLT WIRE ORION � I injected into the system at the quick coupler to blow out each zone in stttroermiIN CONDUIT— Q on. " w-.S.O�-0 w Z Ga � _ — I PROVIn[ INSPECTION SCALE: 1`30'-0" 10. Verify minimum 3S Itallons per minute (It 55 at water meter prior to psi beginning work. Largest PLATE AT A M0 Z irrigation zone this phase es 29 g.p.m. POWER SOURCE �z W I I Verification of underground utilities is the I�2 PV.C. CONDUIT FINISH GRADE Q 0 gro responsibility of the landscape contractor. The landscape FLOOR contractor shall ber�nsible for the immediate repair afanydamage caused byhis work. PV.C. COUPLING NOTE! USE TEFLON OOFE ON ALL THREADED CONNECTIONS � J ci 12 The landscape contractor shall inspect the site prior to any work and notify the landscape architect if ;; t 2•_-� 2e• 3 W O tQ M theft are any discreparx�es between dlzwings and site. aw[[P ELL- --�-lOw VOLTAO' WIRE I 1 r II � � U Make field adjustments as III COUPLING RV.C• CONDUIT 1 I, r_—FINISH SHRUB GRADF VI' � FINISII LAWN GRADE"— O I l required. The contractor shall not willfully install the irrigation syRtem ,,s --- � > per drawing when it is obvious in the field that the conditions vary from the drawing. ud 14 Provide betiding material for the pipe and wiring when rnck/tnateriaLs8rt present that could damage AUTOMATIC CONTROLLER —SCH 90 PVC NIPPLE ^ W irrigation material. NO SCALE —,�--SEH 40 PVC ELL I S. Verify and coordinate sleeve installations at locations shown with paving contractor prior to paving. 1 -- —, J ____._�--- POLYF IHYLENF BARBED ELL 16 .All control wire shall be type N 14 awg solid copper. -- rmR E TIIYLENE "FtMNY PIPE" Dom) IS"MIN, - _"----- ----- - - - SCF. 40 PVC ELL OR TEE lA�tN J08 NO. 9E`L34 CL 200 PVC LATERAL PIPE -- POLYFTIIYIENE RAREIFDF(I DATE 'POP-UP LAWN / SHRUB-_,SPRINKLER NO SCALE -- — L1 . 7400 SW Landmark L". f\T-VI' SITI999.00052 13UP1999-00729 — 1901 63 .1NDS tFINL, 1 NAME G\Program F les\AutoCAD R14\I)rawIng,cIwg DA1E1 FEB 23, 199`T t IME 11114 AM. LEGIBILITY STRIP C7 10m cm 1 2 3 4 5 6 7 8 9 10 11 12 13 14 18 1�7 18 19 20 21 22 23 24 25 26 27 28 29 30 ri "IJI11111 11 OI 4OHON( i 102 1,1, illi l l IL�11111111LI1 LiJ111lahll I ll 1111 /11111111 1 111 1111 1 l I 111 I l l 111111111 I I 1 I I I I I 1111 111 I.I 11111 11 I1��1, LWL L[tI I11L��d1.]III I 111111111�J111,111 Ja 11La 111 J1�11J�1 11111 1111111 I 1C D 0 101 'POPP oz -.. WAIIPRW ••M^1M��T41.My" .A.111!'..IPRMARiw«"1' AM�,MnN/„MM+1I/�nTn ,.»w.. ..rv- '.!11FM.—n.whewM•MM+..M+.....r r!r+.•.••"1a%r+v.:'eMMFMNMI<,•.. .«.l rN...,.....h.,...,...w w,� . -n,...n-rn.. .,.,._.,e: ,.n....o .......,,. ... ,.. _ ,. .. .. . . .. �.•-a •ir..n ,. .w.w.1 su _n! �" , -.,......._-. .... .. .. .... -_ ".+rt4.fn M1N .w�...Mrr1,�,�..1,y trM'NRKnMn7ft�gK�1u :1!"N.wl!+vfl!K+nn -, -, ... .. ,.+..,, ,..�.. uwr.yp�+.` e,^'WMMM+,Y1M/AM!RwK" .: tPRla�.,fil'�'M"ry�.'...Tftix+^a+n.••--.�-imf•p-mr.r..-.•+* o.*.•..r .a•�,.- 'w*'�"iwln"".1'."'y�"'"M•,q,.•�1.. .?N+.�n.11M�NR�'►,Na+vrtn- +rkr .___ .. .-. �, 1" ^amu i'ry, .3 GENERAL NOTES VA c: R c- - - S'RUC _(, RA_ STE- !- PLATE Ac:2� ��R A -'� ;�< A77�' OR A6C7 ;RADE COLD FORMED LIGHT qac Sia= A�,�f v ;,RACE 55 SRACE R0_'S A,572 GPADE 65, j\LESS N`TE-D -+OT HOLE_-D VI__ SF AFS S A36A5;''% 'Y= 36 '<SI CR ;:RADE 5J ROC= A\G VVALL AA,79, GRAD= 50 I—� BODS A 3 C% A',�,L__ A307, 1,A_ESS NOTE V U L D N C- S % . STRLC`1JRAL `RIMER SHOP PRIMER PAIN- IS A RUS' N-! BITIVE PR1M R AND tiD S VF B,� LJI.ti ,S 'COLOR 3R,1\ZE. VA RC R U D E [I THIS SAINT S NOT NTENDED =0R LC\G ''ERM EXPOSURE T^ -HE ELEMENTS. __ --- -- --- - ---_ --- - 432- 5 ECLT TIGHTENING REQUIREMENTS AL_ HIGH STRENGTH BOLTS ARE A325-N JNLESS SPECIFICALLY NOTED OT--ERWISE. f" 1F," COVERAC,E STR'„CTURAL BOLTS SHA_L BE TIGHTENED BY -HE TURN--CF--T-,c-NUT VET-OD !N - - —- ---- _ - _ - TA�CCRDANC= W1 7H T-1-724" covERnce 36 COVE�A�E 36" COVERAGE EmsNINTH EDITION, Xc0 "cPECF . ATION cCR STRUCT„RAL JOINTS US-NG ASTM A325 OR A490 BOLTS . P 6, - RcRPER SECTION 8D.1 , A325 BOLTS VAY K INS-ALLEG VVTHOU' WASHERS WHEN T ; STENED BY THE2 /e" sMOo•H s = f , r,p o _wnecssEa LRFACE F'TER OR EX"_RICO 12" T`P. 2 5/16" EXTERIOR _IJRIN-OP-THE-NUT METHOC. 11 ACE 1 S'.RFAC t 3/'6" TYP. SURFACE � ALL �-IGHF STRENGTI-. BOLTS, EXCEPT AS NOTED CTHERW! ARE = "T ! SE, E SUBJ_,, .0 DIRECT ENSION ASD RocF Pv- I MAY REQUIRE INSPECTION AS DEQ NEC BY T-E APPLICABLE BL'L�ING COD= OR STA`JDARD, T IS THE 2 3f/32" BEARAG _s t" -YPr RESPONS BILIT" 0= THE ERECT'DR TO ASSURE PROPER TIG-iT\=cS TYF. (40C'r �h�5 ONLY) R00:' =�ANr_ K'B & WALL PANELS (PR) \PEE RIB WALL PANELS (VR) SPAN LOC WAL_ PANEL-S (SL) 4 • BL' I _DER / CO \ITRA^TOR RE.SPC N SO :3411- TIES VF Bu LD;NGS STANDARD PRODJCT SPECT-ICATIONS APPLY AND I,NLESS STi='ULATED OTH=RW SE IN THE CONTRACT DOCUMENTS, VP BL.LDINGS DESIGN, FABR CAT 0\, ^wUA_!T'Y CR _E:RIA STANDARD;, AND TOLERANCES W LL GOVERN THE WORK, (A VP BUILDINGS SPECKICAT ON BOOK' E IS AVA LAB_E is:o -o° UPON REQUEST) i4'-0" f!e'-0' l'J'-O" •4'-Q" @4'-O" 24'-O" - - - - - _ os3•-o- sa.•-o" ee'-o• ee'-o^ st4'-o• s•-o" -. ' - - -- `� '` �-- --t---- --+- --- •I- IN CASE OF -DISCREPANCIES BE-WEEN VD B„ILDINGS STR CT„RAL PANS AND F_A,NS FOR OTHER TRADES, THE V::' BJ'LDINGS PLANS S.`1AL_ GOVERN. NOTE: IT IS THE RESPONS!B LTY 0� `-IE BUILDER / CON-RAC-OR _O 03TA.r; AFPRDPRATE APPROVALS AND 1) THIS BUILDING HAS BEEN DESIGNED WITH THE FOLLOWING DEFLECTION LIMITS: a) FRAMES: H/100 LATERAL DRIFT 10 YR. WIND SEISMIC , NECESSARY PERMITS =ROM CIT Y, �.r, OUN-Y, STATE, OR FEDERAL AG---"NC ES, AS P,EOI, RED. _I AO b) GIRT SUPPORTING 6”TILT WALL L/240 10 YR. WIND SEISMIC 2' APPROVAL OF VP_ BJ!_DINGS DRAJVING• CONS THE BL!LDER / CONTRA07OR S ACCEvTANC= C= THE ,•� 2) THE EXISTING FRAME @-)LINE 13 MUST BE A FULL LOADED FRAME CAPABLE OF VP BUILDINGS IN ERPRE-A- ON C 7 TSE CONTRAC PLRCHASE ORCER. SUPPORTING THE LOADS INDUCED BY A 27'-0"BAY ADDITION,VP IS NOT ! /2" G I R TS / P U R L f _ I RESPONSIBLE FOR THE STRUCTURAL INTEGRITY IF THE EXISTING BUILDING. ONCE -HE BU !DER / CONTRACTOR OR A./E FIRV HAS S'G\:"D VP 8J'LDINGC APPROVA_ PACKAGE, CHANGES FROM THE PURCHASE ORDER BY THS BJ1_DER WIC._ BE BLEED -0 THE BUILDER / CO\-RACTCR :",)R VA-ER A-, ENGINEERING, AND HANDLING FEES. SUCH CI--ANGE.S MAY CAJSE T!-E "ROJE_ TO BE VOVEC FROM THE ` 11211 I ' FABRICA '0N AND / CR SHIPPI\G SCHEDJLE. A PENAL-Y FEE MAY BE CHARGED F "HE PRCJECT MUST BE -'- MOVED FROM THE FABRICAT ON AND / OR S-IPPINC SC--IEDL_E, AS LONG AS VP ELI_DINGS DESIGN AND 4 , DETAIL'NG APPROACH COMP_IES W T� THE P,RCHASE ORDER, 0 a "HE BUILCER / CONTRAC"-OR OR A/E FIRM ARE RESPONSIBLE =OP. TIE CVERALL PROJEC- CCNDITION, A_L INTER=ACE AND C'DMPATIBILITY CONCERNING ANY MATERIALS NOT F,;RN SHED BY VP BJI' �I`J . ARE TO BE CONS;'DERED AND COCRD:NATED B" -HE BL 1_DER / CONTRACTOR OR A/E = RM, U\LESS SPECIFIC I-ERIA CONCERNING � � I � -� � DESIGN CR. � TH 5 INTER'ACE BETWEEN MA IS FURNISHED AS AR" OF !HE PURCHASE ORDER, VP BL LCINGS ASSJMPT,ONS WIL-L GOVERN. o c I N o THE BUILDER ;' CONTRACTOR !S RESPCNSIBLE TO INSURE '-HAT AL 01HER PROJECT PL; AND SPECIE CAT 7',S - --I N >e COMPLY WITH THE APP'_ CABLE REOU!REMENTS C= ANY GOVERN NG BU LUNG ALTHOR T1', SJPD_'„ I`JG SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR TI-_ VP BUI_D NGS BU LDING DOES NOT IMPLY OK _ CONSTITUTE AN AGREEMENT -HAT Va BUILDING'S OR ITS DESIGN ENGINEER IS ACTING AS T-E ENGINEcR OF RECORD OR 'CES+GN PRC=ESSIC\AL •=CR THE CONSTR,,C- CN PROJECT, THESE DRAWI"NOIS AND DESIGN - I DA"A ARE SEALED AS TO ''HE STRJCTURA'_ SYSTEM FURNISHED BY VP BJ LDI\GS, N COVPL ANCE WI,rH AL_ REOUIREMEN-S OF THE PLRC~ASE ORDER. THE BUILDER / CONTRACTOR iS RESPONSIBLE =0R SETTING OF ANCHOR BODS AND _REIT1O�. C: T-EL RUI'.DING COMPONENTS IN ACCORDANCE WITH VP BUILDINGS ”;OR CONSTRJCT CN" DRAWINGS. - I TEMDORARY SUPPORTS C-i FRACNG REQUIRED FOR _HE BU _DING ERECTIO\ WI_L BE '-E RESP��NS Bi, 1T'Y ; CF ERECTOR TO DETE'=MINF, r jRN SH, A\D INSTALL. 50°_� LIDt � FABRICAT R W r� CLL�.DI5 , VP - I _DINCc 1 ,S A'\. A PRCV In C =R-IFICATIOVc : n f ICBG FA--240 AISC MB CERT!F ED ��$tt FRof,:ff C T" ;, � LOS ANGELES '`'PE FABRICATOR ��s vINF -� t C TY' OF S`ATT E °� X586 PERI CANADIAN WELD NG BUREAU CIVI C ION Cr RTIC:CATION 1 / P LI R. \4S -�— - - ---------- - - ---- _._ sree -o ORE60M PJRLI\S r��Dgpl, \�SDR (i-fe•T,000 qlq 7400 SW Landmark Ln SIT 1999-00052,BUP1999-00329 -- 20 of 63 L i Building d ( Code: 20 .0 REMAINS THIS AITHE 'PROPER-YINCLUDING OF VP BUOILD'NGSN H=REO\, C O \ / E P SHEET 5 I ' Live Ltl (W/Trio Red) 20 .0 psf V L_._ CA99027685-000 CA99 6574-nF.-1 Call . Ld (gravity) • 5 . 0 pe f IT IS PROVIDED SOLELY FOR ERECTING THE BU'LDiNG ;3 . 1-DER , REVISION HISTORY Coll . Ld (uplift) : 0 . 0 pe f DESCR'DED IN THE APaLICABLE PURCHASE ORD- Elliott-Sheets Constr ., Inc . DRAWINGS DATE DESCRIPTION Wind Speed: 80 . 0 mph SHALL NOT BE MODIFIED, REPRODUCED OR USCD FOR O7/?9/99- ANY OTH4R PURPOSE WITHOU- PROR WRITTEN A. - LT - LATEST SET VOIDS Wind Exp . Cat . : g APPROVA_ OF CSTOUER Ground Snow: 25 . 0 Pat VP BUILDINGS. Glenn Hayter '233 L. BALL PREVIOUS PLANS Roof Snow: 25 .0 psf THE GENERAL CONTRACTOR AND/CR ERECTOR IS SOLEL" LOCAT10\ - 09. IS Snow Exp . Cat . : 3 RESPONSIBLE FOR ACCURATE, GOOD OUALTY WORKMANSHIP Tigard , OR Seismic Zone: 3 IN ERECTING THIS BUILDING IN CONFORMANCE WITH THS VP BUILDINGS Co•iE� Building Use Cat . : 4 DRAWN', DETAILS REFERENCED IN THIS DRAWING, FR06rCT vAME ALL APPLICABLE VP BUILDINGS ERECTION GU DES, -1332 LANDMARK LEGIBILITY STRIP C 11II!ulll!IIIItIII I ,. ll!I Iulllillliulll I!IIIIIIullliul!I1 1 IIIuIlluliliinluulul IIIuIuI Iuii1 ,; O I 2 3 a 5 6 7 A 9 10 I I 12 I� 14 I!6 I17 II6 ipcm 19 20 21 22 23 24 25 26 27 26 2'9 30 1 mm:i C D C � Z I I I 01 HONI .81 OZ I L1 x.1.11 1 I IJ�. �I LI�I�I I I I I�I I I�I��I I I I I I!;I 111�1 11 Il Ill I I I I j I 1 1.1.1 1111.107 1 111 h 1 1 I LL11�1L1;��1�.LIll1J1i k,lL11j111,.1_t 111.11111111 1 1111,11blA i li .1 I.1 1 111 I I[111fild.dufllI .I.1 d 1JJa.l.di.,111I I I ' '1'�kPf•AT�IM1r.. .'.Y"WMwfM:'MN. • , r r -.w ,MIYMI',"uwry K.wM•M"Nw„MN,Yh I'1y�11pp W .... ...... -"y,.,yy,gn.„....._. .,. ....nrr-w.Yn...,,...,. _._.« .-,”-,rww. .w . •. r ,. .. .. .. r .-...._. . - -. .. r _ ..- e.. .. .. . x yr, I .t F, Y (11 3 A C5� 06 (� � 10 13 \ ) � � T I 1 T _T D WB3_ _ 013 0 D61 v cn 016 � o , m t M XI vl I i D17 v � • � � I m o I IQ cu 09 061 061 W62 ___.. 061 018 t � CCI V I "I fV O 1D14 O --. t-jim D11 D14 D14 O1A, I I v o t I wa 06 012 m N.v.V..� O O I pp I s , c' O I 10 LO N �I I - W84, v �- - Fs -- Ills D3 I I I I I f OI I 0 CK) s o Q8 010 010 D10 010 D10 015 014 014 D14 I " m 1 I I I �LJ ( AP --F2:- L D4 I " O ri t I I I I D5 Q fV " Q7 07 D71 D71 — D71 D�'1 071 071 D71 --0 D7 ILD2 _ WF „ 17'-0" 24'_0" 26'-0" 23'-0' 24'-0" _ 24'-0" 24'-0" 25'-0" 24'-0" 25'-0" 25,-0" - = ------ }� — 120`0" e.}-ts; -- -- 1001-01,0-a - =-- --- �` )CI STI L� F►ZP.M E 61.1 _�/^I� 50'-U _ _—_ — -- -- -,� _—-- - _�.,._ 286'-0" BL to 13L �E.�EU P k uF fs w�\g 1NE�� Finished Floor Elevation 100'-"' (Unless Otherwise Noted) OREoON CONSTRUCTI 4DAIR1101 b 40. z0ocs. 7400 SW Landmark Ln. SIT 1999.00052,BLIP 1999-00329 21 of 63 _–jD— Id? rA pf,n)If u 21 P1110 1 O 1 ana 1 Thi. M■rtne �■ au1■tl snit .. En !fu ra■eeeun!■ jyrnf.��il This Drawing, including -;he lnforsetion hereon, }. OUOTF 0 JOB / CDNCRE'E. GROU', ANCHOR BOLTS. AND ANY OTHER EMBEDDED ITEMS APf. TO BE Building Code: 97USC r•Psina the property of VP Buildfnp•. An o h o r Bo 1 1 CA99027665-000 CA9926574-DF--; Live l.d(W/Trib Red) 20.0 pal -- -- It 1s provfdstl for erecting the Building --`--- --' l- �— - GATE rOPNiSHED By D*HERS Coll. Ld (gruvlty): 5.0 pef d•ecrlbed in the applicable Purchase 0/'der IeuiLOER aEr. oATE ler oEec. 07/29/99 2 ANCHOR PO.T O:AMEIEHS WERE DETERMINED BY ALLOWABLE SHEAR ANO TENSION PER enN •hall not e• audit!, reproduced _ EliiOtt-Sheets Con9tr., InC COIL. Ld (Upl i tt)' O.C pef or used for any other purpose ritnaut prior — -' `- — - — -- -- - J. A15C SWEC:r1CA'TONS (FY 36 KSI) . ANCHOR BDLT LENGTH AND METHOD OF Wind Speed: 80.0 mph written Approve) of VP Building• �_� CUSTOMER TIME Glenn Hayter 09. i9 Ar 1VANSFERRING FORCES FROM ANCHOR BOLTS To FOOTINGS ARE TO BE DETERMINED Wind Exp. Cat.: B �__ �_._—r. __�- BY The general Contractor ane/or Er•ctar - �'NERS Ground Snow: 25.0 pef is solely responsible for eCeurates road LOCATION T1 and , OR UQAW/CHECK 3 FS:GN LOADS AND AEACTIDN1i AFw FURNISHED ON OTHER ODCUMENTS. Roof Snow: 25.0 pef Duslity WarwPanshfp in erecting this 9 VP BUILDINGS �O.NGAIION Mt 5' BE LEVEL, = 1uA ANO SMOOTH. ANCHOR BOLTS MUST BE Snow Exp Cat. 3 Building in cdnfopmene• with tnfa - - - "'---- ACCURATELY PLACED AS SHOW 'NIS DRAWING OP STEEL MILL NO' FIT. Droving, Details referenced to this growing, f PROTECT GG Seismic Zone: 3 all sppiicnable vP Duildings Erection 0stetls �I 4332 LANDMARK VARCO-PRUDEN I--AM Building Use Cat.'. 4 I end •11 Industry standards pertaining to �P proper erection. Ircludtnp the Correct use �SCALf Z . .. ..,:....,._,.- _ -. NTR 270 X 190 I LEGIBILITY STRIP `-� 19 l; �r0_i cm 2 3 4 5 6 7 8 9 10 I I 12 13 14 IEj 17 16 20 21 22 23 24 25 26 27 26 29 30 1 CD z1 111 oI 1. �,hi1.111Id.1[I.I.111 IIIIIII.1111I.I.h 1.lITIIIIIIII]IIJI121-11-d �.1J111.111111.W.�..� iI,I,I!I.IIIIJ1111hI Lf�allLlLll� �I�I_I 1. ' I I HONI 1707 1 � l.l, �1�11J�fa.11�.11.1.1.1�.1.1,L�.11J.� ._ r w lIeMM.M-....+t .r,,..r..M•.w.. 0 am- .....,+..+w..n.,.,..,n.•,,..,n:...�..,,..«aww,•..r-,.wtr-+�.Nne.PrnM . .. yaMtltigrt�r. .aavTesz+MMr�rr�r,..,r.•t+rfe . .. i, •,••w•«.•• " M•.•••••-.;•.••, ,MYMP'aN. •Y" ;•YM-Ar-.••r.vrs.+•faN'rWn.+rMMI;,+YFMeFMr.+wwwf4/•*fw•M+«wNM.+...rwfFbr MwM*rvr.�MMw*..'.p,.-,:..w.......a«•rw..n.....n , .. t� a"lM.�'^!'"n'wM... ,.w«,x w+Y w�a,r!fMf�M;MNmr*. .u.r �.9�. n!••a+ h �+Pe►► .7wn ..yw. 'WMwes.ee+'.w,.TMN7/�r#`ti•rM!.MMIM+kanMtltMwn+w•T.+rnriykb.ts+N.w.wiM-N.v«M..+,w;n»+ww,.rg.,..,.+1,inw.F+.,,».,nrna,«w ww,.w....«..,..... ..,g..._,..... _.. ..,._,.. ,... .. ........ ... .. . .... , .,.,. ..._,,,.. ... T•...,,.•..�..,v ......,.«-.....,, ,s.w w.w+w�,.,v,...�.,ar«...,......,....,..,. f1 1 M 1 'N B� 1 _o I — - --- ---_ - --- — - IL - I -- - - -- i ! FL �- — E3 I BL F L �_._ L FL FL I a a golfs". 1/a a t/a' I al -0' o 1 14 VI " nl i " cy " – IF vi -E ' , I i I , 0 Cy I ( " QI i i ry " � �I I 4 --i 5-�-g---•I 4 ti.-_•r�-6----+i " �,. B,--�I fu I I i FL -1 - BL j B(_ --.—�---- a i/a" a �/a' I z t/a -it-42 1/2 p FL i BL - - - --- - e B _ - (2) 3/4" L)1e . A-^6 A .Bolte (4) 3/4" Dis .A-3G 'A TE - i?ate L - 101 W-�B A.M a (4) 3/4" D1a . A-36 A . Bol a P1)E1 va O p^iW 6" T3/B'B Plate L-i 1 W Ei T-3/B e.. late L-fo W-8" -0" Plate L--I '-3" 100 ' 0'* B PlElevation-W100 T03/B" j 100 ' --0" - _ Plata�_ ) (2) 3/4 Dib . A-36 a . Holt5 Otli (27 3/4" 01a - A-38 A . Bolte � _ Dae . A-36 A .Bolt9 F1evr,. ln�- 100 ' -0 Elevation- f00 ' -0" � -i ' -i " w-8" T=3/B Plate �-30" W-10" '-3/B ' i� D2Elevation Soo 0 ---- - - - D3 Elevations 100 ' -0" ---- - ---- - Q4 D7 Elevation= 99 ' -5 L BL - - - _ D 19 - 1 FI L L r-__—_ -— L F I i L FL i IF L I 1 -- ---I -- \ U I I 1 _C' E3 _ M10 v - - M1 fry " U ! 1/a, a 1/a" i f is I---i---.r2 :/? i i —4! 1/!" 1/8" I L FL I 1 C 1 ' -0" _ I I : . =� :;:e A 36 A 803 • (4) 3/4" D1e . A-38 A . BoIte (2) 3/4" -- W �- — — _ ' I;,off ,_• I w=e +- Die: A-36 A Bolts (2) 3/4' Ola A-36 A . Bolts (4) 3/4" Dia . A--38 A .Bolts (2) 3/A'' 02a . A-30 A .Bolts - Plate -f i" W-ii " T-1/2" Plate L-10" rw=8" T- c�eclon Elevation- ap ' -8° s�/B" Plate L-10" W-8" T-3/B" Plat& L-i ' -S " W-B" T-3/B" Plate L-10" W-SO" T-i/?" (2) 3/4".021 , A-38 A . Bolts I ;2) 3/4 D1e . A 35 A .Bolte Elevation- iJ0 '-O ' Flevation- f00 '-0" - Plate L10w-ii" T-1/2" F'lete -=SO w-B" TW3/8 U9D10 Elevation- SOD ' -O" Elevation- 89' -6" Elevation- 99 ' -6" t Elevation-• 100 ' -0 ' AL - - SL - ---Y-- --- ___ 1_1 D 12 _ D 1 3 _ 014 ---- -- --- ---- ----- D 15 6 BL D 1—� - - - F` FIL IT I -r, L1 2 i /2" PROJECTIONCU.O.N. 11-- 1, 12" DIAMETER CONCRETE ANC.,HORS (NOT BY VP) M1 BOTTOM OF COLUMN I —� EQ. 1 —r —— _ � - - " - - " BASE PLATE ELEV. --- -fi- - - _ ° I --? _�_- FL VARIES _ - BOTTOM OF - -- -- ; BL i_ I 1 a - z I �_ C0LL'%AN ' �- �'- `~ BASE PLATE -- -� — z 1/a• ! 1/a" •4 -I■ e' -I " •4 •I'8„ –it " � _� _ –_ /4,r OPENING wl�T�l 1 1 /4" 1 - - STD = /2" NOTE: 1 " PROJECTION ABOVE I ---•-� FLUSH = 0 I, �1 IL B BOT-01/1 OF JAMB CLIP (2; 3/n" I71e A-3Ei n Bolts (Z) 3e 01e . A-36 A .Bolts (2) 3/4" 018 . A-38 A .Bolts (2) 3/4" D1e . A-36 A .Bolts TYPICAL ANCHOR TYPICAL COLUMN Place L.-10" w-H r •3/H" Plate L-SO" W-B" T-3/8" Plate L-10" w-B" T-3/B" I Plate L-10" W-8" T-?/8" Elevation- 100 ' -O " Elevation- 100 ' -0" Elevation- Soo ' -o" Elevation- io0 ' -o ' BOLT PROJECTION BASE PLATE DETAIL FRAMED OPENING DETAIL ___.--• _-- n-�-�___--_-__-- D e _ Dig I D20 FL i I ! t/s•�- - s s/!• II i T F" I I I I T I , I o I FI- BL — ---- -- __ 4) 010 . 1A 36 A poste �, Dfa . A-38 A .Bolts Plate L-1 ' -f " W-B" T-3/9" _ Plate L-i ' -f " W-8" T-3/8" Elevation- 100 ' -0 Elevation- 100' -0" 061 _ �--.-- D 71 to PRO(31 F�•ffi �5862IPE�9 P OREAO FOR CONSTRUCTION AORiA M��tS� w�v- Zoon 7400 SW Landmark Ln 1 Vlwnn• 1 SIT 1999-00052,B UP 1999-00:f 29 IYg �^ -+1Jr.>Sc-i:H-.Prnikv ?1 HIAo22 f ._ fAf■ Mari eq i■ titled o"tr M fel eel rweee�Q o6J C;)NZRLTE. GROU1. ANCHOQ BOLTS• AND ANY OTHER EMBEDDED ITEMS ARE TO BE Building Code: 97UBC Thls Orawing• including the information hereon, QUOTE a JOB / Jn101 D BY GAMETE remains the property of VP Buildings. Anchor g U 1 t CA99021665-000 CA9926574 OE 1 ANCA BOL' DIAMETERS WERE DETECTMINED BY ALt.OMABLE SMEAR AND TENSION PER Live Ld(M/Trib Red) 20.0 pelf --- It is provided for erecting the Building — ----- ----- - -- --_- . -- -- -- A:S� S�ECIFICAT:ONS (�r 36 KSI) ANCHOR BOLT LENGTH AND METHOD OF Coll. Ld (gravity): 5.0 paf described in the mpliceble Purchase order v oAT! OGC BUILDER DATE 'RAhSfE�,RTNG FORCES FROM ANCHOR BOLTS TO FOOTINGS ARE TO SE DETERMINED Coll. Ld (uplift): 0.0 paf I .ne ."all not be modified, raprosuaee Elliott Shee+.s Constr., Inc. 07/29/99 Hind Speed: 130.0 mph er uead for any other purpose without prior CUSTOMER BY p•HEgg Mritten Approval of VP Buildings. ()l enn NByter TIME .i DESIGN ._GADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. I Mind Exp. Cat.: B Ground Snots: 25.0 oaf The general Contractor end/or erector --- - ----- - - -- 09: 19 CCURA•ION MUST BE LEVEL. SOUARE, AND SMOOTH. ANCHOR BOLTS MUST BE is solely responsible for sccurete. good LOCATION Tigard OR ACCURA'c v Roof Snow: 25.0 oaf Quality wnrumsnenlp in erecting this - VP BUILDINGS DRAM/CHECK L PLACED AS SHOWN ON THIS %TAMING OR STEEL WILL NOT FIT, Bulleinp in conformance with this -- CpoemFrp7nCot•. 7 Drewing.'Qeta]la rafereneeo it tnfs Jrewvlp. - – f IPROUECT .--- J LL – .11 ... .. \wl D. .Iw.__- .-- _ n.... _ C7 LEGIBILITI STRIP ,; - 8 9 10 1 1 12 1,1 1 � 4 16 17 18 II9 20 2 1 1 22 23 24 25 26 27 .^_8 29 30 iOm�0 r CM1 2 3 4 5 6 7 S Z I ! I C D OI @ I b HON eO OZ 9 ; } J.1J1tlal.tJ,tL.�11�11.LJ1J_1J��.(JIJi�IJI;I.IJII1I�.IJIJ II�II��I�I�I�IIIIIII�IIII��II!IIIIIIILIIIIIIIIIIIIIIIIIIIIIILLLII�IIIIILIIIIJ.LJ�1�,1.�i.11�1�1IJ�.LJIlL�1�L11�1.Iall�l�J.li_IJ l.liJ_1I_t1�1-LL�.IJJ_�a.► la.l1 ��.. III' I o7 1.�1 Jtl�.1._1..�.1�.1t.lt.LJ.l11.�1.�L11L. '.X t, 1 �JO BRACING MASK FNGTHNGTH UTAM ----- fcc:ucf 2�i -z 5/S6' 0 3/8• ►�IA{2�--- LEUf�f(►-1 SIzE Q � � , ICRODIC 33 -9 13/1 0 3/4' 50 -0 _, 120 -0 „ 32 0 ]3/16'0 5/8' TGA " " �- _— — 100 -0 IORODf2 29'--1 5/16" 0 3/8' - -- ---- ---- — -- --- ICROD2 33 -0 5/16' 0 3/4• 108033 .. -3 5/S6' 0 5/8' 1090]4 20 -d f5/16'0 3/8" ----- -- ------- _ _ _ 13R0:)9 3V 0 7/16` 0 3/8' CX56 FL10CX79 FLf1CX89 CX99 !1R00!1 32'--0 13/16'0 5/8' 2 J 1 0DO!3 29'-0 5/16" 0 1/2' x �\ / m x _ !fa0714 21' 1/8 0 1/2' o1: / Q J \" J ^ LL ,� LL I LL, I .� 11�CL! f1 ' 11 1 4' 0 3/4' ru '!•-L:.:b 27'-3 3/13` 0 I/2' 31 1.•1-:!,� 30'-11 1/2 0 3/4 � 2yNccao 33'-9 3/4' 0 3/e L v o J Po0'3 � I' I I ref o �B} I q all o, x, , L) „ 1 V LL LLII � LV FL9DCC78 LL \ .+ FL4CX19 FL5CX30 TGK m �{. A. U 11755 / x \ Q I j u_ LL � Q FL9CI74 LL J FLSICI97 FL12CII07 'I f ., }-� CG-/ F L-IOC C20 L FL2UCC! .. - - x I _ x r I LL lrg0 I P� i A J a .� " , fV , w N �f71 to x ru ryl x x l I VV LL J LL u li r FLPCI8 u LL \ \\ j I ' J � v '� M:IS'ti►.I(� A A a1 I In i LL �r �1 CK> FL3CIIS FL4CI27 CI38 CI3 CI38 CI3t� FLgCI7E FLfOCIBB FL11CIls Fl f2CI1P:, I buILVl►�I(� N M 1 ! �.1$.V.1� 00 0 FLLR8X11J\v I In I� I r` o x + �i x eNv to LL + , + rI I i t � LL I 91 In O (V + x x N + a x FL3CX17 �� FL4C%26 !` F-LBCX37 CX48 CX48 CX46t CX6F -� Fl10CXB6 -J) FLSiCX96 ~ CX99 N FL20CC7 -- -T_._----- - - — -.--- -- - �. LL 17'-0" 24'-0_ - 26'-0" 23'-0" 24'-0" --0. 24'-0" 24'-0' 25'-0" 24'-0" �— 25'-0" {+ 25'-0" -- - — - w I+-- - - 270'-011 ' Y e; Y ...... / up �86 1 7 3/� hl � �aGk PlA' S � E�•p y� DAIR14*01 � 1- -1,3, •Zoottm 7400 SVI Landmark Ln. =•Od? rA Profltr• ?1 Rlc+,g- 1 PlAnn 10 1,1, 7Q _ SIT 1999.00057,BUr-4199.00321) Irki. n. 23 of 63 1 A325 HIGH STRENGTH 001 TS S}1A11 BF TIGHTFNE(7 IN ICCOROANCF KITH THE foie orarino, including tna information hereon. O�UOTF g JOB �OvCwBEa 13, 1985, ALt_OMAB=_F STRESS DESIGN "SPFCIFICAI ION FOR Building Code: 97UBC resin• the property of vP euiloinga Roof Pr 1 ma r �/ I CA99027665-000 I CA99?8574-0E-1 S74UCTUAAL JOINTS USING ASTM A326 OR A490 BOLTS' SECTION 8. (d) (1) Live Ld(K/Trib Red) 20.0 pef - - --�- -- - - Lt fa provided ,or erecting the euflding - --- Call. Ld (gravity): 5.0 p4f daeeribed in the applicable Purcheee Order BUILDER DATE JN1/;;' NUT TIGHTENING" Coll. Ld (up!ift): 0.0 pef ane ehe11 not be motllt}etl, reprotlucao REV. 0ATE eY oesc Elliott Sheets Constr., If1C. _- -- 07/29/99 ? USF 1/r' D[A A307 BOLTS FOR PURLIN TO rRAME, GIRT TO FRAME, AND GIRT TO or ueea ror any other ped, re without nrfor 74S' CONNECTIONS UNLESS NOTED OTHERWISE. SFE JOB 17ETAILS FOR BOLT LENGTHS. Mind Speed: 60.0 mph ifritten Approval of YP building.. --�— CUSTOMER // Wind Exp. Cat.: B __ _ Glenn Hayter �� / TIME 3 145'A LAT.ON OF ADIEOUATE TEMPORARY BRACING FO" SSE UNTIL CONSTRUCTION TtYa a+arra] Contreetor ane/or Ereetor �/ ' :S ZOMPIF'E. IS THE RESPONSIBILITY OF TI1E ERECTOR. Ground Snow: 25.0 pef LOCATION � 10: 51 i adicIy reapunaibI, ror accurate. peon - Roof Snow: 25.0 oaf Quality Mor4aanN,fo in .raceing cnf. I Tigard OR DRAW/CHECK LAL_ snow Exp. Cat.: 3 euiloing 1n censthip"nen aith thf• -- VP BUILDINGS -� Snow Ex Zone: 3 Oraainp, Dotal ratarancit 1n tnla Oreafnp. PROJECT all applicable YP Bufldfnga Erection Details d7�9 I ANf1MlAK VARf'f�-PRIInFN LEGIBILITY STRIP cm O 1 23 4 5 8 7 f3 9 10 I I 12 113 14 I��mml Cm 16 117 16 19 20 21 22 23 214 25 26 27 26 29 30 . , FI z l III 01 V t; HON 0 I Oc. � I ; 1�u 111.�1>�l�l.��l-.1.1�t1�J�1 1�1 '> .�ll��lal��l �i� l�> �li_Ii.MIL.L.Lai.It ILIl1lall.l � �>��Jlh�.l��.ILIILIIII�_�I11.11aLI�.�1iLI1�1�1al.1.11_l)pili.l�1�1.11�1a1�l�.11.11_IL1.�'d OF r L""•'•""`""!•"' >:fsM+vfaM.MIM. _ - ,_ !YM+NYMif!'�e!1 'neRrtN,a.,�+.=.,nap,, + W.nrw,.,.wr.v,...,,".M.r.aMHx�rt+..rA "n.,.n......•,=xe,,,, " ,_ Nf'�,wlwtwv.rrwlY+larY1 .. .. .. ..,�«, .. Awa,«a�»..w.««ur+M»,�w.+"w..".... :.-• .. ,.....,,f., .. ....: , ,: . ... .... ... ...w.. _.. ..... . ....... - ..._. ._.-.... ._.......... .. ... .... .,.... .... , ,.. a ___., �... . .,1 re.?n . ... . .,.. ...,.. , .. \-,.:•n.MCMbn AF,!�"W a.O.. ....pa he.i. ,.ww qqf,,,wW.ww�•.r'r"nVw.M,+•.v+".,.vwMr1F4M,yr+w.Wr...wr.,,�• tiW' i r- wit. +/2'• I'Aql 60.15 11 1/7' PvRJNS REQ,aRE (3) DOLTS EACH FHOLAV ' uNLIn N01ea ON DOD; I"ROME END BAY INTERIOR BAY _ INTERIOR BAV INTERIOR BAY CENT'IIj OF ---_w6.s - - - vAAIo m r --.-_ vNa4 as 13 1 rtiE BUI�.01NG Noises RIwARr FUAM:NG Slit LHAHI A325 BO_T CONNECTION CHART F7nlanea Floor Elevation = 100'-0" (Unless Otherwise Noted) _ I/=.� �..w� aaz erg �-- /a'. 1 'H'Ain ao-TS o Ve - PART-NO FLG THK x w1) OF THK DEPT+ APPROX Sr1IP No Oty Diameter Length c --� oI o 0�4 STAR'/Fh0 LENGTH 1 4 1/2' 1 1/2" --- --oi - - o �� ------ - ------ --� - r ` \ Ft C 1 tS x 5 : 3♦ B 5/1 5 29 / 3/4' 3/4" \ . w,�77 r F AwcL L FLeNUX2 134 x 5 C :34 :1 0/11 0 10 0 3 4 3/4" f 3/4" cis weR(`�a- .'. FLANG FL2RBX3 1/4 X WHIM 7\ \ / C lj4 :1 )/11 0 20 0 4 4 3/4 ! 3/4" WHI sla�o ,Ra Rcaao FL2RBx1 .134 x 0 164 11 /1: L 21 0 5 4 3/4" 1 3/4" nc IwAcc r s sot a«LwFL2ROX5 3/16 x 5 0 134 11 0. 11 0 22 5 !•wOj S REOVWFL \ '.1 BRA.[Ll P R(O'L NRH \ QP RLL!J MTF \ \ FL2RBx6 131 x 5 0 164 11 0/11 0 2B 5 4 1 2' 1 1 2' Hct nvcrs \ \- rHu1 rtANOFs \ r L 2DCC! 059 x 5 0 ?P 059 B 5/8 26 4 / 4 1/2° 1 1/2° /t', /' aaa FL-2CI8 3/16 x 5 0 134 14 0/14 0 29.5 e 4 1/2° 1 1/2" 0 err„ FLANCA DMCE ' F: ?DCC f 0 105 X 5 0 2« 175 H 5/ ((FD) ) FL2B 4797 900CC9 105 x 5 0 20 105 5/B 5 28 2 9 4 1/2" 1 1/2" A125 DOLTS ARE REO'D,01 NIL REDrrrH FLINOE BRACE (9faf1 5 27 3 FLANGE BRACE REQUIREMENTS: RULE//- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED RULE#2 SINGLE FLANGE BRACES ARE REOUIRED WHEN PART MARK ON CROSS SECnON IS N01 ACCOMP4NiE7 5• RULE/3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARX IS ACCOMPAhii RULE/1- WHENEVER POSSIBLE, PLACE SINGLE BRAZES TOWARD THE CENTER OF THE BUILDING RULEy5 WHENEVER POSSIBLE, PLACE Alt SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEFT TYPICAL FLANGL BRACE CONNEC I IONS LWOIUM IUIN_IF,AP SkO" CIMMOue J/I Am owpa WgLN Mu W SW LM 900 2 15/16" /16 to 0 2 0 4'-1 9/16 LL FL2R8x2 h c L, " _ FL2RBX3U. U. FL2RBX4 h L` ---�-_.� w O _ --- —FL2RSX6 08 1 ® GC10 c I GCIO 7 H GC 10 F92074 V I e0 « .� .I L1 CD • LL V I LL CO Gr,10 LL GC 10 ^_ _ 0 fV I I fV I I ti �� --- -- ------ -- — — 100' -0" --------------- 22'-6" E• - - _ -- —. - ---- — 100'-0II Elevation at Frame Line 2 R J0 d (IN O ;Il 3 7/+f ' Olson 14 1�9� SEE A325 BOLT CUNNECI LUN CHAR1 7400 SW Landmark Ln - l`�� G_ SIT1999-00052,BUP1999-00329 \.ASR W\ ` i tlp ! P1enW 12 �-� rnf■ M■rine fe ;,Bet■ri en:r ■. F■ rna 14 of 63 1 A325 HIGH STRENGTH BOLDS SMALL BE TIGFITENFO IN ACCORDANCE WITH THE --.---This Crowing, incluaing the fnforMtfon hereon, Olx1TE / JUB NO.1JC'jR 13. 1986. ALLOWABLE STRESS DESIGN Building Code: 97USC remain$ the property of vA eulldinge Frame a me E 1 e V a t i on CA990P7665-000 CA9926574-DE-1 SN ACCORDANCE FOR Live Ld (W/Trih Red) 20.0 Def ' S'aUC'JRAL JOINT5 USING ASTM A325 OR A190 BOLTS' SECTION B. (d) (1) +• - - --- - _ —-- 'TJRN OF NUT 'IGHTENING' . Call. Ld (gravity): 5.0 pef it to provided for erecting the Building — ___ Oocrigod In the opplieable Purch"e Omar BUILDER -SE 1/?' CIA A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Coll. Ld (,,pllft): 0.0 pef end /Fw11 not be modified, reproduced REV. OATS BY Om DATE Elliott-Sheets COnetr., InC. Wind Speed: 80.0 mph or used for any other purse" without orior 01/28/99 1 CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. I Mrittan bproval of VP euildinge. CUSTOMER -- Glenn Hayter TIME 3 INSTA,_PIFTE, OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CON8IRUCTION Wind Exp. Cat.: B 14. 59 15 CONP:FTE, IS THE RESPONSIBILITY OF THE ERECTOR Ground Snow: 25.0 pef The eanaral Conereetor end/or Ereetar — _.. _ is voielf, reopontiole for accurate, goon LOCATION Roof Snow: 25.0 pef Duality workminnenip In erecting thio I Snow Exp Cat,: 3 Building in confai mance with this 4 __ _ __ — _ __ -� _ Tigard . oR VP BUILDINGS �«/caEc« 0111 soo, a& is VP eferenced in this OrO.tnp, i PROJECT - Seismic Zone: 3 ail /polfeoDls w eulldinga Erection orc.+tr TR4332 LANDMARK - VARCO- PRUDEN I LEMILIT" STRIP C' ILII 1111 III" rI 1111 nI ILII Ir,I ILII ILII ILII Lill ILII ILII ILII - - - I I t,mOrl m 2 3 4 5 6 7 8 9 10 1 1 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 CM EI I I OI HONI 11410E t , Q X111 11,11 11,1t11J i�.l lilt -t 11.1 1i�a 111 l '.1�1 ��I 1�l1W Lb ll,.l IA1211lI I did iI.ihiaLL j w,uldLja' 111j.It,:.,laitl.� Ij I��i I.a.I 1li.I I I aJ.i_l.>1ih�a 1.I l.iJ�l•I.I-I_la.l>l�J c l Oz is,..F1 low- " J~i .. .. n+ew.M�r Hn,.«.w..rnew.w,.,,...,.,..rrr.�..................«+....•a.-,an.w..•..�.•.«r w m-wn rw w•- ., .. ' •:�/ s..,,. .....:..,rµ„rypcyny{Y' uh1NM'yR: WNMY.Rs..,.ryc�.R.,rw,M'.:r'.^ro,Ff,M+k.,iMF,w�!n•,-+�F�.+^•^t.rw M y�y . air-"�^ NwFna.wawPY,wMa••W+nI'w. ^wew+lw.lF. ......qw,,,.n-wr,wo.•+1.Aw•......o. ... ...r�+«.. .... -._ ,. .. +wo..wa...w- -..+iw.,w,..«,..�1'�.g rfi7, p:. 4 ppr 1 NOTE ,' „ 1/1' PURLINS REQUIRE (3) BOLT$ EAOH ENDIAP VNIL$NOTED ED or.I.. ON:11fti' 0 Fakw i>RArE FOWPURD THE -_ END SAY INTFRIOR SAY INTERIOR SAY INTERIOR BAY NTEROi wArS `MRCS E BL.,LDING - :1--A301 _ ttalaa PRIMARY FRAMING SIZE :HART A325 BQLT CONNECTION CHART FRAME CLEARANCES 1-. I'Alo1 BOLTS e rn PAPI 0 FL THK X YID WEB THK DFPT� APPROX.SHIP No Oty Diameter Length Vortical Clearance Untler Frame at FL3CXf! � 27'-f! !/!8" °I ° SURT/ENU LENGTH 1 14 3/4" 1 3/4" Vertical Clearonce Under Frame at FL3CX37 23'-11 5/16" _ u �(d'\-_11- _ _ o 0 \\\� — 2 16 3/4" 1 3/4" Horizontal Clearance Between FL3CXif 6 FL3CX17 - 92'-4 1/8" - \\\ FL3CX1f 3/15 x 5 U 764 12 0/34 0 27 9 Finished Floor E:evatl0n = 300'-0" (Unless Otherwise Noted \ r — \ , rwr�rsa"cE FL3RBX12 3/16 X b 0 164 34 1/24 1 9.3 3 12 3/4" 1 3/4" uw(�) sevle (ro�(csry FL3RBX13 3/!6 X 04 Rro) FLG eco WALk(1)nc 0RAct! b 0 134 24 O/2C.0 15.0 4 8 3/4" 1 3/4" At REoIA"Lo Ft 3ROX14 3/8 x 5 0 188 20 0/37.0 14.8 5 18 3/4" 2" \ tc. sAAu w!aux @REN \ rc 71ACE ONE sol a: \ 00):.1•aACE!/-K&UMED N %IN;:LF WWI .S Rtq�IREV 3 8 X 5 0 '.B8 3/ 0/24 0 10.3 cur ato'D Nrn.-� aw ua'o rm.FL3RSX16 3/8 x 5 0 188 24 0/42.0 40.0 6 20 3/4" 2" T1,cN rANprsrH:c" nANUEcFL3RBXf6 1/4 X �i U 1@B 42 1/40 3 9 3 7 4 1/2" 1/2L3CX17 5/16 x 0 198 12 0/11 9 23.9 '•.2' amrs ,'S ARE REQ'D WITH RANGE BRACE (>a) I!B 5/06 x A325 BOLTS Arte RED•o WPH iLANGE BRACE (311) 5 0 161 9 0/9.0 27 2 FLANGE BRACE REQUIREMENTS: RULE#I- AtL FLANGE BRACES ON CROSS SECTIONS MUST BE 'N57ALLFU. RULEM2- SINGLE FLANGE BRACES ARE REQUIRED WHIN PART MARK ON CROSS SECTION I$ NOT ACCOMPANIED By (2) RUIE#J- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIEC By (2) RULE#4- WHENEVER POSSIBLE, FLACF SINGLE BRACES IOWAkU THE CENTER OF THE BUILDING. RUIEN5 WHENEVER POSSIBLE, PUCE ALL SINGLE BRACES ON THE SAME SIDF OF THE FRAME WEB. IYP!CAL FLANGE BRACE CUNNLCTIUNS OONT"'OUS RUTAJN W %'NMI OONTRIOUS ONn AND'WWII WN.w AHD;IRT $"IAN 10 -0 0.5005 i 2 01. QJ M 90'-0 15/16" v _ 500: 12 o N LL CV ` LD L) N Co m m _ __—__---- 2 4_-1-9/16'4 Q FORBX12 FL3RBXf3 (V - �� CD OD1 O FL3R8X 14 LLa Ln s -----------_�� _ rn M ni Fu ------ _.__—_— FL3RBX15 LL CL in FL3R8Xi6 /2)FB4050 I Q in FB4024 W � • (2) F E)4100 I I I I , I Q c rh u7 ., U .+ I x t U)QD O -1 LL r*1 m N F83004 r, LL .. XF83050 I J U I 11 � I I tr f fU I fv N I n IF- too,-011 -- -- ----- --+1 \�� f/ W 8 ,' Elevation at Frame Line 3 k0o P F pfE� aI NF off, Lir -3_ 1 ' 6 3/8" �i 3' -2 5/15" �i 3 7/16' N SEF A3P5 BOLT CONNECTION CHANT 40AIR IN to-so- 7400 SW Landrnark Ln. SIT 1999-00052,BUP 1999.0029 25 of 63 1 A325 H:GH S'1QFNGTH BOLTS SHALL BF TIGHTENED IN ACCORDANCE WTTH THE Buildfn Code: 9708E This Drswinp, including the Inlersstion hereon. QUOTE I JGS NOVEMBER f3, 1985• A(LOwABLE STNi 5S DESIGN "SPECIFICATION FOR g I remains the property of VP Ruilainge. Frame E 1 e V a t n n CA99Q27665-Ou0 CA992B574-OE-f STRJCTJnAL JOINTS USING ASTM A3P5 OR A490 BOLTS' SECTION 0. (d) (1) Live Ld(W/Trib Red) 20.0 pef TUnN-OF-NU' TIGHTENING' . COI' Ld (gravity): 5.0 pef I It is provided for ere-ting the Building 2 USF 1/2' UTA A307 BOLTS FOR PUFIL:N r0 FRAME, GIRT TO FRAME. ANO GIRT TO described in the @poll Ole Purch,ee order, BUILDER GATE Co.i. Ld (uplift): 0.0 pet end shall not be podifl•,d, repro1,uC1d REV. DATE By DESC Elliott-Sheets Constr., Inc. --- 07/28/99 Wind Speed: 80.0 mph dr used for any other purpose ,je. ut prior CUSTOMER FLIP CONNECTIONS UNIfSS NOTED CTHERWISf. SEE JOB DETAILS FOR BOLT LENGTHS. or rtused Approver other vv guildurpos nye. / TIME 3 :NSTALLATION OF ADEQUATE TEMPORARV BRACING FOR USE UNTIL CONSTRUCTION Wind Exp. Cat.: 8 Glenn Hayter V\ ,IS COMP�E'E, IS THE RESPONSIBIL I'y OF THE ERECTOR. Ground Snow: 25.0 pef n+e Gwverat Contractor and/or rreetor - -- -- 15: O1 -- - --- - —I■ alafy responsible for accurate. pond LOCATIQN Roof Snow: 25.0 pef oneltty tforkesrlenip in erectinT this Tigard OR ----- SnOW Exp. Cat.: 3 autidin0 in conformance with tVis - __ ___ - DRAM/CHECK SBfamtC Zone 3 arerino, Do lie referancsd In this OraNing. I PROJECT -- VP BUILDINGS all applicable vv flu Inp0 Erattion osult° 4332 LANDMARK VARCO--PRUDEN -,-_ Cm I, II�i!nluuinilliill�I " l�iinllni�iinl!III�!nilllil�InIIIII,� nju!ilnlljiuil uillllil �! LEGIBILITY STRIP � -10mO.lcm I 2 3 4 5 6 7 8 9 10 1 I 12 I� 14 Id ly 18 19 210 211 22 23 24 25 26 27 2.9 $o .l"'d .1 7 . Z I I I 01Q J HONI 6111 OZ Q i.1��.1 lila.). 1.�1,1 �1,11,a1,t1.�.1a L(1.�I�Ja l l ... .. . . .-.. .. - +.n.AMM?•y+.trw!*++rn...wMn,n.-.,.,'.rw. .vx.+.!'..«r-..•..w.w..,.•w.Nwnw.sa+vy++,.>r.wr.+w"+rw-w'"Tn'.w.."TMr7Ms!M.MMwM�'iNlwe.'wNn.s•..rm.,"- "v>'a CD .. .,. A7fM'A' A.r'••• ..."r".,tw"r.r."q„y !r>tiatT - .. - - • .. " .. AAAA AAAA T.••IIMgMagM1aM^n,+✓.NM+.w,wn.q.n.r• nlyiGMiuA-.n.... .:.:,. .-.:.- ,. ,. ........ ..AAAA.... . ie wv4.+ri.r.c.i.fra 3.Sr:ii...ei-1.M.i'1..:��.ru vn.AAAA«.Wfu.u..M.r..M.Y.YnMMFYiJiFw.NN'Ki.w+i. .1 .«r..Kir. u..w....."vn. .r. n..rY-._... ., ., . .,-.a.. .,... t l.. ...,-..G1r.t ..a.. ...16. .r ., I' IT aa. 4 ' 5 ! y �t NOIT ,/i'. r Ia07 ears '1 1/2- P6RUh$ RlQu-RE 0) SOLIS EAC.. ENOIAP UNLEU W=ON DOGS. ' I[FRAME ` END BAYNTER OR BAY �tERIOR_BAY INTERIOR BAY [MN RD THE ER OF 5mmawy rA"ES vAREs BUILDING t/2•. ,'A 07 BOAR iB PRIMARY FRAMING SITE CHART A325 BOLT CONNECTION CHART FRAME CLEARANCES L`- o yr. t ,/.•A7r�sous•see ART-NO FL THK X MD WEB iHK DFPIH APVRDx.SHIP No Oty Diameter Length Vertical Clearance Untlar Fra►Ie at FL4CX19 = 26'-ii 9/16" o o — SIANI/END LENGTHVertical Clearance Under Frame at FL4CX26 24'-7 5116' 1 16 3/4" 2 1/4" Horizontal Clearance Betwecr] FL4CX19 C FL4CX25 - 131'-7 5/16" _ __ �_______ oL __ _ __ _ o 0 L4 x19 1/4 X 6 0 IBB 42 1/12 0 29.0 1 3/4" 2 114" Finished Floor Elevation = !00'-0" (Unless Otherwise Noted) -- - - 'L 4NBx20 b/16 x F1 n 134 26 1128 0 10.9 3 16 3/4" 2" �I// 3/8" PLATE W/ (2) 3/400 % A325 BOL7S rHVl lz)�«eNAccs i` `�"� ) �``, - i}e"Y`De(SFe- / �j'7!C AAt RLOUNED "NEN(i)FIG forX6 3 B x 6 0 164 28 0/28 0 20 0 4 12 3/4" 2 1/4" y�� 5.� AND (2) 3/8" PT T%—" ASEMS(G� ) � . rIc rucE Mx s,O[ ..cN At REGUREO FL4HBx21 3/6 x G G 1G4 28 0/31 0 14.9 3r{SiL FLr N / FIe rR.et ort s:oE me FLINBx22 3/B x 5 14 3/4 2" ar«to'o«tom_ ` ♦ svctt rEE.cE .s gtw�Rc� 5 n 184 31 o/z1 o zo 0 6 20 3/4" 2' STIFF'1: P-log' R+.•�o I INGER THIGHTEN AND Pr"NG THREADS. fLIRBX23 1/2 x 6 C IBB 21 1/42.0 9.B ' /r -1: :7 0 VER_ . SLOT IN LATE • �•:"tuNats 1/2 X 6 C JOB 42 0/28 p 12 3 7 ?0 3/4" 2" �I.PdE•d E,�.JgioS7 1 3 1 6 n � " Fn T p n«ce F1ANCEs ` � FL4HBX21 114 X 5 0 164 26 0/31.0 35 U 8 4 3/4" 1 3/4" N ' ( f Al75 BONS ARE RFA'D WITH FLANGE eaAu EsF61 1.—_ AND COLL"JIyQJ. +� /� . yr A307 BOItj ARE REWD WITH FUANOE SW rb F 4HBx25 1/4 x s o fe4 34 1/32.3 f2 9 2 3/4" i 3/4° �ETgIL AS F_4Cx2s 1/4 x 5 0 188 12 0/41 9 24 6 �� tyI itavr INJ E.MJO Or Ste', FLANGE BRACE REOUIREMEN;S FL4CI27 5/16 x t jre ^� 3 5 164 10.0/ 5 26.8 - RULE#I- All FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALAEO Ft 40CCi 103 x 5 0 06 175 8 5/8 5 27 3 RULEM2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY (7) 14DCC[a 073 X 5 U 2@ 073 B 5/fl 5 2B 1 — F Pa3T DL��I I RULE03- FLANGE BRACES ARE REU,.IRLD BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPAN ED BY (2) li, RULEre- WHENEVER POSSIBLE, PUCE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. nlL-46a E. RULEM5- WHENEVER POSSIBLE, PLACE ALL. SINGLE BRACES ON THE SAME SIDE CF THE FRAME WEB. 'YPICAL FLANGE BRACE CQNNECIIJNS II L CONTINUCA PAWN W SHOWN.0001nN0Ue Ow AND srr P,,PI,N ANO D;et flwlAN EUDPoS'r A CSI Te�Eo F.�.)DPo�T -7 -� G CU_�3 PN I 2 tI __ ---+I ----� _ .� 0.509: 112 (-3] 5'-0 �_�� 6 �� __.._ -----...___-___._._.___-_—��_. •------ _,-16 8 5'-0" 117 e o c o -_- vo am m m t1 '� o __ __--_�---__._ __ 2@ 4'- U. U. m L m LL to o tet+--- -—_ 1 In d] LL 9 N p m N N Q ROj fu Q 0 2 FL4RBX21 3 FL4ROX22 m m m o c 4 U_ v o m FL4RBX20 _.__.� __._ — FL4RBX23 mILL ti FL 488X24 U. ED FLAIRBX25 I _ -- I � F84110 � I -T--------T-_..--__ v FB4080 (2) t 84094 I I FB4050 I .. C x m o c lL m I UL nJ F83034 U. Fi a N m N LL v FB3044 J LL fV LOr 1 J. 20'-0" _0-1-0 __ 19'-7 3/4" WIN 40'-4 1/4" 60'-0" min 140'-0" --------- ----------- r L 3 7/16" 1 '-6 3/8• Elevation at Frame Line 4 R ' 3 3' -2 5/16" ,Eb P R 0 2'-5 7/18" \� G,IN �n s 3 3/B" °r 58621 E F9 r 1 SEE A A7ti 1901_ ON It T CONNECTION CHANT 7400 SW Landmark Ln. P1ans- _la SIT 1999-00052.BLIP 1999-ODz29 ��ADAIR T*1■ Mwfna.—L. ��lrl Hatt �. fn lNa. EbR tin!■ e,_rnf�N 26 of 83 1 A325 H:GH STnVNGfH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THF. A hr• VP w ttding, This Drerine, Including the infornetlon hereon, QUOTE 1 JOa / NOVEMBER 13, 1985. SING ABLE STRESS DESIGN "SPECIFICATION FOR Building Code: 97UBC reseine the property of VP nuildinge. Frame E 1 e v t Z L)ri CA990e7665-000 CA9926574-0E-1 S'Jq%-DEAL .IOINTS LINING ASTM A325 OR A490 POL1S` SECTION 8 (d) (1) Live Ld(W/Trib Red) 20.0 pef Coll. 1_d (gravity): 5.0 pef de fe provided far erecting the s Ord DATE '.1Rti-Of-NUT TIGHTENING". - - - --- - ---__----- -- ------ ---- - 7 JSF f/2' DIA A307 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO described In the eppiiceple reproduced Purchase order I:USTUMER UILDER Coll. Ld (uplift); 0.0 pef end snail not be eodlrfed, reproduced REv. DATE eY Deet. Elliott-Sheets Constr., Inc. 01/28/99 or used for any otMr purpose efthbut prior — -- ---- - --- ��--- Wind Speed: 90.0 mph erite.n Apprere) or VP eufldlnpe. V�l� ------------- -- ' �- ONS UNLESS NOTED OTHERWISE. SEE ,LOB DETAILS FOR BOLT LENGTHS. Glenn Hayter TIME 3 iNSTAL.ATION OF ADEQUATE TEMPORARY BRACING FOR USE lXV1Il. CONSTRUCTION Mind Exp. Cat.: B 15 COMnLETE, IS Ttlr RESPONSIBILITY OF T14E ERECTOR. The general contractor end/or Erector { Ground Snow: 23.0 pef - — - --- --- - - ---- - ._.._ 14 59 Is solely reapom�fble for eceurete, got,,! LOCATION { Roof Snow: 25.0 psf ouslity Morknenstip in erecting thin Tigard OR - -- -- - - - Snow Exp. Cat.: 3 eufldln0 in eonfoornn EElth this -- — —__—.___._ _ .-_— DRAW/CHECK _ tlr.ring,.o.c..ln e.f.reneee 1^ tnie arerl�g. PROJEDT' VP BUILDINGS _ ,9ismic Zone: 3 ul egiloeble vP Bufldings EMeotlon no tie I 4332 LANDMARK VARCO-PRUDEN +r LEGIBILITY STRIP CfTI O 2 3 4 5 6 7 E' 9 10 11 I2 II3 14 16 17 18 19 20 21 212 23 24 25 28 27 28 29 30 IQrcn=I cm I 1 Ip ZI I I OI HONI s iOz OF Lt1��t1�1 J�l��il�l�l_�1�. .(�I��i.lililt.1.tl.i.lt�.ilil_i.1�1.111I(.Ii1�I1� Am .U, . . . ... ".. ^/1r.NaR•NMlv4kliriPMTFAFWry +:�`^. q+rr"+..�.p�.ww.....qr+.-+^tKnnm.;-+1r. �.•�.r.. �N! 'AMYIM.e..e.rl.wrww/nr.anwr.,q.,,,p.Mrw.".Aw•wra.AN/nk�l1.�...r..w*. rq.M•y�.r,vr•.r.,wR,,,.HM `!Nt'/.}erMFt111. . ..taws. dIM!Y1�MMRN,M4W'.1rM11.i'IY�MItIM•WM'�4w701PhE��Mr'.• .. w ...-x........:«,..� w•++. u s '* - _ w+lrr�F1! t t+l�r.!4Nr,M�t'�Mgr,-*..rwRN.,.,. p•.w•n».0+�+w+nw � r,r . �At"�A�DW��w`"•...nwww......r.H-•'-r rr+.M�v+"w.w..r..r,.y.,�¢y.MM,�r.1J.wwnV..:._•.k.�.WrM+.•wo•,'�Aq•Mrr...nM•-i.". ... .� .. .a.wi"r.nwi....:MRw.'!wi M-J,M-�Yli+wvllr4uw+`fTw. :.Y,n N.......wenn+e�«.r - •+WM.rr a•w..+a...wrw+.,•.r;+Y.•.Here Y.+".++".+••M+nM.?Vr+1 1, .ul I 7 rye. NOTE: it •/Y I•AJ07 aoEn 1/i' PURI,NS REOUAF l3) DOLTS EACH END.AP , ' 00161 NOTED ON DOUS ,FNAAR I'FAME TOWARD THE END BAY INTERIOR BAY IN�ERKRf BAY INTFRiUR BAYy OW R OF uEa6 VARID \ L v rs 'AAa THE BUILDING IrllsEe 1 1/t', I'AX?�:1S cR PRIMARY FNAMING SIZE CHAR/ A325 BOLT CONNECTION CHART FRAME Cl-EARANt ES 1 /7 H U71 et. s •ire I SART-NO F_G THK X W3 WCB THK DEPTH APPROX.SHIP No Oty Diameter Length Vertical Cleafance Under Frame at FL5CX30 26'-3 1/4" of b cI START/FN,7 IFNGTH Vertical Clearance Under Frame at FL5CX37 - 24'-6 7/B" _ o Yds- 1 16 3/4" 2 i/4" Horizontal Clearance Between FL5CX30 li FL5CX37 z 132'-!f 3/16" ``\\ ,`\\ --� �.SCx3U 1/4 x b 0 1tlB 34 :/1c 0 29.0 2 20 3/4 ? Fin;Shed Floor Elevation - 100'-0" (Unless Otherwise Noted) ` / SRBX3! 1/4 X 1 �%N, f e-"�[u�U,-7 6 0 1ti4 34 /34 0 b 6 3 16 3/4" 2 1/4" wtN(a) FWW WHEN(»Fu eNACEti � A/tl X b C 164 34 1/74 0 5 0 4 fj 3/4" 2 1/�„ AR[NEOUREo AFF N[uuR[a W MULE I-*SIDE WHIN % \ / fu biAU OW SIDE s"L L X 32 112 X 7 0 f 86 34 0/37 0 35.0 5 1? 3/4" 2° ,Nc�c_Mwc.[_s.[o1„Nm- s`�\ / �w;:a eN.cE�s NED„�wm Fl SRfiX33 1/A X 6 0 lea 37 0/16 1 19 9 a•a[oro wTrH ap REDO■m ` 6 16 3/4 ' 2' n1cN FIANDE7 THICK FLMGLS \` RBr34 1/2 x 6 o fee fs z/4z o 9 7 7 i6 3/4" 2 i/4" V 1/2 X 6 0 164 42 0/24 1 13 3 v� I Ts �� FLbRUX35 1/4 X lrs NEE It 'D wn.I ruAc[ BRN[ Fe6 0 164 24 0/32 6 11 0 H 4 3/4 1 3/4" A3ITS ARE RE4•D Wff"INITH rLAwoE BRACE Jsr�) FL5ReX315 1/4 X 5 0 !64 34 f/32 fi ff 3 F, 5CX37 1/4 fi 0 164 12 C/33 9 24 6 C138 b/fb 9 9 b 1b4 1U 0/10 C 26 a FLANGE BRACE REQUIREMENTS RULE#I- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE 2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANID BY ;2', RULEN3- FLANGE BRACES ARE REQUIRED BOTH SIDES Of THE FRAME WEB WHEN PMT MARK IS ACCOMPAN10 BY ij RULEM4- WHENtYER POSSIBLF, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULEN5- WHENEVER POSSIBLE PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB, TYPICAL FLANGE BRACE CONNECTIONS CONTINUOvS PUNLIN.AP IN"Ic cohnows Dal ANO 111,1011E IVN,1A AND Q'iT SIWI.W �3) K (N` ` ) 50'-0 t/2" _ _– -� ►-►—� T .500: 12 90'-0 15/16" - �] —`J`-� 7 Q 5'-0" 0.500: 12 o0 --__ _- -- --- - - o m N N o o v v c v --------- — ----_.__—-- 2 A 4'-1 I CID m m m m DO o s/16" L57 _ U. LL _U. -—•+� ILL Il N IV In In p ti 3 U_ m n FL5HBX32 FL5ABX33 ,� m m FL5RBX31 2 — ----' —:" q OLL_ _ - - — -- 4 —�- .\J/ — LL E1X34 FL948 LL U_ a n 5 _— -- -- _ FL5RSX36 O Q {P) FR4034 --- O (2)FO4044 a v o 1 I m � x o m• In c I LL I CO FB3010 cn NI F93014 J I ILL I T N I I I I EL I o 99 -s' 601-011 so'-o° 140'-0" - SA, 15 3 7/16" .a 1 6 3/e' Elevation at Frame Line 5 LT 3' P 5/16 t0 PROf�f� Li �f��S � 1 MF GF s 7116' 58621 PE � OAEoON SFE A325 BOLT CONNECTION CHART 7400 SW Landmark Ln. - D �g 31T1999.00052,BUP1999 00329 ADA1R T� 11I�O ZOW� 27 Of 63 On ,n4a ^a Prnikv ?i R1A� 1 (Ilene Fri Thi■ On■wlwe in ■■.iaa or 1 A325 �a:GF+ STRENGTH BOLTS SHALL BE i IGHTENED IN ACCORDANCE WITH THE This Orawing, including the Information hereon, QUOTE • JON / NUVFMBuilding Code: 97UBC remslM the property of VP aulldinge. T HFn 13, f9B6. ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR'IIJCiJnAI .i01NT5 USING ASTM A325 OR A490 BOLTS' SECTTnu B. Idl (f) Live Ld (W/Trib Red) 211,0 pef Frame F-1 e V a t 1 n n CA99027665-000 CA9926574-0E-1 CO11. Ld (gravity): 5.0 pef It is pro�idea for erecting the Building _ -- -- - drscribed in the applicable Purchase order BUILDER DATF •SE 1/2"-NUT IA307 BOLT". Coll. Ld (uplift): O.0 pef and shall not to nodifisd, reproduced FFV. DATE BY onc. Elliott-Sheets Constr., Inc. - - 07/28/99 FOR URLIN or, used for any other purpose without prior 2 USE i/2' DIA A30/ BOLTS OTE POTHER 'f0 FRAME, GIRT TO FRAME, AND GIRT TO Wind Speed: BO.f mph written bproval o/ VP Eklildinps. CUBElli ` TIFE CLIn CONNECrION9 UNLESS NOTED OTHERWISE. SEE ,TOB DETAILS FOR BOLT LENGTHS. Wind Exp. Gat.: B Glenn Hayter le \ / 3 INSIAt tL :TON OF ADEQUATE TEMPORARY BRACING FOO USE UNTIL CONSTRUCTION the General contractor ane/er erector �/ f5: 02 IS COMPI' IS THE ^teSPONSIBILITY OF THE F-RECTOR Ground Snow: 25.E pef — ----- - \ is aolaly raeponaibla for accurate. goon LOCATION Roof Snow: 25.0 pef Quality work"nehip in erecting thle Tigard OR - - Snow Exp. Cat.: 3 Bull Ing in eonfornenes with this DRAW/CHECK orawing, Dote tIa refer encad in this Drawing. PROJECT VP BUILDINGS ..» Seismic ZonP.: 3 all spplicable VP Buildings Erection Dateile il■,w1wwlN - -_....._._._._._ ..._ ,�_. 4332 LANDMARK I VARCO---PRUDEN I LEGIBILITY STRIP C7 Illlii'Illllllillllllli"' I�IIIIi III�IIIIIiIITiIIIII IIIIIIIiIlil:i l lni,l ,�iil llu l �I IIu : I IIIIIIIIIIIIIII qli I IOmp■I Cm 1 2 3 4 5 6 7 8 10 I I 12 13 14 le I"I IA 19 20 21 22 213 24 215 26 27 26 29 30 ` i Z I I I OI T HON, a 10Z 'i 1Ii 11111.1 1.1. 11�I��.�.I l Ll,1)1 1 i_I.LI1,ll.l�_I_I.I�.la.l I 11(,t](I.1I.I lel.11,1.1.11J.1.1�.�1.1.X11"L�Irl�.l�.�I.u1��.►,1.1.1>1.11J,1,1111.L1�.11,�.I.l�l1,l.�1. ,111.1-1.� °.z . ., ,tKMM111tvsMNIMhIMAMnIr;'WM1'Rif!Rl� !"�M+M'E*+M'PAnMARR+' .. tlWP.+Inehw�q+a9iM.'�a,�*wrwr.anrv.w 'w�N�fhllF.4xNpIlYMf1�wNNr4n.1s*R*+P•"fMn+vnnr••..i,www...,w.;..v.«„—r.+rs•'M"". ,"R.`:wrM...:w.r.+:•nn..w.w.egya�,,rN.+.w.ef•.rv-M4+MNtIw,EMI.Rwww..1"«ww.«r..•-,.,,.«..... ..,...r....w..A.winNww.w,...,.w.... .._ .. 1 y r _. ... ....., -Ir.. "/"".y . • .- +r..'--.. . ... _., ,+. ", _ _ ,,,..,. _ . r.r. ., .. 11011 .."IH+'MIlk!w,Nin,n�Nµow�N +�AAtwMMuwwwM4M.{.'+hw*}1Fr+rYb*MyFH*M�M!",+A+i!'i44nMf"nY'ihRAM"MIP 7�WIM"HBk'.^�E^SMP!�M'w�.MnVriM1'PR7Mt�Mh!AIM'IF _ - -twVMi+M�!y�M'iAw71lNFMMV,E�w��;M4,w�^JYH�'�Fw�'g1wMwAAh •wFNMMw+..4N '�YtlNNFidR4�M! , NOTE: +/2' +'&V?"IS I1 +/2' PUNUNS RLOUWE (J) BOLTS EACH ENOLAP UNLISS NOTED OA Or'.S /nV_ 'FuMt 10a4tR0 THE END BAY INTIRIOR BAY INTERIOR BAY INTERIOR BAY ,CENTER Or WA{j WUtLS NOON WARD w�"!LS TME BLULOAG fEO0F10Amr �_—_ /2'. ,•ASO?BOLTS•FB rIRIMARY FRAMING ELLE CHART A325 BOLT CONNECTION CHART FRAME CLEARANCES ,/2'. , /. N=°e0.s• ars ART-NC F' G THK X NO WEB THK OEPIF, APPHOX SHIP No Oty Diameter, Length Vertical Clearance Under Frame at CX39 - 26'-3 1/4' p �, 0 p, o Com,-- �- 21 o_`O, o STARE/ENO LENGTH Vertical Clearance Under Frame at CX46 24'-6 7/8" 1 16 3 4" 2 1 4" Horizontal Clearance Between CX39 6 CX46 •• 132'-if 3/16" ��===T - -- --- - - - __-- Lx3y 1/4 X 6 0 1EiH 34 1/12 0 29 0 2 20 3/4 Finished Floor Elevation = 100'-0' (Unless Otherwise Noted) �``\ tF""fEou"'#A I %�``\ ( � � ) 7BX40 1/4 X 6 C 164 34 1/34 0 6 6 3 16 3/4� 2 1/4" rNo+U% eTf.ees NNCN(2)Tom. aAAccsf4k�E Sax. 3/6 X b 0 18P 34 1/34 0 5.0 4 e 3/4 3" .At (2)ILO ASE (2) UG R9X41 1/2 X % . FTG ■+ACE THIS SDE W"EN % . FTG WWI ONE dol e,L 7 0 1SB 34 0/3H 0 35.0 5 12 3/4" 2" � � swcLt wx s scouem ♦ . se+c+I aNc:c�s Tuy:em HHX4? 3/8 x a+ sto'D rTH /- 6 0 lea 16 0/16.1 19 9 6 20 3/4" 2' TH�e F� N MIP u0.0 WITH ` NHX13 1/2 X 6 0 1BB 1fi 2/4? 0 9 7 ` �" nANots ` 1/2 X 6 0 188 42 0/24 1 13 3 7 16 3/4" 2 1/4° . + 6X44 1/4 x 5 6 it 0 164 34 1/3? 6 t 0 164 24 0/34 3 0 B A 3/4" 1 3/4" ,/Y I 12'WLrS b H x15 1/4 X A307 BOLTS AME MEO'U WTH FLANGE @RACE SF f.X46 1/4 X fi 0 164 12 0/33 9 24 6 A325 901>r ART REO D :: + FLANGE OWE (5%) (-136 5/16 x 9 T; FLANGE BRACC REJU'REMENTS 164 10 0/10 0 26.6 _ _ RULE#!- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED RULE#2- SINGLE FLANGE BRACES ARE REQUIRED WHEN FART MARK ON CROSS SECTION IS NOT ACCOMPANIED By (2) RULE/3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIED BY l2) RULEp4 WHENEVER POSSIBLE. PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. RULEJ'5- WHENEVER POSSIBLE, PLACE ALL SINGLE. BRACES ON THE SAME SIDE OF THE FRAME WEB. TYPICAL F;.ANGL ©RACE CONNFCTIONS CONTMUOUS PultoN !AF SHOYM CONhNOUS GAT AND aMNI PUeUN AND GRTT J.miLAR U 3 �K N 50`0 1/2" 0,.500: 12 5-0" !6 0 5'_� v o m o � m � m � ---._------._ _____. --------------__--.-----_______-_--- -- ----____ -_ ---_ ,,,, , 2 _0. 4'-1 9/16 � [a cv_ Lei a U RBX41 _ 3 RBX42 ti UL m ij RBX40 2 - 4 RBX43 Li DO tnLL U. LL LL RBX44 o e •I - -__L- --- - -_ - FIBX45 im - - 01 0 1 oI 2)F 84034 (2) F84044 I I I I I m FB3050 1 in ql I O r°'v mr U Irl o FB3010OD m v ru �FB3014 I I I I I I fV I I e oe 1 F• --- - -- so.-O" 11 Fe► --- —-—_� ----- --- 140 -0' ° 1- --. — —------ -— - — ___ — — ---------_---— ---- - _ awi ,a 3 16' 4. 1 6 3/8" Elevation at Frame Line 6 E'QIPROFF�,fi co` Gv7 • � ? :�f/16" IN` 58621 PE�'9 ger ? 6 7/16" �� 3 3/A" OAEOON 1,W °�►(o-!J-loo. 5E ' A325 qDi 1 CONNECT _�ION CHART 7400 SW Landmark Ln. �Ip On SIT1999.00052,BUP1999.00329 . „GAS [A ,7t,nllcy �1 H1r10 1 P1 sea 16 2B of 13 Th1•It------ -- --- ti••Iw e� n h. ar+ti_wnl._ h_ wnl tietl by10 �Hltl1n E OWTE 1 JON / f A3?5 HIGH SIPENGTH HOTS SHALL BE TIGHTENED IN ACCOROANCF MIT, THE Thfe Drawing, 1nc1N!1np the Information Hereon, But lding Code: 97U8C reerfne the property of VP Buildings Frame E 1 e V t 1 n CA99027665-000 CA9926574-OE f r: NOvt ME'>EA f3, f9e5. AL L OMAHLE S?RESS DESIGN `SPECIFICATION FUR Live Ld(WCoda: Red) 20.0 psf '� STRu( TUBAL JOINTS USING ASTM A325 OR A190 BOLTS" SECTION B. (d) (1) Live d( (grevit ): 5.0 psf 1t f@ provided for erecting the 9utlailg Cally descrlllyd In the applicable Purchase Order BU:LOER DATE 'URN 2' NUT TIGHTENING' Coll- LEI (Uplift): 0.0 psf and shell not oB modified. reproduced {Ev. DATE By OEM. Elliott-5heet9 Constr, Inc. - - 07/28/99 Or ueed far any nther purpose without prior -- -_� J_ Tk 2 JSE _/2' l)fA A307 BOLTS Epp PURL IN TO FRAME. GIRT TO FRAM[, AND GIRT TO Wind Speed: 80.0 mph written Approval or VP euildlnps. CU:ST1Ii TINE CL T? CONNECTIC>!IS UNLESS NOTEp pTHf pM19E. 9EE JOA Of TAILS FOR BOLT LENGTHS. Mind Exp. Cet.: B Glenn Hayter \ 3 IS CO I ATION OF THEOUAIE TEMPORAIv BRACING FOR USE UNTIL CONSTRUCTION Ground Snow: 25.0 pef The eerseral Contractor end/or Erector - V 15. 02 IS CrrIPIETE, 15 THE RESpONSIBIt !Tv OF THE ERECTOR. to Iola Iy responsible for accurate, goad 013TION / Roof Snow: 25.0 psf Quality MdrkNmneh!P 1n erecting this Tigard • OR — `-- `- Snow Exp. Cat.: ? Sufldlno in contormence with this — -- 9 vVP BUILDINGS ORAw/CHECK ONw1ng, OrtsSle rrfarenCed In this Orewlnp, pF•OJFCT Seismic Lone: 3 .n apollc► VP Buildings Erectfor Detalle l 4332LANDMARK .+arRfM,.. I .,.n a + ,.w'."•.... Ty.nN.nw" n.n..Fn•.,. .. — VARCO—PRUDEN LEGIBILITY STR'P Cm 10rnm cT I �' 3 4 5 6 7 8 Q 10 I I 112 113 114 116 1I7 116 19 20 21 22 23 214 25 26 27 28 29 30 1 L7 OI Hp..NI au C D 110- 0Z 0-0A pop' I t ..;r Am X, 1 .,. IY.A�. „ •r`N.'t Awrn n.eye+w!w+'M1'!M.Ml4+MMNn+14r"R�#'.w.1nM -- .,..r. _ r, �� - KYYM,yM' 1MhM'�:H',w..k'4Nr1MiMn,'!"�egll ,. . :. -rNr"o..,., .....u..,•wMhun•.i+..r,nr..,TMnnr' � .... 7a1. N7 � r�. M ' , 1 }•Md . W ..r ....... 'Y t, yrj I J 3 ROTE 112' Awl SOLTS •' 1/2' GURUWS REQUIRE (i) BOLTS LACH FWv.M I �SS Norm DN OLf3 , END BAY INTERIOR BAY INTERIOR SAY INTERIOR SAY fCIyiARC '�F ' CENTE4 GT �vwla seaNw+r, i'— weil THE 9L,D.nt WLMKN 1/t'• 1'4101 W?s•ne PRIMARY FRAMING SIZE Ci'ART A325 BOLT CONNECTIGN .:HAFT FRAME CLEARANCES • 1 I/�,Ala��e us Q tlu ._ ` PAP'-NO FLG THK % ND NEB 1HK 3EP'H APPIiCX SHIP No Oty D1ealtlter Length Vertical Clearance lY,der Frame at CX39 1/1,26'-3 1/4" d �—__1. o, STA../ENC IENGTN1 16 1/4" Vertical Clearance UTjer Frame at Lx46 - 24'-b 7/8' _ Horizontal Clearance Between CX:,9 CX46 - 132'-11 3/16' -�.— __x39 1/4 x 6 C 188 34 1/12 0 290 2 20 3/4" 2 rinishoo Floor Elevation 100'-0' (Unless Otherwise Noted) % \ \\ / X4 1/4 x fi 0 !64 34 :; 1 34 0 6 6 3 16 3. 4" 2 4wACL' wa W nc gucLs wcN 12)A.G. alwx. 3/d x 6 0 188 34 1/34 0 5 0 4 B 3/4" 3" \ FLD SIWC nus LDL W4N ASE REQVRLD \ r c SWILL C«F $zc .+•1 " x41 1/z x 7 c ice 34 0/38 0 35 0 5 12 3!4 ' 2 ' \ S•nG1I owt K I�ow•m \ 5ft;J SAKE S 490,4111- 3/8 CL'•e/G( •rM \ `� _ Cuv no D wmn \ \ X42 .1/8 x 6 188 38 0/!6 f 19 9 THct rvcrs �� Tw_K ruwots \\` Rdx43 1/2 x 6 C 188 16 2/4? 0 9 7 6 20 3/4" 2" '12'. , 1i�'na 1/7 X 6 C 188 42 0/21 1 13 3 7 16 3/4" 1/4' Awl Orta TS,IaL RL0'0 artH RANGL NRKL S.e)) A125 BOLTS ARE REO'D WTH FLANGE MACE 5FB) FISX4A 1/4 x 6 0 164 24 0/34 0 35 0 8 4 3/4 1 3/4' Q8x4h 1/4 X 5 C 164 34 1/32 6 11 3 Cx46 1/4 x 5 0 154 12 0/33 9 24 6 FLANGE BRACE REQUIREMENTS. Clio 5/16 x 9 c 164 10 0/1U 0 26 d tuLE#I- ALI. FLANGE BRACES ON CROSS SECIIONS MUST BE -NSTALLED. RULE 2- SINGLE FLANGE BRACES ARC REQUIRED WHEN PART MARK ON CROSS SECTION S NOT ACCOMP..N,E:: Bb RULE 3- FLANGE BRACES ARE REGLIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ALCOMPAN F: B" .'2; RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER )F THE 60LOING. RULE/5- WHENEVER POSSIBLE, PLACE ALL SINGLE BRAC_S ON THE SAME SIDE OF THE FRAME WEB. TYPICAL LANGE BRACE CONNECTIONS C'ONIWuOUS .UALW LAP SNOW% CONTWgA D•LT AND•MPIL .uhf AIL 60$4010 50`0 1/2" �- _- 0.50Q: 12F -.1� ©_+1� 5 "G - - _....____ _ _ _ . 9- 0 -0 15/16" --- -- -- y-__-_ 7 Q-5 _0 r__---_ --- --- _ _-_ __ _ _--- -___ _ _- .500: !2 - am c o - _____- ___— _ v o o m o ------ ----- -__ Q 4'-i 9/16° UD m m T� m Sp� _- -- ------ fV LL N N Coun Q IaBX41 _ - _ -�� RBX42 4 m M e o �? * ROX40 2 _ -- RBX43 LL LL DO LL � RBX44 -- —�.— 6 RBX45 _ --- ir n 6' 011 • _ _ ^� 2) FB4034 (2)F 34044 a F93050 ad I o I O1 x O N m+ LD i I � •I F83010 v _4F83014 i U I I r� I I I • I TV i I N ~ I f\ IgM - ----- !�--- 140 -0" - ----- 'd ap � 3 7/16' @i 1 ' 3/e" Elevation at Frame Line 7 3' G 7/1(5 a��\ �(31,j IES ° OREi�N { /y 7400 SW Landmark Ln. � SEE A325 90L1 CONNECTION CHART S1T1999.00052,13UIp+399-00329 _v��`r'+b �e� G to-� nn 2901 63 4Q�11I w, This Drawing. including the information hereon. QUOTE 1 JOB S NOVEMBER HIGH �Igt19F5. ALL'S SHAI I BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 97UBC ramims the property of VP Buildings. Frame E 1 e v a t 1 o n CA99027665 000 CA9926574-OE-t Live Ld (W/Trill Red) 20.0 psf _ _ _ _ j I STRUCTURAL 13, 1983. SINGALLOASTM STRESS DESIGN "SPECIFICATION FOR It is provided +or erecting the Building -- -� ----`-- T -- - GATE I( STRUCTUgAL ,10INiS USING ASTM A3?5 OR A490 BOLTS' SECTION S. (d) U) TURN-Of-NU' IIGH?ENING Coll. Ld (gravity): 5.0 p9f described in the applicable Purchase Order BUILDER ;):A A307 BOLLS FOR pt1RLIN TO FRAME, GIRT TO FgAME, AND GIRT 10 COIL. Ld (uplift): 0.0 p9f and ensu not ba modified, reproduced REV. DATE By am. Elliott-Sheets Constr., I_nc_ . 07/28/99 Mind Speed: 80.0 mph or used fpr any other purport without prior — �� T _ Srltton Approval of VP guildlnps. CUSTOMER CLIP L'UNNEL"IONS UNLESS NOTED OTHFRNISE SEE .109 DETAILS FOR BOLT LENGTHS Mind Exp. Cat.; 8 � Glenn Hayter Tho general Contractor and/or Erector 15: 02 i 3 INSTALLATION OF ADEQUATE TEMPOgApY BRACING FOR USE UNTIL CONSTRUCTION Ground Snow: 25.0 psf I — , / IS COMP_F'F. IS 1HF gFSPONSIr3ILIT- JF THE ERECTOR, is solely responsiple for accurate. goon. LOCA ION _ Roof Snow: 26.0 psf Quality tbrkuanehip In erecting this '1 artl OR 4 Snow Exp. Cat.: 3 Buildings to conrorasnca Mith tate ----- ---- — 9--------------- �- �-- - - � �✓1/P BUILDINGS I BAR/CHECK F I Drawing, DotatI rotorencad In this Orwing, I PROJECT Seismic Zone. 3 all soollcable yr Buildings erection De•etls 4332 �ANOMARK VARCO—PRUDE: _ --- A and ell Induetry Standeras oorteinln0 to -- -- _—_ PAGE r LEGIBILITY STRIP C� 1 / O 2 3 4 5 6 7 A 9 10 1 1 12 13 14 1'6 1'7 18 1�9 20 21 22 23 24 25 26 27 26 29 30 t mn,. .r - 1 2;1 11 Cil "� b HONI aIOZ J. --l�.l�,' .1�.1.I.L�.�.1 11�.�.1,111.�1JJ,1��1:�1a.1�J.I.I,a.l�.l.�l. ►.11J.tri.l� �J.�I��I.I.ILLI.I.�I I LI.1�J.�1�Ld.�l(.l�l,ll(I�.I.�J.�.f��.��°zCD �t f 10 r. 1.1110 .M"h! Mlf,¢.q!Iyfl!iM.^"w'w•"""w'f.*^w�IRMlfllpnYMnlNwb.M MnM•MIM,Wx+r..narnNwNMb.1,/M n,�RNMNesAN,n!, MMq0"r�W�l'CMN4wy1RMv.M++..o.raw.r,w,rCw.,,ATr+MAwanMr-.+.+e h�.��n�L4'H�}•Ikv'rr14�1gfOa.+M.WhMaM-!'-0�+^�w�fnANM�iMMI!MMMIM..1�./�1>IVIT. i'Ihr l•�RRRrrtT��M �e!•"'-'b^MawMrv•1, � - .. +4 nn i!n.+•• +,'.r• .. wN ,�,q,y •wF 1Nb.'INTM MINS...4,d:Yn,1FNhN+.,n.{r,..,ww...rY•�AMr,w.w,.r. -+MrArorn✓�+YMMMNKM I�KWF$4MWbMb .r'n..r,N,�,.•a, ,xn W.hw. „ }4aMrweaeT�MiMkikIRFILRWI1Nif71n�f1.1fH'I !nL+l�r"�fw� drat.4Yr+�.... ,.rw.w,.Fa+-eM_.n:A.,�wn ., x.,,.»a. .p,a�driM!1wi,MMw++,F,wr' M. aAMi!+ rNNrodbe �Mi•MwW uwnrM!x.,.+"V+� ,.,»,,..,• wwMwM.r�,•R�:.r+. ..-;. ,..,... .w ,�.,..,.w.. .. x NOTt 1/2', I'AXI 00.15 1 +/2' °'.ALAS REGORE (3) SOUS EACH ENOLAP . UNU.e5 NOTM ON DIG& I FkArt A TwAwE TOWARD '+E END DAY INTERIOR BAY1 INTERIOR BAY NTERIOR 3A3 FCENTER CF MMR3 _ WAR" yry _ wMf.S_ WIi3 TRE eUIXIN_G PH1NAHr FgAMlNL SiIE CTAP" A325 HOLT CONNECTION CHART FRAME CLEARANCES /Y, /.•Aug ,11i • v■ p PART-NO F , o - - G TTY X M:) wEB THK DFP'H APPROX SHIP NO Oty Diameter Length Vertical Clearance Under Frame at FLBCX57 - 26' -3 1/4` D /-1 — STAN'/ENO FNGTH 1 16 3/Q 2 !/4" Vertical Clearance Under Frame at CX46 - 24'-6 7/8` �/ +}► Clearance Between FLBC%57 6 CX4b 132'-Il 3/16" ```c—T__ F 8Lxb7 1/1 x b G iBtl la 1/17 0 29 0 ? iii 3/4' 2 1/4" Finished Floor Elevation 100'-0' (Unless Otherwise Noted) FLBRBX58 1/4 X (fYE9J1 /a-) (y y oR(sry 6 0 1f,4 3a 1/34 0 6 6 3 20 3/4' 2" wQ.(2)+LO wwccs ■N(N (Y)rw VACCS ARE"COWRIE) AAI(aa.JKD 3/8 x 6 0 188 34 !/34 0 5 0 4 8 3/4' 2 1/� rtG- emECC Twe e,DE THEN / 17r wla:t pN[ SIGJ r„Ir L x 9 !12 x / 0 :88 34 0/10 G 35.0 5 12 3/4" 2" wuc-RACE s SE�t_ `�'• t+No�g�c( R[O MIa [• AAAx60 3/B X F p lea 40 0/l6 ! PO 0 ter Atu'o rFN `� ur REp'D w. 6 20 3/4" 2" nuC, rwrca rLmcro R8x34 i/2 x t. 0 188 16 2/42.0 9 7 7 16 3/4" 2 1/4" 1/2 X 5 ) 188 42 0/P4 1 13 3 /r a_s H8x44 1/4 x 6 0 164 24 0/34 0 35.0 P 4 3/4' 1 3/4 ' ANY bD.TS ANE RCO'O 11,714 FuSNGE WRAct (ca)) 1 4 X 5 0 f64 34 1/32 6 11 3 A125 BptrS ARE REO'O rfw r."E GRACE (SFB) x4Ei 1/4 X 6 0 161 12 0/33 9 24 B .. 36 5/16 x 9 5 164 10 0/10 0 26 8 FLANGE BRACE REQUIREMENTS- RULE/I-- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLEO RULE/2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CRU ! SECTION 15 NOT ACCOMPAWEG BY ',1, RUL E#4-- FLANGE BRACES ARE REQUIREC BOTH SI0fS OF THE FRAME WEB WHEN PART MART( IS ACCOMPANILC by .17` RUM4- WHENEVER POSSIBLE, PLACE SINGLE [TRACES TOWARD 1hE CENTER OF THt BUL.DING RULEy5- WHENEVFR POSSIBLE, PEACE ALL SINGLE BRACES ON THE SAME SIDE Or THE rRAME WEB. TYPICAL FIANCE BRACL CONNECTIONS I OWINUOUS RJR.M LIP"Wk.cownNOUS C.mr Alva W10d R,&^AND CAT $r LM 1 — ----__ Y o -----� _ 0 In M m m a (Qj7 p --- _-- - - _ ? LL UL In (� tV LL �� ta. N •Ln FLBRBXb9 _. 3l _-__� FL8R8XB0 t` °� fffmf Q� FL8RBX58 2 _ — -- —__a4 __�,_ ROX [mm mm _6� "8X45 II U in \J (2)F94034 Z F84044 I I �? ^ FB3U50 r InIn I D a1 ix rU I ei+ j in o (n LL FH3010 Irl U F83014 I Al I I i I w'v I tV 1 0 ------------- ---- ----------- I�I 99 17--r)" �- --------- ----- ^_ e0,-0 lei 60'-0" 140 '-0" +i -- --------- s s i @1 H !/Z,' 2 7/1w Laj ! ' -b 3/8" Elevation at Frame Line 8 \S�E�EO P AOFF�f/ (2) 2• -6 7/16 ' Q �5%21PE�9 OREGON SLE A325 ETON ' CONNECTION CHART /b�`��t4 �9�e ,�► 7400 SW Landman Ln. SIT1999.00052,BUP1999.00329 ApAIR'N��S� Lin tO1r CA Prn,kr �+ R�t10 _slplane_ 18 30 of 63 -- 7',.1■ A+Rr1ne I�ammlell nn1V ale n AR ('nerfll^Rn!•. {,u.nlmhmA hr W mNllnimam 1. A3213 141GFi ti'RENGTH 8pt-T9 SHALL BF TIGHTENED IN ACCORDANCE WITH THE -r This Drawing, including the information hereon, OUOTF N JOB NOVEMBFIt Building Code: 97U8C rogAine the property of VP Building• Frame E e V a t, 1 (]n CA99027665-000 A90926574 OE 1 is 1995, AI, OWABLE STRESS DESIGN 'SPECIFICATION FOR Live Ld (M/Trio Red) 20.0 pyf - - - --- - DATE AUC-JUAN JCINTS USING ASTM A325 OR A190 BOLTS' SECTION 8. (d) 11) Call. Ld (gravity): 5.0 psi It to provided for erecting me Building `-�- - BUILDER 1 U(7N-Or NU' T1G�'ENINIi" 2 USF 1/?- DIA A307 BOLTS FOR PURLIN TO FRAME. GIRT TO FRAME, AND GIRT 10 aOBribad in the applicable Purchase D—hr CONNFC?IONS UMESS NOTED OTI rRMISE. SEE JOB DETAILS FDR BOLT LENGTHS. Coll. LG (uplift): 0.0 psi end aha^ not be modified, reprods�ed REV. DATE er DEec. Elliott-Sheets Constr., Inc. 07/8/99 Or Uaed for any ^!her pur p0ae NItIo.t ort,+r -- --- ------ Mind Speed: 80.0 mptl Written Approve] of VP Buildings, CUSTOMER - - -- -- - -- -- 3 INSTALLATION OF ADEQUATE TEMPORARr BRACING FOR USF UNTIL CONSTRUCTION Wind Exp. Cat B I ITE � TIME. IS CDMPL[ _ Glenn Hayter TF rhe Deter-] Contr met end/or Erector !S 'rE RESPONSIBILITY 1F THE ERECTOR, Ground Snow, 25.0 pBf -— - — 15. 03 to solely respans tbit for accurate. pocd LOCATION Roof Snow: 25.0 paf Duality workmanship to erecting thin Tigard OR ff -��, 'I - 1 ---!`- Building in conformemce with this `- i ,� VP BUILDINGS ORAw/CHECK Snow Exp. Cat.: 3 Drawing. Details referenced in t' to Jrewlnp, PROJECT I \ Seismic 70ne'. 3 all sppliceole W Buildings Erect.-.r detail- 433P I ANOMARK VARCO-E RUDEN - - ---------- - LEGIBILITY STRIP Cm Ilnlluillll lulljlilllililj VIII IiIII I IIjIII (' tljul I IIIjIIIIIII Il IIIA IiIIIIII IIIjIIIIIiIIIIIIIIIIIIIjIIIIIIIII�III�j rf O 2 3 4 5 8 7 8 9 10 1 1 12 II3 14 16 17 18 19 20 21 22 23 .^_4 25 26 27 28 29 30 I Omm:t Gm QO HON CD 1 I a 106 1 p I 0- �LLI11�1. T,all I a1��!1� .J�1t�J IJ Ltd l)11J�L�1.1,(>I�.LL Lj.I�LiJ.�.��1>l.�l.i li )_l)ilia 1�1�1.�1) 11i I j l l l l_L L l.i 1�1.x.1 j 111 I L L I III)1111111 j �I I J IJa I I I I Lj l�Lel ii l�l i-(.�.la l Il.�lla�.) ��.�-ALJ)I I I I L 1111111 : JfRNW-"i-„"rc.YW'......1,r1+lMNlyyrRV . •.'M,r,T^NMfM.w•:v✓.u,Mt!w,N.u..n++.+rw..`tM.T+M",M^MIA'.bM1Mn" n,s'^++.nrvnr•.•+!N.W'RNI W mw.`NINRnrwM,u�N ' "hMMRRI!rt+PMrtI'"N'lelMw..w.. . rsy.....•..„.�• y+.o-yr+!vw+- .... .. ... .,...., -. ,.....,..,,.. .....».. •.wn.w+.,,.-.. .wNN- »,..�.,...•x Ham. ,... ,., .: _ ... ._ .. .. .... _. .., .-_.. .. _.._ _ -. ...«�«»•s/fEiM1 .. ,..._. .,. _ .,..., .. s»a.rwth• -.•..+,.-,. r:.,.rn - ... - ... .�,.-._..___._....-.. - .,.. .. .._. ..... .. _ lemllRT''"b"w'"� s NOTE, -/:•■ 1•A307 sdLIS t 1 1/2' PURUNS RECIOW (3) SOLT5 EACH ENO-AR E FRAME F"MIL _-END BAY MTEPoOR BAY INTERIOR BAY INTERIOR RAV CENTER OPE wJ4ti wvaEs Cpm vAwa rNE(! THE GUIDING ECAs - - - I/7'. I'AE07 ev Ts Fe SS 40TCD OF PRIMARY FHAMING SIZE CHANT A325 HOLT CONNECTION CHART FRAME CLEARANCES VT■ I/•'Ave eu� s•sFe - I OI U O� PARI NO FLG THK X WE) WEB EHK DEPTH APPROX.SHIP No OLv Diameter Length Vertical Clearance Under Frame at CX66 24'-6 13/16" b Yd's-'1 0 o Nca�� of START/ENO LENGTH " 2 1/4" Flr.9hed Floor Elevation - 100'-0" (Unless Otherwise Noted) - s- ----_ -- - 1 iEi 3/4 164 12 0/33 9 24 6 2 16 3/4" 2" ♦ \ CX66 3/1(i X b 00 164 34 1/3? 14 3 3 a 3/4" 2" ♦\�\ (w� wAcE \♦♦� E1w E urucE \ Cre-) ON lSFs ) ♦ (1H ) O11(5n+ L x67 3/16 X F, aEsr, (�) 1Eo •AAets .weN(Z)rTc erocF7. �. 9RHX6B 3/f6 X 5 0 164 34 0/22 0 35.0 4 \ FIG BRACE ONI sod WE F,.9HHx69 /B x G U 164 21 9/33.9 10.3 5 10 3/4" 2 1/4" �E ecoulec♦ 2G.BrDu Thy floc e4N AK eCpO'"CD ♦ _ 4MGL[MACE IS N[Ou.RD \ \ / SINAL W�cE �s w[Ou wtD 1/4 X 6 0 164 33 H/15 B 9 Bar REu'o DTT \� t.Ir WEpo wrn ` 6 22 3/4" 2° The t F1a.cEa \` THICW rwwEs \ 1/a x 6 0 134 15 8/21 0 20.0 / lA 3/4" 2 i/A" � 1/i'■ 11/1. FL9HfiX70 1/4 X 6 0 134 14.2/13 9 15 0 AfO7 aI I/ ME REo'b wnH FLANGE saACE (Fv> 1/2 X 6 0 fBH 14 2/36.! 14.8 B 4 3/4" 1 3/4" A]P5 IIII ARE REo•D*lTH FIANCE GRACE (vu) 1/2 x b 0 188 36.1/20 1 10.3 9 4 3/4" 1 3/4" DOLTS F-UHBX71 3/6 x 5 0 164 20 0/34.0 40.0 10 2 3/4" 1 3/4" FLANGE BRACE REOUIREMEN'E 63/1X 5 0 164 34 1/32.6 9.3 UX815 3/165 X 5 0 ]b4 12 0/33.9 24.6 11 2 3/4" 1 3/4" RULE/1- ALL FLANGE BRACES ON CROSS SECTIONS MUS( BE INSTALLED Cx6 L RULEI�2- S;NGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS N01 ACCOMPANIED 9Y l2) 74 5/16 x 8 5 164 9 0/9.0 25 RULE 3- FLANGE BRACES ARE REOLIPED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPMIED BY i2+ F. C FI 9CI75 5/16 x 9 5 164 9 0/9 0 277 3 RULE///'- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING. F,.9OCC77 9C085 x 1i 0 z!1 76 065 X 5 0 2U65 65/6.5 25.8 065 H 5/B 5 24 9 RUL1N5- WHENEVER POSSIBLE. PLACE ALL SINGLE BRACES ON THE SAME SIDE UI- THE FRAME IOFB. . . 1i9OCCIS 055 x 5 0 ?+ 165 B 5/8 5 26 7 TYPICAL FLANGE BRACL CONNFCTIONS COMWutus P44uN IAP 9EOeN,COWnNOuS rwtt ANO owPLE PueE.A M!1 GA7 ewauW D U3 -- - L4J _ _0" � � 5'-0 o v --•-- @90' -0 15/16" 0.100: !2 785' 0.590; 12 ' 165 -075c 'm ------- In cc in Ai 0 V in (10 m o eq1 m 0 LL � ILL_ m LL m O O t,1 R1 LL mIn Iv o q o m Ami U. m `: U.m E` N N N m m I[01 h .. FL9R8X59 04 FL9RBX70 -_ U. m Q FL9RBX68 (D -T! - ... - U. FL9RBX67 - 0 -- -�-'-`--- FL9RBX71 O FL9RBX72 o 61 ED 0) FB40A4 U A A A (2) FB4044 l2 � o FB3050 -• F-83050 6 Oin in m .I I CID QQ E-1 LD ULi 01 V LO N I m F83014 K CP x LL F03014 m CU LL U LL LL U I I I N / ® f0 fi - - -99 -6 13'-4" " r �_ -- •-.-..- - --- -- --- -- H 13 4 12 11 3/4 20 4 1/4 60 -0 r 60 2 lA 4' (�' �' �• Elevation at Frame Line 9 D 2' y 6 1/16 `S� PRO F�f` G tip% 58621 2 (T' 6 3/16" �. ORfAON qt14 �o�e � SEE A325 HOLT CONNECTION CHAgrT 7400 SW Landmark Ln. ADAI w� G-sc-zoo SIT 1999-00052,B U P 1999-00329 i n n�� Prwirg ?1 Rldn 1 Plwnw IA 31 Of 63 Thio inforestion .JOB 0 ..r A325 HIGH SIRENG'I, BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 97UBC renlelne the propuGrowing, including the no of vP Builtlings. nereon, OLXITE 1 N'CIU ' 1 13, 1985, ALLOWABLE STRESS DESIGN "SPECIFICATION FOR Live Ld (W/Trib Red) 20.0 pef Frame Elevation CA93027665--000 CA9928574-OE-1 It is pr l7UFAL- JOINTS JSING ASTM A325 OR A190 BOLTS' SECTION B. ldl 11) nvltlatl for meting tna Building "JRN-OF-NU' 'IGHTENING". Coll. Ld (gravity): 5.0 pefoldr, ------- -__.. _. -- _-_----- - ------ USE 1/2 CIA A307 B01 TS FOR PURLIN TO FRAME. GIRT TO FRAME, AND GIRT TO ) aueribl in the wAifiabl-reproduced Order BUILDER DATE CLIP CONNECT S Coll. Ld (uplift): 0,0 psf entl ehel_ not y .er purpose sepwithout REy GATE �� Ell Lott-Sheets Constr., Irc.___� _ ) 07/28/99 or Witten Por, any O.f v purpose wttnout prior -- 7\,\\ T//V-P J/ ------- Wind Speed: 80.0 mph Mrltten Approval o+ VP aulltlinge, CUSTOMER TIME JNA UNLESS NOTED OTHERWISE. SEE JOB DETAILS FDR BOAT LEN01H5. Wind Exp. Cat.: B Glann Hayter INS'ALLAtION Jr ADEQUATE TEMPOgARr BRACING FOR USE UNTIL CONSTRUCTIONThe General Contractor anti/or Erector15; DO IS COMPI E'F, iS TINE RF9pONSIBILITr OF T11E ERECTOR. Ground Snow: 29.0 psf la solely responsible for accurate. 00011 LOCATIONRoof Snow: 25.0 psf Duality Morkpoinailp In erecting this Tigard OR Snow Exp. Cat.: 3 Build Ing in conforoonce with thio - - -- - -- --- IUILDINGS I 1111411 CHECK Drwing. Detail) referenced in th4, OraW ;. PROJECT - Seismic Zone 3 all applicable v.+ suiloings Erect.on orcalta 4332 LANDMARK VARCO-PRUDEN O I 2 3 4 5 6 7 a 9 10 1 1 12 13 lll1 14111111 "`111IItlll lalllllllll lllllllle Il0 20i1111121 iIIII11121 2111II11213111112429111 26 I, 27 2elllllll IIIIIIIIII ti LEGIBILITY STRIP � ' I 1 IOmm.1 cm 219 3'0 3r. CD ZI I I OI J O HONI a 103 T, Oz a � -�i11I�M+FA'EwMarrM:,.�...•...+»w..,xr.r...... I,gn,1.E«PHyr ... .. .. . ,. ... Knlw�.w�w�w.n•.a«.,w.,.r.w.,.rw,+n.w.+x.w.nsw . «.www.�nr'tww t .r+,+N�r�Nxr~+A+. ....._.,,.. .. �« ., ..,..,„ ............................ ....... .««...m .... ».,..., ......-_...... .. yY.. - .. .. ,. ,. . .. . - ,.. - .. • .. ... ..... .. -�^^�« - •nr.r+�..a'"*r,M .. n.*...nw..r.,:w . "..........a.. .r....^„+ihr..+.rvrr�nM«M..+r.,w-....+.."..,.,..w.•.",.... ,--ww- . NOTE I'AJO7 DMI1 11 1/2' PURLINS REWIRE (i) MTS EACH ENDAAP R";7- f nMME Q LRAYE INTERIOR }AY _ �A'ERIOR BAY INTERIDR BAY TOWARD THE CEN?TR OF 1Mh(S SECONOAw. WUtlES �yliCf_—J THE BU'LWN6 Naela ,A107 aDLR�E'YPRIMARY FOAMING SILE ;hART A325 BOLT CONNECTION CHART FRAME CLEARANCES +'A.azM eOL*S a IPART-NO FLG THK x M_, WEB THK 3EP1-, APPROX SHIP No Oty Diameter Length Vertical Clearance Under Frame at FLfOCX79 - 24'-6 11/16" of o oSTART/ENO LENGTh 1 22 3/4" 2 1/4° Verticai Clearance Under Frame at FLfOCXB6 . 21'-6 if/f6" _ of \a, _ ____ _ o Horizontal �.learancs Between FLSOCX79 6 FLi0CXS6 - 173'-3 1/B" - - -- -__ - l --- - FLIOCx79 1/4 x 6 0 164 i2 0/3: 9 24.6 2 26 3/4 2 Finished Flior Elevation 100'-0" (Unless Otherwise Noted) % ^ ♦ � `uu.GE S FL1 RBXBO 3/16 X 5 0 164 34 1/32 7 9 3 3 12 3/4" 1 3/4" {1�uy7E �f ) 1 ♦ (q-) (S�e ) ♦ , 511 G f5�9-i M.EI.(Z) FLJj I/IACEL WNLN(7)r.G. aRN.ES ARE RECO-RED Ger MLOu',RO Lf HBXBS 5/16 X 5 0 161 34 0/34 0 40.0 4 12 3/4" 1 3/4° ♦ � FLc seAa nus$Ia enEw ♦ / .Lc aRAcr a� SDI ret FLSORBX82 3/B X 6 0 fB9 33 8/40.9 10.2 5 12 3/4" 1 3/4" 3/16 x 6 166 40 7/14 7 14 B % \ s�aL�MC[_K Ooouem / sNc I aw—r s alc�Nto 3/16 x 6 C 134 14 7/24.0 15.0 6 26 3/4" 2 av REWO IFTH �` cw RED'o WIT• ♦ r'. f ORE3X93 3/15 X 6 C 134 24 2/14 9 15-C / 22 3/4" 2 114' I THc■ rLANOGs ♦ 7wCF ,LANOk7i ♦�� A707 VOLTS ARE NEWO WITH FLANGE MAC liH)> ,/2'. , ,/i'sk I (Va • e x 5 0 1B8 15 1/41.0 14.9 9 4 3/4" 1 3/4" A]2S BOLTS ARE REO'D ertH FWFOE MAC 3/e x 6 c 1Be 41 0/34 0 10.2 9 4 3/4" 1 3/4" x 4 9/16 x 5 0 161 34 0/34.0 40.0 FLANGE BRACE REQUIREMENTS F IORHX9iOCxe55 114 x b 0 164 34 1/32 7 9.3 RULE/1- ALL FLANGE BRACFS ON CROSS SECTIONS MUST BE INSTALLED F-10CXB6 1/4 X b 0 164 12 0/31.9 24.6 RULE/2- SINGLE FLANGE BRAGS ARE REQUIRED WHEN PARI MARK ON CROSS SECTION IS NOT ACCOMPALNFD B. F FOC?87 5/16 x 9 0 164 9.0/9 0 26.9 RULE#3- FLANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK iS ACCOMPANE) gY FLIOCIBB 3/16 X A 0 164 9 0/9 0 26 9 RULE/4— WHENEVER POSSIBLE, PUCE SINGLE BRACES TOWARD THE CENTER CF THE BUILDING RULE/5— WHL 4E`/ER POSSIBLE. PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAMF WFH. TYPICAL F:ANGF BRACE CONNE.CIIONS CONTWUOUS RYAN LAP *60WN.CGNTMOUS G-r ANO 9wR1 MUNLN AND GIRT bwMN U4 Q K N -0 15/16" © 5 _0,. ----_-__ __ ______ 90'-0 15/16,1 --- 9 0 W,�Q O: 12 5'-0" — ---�_ 0.500: 12LID QD CD CD s u_ U. m Rj LL LL. LO 0�p inm O Q m fV LL U. Li CoLL fU CIL! Q Y ISI FA m LL MAL, CL u U.m m LL �V FL IORBX83 Co U. �lcu N O FLi0R9XB2 — - —.� 5 FLfOR9xB1 I�-- FL SOROX90 2 —� ABxe1 T T 6 FL IORBX85 1 ° in (2)FB4030 � LnI2!F84030 i o FB3040 FB3040 Q o in 1 .m C�1 do (a {E1 n N in FB3010 UoU m o 1113010 U. t1 LL LL 4 I I fV � ^ t ,L 1 ® 99 60'-0" 60'_0„ 60'-0' H 180'-0" ----___.�.—...------------- ------- R 13 1/d 2 4' -1 9/16" 6 3/B' A P s Elevation at Frame Line 10 _ NEU PR Of Ffs GINE f P 58621 `•, hI 3 7/ 6 , 11. p f -6 3/16" I (N� SFF 4325 BOREGONOLT CONNECTION CHART 7100 SW Landmark Ln. ��/r 141 A�� r SIT1999-00052,BUP1999-00329 n^ L.n4P rw Prnikg a1 Rldp 1 Plana- 20 21 of 63 I Th1s Drawing Including the Snrornetfon hnraon. OUOTF I Joe 1 A325 HIGH 5 N1965, BOLTS SHALL BE TIOHTENEO IN ACCORDANCE WITH THE Building Code: 97UBC r•fseine the property or vP Building. Frame E 1 Py c3 t 1 O n CA99027665 000 CA9926574-OL-1 NOVFMf3EA f3, 1985, ALLOWABLE STRESS DESIGN 'SPECIFICATION FOR Live Ld(W/Trib Red) 20.0 pef it is orovldsb for ar•ccing the Building --------- 5IURN ug A, JOINTS USING ASTM A325 OR A190 BOLTS' SECTION S. Id! 11) Coll. Ld (gravity): 5.0 psf described fn the epolicebl. Purchase order — SUILOF.R Y DATE 07/?F,/99 TUNN pt Nu' Call. Ld (uplift): 0.0 psf end Poll not be Modified, rooroducae Rev. DATE er Desc. �ElliOtt-Sheets Constr., Inc. TIGHTENING'. or used for any other puroow without prior -� 2 OSE 1/2' .,IA A307 BOLTS FOR PURLIH TO FRAME. GIRT TO FRAME, AND GIRT TO Wind speed: 80.0 mph Written Approval or VP Buildings. CUSTOMER TIME 'L 1'0 CONNECTIONS UNLESS NOTED OTHFRWISE. SEE JOB DETAILS FDR BOLT LENGTHS. Wind Exp. Cat.: B __ _ __ Glenn Hayter _� i the sonaral enntractOr end/or Er•etdr — ------ -- / 15: 03 J 3 INSTALLATION OF AOEGJITE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION I5 COMPt.F'E, IS TILE RESPONSIBILITY OF THE ERECTOR. 1 around Snow: 25.0 psf to salely rreponeiblo far accurate, gncd LOCATION — _ Roof Snow: 25.0 psf Quality NorRmanahip in eraeting this Tigard , OR --� Building in Conforimenee with thio - OpAW/CHECK Snow EXD. Cat.: 3 Drawing, Details refer ad fn thfe Drawing, PROJECT VP BUILDINGS SPiamic Zone: 3 all spolleable vp Building. Erection Details 433? LANDMARK I VARCO-PRUDEN 1 .4 — ..� ,•_.. w-. . I —A .,i in«n..r.. S..n«.r«. ...0...... .n —_----- -- -- n.P_ reEelr.La«, � . IIIIIIIIIIillilil�IlilluiillnlJIIII�IIIIIIIIIIIIIIIIIIIIIIIII!iIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lllllllll�lllll f f LEGIBILITY STRIP r� I 2 3 4 5 6 7 8 9 10 1 1 12 II3 14 116 117 110 CM 6 19 20 21 22 23 24 25 28 its cd 29 30 r, C D ZI 1 1 OI � HONI o lOL _k +.. !ILL I III $ 1,�..W1�,1.�I,�.LLL�dl.l�l..11�.l.�. �.1.hll.l��.11�1.►1-�1.►��.Ill�l�1,J.��11.11111(�il�l_�lll,��1.►.I,Jl.i�a�II�I�I�IIIIIIL�I�IIIIIIIiIII��IiI�I�IIbIIIIII�I�III�III�I��IIII�L��III�I�I��I�III�I��IIII�III��IiIIJII�I�IIl�llll oz .,�"* NIP pAY0.,q..irp%q1n, ..: .v!nMA+F.F.I«wrwN1"Iw..+kWv!w.'F+rNML�NwYF.,.W .TL�.'.�►�IIM'v.1u7+MW .LM.MMNNNK!R.I yn+,ear wtr„n.:w .. - - ' . . „•sa..,. .w .. a ...........,-............ ..........._.--.............._._. ..-.., _.. ........... ..i." .....- ._.. , .. _.,._... , .....,.. .._.. .... «...u.nw.w....-..a....,...-«4...!w.r..,�yMLfe� , d ',Mu• .r r NOTE: Awl eo t1 1/2' PI:n'JNS REOIARE (3) DDLTS LACH LNDLw NO _rs U111l f4 im ON ai4V 1 FRArt `' E TOWARD THE ENU BAY IN`TE_RIOR eAv INTERIOR SAY INTE41OR BAY CENTER OF VARIES - I 'Aftim �w VAMLS ✓r&Es THE 9UILDINc _�--_ NEYxII --- -- 1/2"• 1'AiOT 10011%•Fy PRIMARY FRAMING SIZE C'1ART A325 BOLT CONNECTION CHART FRAME CLEARANCES • , 1/6'Ain BO,Is m we a 2 1 of FAPT-NO FLG THK X WD WEB THK DEPTH APPROX.SHIP No Oty Glameter Lengtn Vertical Clearance Under Frame at FLIICX89 - 24'-6 9/16" 0 0 +o -_--- _ o_: START/ENO LFNGTH 'artical Clem^ance Under Frame at F, 11CX96 24'-6 9/i6" _ 1 16 3/4" 2 i/2,. torizontal Clearance Between FLIILAL9 6 FLIICX96 - 173'-3 3/16" � u - - `_- llcxL39 1/a x 5 0 164 12 0/31 9 24 6 2 16 3/4" 1 1 4 ' Finished Floor Elevation S00'-0• (Unless Otherwise Noted) �A` ,�• ` ) % ,k �`orlcve ) VHVI(2)FLO otwAs AnxN(:)Ft.G. MKfi �-11HUX90 3/16 x 5 p 17;4 34 7/32.7 9 0 3 12 3/4" 1 3 4 ' AaEAcouato WE (;)ru; _f 1HF3X91 5/16 X % nc emACE 1>s Iia *I" % FLc A "ONE WE •r,r. 5 0 164 34 0/31.0 40 0 4 12 3/4" 1 3/4' % s«cu 10a•ct o REa••co � SMC1I tx• s RIawE1 T_1 189X92 3/6 x 6 0 788 33 8/41 9 10.5 5 12 3/4" 1 3/4'' cup uo•o N}11, 3/15 X 5 0 188 41 7/14 7 14 9 6 26 3/4" 2" �� ¢r etQu wr• �; 3/16 X 6 0 134 14 7/24.0 f 5.0IIAWAS I.C.FlAMOEI 1189x93 3/16 x 6 0 134 24 2/14.9 15.0 7 16 3/4" 2 112" t/2'• 1 1/1'@OEM 3!8 X b 0 188 15 1/42 0 14.8 a 4 3/4" 1 3/4" AIOF 10aTS ARE aEo'D WITH FwwE ORME (FB) ) Alts BOLTS ARE REO.O WITH FtAMGE BRACE (cF9 3/8 x b o Ser, 42 0/34 0 10 2 g 4 3/4" 1 3/4" FLANGE BR' .E REQU.REMENTS aRx94 !S/16 x c 0 164 34 0/31 0 40.0 SSTEBXyS 3/16 X S 0 SE4 34 1/32.7 9 3 RULENI-- ALL FLANGE Bd•CES ON CROSS SECIIONS MUST BE INSTALLED 1'.CASb 1/4 x 5 0 164 12 0/31 9 24 5 RULE#2- SINGLE FLANGE BrtACES ARE REQUIRED WHEN PART MARK ON CROSS SECIION IS NOT ACCOMPANIED BY (7) t 1 1%197 5/f 6 X y J 1 Ej4 9 0/9 0 26 8 "LL #3-- FLANGE BRACES ARE REOUIRED BOTH SIDES OF THE FRAM, WEB WHEN PART MARK IS ACCOMPANIED BY (2) RULE/19- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING �- C'.U8 b/16 X ! 0 164 9 0/9 0 2b B RULENS- WHENEVER POSSIBLE, PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WLB. I TYPICAL FLANGE BRACE CONNECTIONS CWINLOJS PuIUR IAP*"?1.Cc•nwul PRF MID SYVII RRLN W Wn 1"."M 90'-0 15/16,, © 5'-0 90'-0 15/16" 12 7__.. 1 5' -0 � :_ �--- -,�1 I 0.500: 7 Q 5' -0 Q r- ---- e O +�' -_ 0_ � c ^ O 16 Q 5 --ai �{{ ori Fu a -• --- co 0 Oo LL (n N0 U. LL to O to S. c� co f m ry U. ly U LL U. N O O V m M M Q -u- Iq to 0 FL 21ROX93 u U. m LIEU ME + v R] LL MILL 4 N m U k O FLIIRBX92 r_ LLy FLiiRE1x91 0 Civ FLI MX90 2 88X84 y_ � ---- --- \W FL I IRBX95 1 I o I - M FB4030 I TI (2) F84030 o F83040 FB3040 0 ' I ml Q) N rn ~ I T 93010 FB3010 m ry LL LL -I I 1 Le] 60'-0" 60'-0" sol-011 I+-- ---- - -_ 180,-011 'I L 6 1/ 7' 2 @ 4' fir 2* 61 Elevation at Frame Line 11 �E��DPROFf�J' L: 3- 2 5/lb S c�01 N 3 7/16" 2 @ 2`6 3/16 �ootr 14,A�gp� SFE A325 BOL.' CONNECTION CHART 7400 SW Landmark Ln, 49AIR SIT 1999-000 52,B U P 199 9-00 3 29 ` 33-)f 63 This are,fng, lnelud,ng the Information Morgan. r�-- QUOTE a JOB e 1 A325 HIGH S'EIFNG Tfr BOL15 SHALL BE t 1GHTENE0 IN ACCORDANCE WITH THE Building Code: 97UBC remains th• prdpc,ty of VP au13002s. Frame L 1 e v a t 1 o n CA99027885-000 CA99?6574-0E-1 NOVEMOEP 13. 1985. ALLOWABLE STRESS DESIGN "SPECIFICATION FOR Live Ld (M/Trib Red) 20.0 pef It i. provided far •r•et,na en• eufld,nm STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS' SECTION S. (d) (!) Coll. Ld (gravity): 5.0 pef described 1n the applicable Purchase order BUILDER ' ''URN-OF-NUT TIGH'ENING" . c" USE i/2' DIA A307 BOL'S FOR pUFILIN TO FRAME, GIRT TO FRAME. ANO GIRT TO Coll. Ld (Unlift): 0.0 pef and shall not be modified, reproduced IIEv. DATE By �XIC. Elliott-Sheets Constr., Inc. 07/28/99 0 or used for any 3ther purpose without prior - - -_ } Wind Spned: 80.0 mph Written Approval of VP Buildings. CL15TOPEP TIME CI-IP CONNECTIUNS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wind Exp, Cat.: B Glenn Hayter �� 15: 04 tit 3 INSTALLATION OF ADEOUATE TEMPORARY BRACING FDR USE UNTIE CONSTRUCTION Ground 5n11w; 25.0 pBf The General Contractor and/or' Erector - - ---- ---- --------- IS COMPLE'c, IS '�F RESPONSIBILITY OF THE ERECTOR to 10olaly reapen•,bI• for accurate, good LOCATION / Roof Snow- 25.0 psf Duality xorkmeighlo in erecting this Tigard • OR � - DRAW/CHECK Snow Exp. Cat.: 3 su'lafng In eunforeenoa With this VP BUILDINGS 0,, ina, 00 11 110 rsterenc•d in this nrowing, P40JECT Seismic Zone: 3 all tpoil'ahll VP Buildings Erection Det•,la 4332 LANDMARK VARCO-PRUDEN 1 :•.. and all Industry Standards oartairino to --- -- - - - PAW C ""1111{11 111111111 IIIIIIIII IIIIIIIII IIII�IIII illl�ii l I;IIII lillllllllllllllllull Illilllll IIIIIIIII ,III�IIII ILII illi ILII IIIIIIIII ILII ,F + LEGIBILITY STRIP m00 1 2 3 4 5 F 7 8 9 10 1 1 12 13 !4 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 O cm CZ I 1 1 O IJ b t IE OE D ,� ,I,�.IBJ.4 11J�.1�J11 ,1J 11JJ�11lilil�l�l I.111.�1�1,.LIl�I�.I.IJ 111"III�II_IJ�JI.J.I_ll.J l�.III.HILI.II.I.�_LlijIT .tIi]�.111.Ea.a.li.la,I.,.�.1.IJ��lI.ll.>�1.1.1.�.11-.111.�aJ1.IW11�l. 11.1.�,i,�,t.1�1�111.1�.�.�1a.�1�1�1��.11.�-1�.11�.�J.11�1>��.1i1Ja�LI��.E_Oz .i3 P10'... IGN -iisW.M 4'11MMII •Opt . 0 0011" IN 414.... . . .,. .. ., - � ' ' � � H ypg �y+;1 NDA MlMA •Mlwrw'1 .4�v.-••r++wM Gema _ w.-.. ...... .-._" ...,,Y .. .w- w.r.v...y.'++r awpw...Mw.T,wt..w.yy1F. DAY. ,+ac MFMf.,._ .._.....u.n.,wMyy� r[..'n!wk111M.•!�NM!!1MIMp'!•'Ff, �rw.+«,lw. pe'F.. il! rR°DAF .�, 1 7. /2' 'A70T DOLTS 11 1/2' aUR,.NL REQUIRE (3) BOLTS EACH ENO..W UNLESS N07m eN 0" ' [I f Iaw[ TOWAdO THE END BAY_ INTERIOR_BAY INTERIOR BAY+iNTcR,OR BAY G ER OF a[luts rAR[7 y :0AR„ wh _ I _rwas I THE 9uILCINO 1r[w[N t/i•• 1'AJOI BOLTS a re 'RIMARY FRAMING S17E (HART A325 BOLT CONNECTIOfv CHAIT FRAME CLEARANCES o 1/r'• 1 1/4•Asts&rT1•Sri o' o PAP -NO FlG THK X MJ MFH ICK DEPT- APPROX.SHIP No Oty Diameter Length Vertical Clearance Under Frame at CX99 = 24'-6 5/B" , 91 j� SART/END LENGTH 1 1A 3/4" 2 1/2 ' Finished Floor Elevation 100'-0" (Unless Otherwise Noted) _ o_ -. _ --u _ 014- _- _-ol - CX99 1/4 x 5 0 164 12 0/31 9 24 6 2 12 3/4" 2 1/4" I ``\ (� � � ) ``\ w[N(2)n.o eRACCS .NLN L2)nc Nd,(:rs FLf2HBX!00 1/4 X 5 G 164 34 1/32 ! 9 0 3 12 3/4'� 1 3/� 4R[ Rt0u.R0 AM r[QWR[D 1.1 x 1 1 5/16 X � � no erMc[ nos sIo[ FMLN � /iL 6 G 764 34 0/34 0 40 0 4 1? 3/4" 1 3/4" � � _s�1fltu.[ s REa,aen s � Rre,E eRAc[ s�__._. Flt?RE1X102 116 X u 0 LBH 33 7/39 8 10 6 Fj 12 3/4" 1 3/4" au e[o0 ra-- �� aW RtoO rn� 3/16 x 6 0 164 39 5/14 6 14 6 T.C. atkaw F AAOEs 7NKx rtANOEy �� 3/16 x 6 G !64 14 6/24 0 15.0 6 16 3/4" 2 1/4 ' 7 18 3/4" 2 1/2 ' /: . 1 172 ears FI f 2FHx 103 3/16 X 6 0 164 24 3/1A 9 15.0 A)0) BOLTS ARE REQ'3 MTI. FLAWA BRACE Fe) A325 BOLTS ARE REO'0 WrrN FLANGE BRACE (S19) 1/I' x 6 0 LBB i5 2/IO f f4.B B 4 3/4- 1 3/4" 1/r X 6 0 LBB 40 1/34 0 SO 3 9 4 3/4" 1 3/4" EMENIS: r112RHxiO4 5/16 x 6 0 164 34 0/34 0 40 0 FLANGE BRACE REOUIR _ FLI2RBX105 1/4 X 5 C .164 34 f/3? 7 9.3 RULEp1- ALL FLANGE BRACES ON CRO55 SECTIONS MUST Bt INSTALLEU CX99 1/4 X5 0 VRULE/2- SINGLE FLANGE BRACES ARE REQUIRED WHEN PART MARK ON CROSS SECTION IS NOT ACCOMPANIED BY C2) .. 12 0/31 9 24 6 RULL03- FLANGE BRACES IRED RACES ARE REOUBOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANED BY (2) FL12C:10B 5 5/16 X Q 164 9 0/9 0 2 27 0 . FI 1207107 /16 X 9 0 1:: 9 J/9 0 7 0 I RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING . RULE/5- WHENEVER POSSIBLE, PACE ALL SINGLE BRACtS ON THE SAME SIDE OF THE FRAME WEB. TYPICAL �LANG[ BRACE CONNECTIONS ---------- C.OMRAIOU@ Pu" IN wsw% co%nwous a*v AND www WnUN ANQ Q,er s,ruaR (P41 l ) K 11N Y 90,-0 15/1b" ��__-_-�_ __ _ ------- -- -_.- -- O 0: 12 - -0 — -_ 5 -0 �- __ __- ___90 -0 15/16' 590: 12 7 0 5'-0,_------ �__ -__.�� ~..}�--�1'�J ---- o - --_-�.,_o --__ ___�16 Q 5 -01 `___ - - - ---«, o v v to 0 Ell v o0 LL 0 CIO LL m LL m m N U. o LD 0 0 fD LL U. fV C IA LQO N tL LL nJ LL f 04 FL 1 PFLBX i 03 � m � � fu^. 3 FL12RBX102 Y �- LLLL F L 12RBX 101 _ r _�-_�� --'�~ -— -� FLS 2RBX U. FLS?RBX100 _� --- --'r"-'--_'— — _ _-. 104 !� - -- - FL 12ABX 105 O In (1) 0 (2)F 84030 (21 FB1030 v ►-83040 F53040 6 1 r Igo a CV CV m. rn =B3010 x Fj N U FB3010 LL J LL i JL a fV r I a 99 -611 lei H 60'-0" 60'-01, 60' -0' 1910,-0 r ? p 4-1 w 16' 16, 1 '•-6 3/8" Elevation at Frame Line 12 a(03F� 4 501P '9 r i 7/16- � �j ?' 6 3/1G' ONEAON DADAIR 'a ` Sd-zeal, 5FE A325 90L' CONNECTION CHANT 7400 SW Landmark Ln.SIT1999-00052,BUP1999-00329 Ly a! R 1 n p 1P 1ADLfi 22— Thr■ fL rW na in ssa1sd M 4 of 63 This are Ing including the lnforeetlon hereon, _ "!T OI DOTE P JOB 1 A32` SIGH STHENG + BOLTS SHALL BE TIGHTENED IN r�CCOI ,ANCE WITH THE Pudding Code: 97UBC remafnr the property of VP Buildings. Frame E 1 e V a t 1 o n CA99027665 000 CA9926514 OE 1 Live Ld(W/Trib Red) 20.0 psf -_—_ V MBfP 13. !9&1. ALIOWABLE STRESS DESIGN 'SPECIFICATION FOR STA�CTURA. JC:NT:; USING ASTM A3?5 OR A490 BOLTS' SECTION B. (d) If) the 7U14N Of NU' 'IGHTE41N0" I Coll. Ld (gravity): 5.0 psf Et U provided Ser erecting pur "$%$ order D@@crlbetl 1r the eoplfeebie PurcneRe Order BUILDER GATE 2 USE !/?' ::A A307 BOLTS FOR PURLIN 10 FRAME, GIRT TO FRAME. AND GIRT TO Coll. Ld (uplift): 0.0 p9f and @hall net be sodified, reproduced REv. DATE ev •,Esc. _ __ Elliott-Sheets Ccnstr., Inc. 07/28/99 or uutl for any otMr purpose without nrfer ---- ---- ------------- Mind peed: mph Mrltten Approval of VP sufitllnps. CUSTOMER Glenn Hayter TIME L-IP CONNEC-IONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Wind Exp. Cat.: B The general Contrector end/er/.rug actor — - - --- - - -- 15. 04 3 :4S Al,AT1ON OF ADEQUATE TEMPORARr BRACING FOR USE UNTIL CONSTRUCTION __ _____ ___ :S COMP •LSF RESPONSIBILITV OF THE ERECTOR Ground Snow: 25.0 psf 1@ solely reepor[elb1 for see urete. pond LOCATION Roof Snow: 25.0 psf Duality workmanship in erecting thin Tigard OR - - -- - _'-- - eufldfng In conformance with this DRAM/CHECK Snow exp. Cat.: 3 - --- -- — - - - ( VP BUILDING Orerinp. Details L relereneeo 1n thlr Jrerfnp, PROJECT t Seismic_Zone: ^ 3 I .11 appllceble w suildlrge Eratlen 11rcrlle 4332 LANDMARK VARCO-PRUDEN --- ._.., .. _ And Al I In I) 9trnrlrrrfr on taflnil'o to LEGIBILITY STRIP CM IIIIIiI iIIIIIIIIIUIIII IIII I Iu lu Ilullll� II.IIIiIII IIIIi 111iI�1ili1 11111;IIIHI1IIIIIIIIIIIIIIII IIIIj11111111IIII IIIinI i pm0. Cm 1 2 3 4 5 6 7 8 9 10 1 1 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 26 29 30 << Y, ZI I I 01 I _I b HONI a toe *`w '1.�111�1.L1,Lli1.�1�. ,l.11Ft� I Ll �l.�!.tlLLII1�1.alI11i1t1iJII.,,HIST(I.ILI_1..1ITII11111.I.1I1Jiltlala�LIdIL1.I_il;Li..l_�I_ILL.til.�l(L(IiI�L�l.il�1L��IIIil �.I.h.L1-WiL1><l� >L(. °z CD w..... .,..,. .....- .-_.....--..4w.+►'e»eawp+h1q•M! g9aMMMAIM!lMluNw!ww.a M*1ho-*Nf 1wr,/ ..+,.�.. ....,."....Y..r..,,,,.r ... ..,..«..,.,"..,,•"+w........+1..,. r1Mr' ^�+!4^�.MtiM.!MIMyAM1A, .. . .... . ._. -. ... __, . .... ._.._...... __. _ -. .. .,ga1MrN1•Rpks.. Mrti+wr•,r...e.+ -, �.+ro"-+•+..w�a•,n . , w,wt .. .,., ., .. .. ., .. . .,...,, .. >!.. .. �. , .. ... ., .. - ..ANNIAe1raNMlrs�!Fvenr'► �!R[ARnAw41N�t+.+MIYrMRrr'1►.w+. ."r+.?nM�4�MM!r rw, - . 'MM�Mq..'+dNA..`r+µ"rMM�MSw'-i. _ _ ., .. .._ _ a..-.,cjp6t., �,.... I NOTE: Awl 63,TS 11 1/2' PURLINS kEQu PE (3) BOLTS EACH ENDLAP C uNuss +orta D«orDE ' \ I n141E FUME END BAY_ INTERIOR SAY INTERIOR SAY ` INTERIOR BAY 0 1KE CENTER OF WANES eE�r rYtfS VANIES I TKE 9UI_D•NG - :nElevationoor Elevation - foo'-o' (Un1eeB OLnerlrlBe NOtedi r !/j,. I•AX?60,?S•no Vs r ---1 wW OWES(])F"; OWrEY ♦♦�, IWDe WHEN(EI R eAAE(S /.0 rtO',,IIRD \ � rLG MhCE MS SIDE rrFA AN Rt0JU0 ♦ SrlGd r�AC. 4 499wdU,i \♦�� RG SU" LINE $a Vt. ILL La ato*o 6W. TM2[rLAkgn \ TnaDl{ r,ANpEs �\\ V A301 rC+!) Mt REO'D 1M., FL"[ OWE Ir8• 4325 BOL 11 ARE REO'D rllr' MNG( BRACE FLANGE BRACEREQUIREMENTS RULE/1- ALL FLANGE BRACES ON CROSS SECTIONS MUST BE INSTAI,E0. i "?JLE2- SINGLE FLANGE BRACES ARE REQUIRED *MEN PART MARK ON CROSS SFCTON !S NO' ACCOMPAgEG 9y RULE13- FLANGE BRACES ARE REOLIREO BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANFL 3N '2� RULE/4-- WnENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THE BUILDING RULE#5•- WHENEVER POSSIBLE. PLACE ALL SINGL.E BRACES ON THE SAME SIDE OF 'HE FRAME WEB, TYPICA- F';ANGF HE ACE ;;ONNFC:T'0NS L17wT[WDUS POW►LIIP b.Drh. CDNnNOuS 314+ AND &M".! P44.h AND(yw: %,"Jul U4'/ �I Qr 90'-0 W 16' -- - _- -- ---- - - -- --- -- __- _- --0. 0: 12 7 e -0' 5--=-+�+sl Fes-- - - - �___-_ - - - -------_ _ -___ 90'-o590: 0'-0 g' oQ° 2 _-t_ _--- ------j----- Y 1 o, T � I ir'f I I cv Ln I I I� e " sa I 'N f• — - - ---- — -- —---- — — ---� _ 180,_011 — —-- ----__ _ I I!- -- 01- ----- +--- -!2_=4 ---- -- 21 --0" _ 19'-0" `w 26' -0" 30'-0" --- -- l.{ _ �.. --- - --- -------- — —__ -- - -- ---- 1801-01, 4 I ' 6 3/8" Elevateion at Frame line 13 I r 3 l �v 58621 PE 9 P �o �G ver _ : /f6 1 N A,- " OREON 14,109e lane a 7400 SW Landmark LEI 00 s1TIa^9-00052,euP1999.00329 AOkIR'N 35 of 63 '-- This rlrrr,�nB f■ ur LA mlr er n [hr -rnnnr0l�/u�nlr_hrn h• V"7. �� A325 '-IGN S-nrNGTH BOL'S SHALL RE TIG14TFNFO IN ACCORDANCE WITH "HE Tntr Orrrtnp, Including the information Hereon. I QUOTE I I JOB t NiVf'MAFF1 13, 1985. ALL.OwABLE STITt5S OE SIGN SPECIE LCAT ION FOR BUf]ding Code: 97l'aC rrTwltnr the property ur VP Buildings Frame Elevation I CA99027665-000 CA99?65/d-01 -! S'RUCTUCA, JOIN'S USING ASTM A325 OR A490 SOUS' SECTION B. (d) It) Live Ld(W/Trib Red) 20.0 psf zt a provtdro +or Greeting tnr Building — _ —___---__• -_-_- . in the applicable Purchase Coll. L.d (UDlift): 0.0 psf ordueeelfanot be modified. reproduced pear Rev, DATE BY om. BUILDER � -- -- - �---- '---' v DATE '�ti OF-NU' TIGHTENING' . Elliott-,sheets Canstr., Inc. 07/28/99 2 USE f/2' OIA ATC! BOLTS FOR PURL IN TO FRAME, GIRT 10 FRAME. AND GIRT TO Wind Speed. 80.0 mph C. IP CONNFCTIONS UNLESS NOTEU UTHERWI9F SFF JOR DFTAII S FOR BOLT LENGTHS. I Nrttten ADoravel of VP purpose Buildiwithout CUSTOMER TIME 3 :%S-ALLA'ION DF AOEGUATF TEMPORARv BRACING FOR USE UNTIL rONSTRUCTION Wind Exp. Cat.: B Glenn Heyser :S COMPt EYE, IS 'HE RESPONSIBILITY OF THE ERECTOR GrounLl Snow: 25.0 psf The Genera Contrsator me/dr [reetm -- _.___ 1., 0 '. fe ealelY ruDonelule for accurate, paaa I LOCATION - -- ---- I 01 Roof Snow: 25.0 ps' ouelttY Norknanrn,o to Pratt Ing ens" T i Tigard OSI \PB — ---- --� I Snow Exp• Cat.: :3 Building to Contormonee with this --; —__� _ 9 �; DRAW/CHECK Or.wtng. Da.,t. r.eer.ne.d to int. (IrAr,np, PgQ�eL T ---_-- I UILDINGS Seismic Zone: 3 ell all Inrule VP Standards Fraction Details j 4332 LANDMARK I VARCO-"RUDEN -------- —------- - o•,....+.... 1..,, r•,. - A and al tnauetry 6tandorae oertatnt•a� to ' pArc LEGIBILITY STRIF �� I IIIIIIIIIli �iiil Illili!iI lilii !u�i!I!VIII! :�IIII!!! ,��!iiilii�Illliiliiliilll!ili�i111111111111111111�IIIIIIIIIIIIIIiIIIIIIIIIi I I I I 0- 2 3 4 5 6 7 8 9 10 I I 12 13 14 Iii 17 18 19 20 21 22 23 24 25 26 21 26 29 30 CDZI I I l .l . .nl . . . . 1.111 .. H.iJO.�N.(�_c> IOz1111111111JIJ�1 � 111111.la1A.l.lj_ jl.tI�J�11111IO L � 1. ! h - NIMNwm*.wMIC•r,N[eTedMa: IIIM!++..•N„.*m„»KI,...M•w++m.-...,rn..•N4. ,.., oft* .... , . : . . , . . wA.., 5�b• NOTE: 1/7' 1'A W 6000 '.1 1/2'PURONS REQUIRE (3) 60LIS CACH LWW W1LLSa Norm ON b11CS E i MNE `MAYI ENO RAY INTERIOR BAY _ INTERIOR BAY_ IN11MOR BAY y TOWARD THE .rscs watts tmNroAar vAwa vAAea THE BL.ILDr10 PRIMARY FRAMING SIZE CHART A325 BOLT CONNECTION CHART ;inisnc,^ Floor Elevatlor, - 100'-0' (Unless Ot;nerwize Noted) �7_ � `� Iy - FARM PART-NO FLG THK X ND WEB 1HK DEPTH APPROX.SHIP No Gty Diameter Length /r. i. sz,wxn•sn PFINAHY FNAMINW BT LHAHT No Qty Diameter CHART F1nlaheJ Floor Elevation 100'-0" (Unless Otherwise Noted) START/END LENGTH i 4 1/2" 1 1/2" `� °i ° °i PART-NO FLG TNK X MD NEO THK OEPTII APPROX.SIiIP No Oty Dlalaeter LenGtn �e 7� ' START/ENO LENGTH i 4 i/2" 1 1/2" 2 4 1/2" 1 1/21' _ _ _ -_- _ r FLLRBX111 3/15 X 5.0 .134 16 0/16 0 16 B - °�`�-__-_ _ _ _ __oI _ o ��4T oI _ DCC110 .059 x 5 0 2@ MO a 5/8.5 19.7 \ \ 2 4 1/2 1 1/2" \ 0AA'A w eAAct .JRBX 109 3/16 X 5 C 134 16 0/16 0 16 B I \��- a,Isry 1 \ (r.-S�ov(sju ; JCC 1 SO 059 X 5 0 2! 059 8 5/B 5 !9 / ew p)1Lc eNActs WHEN ul rw MAKff An N[,4W ARE ItWORLD \ RG leir. rHis SNt WHEN \ RG UUCf ONE Sum \ SAw:LE PMf.t �e NELUMm \ ', S,NG_E PPACi ,S NIOj,YIL ar eE°'o en" TwOr PLAN= 1�\ ` MCN nmoEa \ 1/2'• 1 1/2'WDLIS 14107 AgpELTS AAL ZS:D WITH FLANGE WWI FMJ /326 BOLTS AAE eE0'0 WITH RANGE BRACE SFL) FLANGE BRACE REOUIREMENI�i: RLI ALL rLANGE BRACES ON CROSS SECTIONS MUST BE INSTALLED. RULE/i- SAGLE FLANGE BRACES ARE REOUIRED WHEN PART MARK 0'4 CHOSS SECTION IS NOT ACCOMPANIED B' L2) RULE#1- F,ANGE BRACES ARE REQUIRED BOTH SIDES OF THE FRAME WEB WHEN PART MARK IS ACCOMPANIFC d'+ '2 RULE#4- WHENEVER POSSIBLE, PLACE SINGLE BRACES TOWARD THE CENTER OF THF BU4DING. RULE#S- WHENEVER POSS-B.E. PLACE ALL SINGLE BRACES ON THE SAME SIDE OF THE FRAME WEB. 'YPICAL F LAINGL HRACL C0NNi_C'10NS CONT,NUDJS MALUM AP SHMN CONTINO1.S GMT AND SIMPLE PURLA AND G WI S V LAY i _ f6'-0 3/f6" b 002_' A__i ) 1 0.6 to ,IO ID 10 Uo IC IBM �� at 1 c GCIO y. o GCfo 41 1 r Uru GCfo o hJ GCIO y V N N GC10 Aa f f CU Li i-L_e\/^11btl AT FRAME L)LIE 6LE\/AT10Q AT �12AME LII.JE i 4'-1C" 4 4 1/ 0 PRO 2" cod !V �� -� t ' - if 3/1b" til + E OItEAOA 14,19�e 7400 SW Landmark LFT. M SEE A325 BOLT CONNECTION CHART SIT19t79-0005 andm i*Ln. of 63 Th1e Mgrs .■ u�LM Q�l� u fn tlu War. This Drawing, including the inforestion hereon, (FUOTE • JOB I -- 1 A3?5 FITC/ 1. 198TFI 801-TSSHALL BE TIGHTENED IN ACCORDANCE WITH THE I Building Code: 97UBC refMlne the property of VP Buildings. FrameElevation CA9902%665-000 CA9926574-0E-1 NOVFMBfU !.1.JOINTS SING ABLE STRESS DESIGN "SPECIFICATION FOR Live Ld Red) 20.0 psf _ 6TRUCTUUAL ,LOIN'S USING ASTM A325 OR A190 BOLTS' SECTION B. Id) 111 It is provided for arecting the Building -- OA1E TUpfV-OF M't 'IGNTENING' . Call. Ld (gravity): 6.0 pal described in the applicable Purchase order BUILDER 2 USE 1/2 DU A301 BOLTS FOR Coll. Ld (Uplift). 0.0 BI and @hall not be audified, rsprod,ecv REV. DATE er —am *_'v p Elliot, Sheets Constr., Inc. 07/28/99 :no used for en ether - --- Wind Speed: 80.0 mph y purpoea wfth,,ut prior CUSTOMER v T TO FRAMER AND GIRT TO writton Ap,m-ovel of VP Buildings. � 61enn Hayter TIME Cl in CONNECTIONS 11NLf_S9 NOTED OTFIERNISF.. SEE .IDB DETAILS FOR BOLT LEN(iTNS. WinC .:xp. Cat.: B _�__--_-.-__- _-___._d__��..,_ _.__—__-__ VV/, — ' 3 INSIAIIATION DF A[)EDUATF TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION IS COMPLETE. IS THE RFSPONSIBiLITV 0� T. ENECTOR The ,enersl contractor end;er Erec':or Ground Snow 25.0 psi — ' - - 15. 00 I s solely reepomfnle 1nr eceuratf, Poon LOCATION Roof Snow: 25.0 psf gE:..lty workronanip in erecting this Tigard , OR __._. --- -- --- gailding in confonmence with thu GRAM/CHECK Snow Exp. Cat. 3 Dr•w1ng. Daeile roler.ncId i1'. this resp no. — PROJECT_-_ _ - --- . BUILDINGS Selsmic Zara 3 ell epplICS.We VP mnntnp• rrectien DeU11e 4332 LANDMARK I VARCO— ��,..,-.Rush.,..., R 1"•GudIR'21..alM�B' .- - -- CLT 111"R'RII ILII IIII ill III IIII IIII IIII IIII till IIII IIII LEGIBILITY STRIP I 2 3 4 5 6 7 Ei 9 IO I 1 12 113 114 I II8 I 117 118 II9 210 211 212 213 214 215 216 12'7 1219 1219 13I 1omm.� ��, CD q ZI 2410i!I I I OI HON . I .1�J.11.11.1J.�►. l�.lJ l-.I.1,1.;.(.ulll��lll.1.�.1.1.�.��J1.1.i.1.tl.1.l�.la.la..l�.l�l_I.l.►l�ll�.I�i1�.1.IJ1�.>.�.I..�ll,ll��i-l�_I.�J.�I�I�Jlll 1.1.1��_I l 1 i 1.�1�.�111111.1.�.��.1>_i.l.l.�l,�l'�.1��1,1.��1iJ�1�.1_�,I-i.1,11t1-�1 i?Oz eMFAw"vI! wnbT. awwAYr.,r...,,y ,?w,rvME+eM, «....M,r!+MTr1'•NE__.Le:uwAVr..�ru.--_www„wMnrI,+,,..v,^Mr1I+".,r«nnPwmr*e.«* P+nn'NR'' arn,rtw„yyaw A, ww,f+n»�,«II!h.. .- .,ew'y... N.�.�r»nr..n"w�+ 'w .. _ ,_ .. w,w-r��+w..........a,..rr>r.«.. rP.,«.1w +.Hw.tv.w v� •, - r, 1 �'L F t 4 SECONDARY ------ --_-- ►lAa. _ENGTH THK DEWH 2b5-/x'538 31' 11 1/2' .082 I1 5 T ><r� pf&l Exltrisjl 13 251539 31`11-11 1/2' .092 11 5 - P30^'M C A.! ILC p 7P540 31'-11 1/2' 082 tf 5 �0' 'T° 120'-0" 100'-0" 10F7W339 28'-0" 073 B 5 — — — — 101ZW342 ?4'-11 i/2" 105 H b �xls7ti.1/� F44r"L, :CELW363 22'-11 1/2' 065 a 5 lo 10EZW367 24'-11 1/2" .082 B 5 1IEZW 11EZ 4 IIEZ 2 fir 71 1C1a286 29'-2 1/2' .092 8 5 P3 a 1019291 27'-2 1/2" .092 B b fCZala - !/2" 105 B b P 747 9 - . .�....`..� !!F/N389 24'-11 1/2" 073 8 5 , -040J, To Z KOATIa - - I - � � 1,f/N371 28'-0" 059 B 5 �(-OG,, 1117.N372 24'-ii 1/2" 059 B 5 11EZW374 24'-11 1/2' . 105 8 5 SlM' CIQT- COA/ti/, 10 l,1 fr/A/�j tXLGIr' .4TTA4,4 .IEZW376 24'-11 1/2" 06b 8 5 L'l93 - !1c[W4f4 211 1/2' 065 11 5 Yrl M'E�' L�G4'►Zt: ; IIZ.T Q{"1� rJ8 VIP Q !1,/W422 23'-11 1/2" obs B 5 !f/11410 31'-7 1/4' .073 B 5 P 1 1 ,iii-�!-1 a1' i A-A 0 1t/.i•Ab2 2d' 2 1/Z" .092 8 A --�- r_ lG►.•� - _ !1zF4G/ 28'-2 1/2" .092 8 5 11/h496 31'- 1/4" .082 H 5 117Pa99 29'-2 1/2" 065 B 5 !17PFJ02 2,'' 2 1/2 .059 8 5 i --- 1!71503 ?B' ? 1/2" .073 H 'i IIZP504 ?,'-1 1/4" 082 8 5 i I ?97Pb4? 31'-11 1/2" 120 11 5 - 4 -P p -41 ?97G5a3 31'-11 1/2" 109 i1 5 .1 I -- _ - --- - -- Eli j ?9iP0544 31' -11 1/2" 09? 11 h ((-�� ll ((�� ddl� �¢ f1EZW& [dj EZW4f� �J EZN41S1 ® ELW41iI liEZW4.4 �P 4 P410 297P!i4b 31' �11 1 2" 073 1 1 bKI C7N34! ?4'-1! 1/2" 073 H 5 p P al ZPMJ f7w347 23'-f1 1/2" 065 H 5 4' _ p 7 r7N351 23'-11 1/2" 105 R 5 rp 4'� � P 7� -= —Ea EZ11i 25'-11 1/2" 073 H ti = -_. IIEZWafG 23' f1 1/2" 059 H �4 4 4 P a P=�-,1ut4P 30'-7 1/4" 092 R 5 �j �Ln1n? 2R'-2 1/2" 08? H 5 I -11'IA3 29'-2 1/?" .073 8 5I > -- 43IP144 ?9'-2 1/?" 073 13 S P P/1'!4H ?7' -? 1/2" 065 R 5289 ZP145 2 8P 44 p/1"49 27'-2 !/?" .013 B 5 - � P4 7 4 P 1P150 29'-2 1/2" U73 0 5 O v li 1N15f 28'-1" 092 8 5 ��3 ll'28'l ?9'-2 1/?" 092 8 5 VAll? 24'-5 1/2" 105 B 5 —ii--ZP43(i 2P145 /;'37E 31'-7 1/4" 092 8 5 11'380 28' 2 1/2" 073 8 5 _ Ill ?/'-7" 082 8 5 - �--- --- 71'41: 29'-2 1/2" 085 8 5 ZP9� P 1 P 4 4 4 11141? 28'-2 1/2" 059 8.5 �qx_ 1P410 28' 2 1/2" 055 B 5 c� _ - 1P4'3? 2/' 1' 0B2 d 5 I r, 11EZW FZW365 0 IT ZP15 �, ;_ P 4_ -_acs. P 4 IP 1 -_ �e a+ r ise d Ill NTP115" 704111 E.U"A" 704AA 7. 43 71 704A4 T I 70 4 All Novel WN70 4-AR -7ntAF; 71 "-• I s� ` , :D, ��''��1 � 1 1 11 i10D �!(ar1 I�C7�t.� /fes-:nl> --.,- _. o/1_. �..,..,e,..�.y I --- }'� -•-- _. l. ■ �,�^lor R"rT��V SuEE'I►Ja 'Tb '1•fits PuR1"1,",I, - 704,012 704 .T -- 7041 704AD 704AA 71 7Q.11 704A4 F 70494 713 4 Fin - 713 4 Al 701 An 704AD 71 r 4 r 211 7Mt" _ -^- _ rnrww!e 1,e�i."..,i, ;s- >�e�aars'- •,A1g I SA5017 (TYP. NOT(, p0 NOT�,i"(A[ii ROOT PA1El OR *Al :.IPS) To STRJT DUIl - - - - .f'�/'�r_ -, "�we�n� - -_-_ -ru-.�nmv. �14�.,.�w -v■r••.•- a:�-.::-. a,:.. :s. i• 1/2, ■ 1 1/2' A�SEC PSI tA• FOR LAVE PURUN 70 4 _ GO113 All ill / � CONNECTION STRUT w1r.Lea•MAneai PURUN _ 1 uGE-( � i B 1 — EAVE vva�'" - PURUN 1�" .rrAcN ucN cNo or - �� S'l GRACE (SeR-, f❑ \ w Z) /: 1 _70 4 AM _ . ..; .4n71 _ �_.-_ ',4mei.r_ -_-res.- -r..s ur@■1�._r-a+�� tsAc,. ' A"' a0l - —_. �raeer — i1! _. -_ _ - -- --- 34.Z 1 70 bill IJC- £� / -r w MClDCO CES AT RAw IZAME AND ENDA AM 713 4 AA -_.---- a/ 14rA1--^^+.—... I `RAPER OEA4 70 4 AM 704AA 7l STRUT BRACE ((SHR-1 -� TOP m-ANCE ,i - - - _- _,... } STRUT; PER "(SOR-) I owiwlNcs r,V r. w. � _ 11 --L— 1.Ay EAVE STRUT ASSEMBLY A77ACH, n� L �wL - OEM 18 16 ' -- 17'-0" + 24'-0" 26'-0" 23'-0" 24'-0" + -- • . --- $� - .I,, 24'-0" 24'-0" 1..�. 25'-0" �y 24'-0" { - 25'-0° - - - -25'-0 - Z51-Du Imo——--- - --- -- - — _ __ 270'-0 9-' JC0052050 11 NSM030111 al nSM00012 (-1ESi�t� t�I..11ZUQc-> A� IZE•G?UIR�D ii U-T-(2F I. \g��EQ PRO k.� t1►G 1 N :3' Pswoao�;o NCE-n121L_u ►-�C-I !-� i Fol- FASI-S 11rIZ, 5�821PE v ?1 P9M04003 � t�bQU1RED, if .!✓.-. T, o OREGON ��P 1411��e �► 0- I Z''� I lit" A�ZS 1:�1,-t s R.+t2.�.1 N T ��t' GoN►�. � w��° d. 740C SAY Landmark Ln. LAIR "�'r'OtE'S A3?5 EieC01`C�t3,'y t0 Frame COr1rleC(. 10'l SIt1999-00052,EIUP1999-00329 ^ 71 1 S rte t P I Ana 1 n_ 1 ?9 This Drooling 4, arnishod hv V0 RIANIARK 37 of 63 This Brewing, including the information hereon, UUDTE I JOB e 1 UN�ES5 WO''E(1. USE 1/?' O HAFT T A 307 . ANDLTS FOR GE BINE T sUlltlinp Code: 97UBC remains the property of VP Iluildinge. Roof Secondary CA99027885-000 CAB926574-OE 1 °UQ�O TO FRAME, FLANGE HLENG TO FRAME. AND FLANGE BRACE TO PURLIN CONNECTIONS. Live Ld(N/Trib Rid) 20.0 pef - _— SEE 108 OE'AI�S FOR 80L1 LENGTHS Coll. Ld (gravity): 5.0 pef It in provided for erecting the MultiGATE described to ins applicable Purehe@e Or SUILDER 07/28/99 W1N0, OULD B, AND PURL IN BRACING ARE AN INTEGRAL. PARI OF THE ROOF STFiUCTURAI Sr C011. Ld (Uplift)• 0.0 pef and @hell not be aodified, reproduced Rev. BATE By Deet. Elllott-Sheets Constr•., Inc. -- _— -- - - _ :no u@ad for any other purpose without prior, --. — --_T_ — 4'F►IANU SHOULD 8E PROPERLY INSTALLED PRIOR TO ERECI;ON OF MALL AND ROOF !#tEF.Tf3. Wind Speed: 80.0 mph Mritten Mprov1 of VP Buildings. I CUSTOMER TI11E- -- REMOVAL. DR ALTERATION OF ROOF BRACING MITHOUT PRIOR AUTHORIZATION I5 PRI,-4TBITED Mind Exp. Cat.: B Glenn Hayter 15: 10 Tha tl•nerel Contrector snd/or Erector — _` _ ��________- mfE4 SAG ANGI.F S101S IN ADJACENT PURLINS DO NOT ALIGN OR ARE OMITTED, FIELD-BEN Ground Snow: 26.0 pef In aoieiy reeponalot* for eeeurau, good LOCATION Tigard OR ---- -- -- I! A SAG ANGLE TAB AI�U ATTACH TO AURIIN WITH ASELF-DRIVING STRUCTURAL FASTENER. ROOF Snow: 25.0 pef ?ualitY IforklMn@h1p fn erecting foie VP BUILDINGS DRAM/CHECK Building in conrdrmence with thio - - -__-- - --- -.. .---.- -____ _-_-�- 4 SAIi ANGLES ARE NOT 'SEOUIRED IN BAYS THAT ARE 18' OR LESS. Snow Exp. Cat.; 3 Brewing. Detail@ referenced to foie Drewtng. PROJECT l e Seismic Zone: 3 ail applicable VP Buildings fraction Details I 433? LANDMARK VARrO-PRUDEN J _ ----- -- n. .-„,,,,,,■,�,w, _ end all induatrY standards partifnfng to PAGE LEGIBILITY STRIP CTI i�llull�llullnliil' ulluil1�11llll;llul�ulllll:l�llnll �� _ O 2 3 4 5 6 7 8 9 10 11 12 13 14 18 1'7 IIs 19 20 21 22 213 24 215 26 217 28 29 _-O IOmmel t:m ■ Z I I I OI HONI lOL fS:. b + } 4 q y r �i ,�.1.U.l�J1J,�.1,Ll.l�.1J.1�.�.la.l.ilhl.l•,�.i.11.l�l.�.11.��.l l�.�l�I,L.a L i I i I I I I I i I�L�I I I i �L�.I LL I i,i I�1 i I I I�I I I i I I I I I i I I I I I I I I 111�I I I I I 1111.11 LI 111111 L1a,.�.LIJJr1J..�i.1.�.1�,1111� - -- +w a �1.. . �l IN'AINIMMM1"w '14��f+Mew.Tnv.*,+eert+..wy......,,n...Fa"..,.Mw.•�,.rw.,.e ... .-..r:.«..... ....-..niv.1}".}!MM'1.'.+T'eFMLh.,P.ry,:P •.rm . ., w._ .. ... Y.wO.L.vruwy. W1■1.(i-n. 'r.+-x"MVM+rt+i/r�• _ .. •NpNMM.MI'.•^,,,°+. wnirw.-.WWn.41nr...�...Hr'+.-.l;r"SMNN.i,Ww n.,w �.w"Y +-”-"r —,..+_w..r..,.- .�a.+v .. r•v r,..w+-+..wr ..r.wrv--wM,.w.. .,.. e 1.MW...P�M•,� �•. I,.ry1Ml*..rxrr-I•.'.•.YF.M..MMw.i..V..,",rr-rMn'±"'..,"�'mTY i'.':. ..Ms rt n',«l'Nin..M1NI1N.'4Y�vo.va.VY✓.f+V.n ,M,gnYf—,Ms!+p'-M1 w.:v,w.�."..+r..wi.M.WwM"^•W.V..N - Yr.+M..rM..r.•... ...w4,M•'M"+1.w" M"h"rW..•,.' w"w.N1+.Y!-W,.W✓YIIYMNIVMMW"' 'M."N..MW.Y .•.nMJ�il�.�� 1 ,A 1 ISI r SECONDARY ------------- ------- ---- SECONDARY --- -------- ------------------ FRAMED OPENINGS ------------------ MARK _FNGTH rliK DEPTH MARK LENGTH THK DEPTH FO! -LDC- MARK LENGTH THK Of PTH 2PGHWO 24'-3- 105 8.5 FJWC20 20 -0" 059 1 HEAOR CW550 12'-0" .059 1�+ 2PGHW1 5' 8 1/2" lot 8 5 Z010 16'-0" 'P6L B-5 1 JAMBI. CW545 16'-10 1/2" 059 2POHW2 4' 11 1/2' 105 8 5 ZG4 24'-3" U59 B 5 1 JAMBR CW545 16'-10 1/2- .059 8.5 1n,I(o'W* 2PGHW3 8'-6* 1O d 5 AT�� llX►► ?IG10 23' 10 f/?' 059 8 5 2ZG124*--1 1/ ' 059 8 S 2ZG1 3 23'-4 1/22VI ' 059 8.5 l. 2ZG14 25' 10 1/? 059 8 5 G15 33' 2 1/2059 B B ?7G16 25'-8 1/2 059 8 5 2LG17 24'-1' 059 B 5 2ZG5 5'-B 1/2 059 B 5 P1�A►-i Vieu 4Q 2ZG6 4'-Il 1/? 059 6 5 27G7 a.-b. 059 9.5 off, Ew10 OF 2ZG9 24'-7 1/4' 059 B 5 �f 8WA0207 20'-0" O59 boyc sT1Lyr T4P 5TD Stgid '/z ¢ �P �✓/ f» ,4e-0 �,�.� (/.Zw4. Roo w1 srp. /2400 Pao. � G 3�1u ReR i,f�...!G,TH of cr�i P + 1". S �iA 5 /Z Be t SMIrQ 5AHE Es.E+t/ A5 ;IQr (�' WI1�(r?b -Ra�F rw4�1S -- I/4It w I l: ) Ilti d A; o 80L'n, �� g� �) L M N 6 RKC15 i 10, (GI RSC 10 �--' ye IZvD — 27G14 2ZG15 - _- �_�_ e _ _ 2ZG16 _— I 2ZG17 -- — I S GIA 25a�G U ( " >�5" lol ISI zG18- --- --- =-- ---- - ----- ZI O i I in I I I i ZG4 -` __ — I 2ZG9 2ZG10 m � I 1!1 1 j Z04 — ZG5 — - - - -- - - _ © © 2,.G6 2ZG7 I C in i i 2PGHWO — 426 HWS 2PGHW2 I 2PGHW3 LP o LP CNJ fU Q WALE. I / ALT kjALL_ Q.b.V.P / I / / JBCS JBC1 JBC1 JBC1 12'-0" •Te 4'-E° ©r _ --- 12'-0' ------ - ------ .I• 100,_0" ---- ---- ---- ----_____— WALL ELEVATION AT W(- alp. I 0 PRO i F o� 3; GCC072100 0\b 0N / 71 GFA 102 � �WIPF�'9 T 1 o �i OA13ON fit►'i'�,��s�� 7400 SW Landmark Ln. D ADMR w�L G'f d_e u. Cn �pnp � SIT 1999.00052,SUP 1999.00329p 'rhu m. 38 of 63 am ! UNLESS NC'E0, USE 1/?" DIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, This Drawing, including the Information hereon, QUOTE /CA99027665-000 CA9928574-0E-!JOB Live Ld (W/Trib Red) 20.0 pef SEE 1C8 DETAIL$ FOR BOLT LENGTHS / FLAHGC BRACE TO �RAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS Building Code: 97UBC remains the property of VP Building. Wall 11 S e�, o n d a n y -- .. - WIND AND ANGE ARLi ING ARE AN INTEGRAL PART OColl. Ld (gravity): 5.0 pef It in provided for erecting the Building F THE MALL STRUCTURAL. SYSTEM AND described in the applicable Purchase Order BUILDER OI TE Coll. Ld (Uplift): 0.0 pef Md shell not be modified, reproduced FEY. DATE BY Deet. Elliott-Sherts Constr., Inc. --- - 07/28/99 SNDU L BE �R n br used for any other purpose without prior C ERL'- INSTALLED PRIOR 10 ERECTION OF MALL AND ROOF SHEETS. Wind Speed: 80.0 mph —CUSTOMER --- --- -- - - - NEMOVA,- JR ALTFRATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED Written Approval of VP Buildings. Glenn Hayter > TIME Wind Exp. Cat.: B Ground Snow: 25.0 pef Tha Benerel Contractor end/or Erecrpts. g _. ___—LOCATI_ V\ _ -!e aelely raspanalDle for aeeur.te, mood LOCATION Roof Snow: 25.0 pef Duality Woramanahip in erecting this Snow Exp. Cat.: 3 Building In conformance with this __—___ _ Tiperd ORDRAW/CHECKOrawtng. retails referenced in this orewinp. PROJECT VBUILDINGS Rr t Seismic Zone: 3 I all applieebla VP Buildings Erection Deteile j 4332 LANDMARK ( VARCO-PRUDEN LEGIBILITY STRIP `M nlullllllllunlnll�luillnl�ul Y,f O I 2 3 4 5 6 7 8 9 10 I I 12 13 14 16 17 IA 19 20 21 22 23 24 25 26 27 28 29 30 1 Qmmal �m Z I I I of HONI I 4 ' L �°� r`M. +M^+WMIWYN"sMIH,4�+'.MµF«!Mn..ww'e+....r,n'•w.v-..r.r.rrw..a. +.R.,+nr�+.t+.... ....�-..Mw .✓•ILw'h'+YwwW"+rr•'Nw+rarM a»Yh M Y+•+iM .N+r +W.w.. «ywglM yur.Nrpl .. _. ««....._,...._.... « ,_., • "iWrhbl«ry+Y+—sn+«wY...w.r wN*i.wMw-.1 .4. «N. .w++" ..+«il/IXew,MiW1!.h/1411�11 .{�— .e.aµ:,r Mu..l«lel� I , �r �L w uuYY �j i, i 91 (P Y T 9A (P4 I 1 CD I I I ' I i 22' -6" 22'-6" .}. 30' -0" ---- .}-- 26'-Or 19'-0" — - .IM 21 '-0" — 12'-4" 13'-4" 13'_4" -- 190 -0" �•�+—_,—�.-----.}•------___—_--______--____•}..----- P WALL ELEVATION AT WR PROf�ff 1 N 4 �y 580 PE Si OREB011 fi�ir14 �o°e � 7400 SW Landmark Ln. O�4OAIfl'M��S� -3o-Zoo's SIT1999.00052,BUP 1999.00329 In QA;) ra Prn l�y• ?1 RlT[10' 1 Pldn A' A 39 of 63 TA 4■ nr■rtna •■ ■■■tad wwtr .. M � This Craving, fnciuding the information hereon, OUOTE • J)B 1 ! UNLESS NOTED, USE 1ME, FLANGE B ACE T BOL TS FOR GIRT LAP, GIRT TO FRAME, Building Code: 97UBC r•Mfn• the property of VP BUfldfnge Wall Secondary CA99O27665 000 CA99?_6574-0E-1 FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, ,IAMB AND HEADER CONNECTIONS. Live l_d(W/Trib Red) 20.0 psf It i• provtd•d ror erecting the Buflding - --------- - - SEE JOB DFLAIGE FOR Bp_T LENGTHS. Coll. Ld (gravity): 5.0 psf 0•■crib•d in the •pplicabU purtmesa Order REV. By �� BUILDER DATE ? 2. MIND ANO FLANGE BRACING ARE AN INTEGRAL PART OF TNF MALL STRUCTURAL SYSTEM AND Coll. Ld (uplift): O.0 paf end shall not b• wdlflea, r•producetl Elliott-Sheet9 Cone tr. TnC_ - 07/_8, 99 Wind Speed: 80.0 mph er teen tar any other purpose without prior CUSTOMER ►+ U!0 BE PROPEHI.y INSTALLED PRIOR TO ERECTION OF WA;.1_ AND ROOF SHEETS. Nrfttm Approve or vp Bufldtng■. Glenn Hayter TIME REMOVAL OR ALTERATION tx MALL BRACING WITHOUT PRIOR AJTHORtZATION IS PROHIBITED Wind Exp. Cat.: 8 � 15: i3 - Ground Snow: 25.0 par me •en•r•1 Contractor sna/or Erector _ _ _ Roof Snow: IOU 11ty hip in erecting thi Snow Exp. Cat.: 35.a p9t OraMdinl in cofnfoNunr•n1tith t tM••Snring, — - LPROJEC1OCAT oN — ligerd QA VP BUILDINGS DRAW/CHECK --- - + Building in epnfarnyne• H1th this � r Sotamic Zone. 3 I all applies bf• vP aut1Alnp0 Eractfen oece1la dRa? I ANITMAm VARCO-PRUDEN I — LEGIBILITY STRIP CmI 111�111n1i1111n111n111 .�� _ O 2 3 4 5 6 7 8 9 IO 1 1 12 13 14 16 117 18 19 20 21 22 213 24 25 26 27 28 29 30 t Qmmwi Cm CD ZI I I OI b HONI a IOZ 0-- I I z...1 0 F... -,.-. ..... ., .... .... �. 1% ncaewMr ,. ., .. .. �!�ylwQfgM'fM.. . .+rwM...N«w.W+....., .u. �"•"•"a'^!'�"' •wW��• r.v a I , —A LIFO ..y a� 1 SECONDARY ----- ---- 4AAK FNGTn 7"K OEPTki 3PGHW20 24`11 3/4- 105 8,5 PUHW21 im -11 I/z' 109 8 5 26'-7 114 ObU F 5 IG23 ?6 7' CbS 8 b U2 3 ZG22 ZG23 Z023 x 7622 71323 F A ,SHO0" f"A 19 AS ?-ear) FaR. A-Jr-4a;*6.L DE4 14 Ill, o 11 I Ln r/L-T Z022 2023 :Y�-T-Ai10- ThP of TILT W&LL, ?1( 11 3PGHW20 PGHW21 T -rI L:T- 1AJA LL lo lo 25'-0 24--0-- 50'-0" WALL ELEVATION AT WB 0 P A ofk(I GIN GCC0 7POH4 Wei P I ,A 7400 SW Landmark Ln. ADAI 10 Rlda I plaOm 3 SIT I 999-noOS2,13UPi 999-00329 1 LJNLESS NOTEn. USE U2- OIAMErEM A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME. Mjq-" VP 11"Aldinas this Drawing. including the irforeption moreon, 4L - 63 rLA4GF SPAa TO �TIAME. FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS, 9uilding Code: 97UBC ramine the property at VP Buildings, I GuOrE 0 JOB 0 SEE JW 3F T A 1,S Fah 801 T LENGTHS Live Ld f!:/Trib Red) 20.0 pof Wa I I Secondary CA99027665--000 CA992657-1-OE 1 2 �'INO ANO F',A%GF is ProVid" or erecting the Building - BRACING ARE AN INTEGRAL PART Or THE WALL STRUCTURAL SYSTEM AND Coll. Ld (gravity): 5.0 pof d1stacribed In chef applicable Purchose Order rU1LUFF4 DATE STHOL&O BE r'RCDF-RLv INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. Coll. Ld (uplift): 0.0 oaf andu:h 11 not be "00180. r"roduCed �ITOAIE7911 OEM, I Elliott-Sheets Constr., Inc. 07/2B/99 4, TrAA—,ON OF. WALL BRACING WITH(XJT PRIOR AUTHORIZATION IS PROHIBITED Wind Speed: 190.0 mph or 0: for any other Purpose VIthoUt Prior -.. . --- — 2 - ...... Mind Exp. Cat.: 8 written Approvel of VP But1dimes. I TIME REMOVAL- 3F7 The Where] contrett Glenn Hayter j Ground Snow: 25.0 oaf q :r,:nd/or Erector J/ 15: 14 to alely r good LOCATION Roof Snow: cluslity -1\V�/ 25.0 oaf lot a Tigard OR Hrcx Snow Exp. Cat.: 3 Building im,ronfo,-ranc:hWlth tl,,Ie --- I -- \, DRAW/CHECK Drowinq =.ol,* vor eel In th Crevino, VUECT VP BUILDINGS 3 '. vo ., ". :, Do t,,I a 433? i ANnmAPK VARCO-PRUDEN Seismic Zone: ell anoliceb su I I nos ct, C LEGIBILITY STRIP 1 2 3 011 0 or,11.1 CM 6 7 8 9 10 11 12 13 i4 is 17 18 19 20 211 22 2i3 214 25 26 27 28 29 30 01 HONI 2 10aL O CD 20L ----------- SECONUAHY ------------ ROD BRACING MARS( LENGTH '-* GEFTi, MARK LENGTH OIAM 9PSHM98 25 -11 1/2- lob 8 b 6AOD19 3/ -0 1/4' 1 1/8' 9P:ji'w99 22'-11 1/2' 105 B 5 9ROOB 36'-4" 1 1/8' P;;-h21 24'-11 1/2' 105 8 5 PU-1141 23-11 1/2' 105 8 5 PG,M61 27'-11 3/4' 105 8.5 Prir,MF12 24'-11 1/2 105 8 5 23109 29'-2 1/2' 059 8.5 75110 26' 2 1/2 J59 8.b 1523 26'-7' 059 8.5 1; 46 21 -2 112 059 8 5 7565 29 -7 1/4" 059 8 5 1G86 26 2 1/2' 059 6 5 'r -x fi ' 50t'j A3z S X T. Loci►TC V„ ot20F, 3�Iv 'DL Y} Y g g _ 4 LG4e 4 I I a in F M I —-_- -- — 4 5 6 ease I -� - __ WA.Li, ® '-0" - e - n 4 N•-- __ - �-_ - - . - 26 - -� __-...__.__._.,-�--------__23_.� �-- 24'-0" _..�.}.- 24' _ ..},t•_. _ _0" - _= ---- 24'-0" -_._---�.}.F- 25'-0" 25'-0 - - ----_+,�.,► ...---- _- �`'-ll-'--- —+*r 270'-0 . ,. WALL ELEVATION AT WF i i tE&JI" 061 Awl`pat Lown$ TTP, a L 1-jet C A'jo S��pEp PROFI cel GINE �� 5O621►'E�9 r J t o OREAAN 0�AC A I�. �al1`S (o- to two 7400 SW Landmark Ln. SIT1999-00052,BUP 1999.00329 _ M i.n4L:a Pt_�oilty ?i 93en- 1_P IeLa. 9 41 of 63 Thio Drawing• including the information hereon, DUOTE 0 JOB / 1 UNLESS NO'EJ9gACE USE 112' FLANGE A-307 BOLISGIPI FOR GIA? l AP, GIRT TO FRAME, Building Code: 97USC remains the property of vp Building. Wa 1 Se C o n d c�r CA99027665-000 CA99?8574-0E-1 F._ANGE 9aACE TC FgAME, FLANGE BRACT TO GIRT, UAMB ANC HEADER CONNECTIONS. Lite Ltl(K/Trib Red) 20.0 psf � ; It is provided for erectile the Building BUILDER DATE - U ]E`AI_, FCq BO,.' LENGTHS, Coll. Ld (gravity): 5.0 p9f described in ins applicable purchase Order 1 w1NL7 ANC �PAtiG' EIA ACING ARE AN INTEGRAL PART OF TNF MALL STRUCTURAL SYSTEM AND Coll. Ld (uplift): 0.0 pot ;nd ;hell not be modified, repro%. cod mgr. DATE By otaC Elliott-Sheets Constr., Inc_ ) 07/29/99 SHOUI O HF pRC�EaI.y INSYALLEO PRIOR 10 ERECTION OF MALL ANO ROOF SHEETS, Wind Speed 80.0 mph or used row any at or purooaa without pria� -�-.-- -' Mrltbn Approval Of VP Bulldlnon. CUSTOMER Glenn Hayter tItE AEMUVAL OR AL TEAR-;pN OF MALL BRACING wIT1KMJT pRIOp AUTHOAI2ATION IS PROHIBITED Mind Exp, Cat.: 8 The Banarei Contractor end/or tractor / 15: 50 i Ground Snow: 25.0 pef -__ 1e solely responsible fur accurate. goad LOCATION Ro•it Snow: 25.0 nsf Duality worweanahip in greeting this Tigard OR Snob) Exp. Cat.: 3 Building in eenforp;nee with this - - — - PROJECT — -- - VP BUILDINGS I DRAM/CHECK rp+eT+^ nrewinp, Delule refer;nc;o In this Orering. � — LEGIBILITY STRIP Cf'1 �ii'III� fill !III I�,�� III�II' II�IIII �Ill�ltll IIII�IIII j11111111 W111ill lii��in � in�� ii��l+ili�liii�iiii iliililli iln�nil IIIIIIIII illl�llll IIIIIIIII IIIIIIIU ,� - O I 3 4 5 f3 L! I�O I I 112 113 114 I�f3 117 118 1I9 2� 2�1 2l2 2�3 2�4 2�5 2�6 2�7 2�e 2�9 3'0 i0mm.i em �1 e 1 11 I 01 I I HONI 0 100 1t �1 .1,�,�.►1�u1��1,�.11,��,��,�J,11,1��11J�.1�.�1�1�.IJ,trltl�l�I Lila l.ia�l.�.l I la_li.I.�.l�liJ�l� .I.I.�I��a.1.�1.�.�1�1•�.�.1.�J.�l�. �I.��li.l��.I,L.�U�1�.1�1�.�.111;.W.>_d�Ja.�.�.1.�.1�1.�.a.la1�.��_ w ��• r- YIM�tA�kM�"•».•,,-••,,�e,...+..«i...»,er.,+ruf . w _ 'waArlM'+�*�+r`+.r�+r!+rt!nt�RMWMeyM"w"rM:lvrweeiM4*IrM�rr'MNMrr,N+�Ai*n+wlpMrhW�,+",[rt'HIVmIlIiRMt�MAiM,,..we..,N!a+tsP•.•:,.,•mwr«.w,,.+,",.,"w*gwMM!MF>•MA smMrwn,rw�rnrn+Rfru.a«.sirovrown+r+:r�rru++...�.,.•.,.�+• ..�,-. •,, h . .. .. - - ,. tiawee�, - _. -. ., nn.k+wnv+� r. #�Vw�'Nr+MrMlYlr'M'��'w+w•+�Y+Mw+'+hM.S, Mph �.,1,rwtn„ewrMa►h+r.w.+.M.r+•,r..�.-.n.�i..�w�r++w„++r!«+a.wt.w.,+.wm�.7raowY..�+++Mvti.Nw+,+!w�+hMMHr.*'Po""nw"M�WbNMY`�o'""-w"..... .... .'�' Yyi: II I -- SECONDARY - - ------------------ FRAMED OPENINGS ------------------ WAAK LENGTH H( OEPYH FOO -LOC- MARK _ENGTH THK DEPTH 4PGOW30 21'-8' 105 a 5 1 HEADR CW550 12'-0" .059 8.5 4PGHM31 51-2 1/2" 105 8 5 1 JAMBL CW546 16'-/0 1/2' 059 41532 21 '-6" 059 a 5 1 JAMBR CW546 !6'-10 1/2' .059 8 41G33 5'-2 1/2" 059 a 5 1534 20'-10 1/2' )59 a 5 133t 21' -7' h9 a 5 G i _Y 1 I I Z034 1035 I i I i o I 4 Q q I � - ZG31 — — _ ——--- ZG35 ( DIT7`0 —T— -- I o • lyCl ��l (2� ILL ♦ A;off Qoi.Ts. `n I I Z 4 Z035 I I I f O I N Cn I m --- 42032 -- 4ZO33 (- I 0 I Lo 4PGHW30 _ — 4PGHW31 a I OR! .r fV / 1 / I I ' t JBCI Jaci 2'-6" 12'-0" 5'-1 3/4" H-- ------- 20'-0" _ -- 19'-7 3/4" ----- --- -- — _ �f31 40'-0" WALL ELEVATION AT WL? rr (31 NF �58621PE�9 u�A 10� u i1 4 1/4• P L 7400 SW Landmark Ln. SIT1999.00052,BUPt oc9.00329 42 of Fs thl■ �n■r\� 1e o■1■d en1Y ■ !n ti Rw�n.un ■ . This Upswing. Including the Information hereon, I QUOTE 1 JOB e 1 UNLESS NOTED, JSF 1/2' FLANGE B A-307 BOLTS FOR GIRT LAP, GIRTERC i0 FRAME. Building Code: 97UBC Plague the property or vP Buildings Wall 1 �e c o n d a f^ y CA99027665-000 CA9926574-0E-1 FIANCE BRACE N0 NAME, FLANGE BRACE 10 GIRT, JAMB AND HEADER CONNECTIONS Live Ld (W/Trip Red) 20.0 pet _—_— SFE JOB DEIAII S FOP BOL' LENGTHS It Is provided for erecting the Building ------ ----__----- .} 2 WIND AND FLANGE 8AACI4G ARF AN INTFGRAI PART OF THE WALL STRUCTURAL SYSTEM AND Call. Ld (gravity): 5.0 pef daseribod In the applicable Purchase rSdor BUILDER I GATE SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. Call. Ld (uplift): 0.0 pef end ahatl not be modified, reproduced fiev, oATf ey OEeC. Elllott-Sheets Co,istr., Inc. - 07/28799 Or uaad for any othe• purpose without prior Kind Speed: 80.0 mph Written Approval of VP Buildings. CUBTOMFR \1 /� F TIME REMOVAL 0� ALTERATION Or WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED Mind Exp. Cat.: B Glenn Hayter The general Cnntractor end/or erector Ground Snow: 25.0 as - - - -- - - -- \�� 15: 12 to lite rreaonalbit for accurate, goon LOCATION_____ Roof Snow: 25.0 pef Ouallty Workasnolp In erecting this Tigard OR - Snow Exp. Cat.: 3 Building In eonrormene. with this t DRAW/C+ECK Drawing, oetefl■ rot" cod In this L-vWirg. PROJFCr V VF BUILDINGS --+— - --- t Seismic Zone. 3 ail spolicabl. vP Builotnge fraction ..tails 4332 LANG'fARK VARCO---PRUDEN --- --- - -- LEGIBILITY STRIP CM 3 4 5 6 7 8 9 10 I I 12 1117 3 14 16 '�IIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIiIIlii+ulllini�luiIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIII 26 27 28 ale 18 19 20 21 22 23 94 25 e 30 0mr+:1 Cm ` i t zl I I 01 HONI a 103 1 lad .�.1,�111�1 r11alt la l I �1�1L1�1�!� 1.I1�J LLI�I��I�1.�.LLL.ILII�i��.l�l�.11l�.lrl�liJ.J tI�l.Jia.lJ1JI�_L�i�l� llJ1.�IJIIL�J �!>1�1�.LLI L11.111.1.1 L1�LII�ILLLI_LLLL�II1.(JIJ�I GI.�JJ.I�L�ha.�Ja�1� lJJ11l.1l>I_t 0z CD ' +h. yw.ww.n,++,..+....rws+s+nM:M+I..'�a�/ . wMMahens*M."►'+MNKe9inlrvMP"ur'.nw, _ WYWheh�7�+wM•1 ✓ .. .. ..art..*...... ... .-. .re*F„',n...q dM11nMNRMk ."rCe. _ -..!MY w...».•pWw+a`MMw.r•1►iM w....•r,�w.«rr wNtN.wwMh: ,Nw�.hw,w..www.w...+r.r.:::w.,..+rw.,.:..... ..,.r..w+s.,w.+nw.M'.aar..r+.•w....awr.,..wr.w4,.Myp - ... "v.NM✓!,rRwM+Mn.+M�^.•*+we#f�'MN,.nMMMM'�'irrN.w r�F�MwMMMtr4ewon ^"w.rinw+rW' . a' I z ;..r SECONDARY - - - - ------ HOD BRACING MARK LFNGTH 'HK DEPTH MARK LENGTH OIAM 5PGHw40 23'-11 3/4" !U5 d 5 5RO07 37' 6 15/16"1 1/8" 56,10,444 23 -11 1/2' :05 d 5 S,� G r4�.G (o P6•rw4: 23'-11 14' 305 B 5 Tb (O' ::'� .I*:•=='}• ?045 25' 7 f/4" 0'Sg d 5 y IG4EY P7'-2 1/2' 059 B 5 IC49 25' -71 — w.P. -1 ��p - - - (o+x✓✓ ,! 3/l�." TvBE SsLr/f I"♦ A 3 L S . sEs: S.TWr DEsIs;fJ *'M1 "Vr ff SPAl�Nfn . gol.T t R•oO "�►O, �Ih.V :Ple ArP. Srit.✓r wA 6/n/C GAV v S q /.J �0syfoWfJi PLAI.Iy Q ZG45 046 __ G45 __ _ G46 --- - -- ---_ - - -ZG49 -- v i - Z045 _ -2046 _ ZG46 -- - ZG46 Z649 NM , i Ln - ZG45 - _ ZG45 ZG46 ZG45 1 ZG49 o� 117)I nJ ZG45 _- - - Z046 - A x -- - I - _ - - -- - - ZG46 I Z046 ' ZG4g U, I I X111 I 5P6HW40 PGMW41 ori 1 _ PGHW41 _ - — PGHW41 _ 5PSHN44 LP GoI.N.lE�-1Tc� '>Ur Q A L L- �J / ►+------ -- ___ ___ __—_��— 24'-0 +}• _ 24'-0" _ _ 24'-0"_-- --- ---- - 23 -p"- - — _ 120'-0" WALE- ELEVATION AT WB2 OIN Y 12 3cc07PC84 Q �9621PE� oy9� Q it I 0, OREiON I 0 7400 SW Landmark Ln. SIT 1999-00052,B UP 1999.00329 43 of 63 This Drawing, including the information hereon C r� OWTE • JOB • ! UNLESS NO'fF. USE I';?' DIAMETER ACE T BOLTS FOR GIRT LAP. GIRT TO FRAME. Building rode: 97UBC r.melne the property of YP Buildings. Wall 1 Secondary o n U c��, �/ CA99027655-000 CA992657A-OE 1 Fl ANGE BRACE 10 �RAI�, FLANGE BRACE TO GIRT, JAMB AND MEAGER COYf�CTIONS. Live Ld IW/Trip Red) 20.0 pef - - • SFE JOA XIAILS FOR BOLT LENGTH$, COIL. t.d (grevit ): 6.0 pef It ie pro+Seed for eructing the Build ng 1 NINU ANY, F.ANGE BRACING ARE AN INTEGRAL PART OF THE MALI. STRUCTURAL SYSTEM ANO Y described in the applicable Purchase , -Mr _ SUILOER DATE Coll. Ld (uplift): 0.0 pef or :hall not be :edified, reproduced REV. BATE BY �& Elliott-Sheets Constr., InC. -- 07/29/99 SHOULD BE PROPERLI INSTALLED PRIOR TO ERECTION OF MALL AND ROOF SEIEETS. Mind Soeetl: 80.0 mph a used for any other Purpose without prior CV6TOMEq Written gen ral Contractor of VP mdlor tr. __ Glenn Hayter TIME REMOVAL Op Al TEgATION OF MALL BRACING WITHOUT PgIOR Al1TMORiZATION IS PROHIBITED Wind Exp. Cat.: B rhe general COntroftVP ad/or Es:etor G^ound Snow: 25.0 pef is eelaly reapeiMible fpr accurate. good LOCATION Roof Snow: 25.0 pef agility workmanship in erecting thio Tigard , OR h-- l DRAM/cNECK Snow Exp. Cat.: 3 Building in Conformenee with this — -- — -- — — VP BUILVINGS I Drowine, D:talls referancatl 1n this Drawing PROJECT a1 Seismic Zone: 3 I all epp11C:D1: YP eulledl Erection Detail 4332 LANDMARK VARCO-PRU0EN llnl�uul!IiIIIn1I11�Ilnul�l!Il�lillnll��lllluullln� y� LEGIBILITY STRIP Cm 0 1 2 3 4 5 6 7 8 9 10 1 I 0mm.1 Cm 12 13 14 16 17 16 19 ?O 21 22 23 24 28 $$ $y 2E! 29 30 CD V � t„ e 3i� t y al 11 01 b NONI0 10z �0 �� 1n^<wwry«.,ur^>^werwmrwN.+r.+.+qac.:.y..u.�,}Mia!'.^r+!'.!<7^""'!TrF'bti:n.'Aewh�'�t1+wv1{t"-C-wysilrrN MWO,?/�!MRh'.MI�AR�KA'P'^RM H9M+•I� MF'vwMM"w.�.�..w.. �M.MMYhIn,r .. ... - ,... ... !fY!!�mR..,. .... . hNFY•YM9' w�Y.wwr�r�•+w+h'�AI*+LyWM�M4YN1""H ++rr.yrw..+rwrYrwA..,:a.. 'fir ..r.. ..— �,++W...u.'...in +« r ..-... v ww +� . v ....«.+. Nya+vnr«r+."r»......rw."•.++N ....,auw .-�'pMNr.'+R'�M!Mwfl' �, „� .. M�*YMr�wt•." •. Ji i ------- SECONOARY MARK LENGTH 'HK DEPTH PGHW529 15'-3' 105 8.5 20530 1G'-3` 05y 8 5 1 ( )RSCio, (21 R561 ,RKCHIO.RKCH15 ZG530 0 i in ZG530 m o I I ti N © fV O .I PGHW529 i LO II N ITi-r kJU- �y I r — — WALL ELEVATION AT WF2 �(31 N F� %y9 pE 9 r a GFA:D? � s OAEOON qtP 14 10�e 7400 SW Landmark Ln. S1T1999-00052,13UP1999-00329 c_�y_niuuP1 Alda 1 Plana: ?Fi 44 of 63 LNLES'; NCiEC. JSE 1/2' IIIAMETER A-307 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Code: g7UgC This Orewing, includ-ng the infarestion hereon• OI1pTE / JOB / w~- reniaine the property o/ VP auiloinge. W a 1 I Secondary CA99027665-000 CA9926574-0E-1 FLANGE BRACE �0 FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Live Lng Code: Red) 20.0 pef . SSC J09 DF-AILS FOR BOl-T LENGTHS. W:NC AYO ANGE BRACING ARE AN INTEGRAL PAR? OF THE MALL STRUCTURAL SYSTEM AND Call. Ltl (gravity): 5.0 pBf It to provided for erecting the Building :- doeartbed in the eppllceble f+urchns Drder BUILDER DATE " S' OU 0 HF PROPERLY INSTALLEO PRIOR TO ERECTION OF WALL AND ROOF SHEETS: CO11. Ld (uplift): 0.0 pBf end .Hell not be madifI . reproduced REV. DATE ar oEeC Elliott-Sheets Constr.. Inc. ---- 07/28/99 aEMCVA� Ow ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION I9 PROHIBITED Wind Speed: 80.0 mph or used for any other purpose without prior --. ____ — _____-_.. .. Writt. Approve, of VP eulltlinys. CUSTOMER Wind Exp. Cat.: B \v/ ) TIME � The were) Contractor end/or Erector Glenn Hayter _ Ground Snow: 25.0 paf -- - -- - --- ---- --- 15: 14 1■ eaiaiy rasponaible for accurate. good LOCATION Roof Snow: 25.0 oaf Duality Morkeenehip in erecting this - --- - - Tigard OR ((( -- l Snow E;cp. Cat.: 3 Building in eonforMnce w:th this I DRAW/CHECK 9Biam1C Zone: Drawing, Details reforencaj in this Drawiig. PROJECT VP BUILDINGS ell applicable VP Buildingt Erection Details 4332 LANDMARK VARCO--PRLIDEN -- ---.--- - .Y... O 2 3 5 8'il 1111 Illi 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 1111 III VII II'"'`1II II II 11 li IIII 111/1111 1111 1111 1111 'III IIII IIII IIII IIII IIII IiII IIIc IIII IIII ""� LEGIBILITY SCRIP �� I � I � I � I I I I � I I I �' I I I I I I I I I � I tJ — 10MM.1 CM (� I I 12 13 )4 f 16 17 18 19 20 21 22 23 24 25 26 27 28 20 30 1 CD Z I I I 01 _I b HON 1 9 t OB 1. �.I�.LI,I,LJ�.LIJ,�l�1ll J�IL.lI1I;LLII,I�ILL�I_ LILIII�LLILI1L�lLII. LIIIIILI-LIJIJL�LIII .L�ILl�.1�I_LLI.1.�,1�.1.�.1 lI.I,I,LIILIIIIIIIILLL.LL1�1�111.11�J,�l.�l�l�.1.�„L�1.�l�.l�,I��1.�1�.111�I�J-i, 1�.I�.LI11J ._Oz Y . - .N��..O.�+•v»,.�.+...ra...,«.w.,•.,w.�+r.w.ivwww**�.aiP•wMe�.«r+ar . � �7+•VlMf.�.'�1MIRMI�Y�►w..."..Awu.y.r NMI,�Ctl�Y�IMNewIrMYn,WM�YwM^AYrn'+W.w�:�nnl'+•.re'F4w,t r�,••- .-•+.'..wcw•,+n,..n••wane....+rww�••.sur+`1Mr+sM+M+�`sMl..••gwMwaMr��M�i..:.�n.,., -+ .rMrMw++•laT+•rrw,.-..yr�,..,��.rn.,.*tT�M�M ' ,. �.. .. .. ea00e1ho"1100 ...MM^+MMNMMVe1.M.'S�,ni!'seifMaw�.l'M •> w ,nr.,ew.rr aa.� ...ane+ r.. ,k, »w+4Mtr+ w vrr•ra +�•. ....r.., w.+.w.r"•`MM4NlwaM1'M1 '4*ww!"�Wµf"d'nr,'++.++.na «....n,....«w.•/.wl.,,hw.ww..ww,..+..ww.MMara.«+.w:►.,iV+wlwx+•. ! � �,r •.'��"'4 .wn. r :•m�,rq,tA'rM�1Mr!�kM"� °tl""w'r'r`+a` { .._.V. t� !I l� I -- --- -- SECUNUARY ------- - - ---------------- -- FRAMED OPENINGS ----------------- MARK LENGTH 'HK DEPTH FO• -LDC- MARK LENGTH THK DEP1H 6PGHW65 3' 0" fob 6 b i HEAOR CW565 8'-0' .059 8.5 fiPGHW68 3'-8 1/2" P0b 8 b 1 JAMBL CW561 11' f0 1/2' 059 B 5 6LG78 14'--11 1/4 G59 6 5 1 JAMBR CW561 11' -10 1/2" 059 B 5 NGHW66 3'-5 1/2' tOF B 5 ZG69 14'-2 1/2 Gb9 6 5 ZG7C 16'-fi 1/F 099 H.5 ZG11 1R 11' 0'.19 B b � Q )RSC10, W RSBio, (3)RKC15 M I 62078 2070 I v I m I i ZG69 670 I o 1 I • zGeg G7o _ Z71 m I Cu 07 fU Z 9 1170 Z 71 Lrl GPOHW6 PO -- -- — PGHW56 GPGHW58 0 I I . t • 1 I JBC! JBC1 JBC! JBC1 JBC1 JBC1 � fe 4.-0 2 -13 moi '-4i�� -a--01 0+0 3'-7 3/4" Imo-- - — - — 13 -4" — 13'-4" _ 12'-11 3/4" We 40'-0" �I WALL ELEVATION AT WL3 EKED P R pFf �1 ff GFA)oa ��V �a1nrF� 4 114" ��i,, OAEoON 7400 SW Landmark Ln. UQ�`r S1T1999-OOOG2,BUP1999.00329 �AO A1R�I��g fig- 3� •ITvo� --- - rQd; rA Pt`n3ky ?1 RIAS t Plane R �-- 45 of 63 f 14l ESS NOTE; This orwing, including the information hereon. OIATfE • JOB • JSE f/2" DIAMETER AC307 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Code: 97URC remains the property of VP Building-1. W^ 1 - - P SEEJO BOF-A "0 FRAME, FLANGE BRACE TO GIRT, JAMB AND IfEADER CONNECTIONS. Live Ld(W/Trib Red) 20.0 pef d 1 Secondary CA99027665 000 CA9926574 OE-1 SEE JOB DF-A GE FOR BOLT LENGTHS It to provided for erecting the Building Coll. Ld (gravity): 5.0 pef described in the applfeeela Purchase Ord•.• BUILOER DATE IND AND cL.4NGE BRACING ARE AN INTEGRAL PART OF THE MALL STRUCTURAi. SYSTEM AND end snail not es codified, reproduced REv, oATE By DEeC SHOULC BE PROPEWEr COIL. Ld (uplift): 0.0 pef or used for any other purpose without prior Elliott-Sheets Constr., Inc. 07/2E/99 INSTAL LEO PRIOR TO WITHOUT RI MALL AND ROOT SHEETS. Wind Speed: 80.0 mph Written Approve) of VP Buildings. -- `CUSTOMER -- AFMOvAI On Al 'F�A*ION �F WALL BRACING WITHOUT PRIDR AUTHORIZATION IS PROHIBITED Glenn Hayter TIME Nind Exp. Cat.: B The General Contractor end/or erector Ground Snots: 25.0 pef "— - ---- ----- 7�_ u i5: i3 ied)aiy r Openalbla far accure a, good LOCATIONRoof Snow: 25.0 pef ouslity Workmanship in erecting this figard OR guildfno inconformance with thio _ ORAM/CSIECK Snow Exp. Cat.: 3 browing. Do oil@ referenced in this Drawing, PROJECT VVP UIDINGS Seismic Zone: 3 all applicable VP Butldinge Erection Details A779 I ANnMACIK VARC n—pgIInFN - j ......t. .. :.. .r,.«. .y .. ( 7 III�IIIIIIIIIIIIII�IIIIIII!IIIIIIIIIIIIIIIIIIIIII i f LEGIBILITY STRIP o 1 2 3 4 5 8 7 e 9 10 11 12 113 114 116 117 1'e I'9 210 21 22 23 24 215 26 27 98 241 30 y� ipmm.i �m - t h•, 'f CD Z I I I OIHONI s 4 l OZ g �J�.L_ . 1.�:1�1,11.11.1.� .t,l►_111;�.I�.11.►:;I��.l.�J i 11.1�-I�I a-I�I.a l�.l��l l I I.�l�.l(I I.I.�J��.I l��I II.IJ�L11.11 Ill�l��11►1i1.1.1►l.(.I(1_�.1.11��,�i.L►.��J�.l.�,.�.�J.i.Ja1.m �J.t1.1.�1.).Ja.L1.1.1.J�.�1,1 i,�1��1>.I.�.J.i l oz . "LSmAeaN'NMAIIIi.11M' '•r.,.«..,M:....,.,•«.,,Aq„Ic„e.n,.wmanwM+.wn+w �!r�wrr..n ::.,+nm.«.ss,ww, marww..winew.+,.pu-.r rewmww- - n.<n.w,.nw+M.«t• - - _. .. _ ., .. .. ._ .. - - + w sr w,«...www.,w.�••zn.,. ac+.,ww•.- .-+raw„ _ :rwMuu.rt•aww .. :. . . ., .. �n�yjla,k.w.' ,mw=+t'e'snM�r/uM!MSR*ls,rinirMleriW!?!�'ikM!MNrM"M?,i!*.xM:..... .: ... ::.. .. w�wrh-e,Mvw.wy..::<,.+.m+w ••+,+.w+w•w+r rl,. ',✓s+vealA�.awMMN�Y..ura*wrww«+h• i+ +1 JL� J ----------- SECONUA14Y ----- ----- MARK RUU BRACING LLNGTH THK DEPTH MARK -ENGTH OIAM 7G536 J1 -11 112 013 8 5 P7ROO21 36' 10 15/16'0 3/8" Z0536 O itn "Z Z0535 O O C%j ru O in H 21 to 11 Tyr w� 3 -0" 0' 32'-0 WALL ELEVATION AT WL4 b GCC'U'1;:T84 �5P,62 PE 1 OR[-ON- 7400 SW Landmark SIT1999-00052,BUP1999-00329 I pjAnp p7 46 of 63 Ln. 4 This newas UNLESS N07FD. u%. 1/2' DIAMETER A-307 801. TS FCR GIRT LAP. GIRT TO FRAW, This 0"wing, including the imformation hereon, QUOTE 0 JOB 0 FLANGE FIRACE 10 rnA*., FLANGE BRACE TO GIRT, JAMB AWJ HEADER CONNECTIONS Building Code: 97URC remoinm the property of VP buildintill. SEE JOB OIFIAILS '-JO HOIT LENGTHS Live Ld(W/Trib Red) 20.0 pof Wal I Secondary CA9902"7665-000 CA9926574-DE-1 P WIND ANC FLANGE 94ACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND it is provided for erecting the Building Call. Ld (gravity): 5.0 pef scrill d in the applic:01sribur ochas Order BUILDER DATF. SHOULD BE PROPERLY INSTALLED PRIOR 70 ERECTION OF WALL AND ROOF SHEETS. Call. Ld (uplift): 0.0 psi d.fd a, t if UC:d REV. DATE By or used I no be Rod I d. Sor d am. Elliott-Sheets Ccnatr., Inc. 07/28/99 Vrittal I r any other purpose without prior RIEMOVAl On At TEAAT*,ON OF WALL BRACING WITHOUT PRIOR AUTHORIZATION 19 PP43HT8frE0 Wind Speed: 80.0 mph Approval of VP Buildings. CUSTOMER Wind Exp. Cat.: 9 Glenn layter TIME Ground Snow: 25.0 pef The general Contractor and/or Erector Is solely reeponsicie for accurate. good LOCATION 15: 131 1 Roof Snow: 25.0 pof auslity workmanship in erecting this Tigard OR Snow Fxo. Cat,: 3 Building in conformance with this ORAN/CHECK Drawing. Ostalln referenced in.thill-arlying. PROJECT VP BUi�L�I�G�� .LEGIBILITY STRIP Lm 11h1hi hJ111 111111ill T111 0 1 2 3 4 5 8 7 8 10 11 12 13 14 1 �1 'I I, �1 1 10 M M I C r" 83 7 9 20 2 2 23 24 25 26 27 218 29 30 01 J HONI 11' 0a 10a CD F,,I ,,,mw,,I,I ,,-M.,,, I, IN -1 1!wiam ea'll 11, ji, 1406 mm mina mom "o 00 lj olm -0 A -4111".1 biwo qw"00 Vol 10000*0 101 io.10111i to 10 1 IN M ..t ..R SFCONOARY ----- ------- MARK LENGTH 'IIK XPTM PGHN529 15'-3" +.05 8 5 LG530 15'-3' 059 B 5 I O 1 , CH 0,AKD II I I I I 20530 I o I I �t1 1 I ZG530 I N nJ � �N O I tf'1 PGHN529 QA LA, 11�j1 LJ I nJ I R i I , I I1 �. 16r_On WALL ELEVATIGN AT WB4 l �o�S��PEr N of F s C cf A1Q;: �� 58b2 I -Z060 9 ❑n i.3aa ca Pro fc 7400 SW Landmark Ln. 'v�lr 14r 19�` 1 y at Rinn-1 SIT1999-00052,BUP1999-00329 0o Adkl R �� 10 47 of 63 1 UNLESS %otEJ. USE 1/2' OIAME7ER A-307 BOLTS FOR GIRT LAP, GIRT 10 FRAME, BUSltl1n CDtle: 97UBC This Drawing, Including th■ tnforeatfdn hereon, QUOTE JOB / k SEE BDET '0 rORrAAS, FLANGE BRACE TO (;IRI, JAMB ANO HEADER CONNECTIONS 9 reerine the property of VP Buildings. Wall 1 1 Se c n n d a r' y 5EE JOB DEiAI_5 FOR BOIL LENGTHS Live Ld (N/'Fri4 Red) 2.0.0 pef CA99027665-000 CA99PB574-0E 1 It f■ prodded lar cru-ting tns Building — --- 7 MIND ANG FLANGE BRACING ARE. AN INTEGRAL PART Or TIfF WALL STRUC1l1RAL SYSTEM ANO _ _ _ Coll. LC (gravity): 5.0 pef described 1n the "Pllcebls Purehese order BUILDER SHOUI G BF NROpFAt r INSTALLED PRIOR TO ERECTION OF MALL ANO ROOF SHEETS. CD11. Ld (uplift): 0.0 pef end @hell not be Modfffsa. @oroducea REV. I Dpi, er\ oEBc u — OATE I, dr mood for any other purpose without prior Elliott_Sheets Constr., Inc. 07/28/99 x; -- - -- — Nind Speed: 80.0 mph REMUVAl OR AL'EPA':DN Or MALL BRACING NITHOUT PRIOR AUTHORIZAYIDN I9 PROHIBITED Written Approval or VP Bu:ltlinge. CUSTOMER Wind Exp. Cat.: B Glenn Hayter TIME Ground D.Snow: 25.0 pef Tho Goner@] Contr@c;or end/or Erector -- --_._— -___ .. ._ — le solely responsible for accurate. good LOCATION — -- — -_-- — _ V�T- i / 15: 13 Roof Snots: 25.0 pef poalicy nork"nehio In areCcthis L� Building 1n conformance with this Snow El:p. Cat.: 3 __ ___ ___ __ __ igard Oso RUILOINGS ORAN/CHECK Orewl details rersrenced in this Drerfng. PnOJECT Seismic Zone: 3 all eepllceble VP Buildings Frsctfen Detail. 4aq? I ANfIMARK VARCO—PRUDEN �',~ LEGIBILITY STRIP Illl�lllullil��ll�llilll�l�nlllll�nlllnll�illi�lu�l,l�il�l; ,, oll0=i cm 2 3 a $ g 7 g g IO I I 12 13 14 Ir 17 i6 Ig 20 21 22 23 24 25 26 27 28 29 30 C P I I I OI ' b HON�jj g IOZ 4 11 .1�1�1• �lilililllllilllil-Illlilll�Ill�llli,lill�IIIIIIIIIIillll.LLl�.lil�lll�l.il �l1LLILIIIIIIIIIIII� i.1lL�lilil((_i.1�1111� 1_a aItI�III)t� > Oz e. S .a�.Wlrr.w!•�e•+•ww..',�+nw.YrM ik1MMhMm+en waw. yengw,syeMr, �r�w�,. �' °" _ Mx�+rrrr.m�sa'MYMtrtktn+.•.Mw,MMMert+*F,.Mm•xw.y«r+.M°Me•+nnrwYrh•..gwY.w,...,.,«w.....«,....»......,.,..;..:,..,.,..,.+...,•.»MMM++rrxmwr,•a•.WY.r,e»NNr!�«+n�Jp�+,..wmrw«.r•�;.•...r•..�y,+r.w - .. . .. .,.. ... .. ... .. .., ,. .. ., }MrIIM�All . lll,r, TI ..�.rr.w.rRM., Yw Li • � Y.,MM WY'...YI unlL'Aw kww•+•A. 'e(riy�.Hvn w++•rwYµ18WWIV . -,. ...... ... .... . .. .. llk`MP(Y'�NFf�r�MVk!YYA1f�. .. ....., .- Y?r'"1q^M.^k^. •,MR7*"?'fl', r a .•r.r-,•rA•r�•«F:... � rroe�,..p."�,••++'4+M w!M.�.�4r!M!•.+ivwMrM�IW4p�lr'w.n. 'PMMNWwnYen•Nw,r+M�MM.WMM�o'.,,rof!a++« n+r +r•, w.ww...... .y,w ..w.+. MWNfw4. ww.wtiF++. wNY'+. dM."'WrN�4+YkAlu/MM, - _..». , I w w; r mq f - ----------- SHEETING --- -- .. - -. MA::K ENG'" THK CO.OF ;FTN..Srf) ^1 Sb'-fi 11/16' 24 5tandar0 Color (GALVMI \S 55 2 34'-31 1/16' 24 Standara CGiur- 'GALVM) _ - 50 -0 120'-0" 100'-0" 55;;3 40'-! 1/16` 24 `:',tandard Cr.ldr (GAL VMI -v�_� _Sal Md' 4 //76` 24 Stanparn Color (liAl_VM) � '--'-- ��-- - - 5SV.b 9'-9 5/8' 24 StanddrC Color (GALVM; 55x6 31'-2 b/16, e4 Stdnoarc Color (GAL VM) 55 l! 1b /` ?4 5tanderd CG:or (GALVM) SStB 26' a f/tl' P4 5tandarl CG:or ;GALVM) rt ' r a I ki 2 INN I rFTMT] I I I I I R I I 1 R I - - -I• i 1 I I -�--� I 1 ' I � I I I I I I AC,CFOI 7) GF0 I It D(11315) in a - S9 7 I I I I I HI ! I I I ( I I v - I I I ISIIIECD 6 I I _ I _ I he----- — -- --- - -- --- 270'-0 \g��f�EO PtiOfFffi� �1G IN r ,i. S;ar; PAne1 D1r^. 1 ' -0 (Cut Dim.- 1 ' -1") 56621/f� 01111091 f 7400 SW Landmark Ln. 14r Aoe�- S1T1999-00052,9UP1999-00329 �D404, N • i n r�D1� ea P" l1LY ?1 R'as 1 P 1 nn 10 f f 29 48 of 6? This ormrfb 1■ W21Ad www- r •n fhE rw.....�� lurnf�hrd h� Ifp�11d1ne 1 Iretel) Sheerin F^ This Drwino, incluoing the Infer ion "room. our TE 1 JOB / fl o GAGE t0 PURLINS. ( LiveBuil Codi: 97UBC reewtnr the property of ra B,►fern,.. Roof Sheeting CA99027665-000 CA3926574-OF-i 2 "If 7RILLINC 1/8' C:AWTER HOLES FOfi ROOF STRUCTURAL FASTENERS Live Lng Code: Red) 20.0 pef MAr Elf nEOU: ltC AT 17 GAGE PURI INS. NESTEI. PURLINS, PURLIN LAP Coll. Ld (gravity): 13.0 oaf It in provided for erecting the Building BUILDER DATE LOCATIONS. AND/OP SECONDARY STRUCTURAL BEAM9 - 3 ROOF SHEETS AQE AN INTEGRAL PART OF ThE STRUCTURAL SYSTEM, asseritwb in LM eodill d. Purehue order Call. Ld (uplift): 0.0 oaf end mall not M sodl+fed nproauc.o aEv. DATE er DEttC. Elliott-Shee_t_s Constr. Inc._ - — 07/28/99 Mind Speed: 90.0 mph Or uesd for any other purpou runout prior CU9TONEP L •- REMOVAL OR ALTERA';ON NITHOUT PRIOR AUTHORIZATION I9 PROHIBITED. Written Apprevel of w eufloinge. Glenn Hayter TIM. Mind Exp. Cat : 9 SEF JOB DETAILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. The Benerel Contrseter ane/or Erector Ground Snow: 25.0 paf — ---- — -- - - ---- - fe solely rewonsiEtr• for accurate, good LOCATION Roof Snow: P_5.0 oaf Duality work"nerilp in erectihe trite Tigard , OR - — � ORAW/1HECK - Snow Exp. Cat.: 3 eutldino in conforsime with this Seismic 'ane: 3 orwing. Details referenced in this Drawing, rROJECT VP BUILDINGS ell to imeals w eutioings Erect lon Datarls I 433e LANDMARK VARCO-PRUDEN i I LEGIBILITY STRIP ' "" 1111111111111 IIIIIIiIIIIIIIIIIIIIIIIIIi�lll!Illlllnlli! it ililllli illllli!III iI11i lu i) IIiI�U,IIIIIIIIIIIIIIII!II !�'i! I ILII " -- -'�� - .--•-�► O 1 2 3 4 5 5 8 9 10 1 1 12 13 14 16 17 18 19 20 21 22 23 24 25 28 97 28 29 30 ipmr,:iC cm - F•. Z'1 I I O1 '' b HONI s .. i I,ll� �l.lJ.�J,�lilw !I I l a l I.11 1 11111-I .� i l i l l l�l�.l-I.I la�.11 .�.�1�!�1.>�1 t1�1 x.1.1. I�.l�i i_I 1.1�I i l.�1 iJa1�J�J�I.�J I��li1� �liU J 11�1.I l�I L11��W�l.�l(I.I�.�-1.�.�i Oz ..r.�.y,. ....-.µ.,..:... ,:......................�..,.�..wwr.r.,��!Mvarl+r ....»nweirMMw,MMmwr�M.M��M1fr�rmiwh�-`��f'fMM+tlw _, .w�1�Irt5+'�►'�M.+,�rr*wrw. AM�r�.y..rwr^�......yr+�viv«w,w,»+n•v..+.w-...r.w�.. loop,2M Ill 00"M w'»." � p�ye,M{ r.rsnrrolr,Nu.!Mp+N ,.... +!,»miq *+FyfM�ftly Mk+w.+r/wrxkrrlWK*.,...ww .�'ak+,w+MWy, -* ...y.rnM...�.wa�w...r..,rr,.a,r+AAS+�+rt-...,�.+M.,,wwwnnwww^.rYr aw awtearr�. .�4r we n'*•M +r rvr...+ww.w��Mw. i,�; :i:. fi V I'n ,L, N I' V t i f fG h F'. SHFF`:hG - - - - ----------------- SHEETING ---------------- --------------------- TRIM ---------------------- ------------ MA�Jd FNG1N -------- TRIM ---- _ _ -- -- ------------_- --- -- TRIM ---------------------- 'llK Cp�Oq (FINISH) NARK LENGTH THK COLOR (FINISH) FOIL MARK LENGTH COLOR (FINISH) FO• MARK LENGTH COLOR (FINISH) FO/ MARK LENGTH COLOR (FINISH) °aw39 30'-10 ?b Ash Uray 'K)(l; PRWbb 16'-b 1/2" 26 Ash Gray (KXL) BS1 Patrician Bronze (KXL) RKFIB 16'-3" Patrician Bronze (KXL) 5 JT12 12'-S" Patrician Bronze (KXL) °F040 29'-5 1/1. 2b Ash Grey (Kx1_) PRW56 i6'-4" 26 Ash Gray (KXL) BWA0207 20' Match Color (PRIMER) RKF20 20' -3" Patrician Bronze (KXL) 5 OF10 10'-3" Patrician Bronze (KXL) °AWA! 28'-7 26 Ash bray (Kx,_) PRW57 16'-2 1/2" 26 Ash Gray (KXL) SWC20 £0' Match Color (PRIMER) WRTAI 10'-6" Match Color (OALVM) 6 DF12 12'-3" Patrician Bronze (KXL) FRW0 28' ! 26 Asn Gray (K X,-) PfiW5B 7'-6 5/16" 26 Ash Gray (KXL) BWTIIO 10'-3" Match Color (GALVM) 1 OF12 12'-3" Patrician Bronze (KXL) 6 HTSIO 10'-6" Patrician Bronze (KXL) ;';1W4f 23' 10 1/2 26 Ash Gray (KXL) PAW59 7'-4 13/15' 26 Ash Gray (KXL) CT05 W-1 1/2" Ash P- ay (KXL) i HTS12 12'-6" Patrician Brnnze (KXL) 6 JT12 12'-3" Patrician Bronze (KXL) PRW44 24'-0 26 Ash Gray (KXL) PAW60 7'-3 5/16" 26 Ash Gray (KXL) CTt6 16'-3" Ash Gray (KXL) 2 DF12 12'-3" Patrician Bronze (KXL) 7RW45 24' 1 1/2' 26 Aar, Gray (KXl-) PRWBI 7'-1 13/16" 28 Ash Gray (KXL) CT20 20'-3" Ash Gray (KXL) 2 HTS12 12'-6" Patrician Bronze (KXL) °,90146 24'--3 2b Asti Gray (KXL) PAW62 7'-0 5/16" 26 Ash Gray (KXL) GGC1 Patrician Bronze (KXL) 3 OFIO 10'-3" Patr•.cian Bronze (KXL) PRW47 22'--3' 26 Aar, Gray (KXL) PRW53 6'-10 13/16" 25 Ash Gray (KXL) HCPOL Patrician Bronze (KXL) 3 HTSIO 10'-6" Patrician Bronze (KXL) PRW48 21' -7 1/2' ?6 Aar Gray (KXI.) PRW54 5'-9 5/16" 25 Ash Gray (KXL) HCPOR 4 OF05 5'-1 1/2" Patrician Bronze (KXL) aRW49 20' -9' 2b Aar Gray (KXL) PRW65 6'-7 13/16" 26 Ash Gray (KXL) ICF10 10'-3' Asw C.-,,, �� 1 4 OF12 12'-3" Patrician Bronze (KXL) PAW50 20--1 t/2' 26 Ash Gray (KXI_) PRW66 6'-6 5/16" 26 Ash Gray (KXL) LTAIO 10'-3" Ash Gray (KXL) 4 HTA5 5'-6" Patrician Bronze (KXL) PAW51 17'-2 1/2' 26 Asn Gray (KXL) PRW67 6'-4 13/16" 26 Ash Gra/ (KXL) PCCI Patrician Bronze (SP) 4 JT12 12'-3" Patrician Bronze (KXL) PAW52 17'-1 26 Ash Gray (KXL) PRWS 20'-10 1/2" 26 Ash Gray (KXL) PPC2 Patrician Bronze (SP) 5 DF10 10'-3" Patrician Bronze (KXL) PHN53 16'-11 t/2' 26 Auti Gray (KXL) PRF! Patrician Bronze (KXL) 5 DF12 12'-3" Patrician Bronze (I(XL) PRW54 16' 10' 26 Ayr Gray (KX0 RFR10 10'-0" Patrician Bronze (KXL) 5 HTSIO 10'-6" Patrician Bronze (KXL) CUT 1) BSS,GGC1,PCCI.PRF! - _ RFA 10.RKF16PPC2 I —--1_ -- (9)RFR10,RKF16, (4)A02() I GGC1, PCCI, PRF1 i I , I I i H PGL,PCC 1,PfF I --- =W_4 tWR1AMCFPCC 1.PRFI I I i 1 in PR�45 en to Iq C. I I I I I I I I a v I 1 I i I ' I I I J. 100'-0" WALL ELEVATION AT WL ( F Q 1p ORE80 7400 SW Landmark Ln. •vaQ Ad�IR g��'�, 3 J- D v S1T1999-00052,BUP1999.00329 —Ln Lli4Z--_A__Dro__jU_ 21 R1do i Plane- a 49 of 63 1 Insta;' Sr ee_ing 'noel High Point (a) to Low Point (s) This Orswlng, including the inforestfon Morgan. DUOTE 1 JUB 1 2 NA__ SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Building Code: 97USC Pelting the property of VP Buildings. RENUVAL Oa Al'ERATION NITHOUT PRIOR AUfNORIZAIION I$ PROHIBITED. Live Ld(W/Trib Red) 20.0 psf W a 1 1 Sheeting CA99027665-000 CA9925574-OE-1 3 SFF J011 OC'A;LS FOR SHEETING AND TRIM FASTENER SPECIFICATION. COIL. Ld (gravity): 5.0 psi It is provided for watt, g the sufldlnp 2 PRE-OQILLING -,/e DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS d.aWd derfoetl 1n the lfce6 rchue Order BUILOEP GATE Coll. Ld (uplift): 0.0 pef end ■hell not b• eoffi.tl. reproduced nEv. GATE By oEec ar us" for any other purpose without prior Elliott-Sheets Constr., Inc. -- - 07/28/99 Wind Speed: 80.0 mph — MAC BE NS. A4[)/Or, A' 1! GAGE GIR19, NESTED GIRT$, GIRT LAP Mrftton Approval of VP Buildings. CUSTOMER W TIME - LOCA'IDNS. AVD/OF SECONOARv STRUCTURAL BEAMS Wind Exp, Cat.: BBon Glenn Hayter I 15: 11 Ground Snow: 25.0 pef Is oleely l spondibcontractor end/or Erector ___ — 9_ 1g solely rgepomlble for accurate, good LOCATION Roof Snow: 25.0 psi Ou•lity warke■nghlp !n areeting thio Ti and OR - - ----- Snow Exp. Cat.: 3 Bull 111.0 1n eanfornence with this __�___._ __ —_.__-_.. . DRAW/CHECK Drswinq, Ostgils r•ferancsd In this Dr.wing. PROJECT ILDINGS Seismic Zone: 3 all eoolla.bie vP Bulltlfnps Er.alfan Details I 4332 LANDMARK PRUOEN CM LEGIgILI7Y STRIP I:Ii jIiIIIIIIIIIIIIIIIIIjIIi'I IIIIIIII� ""'Iljli jllllllllljllllllllli Ijlllllliiljii,ili i�O lullliljllilllullllll�lilljilllliuil ;iliIIjIIIIIIIIIIIIIIIIIIIIIIIIjIIIIjIIIII 2 3 4 5 6 7 A 10 I I 12 13 14 16 17 18 19 20 21 22 23 24 25 26 27 26 29 30 iOmmsl [m r 1 T f 1 CD Z 1 11 01 HONI g 1OZ t r. 4 _ Lad a..��1►-�L�LLI,LiI.t��.1�1L�L,t.l_Llal►11.�LtLII►III►ItLI�►.1IIIT)III IIIIII),I(Lt11hTi.i_�LLh(.��t1►111-I.I.J��IIL(I(.I�L�ILI�LI_L1 �1-1l�.lt�ahtl►1111:1Ia.It11.��,IJJ�� t�►J��.I��lt�a�l _oz } ""'MTM"IM.MI•WMMMel !�MpY�•i�IMM1MIMIM^MYw�41A ... 'PI"?MI�INpJIM/pyM�.yW.. .. �nl�C ^V 'i'Y.y1fIT+"y "•HrMM�,'1M VAyytiM. ....yw..r.wr+•r•wK.h .. .. MSN.MMrmoot VW . .. .. wyn,,».»..a+ w,, .M.«+,.e,wm,n..r.rr"•.»«..._.. s ,.+«w ++w.a wqA..."+»...,«.•.. h . •... .wenMaM "..:.....� r,r»w»»...•«u«vr,o...,,.. ..,....Mw.r..., ...ww.«..+,...,...++w,wr,«.w,..,...".r . MMu,a•M"•w� - .w.«e.•• ....rw,.•r•s.-.«.«wwywr�fw,!MY!NCS'.,,-.••,wM'�"!!M�l,.++w►Tl!!Y!Wl!nyN�a"°"^•y+.yo(n•'arq• rw.,.prow.Awwwr'.wry*o•M'� *"„'+AMiY.++�.1"Y""p"!r•"r" rr•....' �r. ",.w, ......»,. »,w.«,»,<.ww+...y .,..: - wxaR,.q.w,aq�MIA�. +{1 / I --------------- SHEEIIN:; ----------------- -------------------•- TRIM ---------------------- MARK LENGTH T'iK COLOR (FINISt-) POI MARK LENGTH COLOR (FINISH) I'IiMle 24'-2 7/i6 26 Ash Gray ;(X_) UE1 Ash Gray (KXL) UNI DSIO i0'-0" Ash Gray (KXL) OSTI Ash Gray (KXL) EG121 12'-3" Patrician Bronze (KXL) EG201 20'-3" Patrician Bronze (KXL) PCAIOA 10'-3" Patrician Bronze (KXL) 1 OFIO 10'-3" Patrician Bronze (KXL) I HTS10 10'-B" Patr_jrjan Bronze (KXL) U2 3 Q P2 `r ON1.OSES121, (2)E6201, (5)PCAIOA ON1, DST1 _ i i I I I I � I I 1 I � i I I o i v PAW36 RECID f t v l ml o o m I I I i � 1 � 1 I ( I I � I OEt,OSTf DEf,DSTf e S 50,_0° WALL ELEVATION AT WB ED F R GE �0 �C,INF 1NE�9 9r• CREW o- &0" 7400 SW Landmark Ln. n .]A? � Plwna� SIT1999.00052,BLIP1999-00329 50 of 63 r• —_ � Pri�Jky �1 ldo 1 Instal: S^eetlnsl FrOel Right t0 Left I This Drewlma including the Information herean, pl1pTE / T JOB / ? WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Building Code- 97URC remmins the property of VP guild Inge Wall Sheeting CA99027665-000 CA9926574-0E-1 REMOVAL Op A.TEMA-T Live Ld (W/Trib Red) 20.0 psf 1t it provided for erecting the Building .ON WITHOUT PRIOR AUTHORIZATION I5 PROHIBITED. 3 SFE JOB DE•AI_S rOP SHEETING AND TRIM FASTENER SPECIFICATION. Coll. Ld (previty): 5.0 pef "" ------ - -- - --- 2 PRE-DRlI. tNG 1/B- OIAMFTER HOLES FOR WALL STRUCTURAL FASTEWRg and smallbed in the nodifceble reproduced order BUILDER DATE Coll. pe (uplift): 0.0 pef and shell not b• therf ur sepwithoutl rev. Dere ev Deet. Elliott-Sheets Constr. Inc. 07/28/99 Mind Speed: 80.0 mph or uutl for any Debar puroow without prior, - - _—_� VyT/V'_ —MAY BE (Mitten Approval of rP Buildings, CUSTOMER --.E0.Iti•ED AT if GAGE OIRTg, NESYEO GIRTS, OlRT LAP Wind Exp. Cet : B Glenn Hayter TIMELOCATI045 Ah /OR SECONDARY STRUCTURAL BEAMS TheMneral contractorend/or erecter 15: 14 Ground Snots: 25.0 pef Ieealely reeponeible Cor accurate. Cord LOCATION5oof Snow: 25 0 pef DualityWorkmi•m"to in erecting thio Tigard , OR -------Snow Exp. Cet.: Building in canformence with thi. BUILDINGSIII DRAM/CHECW I Seismic Zone: 3 all pgpll�eei.`vPrauIM�0a Ereaiion Dois% � PROJECT 4'117 I ANnMARK VARCO—PRUDEN LEGIBILITY STRIP Cf" 11!u11111uIIn1In1�I11n1111�I1�1�Iiu��1i I Inulllulnlllnlllulllull�nll�In1� I Ommml CM 2 3 4 5 6 7 B 9 10 1 1 12 1�3 14 I 18 17 18 19 20 21 22 23 24 25 28 91 98 29 30 t' Z I I I of b CD HON( a l00 T- llW�h.la��lal l �1��11! a.1�1�111(.l�.L>Irl.i �.1.�l�1.11�11L>1.11.1- (lilllala.l(IILLIa..�a IIIIIIIIA!ITT!III I(IIIiIiIIIi�II�IIIIIIIIIIIII�I�j IIT 11 I-II IIII11I1.1�1(.LTL(I�Jalll��IIIILI)III(ll"I�!�Ii oz . N+V•1"r . � . tl _ . ..-., . � " + 41WH � w.Y .lW,MwMn'.Mu�.«Mw,r.0 M•. Y!OMy�r rr+w"aM'WFW:M'W'MN'i4Y , iN,MYi1MW4n+iwfY4'«tiM,M1-r ^YMM+wr«wYWWMM.w'..... 1100 b' (�11 �j r:dpi " ,x. ----------------- SHEETINu ------------ c-- -._____-�-------- --- TRIM --------•-------------- -Aar LENGTH 1,ix COLOR (FINIS ) F01 MARK LENGTH COLOR (FINISH) f�RMH 20'-10 1/15' ;1b Asn Gray (KXL) OE1 Aran Gray (KXL) DNI DS10 10'-0" Ash Gray (KXL) JST1 Asn Gray (KXL) EG121 12'-3" Patrician Bronze (KXL) EG201 20'-3" Patrician Bronze (KXL) PCA1OA 10' -3" Patrician Bronze (KXL) 1 01.10 10'-3' Patrician Bronze (KXL) 1 HTS10 !0'-8" Patrician Bronze (KXL) 12 C 3 ON1,OST! ON1,DST! EG121, (13)MNMCS(12V)PCAIOA DN1,DST! DNI, DST1 -- -- -- - — - __ _ I I PR fe I19 o I �, 0: m m ! -1-- - — — — 1 — - -1 A DE i.DST 1 - DEL 0571 DEI, OST! OE i, DST! ion 270'-0 WALL ELEVATION AT WF i ti 1 b EO PRUfff ��0\ �p1N�CC�� 1Ep (MINN 7400 SW Landmark Ln. 141 PQM S1T1999-00052,BUP1999.00329 OMR ZA;" 51 of M u0e:� A Prn LX __2_ R1Aa: f Plana 4 63 i T— Thi■ OrAgiga 1• u�Ld d-1g �� !n !Iv r�mn�..�.SRhy 1 :'l11:a1; Sheeting Fro* Right t0 Left This Drawing• including the Information hereon. l OLICTE 0 JOB 1 Building Code: 97USC f- 010 the property of VP Buildings. Wall 1 Sheet i n g CA99027665-000 CA9926574-OE-1 Live Ld(N/Trib Red) 20.0 oaf __ _ ___ _ _ _ --4, MA„ SHEE'S ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, � --1---- - It !e provided for erecting the Building GATE w^v JO DA AILS FDA S WIT)WUT PRIOR AUTHORIZATION IS PROHIBITED. ( Coll. Ld (gravity): 5.0 oaf described in the applicable Purchase Order BUILDER — �� D7/?9/99 entl :hall not be asdlfled. reproduced ACV. GATE ay OEOC. Elliott-Sheets Constr., Inc. J 3? OW SEE J08 JETAI�S FOR SFIFETINO AND TRIM FASTENER SPFCIFICATIDN. COIL. Ld (uplift): 0.0 oaf or uesd for any other purpose rttfrout prior ---- MA BE EUUIL.ING 1/8' DIAMETER HOLES FOR MALL STRUCTURAL FASTENERS Mind Speed: 90.0 mph Mrftten Approvel of VP Buildings, CUSTOMER TTMF — - MAv Wind Exp. Cat.: B Glenn Hayter BE aE0U1WED AT !! GAGE GIRTS, NESTED GIRTS, GIRT LAP OCA';ONS. AND/OR ,ECONf)ARY STRUCTURAL BEAMS The general contractor end/or Erector -- 09: 57 Ground Snow: 25.0 oaf 1 ---- —� � -"�- �' - 1s solely responsible for accurate, good LOCATION ; Roof Snow: 25.0 oaf guelity Me kmenahtp 1n ■recting this Tigard OR i n H eulltllnp 1n eonformanca with this t Snow Exp. Cat.: 3 I g. — -- < -- - —- — — - ----� Vp �U�DINGS� 0 AM/C Fcx , Orawln of refareReed 1n this Orewing. rgOJEC` LEGIBILITY STRIP m I, 1�1111�I111n111�111 ! OmOai cm 2 3 4 5 6 7 A 9 10 1 1 12 13 14 16 17 18 119 20 21 22 23 24 25 26 27 ie 29 310 'e CD Z1 11 OI b HON I 0 SOL p �►J�J�J�.�L�U�11�J.�.I�)�..I.Il�J.�1.. .OZ n>awie�n.w+rw,ww�+vn wswwyn�rnn..wn�n•..:..,,,...,,�,n,,. ..,. _.. .�m.++�MIMMM+n,.,ew<......o.,,.......rw,nn xraM+9Mwwrc•yr.•.aj�l�t�ll .. .. - - '40.1.11000101.0 .. ,...,. .... a.w......M..... ,n. w.:..n-,.�..,.,,.w.,,+�W,w.bti. •.«Wv�.wr�rws+4 .+r+tr�hwM»w,r.x:..•.wn mow.. .. wavwN..wr.,�.+.w,+.•mMMnKARNle+ . . . .. . .., ,.. .,.-.. ... . -. .' lflCR��lE�C�,»dmrYwgkMt�++wr - �. .. „V..: W-rWw+; .�.+.w.•»ee w.rH+MwwW�eM+ew�•�+>�+�8' *+Mt'f�r�w«�! +1R7.gi,M'MM'�°1��,7r�+niw�+,•rwev+n. ------ SHEE INU - -- ----- ------------- -- -- TRIM ----------------------- --------------------- TRIM ---------------------- MARK LENGTi THP( COIOR IFINISH� FOO MARK LENGTH COLOR (FINISH) FO/ MARK LENGTH COLOR •(FINISH) PRW,t4 30' 3 1/2" 26 Ash Gray (KXL) BSS Patrician Bronze (KXL) 3 HTSIO 10'-B" Patrician Bronze (KXL) PRW25 30'-g 1/?- 26 Ash Gray (KXL) CT05 5'-1 1/2" Ash Gray (K XI.) 3 JT12 12'-3" Patrician Bronze (KXL) PRW26 22'-2 1/2, 26 Ash Gray (1040 CIRO 20•-3" Ash Gray (KXL) PRW?7 22'-4 26 Ash Gray :KXL) GGC1 Patrician Bronze (KXL) I1AW2E;1 22-5 1/2' 26 Ash Gray (KXL) PCC1 Patrician Bronze (SP) PAW29 22'-7' 25 Ash Gray (KXL) PRFI Patrician Bronze (KXL) PAW30 22' -8 1/2 26 Ash Gray (KXL) RFR10 10'-0" Patrician Bronze (KXL) PHW31 22'- 10 26 Ash Gray (KXL) RKF20 20'-3" Patrician Bronze (KXLI DRW32 22'-i1 1/2 26 Ash Gray (<XL) 1 OF12 12'-3" Patrician Bronze (KXL) PRW33 23'-1 26 Asn Gray (KXL) 1 HIS12 12'-6` Patrician Bronze 'KXL) - PRW34 23'-10 26 Ash Gray (KXL) 2 OF10 10'--3" Patrician Brunie (I XL) (((U 3) r PRW3b 18'-5 26 Ash Gray (KXL) 2 OF12 12'-3" Patrician „ronze (KXL) (U3) �V PRW36 iB' -6 1/?" ?6 Ash Gray (KXL) 2 HTS10 10'-B" Patrician Bronze (KXL) PRW37 18'-8 26 Ash Gray (KXL) 2 JT12 :2'-3" Patrician Bronze (KXL) 3 UF10 10'-3" Patrician Bronze (KXL) 3 UF12 12'-3" Patrician Bronze (KXL) BS 1, GGCI. PCC 1. PRF1 (4)RFR10, (2)RKF20 861•GGC 1, PCC 1,PRF i l I I I I I I I I I I I 1 I 1 R U A 0 P. C U , I I I � I I I c Q m ' N� I •I j 1 (rT as I l I I t I I 40 —0. WALL ELEVATION AT WL-2 / G1N O Q 5862 OREGON A-��► 14,1��of>� 7400 SW Lar,imark Ln. tN\fib S1T1999.0005:,BUP1999-00329 O�ADAIR 3o- 52 01 63 n _aA2-La- Pyn i k X ?1 R l fig P l Ana d rhf■ er■rfw■a■.■ t■w Soft ■■ !e cw. Cw_.nenonto tw•efa■d ea wo mN fdf.0 HigmriwThis orerloo. including the ,n1orsetfon Mreon. QUOTE • JOB 0 rstel: Sheetlhp N IN EGRA Point le) to l ST Point (sl Building Code: 97UBC rasain• the property of VP au1101nga. Wa 1 1 Sheeting CA99027665-000 CA9926514-OE-i Live Ld(M/Trio RPM 20.0 pef — - _- WALL SOLE'S ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM. RE110'.AL OP AL-EAATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. it to provided fur erecting the Building - ------ 3 SEr 1011 0�'AILS ron SHEETING AND TRIM FASTENER SPECIFICATION. Coll. Ld (gravityl: 5.0 psf described in the applltsble Purchase order BUILDER UATF and Shell not De modified, reproduced REV. GATE Br oEsc. Inc. -----� 07/28/99 Coll. Ld (uplift) 0.0 pef Ell lo, Constr.. or uestl for any other purppse without prier ---- --- -- —--- - - Wind Speed: 80.0 mph Wrfte.n Approvel of VP Buildings. CUSTOMER TIME - �.:IN(; 1/B' DIAMETER HOLES FOR MALI, STRUCTUfiAI FASTENERS MAY BE REDLINED A� 11 GAGE GSTRS. NESTED bIRTS. GIRT LAP Mind Exp. Cat.: B The general cehtractor end/or Erector ___,___ _ Glenn Heyter IS: 12 _OCA':DNS. AND/OR SECONDARY STRUCTURAL BEAMS Ground Snow: 25.0 pef le eall 1y roeponelblS for eceurete, Vootl �+-�_- LOCATIO! - J Roof Snow: 2'j.0 pef guslity worknenehla in eretti.0 thio Tigard OF1 aufltling In cdnformence with this __ _ _ r `'p ORAw/CHECK Snow Exp. Cat.: 3 or■rino. oecnl. r��--aneed fn thfe Orering. — — ft PROJECT-- — __- �— I Yr BUILDINGS Be 19nI1C Ione: i? etl sop lcebL yr gui loin a Erection oeUila _ s 4392 LANUMARK VARCO-rRUDEN - -- -•� . CT II I III IIIII.I IIII IIIII IIII Inil 1rill I IIII IIIII IIPLEGI9ILITY STRIP O I 2 3 4 5 6 7 (0I 13 1!4 1i6 117 1I8 119 210 21 2i2 23 24 25 26 27 28 29 30 i pmn■Itm .-_v--.- .....-... -.__•_-,_...,....... «!^ .•ep •.-- .. . CD ZI III OIQ b HONI g toe 1�1L �..LI�11J.1,uJ1.1�.1�1 _l.a hl�i.�LLaJ.th I.I LJ I I I I I]j l�L�LI LI LI 1IJ.I I I1.LL�LI�I_LI I I I�I V I I I IJJ11t1a.1 11►.11 � l�.l�ll�..�J.�l�ls.l�.l I i I I I I I I I I I I I I I I I I I I I I I IJ I I LI I�1 1 1 1 1 1(i.f1111.� Oz t t f f' ...`- . . w■1;Mi,lea'.w,+r!�!Me�A■Iencnrt.w+e.�M�e7�Yrt«r+Ar�w,,.,.•,++ww+rw«• MrN►.•, +a,tr•... wni+„W'+uM►►•,,,M..,.we .,++,arw. .. r:�MM'MWre4►*'.a""**�^7; *^�,"",M.lK7M�N,�Inww,r•gwrrM .. Y�.. �MI!... .. ..... �.awr..r.»-.�`n...w,n.«.r•.`•:,m+ln,•.�MMweiI11I . .,.. ,. . .. .i. .,.... -,av��, y w w-„r�.ewwr.A�.wl wMw•.-, w ,,:..*r.+i.n•r�«n w,wu* ern+,w Mr y,r w,....-.w «•..., . `•r .. ,+.v. .o.,,..._._, 1. .. iu�I r 5r I `J51, ----—---------- SHEF':N3 - ------------------- TRIM - ---------------------- MARK LENGTH -I;K ':01 ON INISH) FO/ MARK LENGTH COLOR (FINISH) '+■P3 22 -6 1/16 06 Ash Gray ;KXL) DEI Ash Gray (KXL) ONI OSLO I0'-0" Ash Gray (KXL) OSTI Ash Gray (KXL) EG201 20'-3' Patrician Bronze (KXL) PCAIOA 10'-3" Patrician Bronze (KXL) 1 OF10 10'-3" Patrician Bronze (KXL) 1 HTSIO 10'-6" Patrician Bronze (KXL) 6 9 (5)EG20t, (f?)PCAlOA ONf,OSTI DNI, OST t T I i I I 1 � � I o I � I I I 1 I 1 i i 1 1 OEf,OSTf DEf DSTf r ---- -- - --- 120'-0" WALL ELEVATION AT WB2 6 o � N�f ff�0 x' x- 21FTE � yr• ORE60N .01 7400 SW Landmark Ln. `AIR'N SIT 1999-n0052,8UPI999.00329 53 of 63 c -- TMI■ ..w M. i■ r I Instal: Sheeting rrom Right to Left This Drwlnp, ircluding the information nereon, QUOTE 1 JOt! 1 2 WALL SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, BuilLive Ld( Code: 97UBC nmrina the property of vP eutldfnaa. Wall Sheeting CA99027665-000 CA9926574-0E-1 RE► JOB OR ALTERATION FETING PRIOR M FASTENER SN IS PROHIBITED. Live I_d(N/Trip Red) 20.0 paf lc is provided row erecting the ewlding 3 SEE JOB DfTATIS rOR SFIFETINO AND TRIM FA9IENER SPECIFICATION. Call. Ld (gravity): 5.0 pef described .n enc applicable Purchase order BUILDER DATE Coll. Ld (uplift): 0.0 pef emu shell not be modified, reproduced PIEV. DATE BY ( DEBC. Elliott-Sheets Constr., Inc. 01/28/99 1]<illEIUI 1/e" DIt GAGEETER HOLES hNE MALL STRUCTURAL FASTENERS 0r used row any other purpose without prior, __—_ _ Mind Speed: 80.0 mph Y BE REQUIRED AT 1f GAGE GIRTS, NESTED OIRTS. GIRT LAP Written bp^wel of VP eu11d1npa. CUSTOMER f31ef1n Hayter ` / TINE OCAT;ONS, AND/OR SECONDARY STRl1CTURAL BEAMS Mind Exp. Cat.: 8 The eetaral Contreetor enc/or &actor Ground Snow: 25.0 pef is , ely reopens Is ser, accurate, poen LOCATION 15: 15 Roof Snow: 25.0 pef ewltcy workaanahin in erecting this `�—._ Snow Exp. Cat.: 3 aulldlnp in conformance with this Tigard _OR _ DRAw,'CHECK Drerinp. Deteilr referenced 1n this Drawing. pRa,FC7 VP BUILDINGS f Seismic Ione: 3 all I g-1iceole VP eutldlmos Erection Details '.F ... ... ._..._ - ......... _____ ____ 4332 LANDMARK VARCO-PRUOEN CLEGIBILITY STRIP O 2 3 4 5 lll1'III,I IIII I III99I I IIII IIll�i IiII IIIII�IIII IIIIA IIII I IIIA IIII I III12�I I IIIA IIII I IIIA 411111 1 i 6 I IIII I7IIII I IIII11'8IIII I IIIII I9sell I Il2ii IUIIII I Ill2 1llll I II2IA I 211 11 IIIcII(3 ll I II2II I 4IIII I il(li I!AIII I III�I I IIII I IIII I I�III I II2II I 8IIII'II2II I 9IIII I II3II I 0IOmm.1 Cm �- ZI II OIb HONI 0 108 " = � 1.�1.�1i.11lillil l�J ll h ►.IJa_II1l.17111IJl1411111-tl.1111111-11111.(111olITTII1IIIIIIIIJII(IIIIT111III IIIIIIII!II1(IIIIII1I1I)I11IIIIT[IIIIIIIIII)III.)I(l,_I(IdIJILIIII1.11lI�IJ1!111!1I1lIIII1I1 Oz �k 1 ApMMM!1FMM,wviv^nor!..wH•..••., +w•,.""'IrhrN^wryk'M�9�.�wrn�,w.s+rr ,..r1+w,�cr...+r:r „rr,.,�.rw.w,w.q•.ei' ' ..��JI/�+M.. .s•wMMF4#M4rMMrR �Hr«*.mMM.w•rN"►+w„n,�•. .wMrrvr+,y.,. trwR•,m, ,+.M _ 1mXtM+MB,Vf4�!M.... ._ - ««.w,»+...nw�l '«nu"nr«vw..,wMA4�.u_ +wr+.'4wv ,+.+yurMNrwrr.www.llrMNrr•»M+.ea+w+M.I.Mr�W4�+;,..,.«rw....�.:,...w..w,-»+.-.,.. C D .. wM ..,.... wvM4'M'r!MwIINMyrl�ImtK. � �.,. �� .. � N+•i`.+wi.e.,•ah.;..w �NM'"<'..'+.wlwWu '•m X51 1' b }^ ----------------- SHEEIING ------ - -- --- -- - TRIM ---------------------- MARK LENGTH THK COLOR (FINISH) FOO MARK ,ENGTH COLOR IFINISH) PGN2 14'-6 112' 26 Asn Gray (KXL) BSI Patrician Bronze (KXL) O PRw3 14' -B` 26 Asn Gray (KXL) CT16 16'-3" Ash Gray "'XL) hHNd 14' 9 112" 2b Asn Gray (KXL) GGC1 Patrician ,ronze (KXL) NNN5 14'-11' 2b Aan Gray (KXL) aCC1 Patrician Bronze (SP) PRN6 i5'-0 SJ2' 26 Asn ;ray (KXL) PRF1 Patrician Bronze (KXL) PR017 f5'-2' 26 Asn ;-joy (KXL) NFR10 10'-0" Patrician Bronze (KXL) AKF20 20'-3" Patrician Bronze (KXL) 1 UF10 10'-3" Patrician Bronze (KXL) I HTS10 10'-6" Patrician Eronze (KXL) (2)RFilfO,RKF20 - 861, 66C 1, PCC f.PRF f I I I I i I ) I I I U U i I I 1 , ;C 1 �I I I I I I i I s { i fr _ 16'-0" I WALL ELEVATION AT WF2 PROff.P �ee� G,1 N Q 596Y1i'E 9 r OAEI011 �b�1►' 7400 SW Landmark Ln. AOAIA 11`g� �/ -ID-&" SIT1999.00052,BUP 1999.0012! M un cs—Prrilirll?1 HlAO- 1 Plnon. 26 _.. — •M■ Br�•,n■ t■��ue nnfr .. cn ��.. tbr,.n.h��...ntiy '�Y w �r.�fd/ne■ 54 of 63 This Drawing, including the fnforeetion hereon, QUOTE 1 JOB / I Inetell 5heett^q N IN INTEHighGRAL Point lD) to Law Point lel Building Code: 97UBC 79001119 the prowrty of VP Buildings. Wall 1 She e � 1 I"19 `r CA99027665-000 � CA9926574 OE-1 ? NAII SHEETS ARE AN IN?EGRAL PART OF THE 01RIZATION SYSTEM, Live Ld(Wi-.rib Red) 20.0 pef `�- — _J Coll. Ld (grev.ity): 5.0 Oaf de cr bed�ined row placable Pur hase rd DATE VA, On Al'ERAi10N WITHOUT PRIOR AUT►K1RI2A?ION IS PROHIBITED. described to en. applicable Pthisurchase order BUILDER P ORE 3 SEE ,108 OE'AILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Coll. Ld (uolift): 0.0 pef end shell not be modified,UsedMreprdduesd RV. DATE By 0M. E11i0tt-Sheets COnetr., inc. - - % 07/28/99 Or utl for y tither purpose rttnout prior --- -------------- --�—��- --------- ----- -- .LI :NG 1/B' C[AME TER HOLES FOR MALL STRUCTURAL FASTENERS M1nd Speed: 80.0 Blph written Approval of VP aulldinps. CUSTOMER � TIME WAV BE REOUINEU Al f1 GAGE GIRTS, NESTED GIRTS, GIRT LAP Mind Exp. Cat.: B Glenn Hayter �� 15: 14 OCATIONS, AND/OR SECONDARY STRUCTURAL BEAMS Ground Snow: 25.0 Oaf the genersolely r Contreetor .-d/or erector _-_ _ -__ fs solely rsepottelble for occurs to. good LOCATION Roof Snow: 25.0 Oef ^ue)ity fbrksnehlp in u•sctfng Ufa Tigard OR -- ---- Snow Exp. Cat 3 Sulldfng In eonrbrmene. rain this ---{ -- -_- -- - - ------; r VP BUILDINGS I GRAN/CHECK Drsrinp. Details referenced In this Drowt g, I PIC Seismic Zone: 3 all eddllembis vP Budding. Erbotion Detst:e I AO•27 r AUn4A0V I i ncAr LEGIBILITY STRIP r^ 0 1 2 1 1 I I;, ill l�;l 1 �Illli :lllllll lllt�ilil Irl Iln III) nil Illlltlll IIIIIIII Ilullllllnnlllll !IIIIIIII Illlllnl Illilllll lullllll Il l�lnl !lillnll uulnll Iluli:!1 IIII !III Ililllll ! t� B � i 3 4 7 10 1 1 12 1'3 14 I� 17 18 19 20 21 92 lift 24 26 29 9? 28 29 30 .1 IOmn. i �r CD $I 11 OIQ b HONI s lOZ T, . J,�l.1J.11,11J�llLLLLILI .�IIIIIIIIIII�JII�II IIIIIIII,II1111.11.11��11111111111111�111i�llllllll�Illll)IIIIIIIL�llill(IIIIILII�IIIIIIIIII)I)Ill�l��il(l�lill�.11.�l�l1J��1�111.�,1lllll ll�l(�ilu,)1)11I11.)I�I�JI. Oz M'M^'u' .. .. , !gn°nikW . . ""rv. .bc •w+ra.«,...,r.+ kn._ ' + n+ . . . ^!a.7 A s, ' -------------- HK �I TRIM ---- SHEE':NG --------------- -------------- ----- TRIM ----------------------- --------------------- -------------------•--- MARK LENGTH T OLOR ( NIS i FO/ MARK LENGTH COLOR IF F0/ MARK LENGTH COLOR (FINISH) PAN10 28'-7 1/?' ?6 Ash Gray ;KXL) BSf Patrician Bronze (KXL) 4 HIS05 5'-6" Patrician Branze (KXL1 PpoI1 24' 1 1/2' 26 Ash Gray (KXL) C105 5'-1 1/2" Ash Gray (KXL) 4 JT10 10'-3" Patrician Bronze (KXL) PPw12 20'-6 1/2 26 Ash Cray (KXL) CT20 20'-3" Ash Gray (KXL) 5 OF05 5'-1 1/2" P fcian Bronze (KXL) ppm I,l 20'-8 26 Ash Gray ;KXL) GGC1 Patrician Bronze (KXL) 5 n-n f0'-3" Po, icon Bronze (KXL) PAW14 21'-2 26 Ash Gray (KXL1 PCC! Patrician Bronze (SP) 5 HTS05 5'-8" Patrician Bronze (KXL) ppW15 2!'-B" ?6 Ash Gray (KXL) PRFf Patrician Bronze (KXL) 5 JT10 10'-3" Patrician Bron.* (KXL) i'Hw1b 22' -2 26 Ash Gray (KXL) RFRIO f0'-0" Patrician Bronze (KXL) 6 OF05 5'-1 f/2' Patrician Bronze (KXL) PAW11 17'-10 f/2' 26 Ash Gray (KXL) AKF20 20'-3" Patrician Bronze (KXL) 6 DF10 10'-3" Patrician Bronze (KXL) PAWIF 18'-0' 26 Aar Gray (4)(11 1 OF10 f0'-3" Patrician Bronze (KXL) 6 HTS05 5'-6" Patrician Bronze (KXI.) PRW19 18'-4 1/2' 2b Asn Gray (KXL) 1 HTSIO f0'-6" Patrician Bronze (KXL) B JTfO 10'-3" Patrician Bronze (KXL) PAW?r 1B'-6' 26 Ash Gray (KXL) 2 OF10 10'-3" Patrician Bronze (KXL) U 4 7 DF05 5'-1 1/2" Patrician Bronze (KXL) �� D PR11?1 1B' 10 1/?" r6 Asn Gray (KXL) 2 HTSIO f0'-6" Patrician Bronze (KXL) 7 OF10 10'-3" Patrician o-„ rse tKAL, 9A aRw22 113' 0 26 Asr Gray (KXL) 3 OF10 10'-3" Patrician Bronze (KXL) 7 H1'S05 5'--6" Petrlr.dn Bronze (KXL) PRw9 28' ! !/2' 26 Aar Gray (KXL) 3 HTSIO 10'-6" Patrician Bronze (KXL) 7 JT10 10'-3" Pa+, lcien Bronze (KXL) 4 OF05 5'-1 1/2" Patrician Bronze NXL) 4 OF10 10'-3" Patrician Bronze (KXL) 881, GGC1, PC01, PRFS (4)RFR10, (2)RKF20 85 1. GOC 1. PCC 1.PRFf r ru I I � I I I I I I i � c i m 1 I t i 11 I OC l i I 40'-0" J WALL ELEVATION AT WI-3 5 PROff�,J`, deo aplNF � ^,pEF,9 I ONEQOM 7400 SW Landmark Ln. SIT 1999-00052,BUP1999.00329 n rrndi ro Nralky, a� 1��Th� 1 P1AnR_ Fi 55 of 63 1 IALLB1: ETSSneetARE From This Drawing, including the Information hereon, QUOTE 0 JOB 0 -- ii p oT Hlpn point (B1 to t.ow P01nt IBI Building Code: 97UBC remain• the property er ,��,ilding.. Wa 1 1 Sheeting CA99027665-000 � CA5926574-0E-1 i? MALL Sr+EETS AAE AN INTEGRAL PART Or THE STRUCTURAL SYSTEM, Live Ld (W/Trib Red) 20.0 paf REMOVAL Op ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3 SEE JOB DE'AILS FOR SHEETING AND TRIM FASTENER SPECIFICATION. Call. Ld (gravity): 5.0 psf 1t fe provided for erecting the Building -- - - 2 PRE-OPILLING 1/8' DIAMETER HOLES FOR WALL STRUCTURAL FASTENERS d•6eribt•d in the modified. reproduce Order BU:IDEA — DATEMA* HE Coll. Ld (uplift): 0.0 paf end eheii net b• ther pad. rsprIthos aEv. DATE er DEsc. Elliott-Sheets Constr_ Inc. � 01'128/99 Or used rhe• My other pwrpeN •IthdUt prior ----- /----- Wind Speed: 80.0 mph CustowER ,V/ ---- - ---- Britten App eve of VP auflding•. :REU A C GAGE GITPA NESTED AMR;9, GIRT LAP Mind Sxp. Cat,: B Glenn Hayter TIME LOCATIONS. AND/OR SECONOARV STRUCTUnAL BEAMS ih• terra) Contractor @id/or Erecter Ground Snow: 25.0 paf - -- -- 15: f3 Is •ol•ly responsible 5o• accurate. good LOCAT13N Roof Snow: 25.0 psf guelity worumenship in erecting this Tigard OR -----_- �' Snow Exp. Cat,: 3 Building In conformance with this -__- __�-_ __..._.__ '--� DRAM/CHECK Drawing, Details referenced in this Drawing, PROJECT �\ VP BUILDINGS Seismic Zone; 3 e11 applicable VP Buildings Erection Detail■ LAVACO- 4332 NDMARK RPRUDEN _- I ■nn ■rr rnn,�rnv w.nMrM nsrrainrnn nn -_-_- ___2 I-A oMdr I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIII IIII IIII IIII IIII IIII IIII 1 1 1 1 1 1 1�I I I"I IIII IIII IIII IIII I I I l i l l l l l l l l l l l l l l 111 i l l l l I I I I I I 1111 I I I I - ' ' '' ' •"^w•----- LEGIBILITY STRIP CmpmnO i �m 1 2 3 4 5 6 7 A 9 110 III 12 113 114 16 17 118 I 119 1210 I 211 1212 1213 124 IId I QIQ I QIP 28I I� I 2I9 1310 i1 . _ � 1 CDZ I I I OI MON a 1 OZ � 1 11 � IIII �' l I if�.l�l��J 111.1�J L1J L�L�I)~L1J�1�111 1 1�1�1 l�,l�IILWJ �. I J 11�1411 Oz I "6Am l ' sun++wr*!N�.:rwwl+nq'•wmw«n.."w!o.*!+�.qn�+"i'�Cmrrrt+mn!••+'4'�MPr'1n.•am+r}n.u.wq?w"..:sHwnrr,+yp"'iM•w/W'rWn"MwRF+M�VMMu�,,.�r�R11fT+1��►ev Mr �MY�MIMM#wM^'�j..,.lwenw: .!µ�r '"or.,wbMISIMI!' 7rm .«�y.��Ms ., ..-. .' .. . .. . . .. - ... - �Ny�A�l9w••+•l!r'Ma�"nraw•wkv w..++M+r.+Nw4..,.T,t. M1 4., , SHFFTING ------•-------------- TRIM ---------------------- MA,IK IFNGTM THK COI OH 0-INI5H) FO/ MARK LENGTH COLOR (FINISH) PRNB 20'-10 7/16' 26 As- r,^dy (KXL) DES Ash Gray (KXL) ONS 0510 10'-0" Ash Gray (KXL) OST1 Ash Gray (KXL) EG201 20'-3" Patrician Bronze (KXL) PCASOA 10'-3" Patrician Bronze (KXL) 1 DF1O 10' -3" Patrician Bronze (KXL) I HTS10 10'-6" Patrician Bronze (KXL) Jr� �-r' 11 1 p 9 ONI, OST1 (5)EG20f, (10)PCAI0A ONf, OSTS I I I i I r I i I � I I I � i I I I I I 1 - PAWS REOD(3A)0 o i o i o jCU I 1 I � I I ,� -- OE 1, 051'1 DEi.DSTf too,-011 WALL ELEVATION AT WD3 4 I r 4 } I { ) i I GIN`C f X501 ESI OREAOM 7400 SW Landmark Ln. SIT1999.00052,BUP1999-00329 ADAIR �� Prn, ,, 91 Alnn 1 PIAQP I 56of 63 Thi• [f�r��l■ .� This Drawing. including the lnfornetlo„ hereon. GUOTE 1 JOB 1 :Aete:l 5^setlE N IN INTEGRightRAL to Left BuildingCode: 97U8C rsemins the property of yr Buildings. CA99027665-000 CA99265'14 0E-1 Wall Sheeting ? wA,., SHEETS AME AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Live Ld(N/Trib Red) 20.0 pat � Coll. Ld (brevity): 6.0 pef Tt is provided for erecting the su,laing REMOyA_ 0c: A,-'ERA'i0N WITHOUT PRIOR AUTHORIZATION I5 PROHIBITED. 3 SEE JOEL X'AI-S rOR SHEETING ANO TRIM FASTENER SPECIFICATION. described in the ow'17 able purchase order BUILDER DATE 2 r1AE-On1..:4G 1/9' OIAMETER HOLES FOR MALI STRUCTURAL FASTENERS Coll. Ld (uplift): 0.0 pet and shall not be modified, reproduced REV. DATE By DEK. Elliott-F_,Teets Constr., Inc. _ --- 07/29/99 Wind Speed: 80.0 mph I or used for any dthar Wpoes Mitnout prior CUSTOMER W - ---- i Written Approval of VP Buildings. Glenn Hayter TIME , MAS G AEOU:nEO AT 11 GAGE OIRTS, NESTED GIRTS, GIRT IAP Wind Exp. Cat.: B TM tens App oval of end/dr Erector — �- ��/// 09: 57 LOCATIONS. AN'/Op gECONOAR,' STRUCTURAL BEAMS Ground Snow: 26.0 paf , fe solely Mrponeib'e tar accurate. good — LOCATION Roof Snovr. 25.0 pet amity Workmanship in erecting thin Tigard OR - --- Building in canfarf�snce With this GRAM/CHECK Snots Exp. Cat,: 3 DI.wino. Deal. re�ersnce0 ,r tn,. "roving, ; � - IaDiECT — - - -_-- _- - -- VP BUILDINGS C'M IIiiIIIIli1111111111i111�llllilllllllllilllllllll�lllllllll� LEGIBILITY STRIP 0 2 3 4 5 6 7 �Illllllliililllllll!Illllllll�illl�lill�lllllllll�lllllllll�llll�llll�llllllill�lllllllll�fIIIIIIII!IIIIIIIII�IIIIIIIII�IIII�illl�lllll 8 9 10 1 1 12 13 14 16 17 Ib 19 20 21 22 23 24 25 26 27 26 29 30 �ommaI cm ZI 11 OI I HONI e11 10Z 11.1,1 LWI.Id1I.Iliii j.JIIIlIlil�IILI.II-l��il.ill.lel.�l�ll.la.l�.i�111�11I1ilr[h Ul I.11-LI.L1.1.1.d.tIiI.at.l.].U.liJ.if.i.liii-11.I.ili � M w Mw w�er .. .,. , � =w.wwN»rvaµ+im71+.;n.i,. r+.�.M.+ » ow _ ., 7:7 ----------------- SHEE'INU ----------------- -------- ------ TRIM ---------------- - MIRK LENGTH 'HK CCLOF (FIISH) FO/ MARK LENGTH COLOR (FINISH) N PPIV1 1,4' -10 //16' Pb Asn Gray (KXL) OE1 Ash Gray (KXL) DNI OS10 10'-o" Ash Gray (KXL) OSTI Ash Gray (KXL) EG121 12'-3" Patrician Bronze (KXL) E0201 20'-3" Patrician Bronze (KXL) PCAICA 10'-3" Patrician Sr.nze (KXL) 1 OF10 10'-3' Petnician Bronze (KXL) 1 HTS10 10'-6' Patrician Bronze (KXL) 4 ON DST EG12t,EG201, (4)PCAi0A DNI,OST1 i I I I I i i i I ' I I 1 � 1 I I I I I i NNO I I ( O I �__-----___— --------- — --- -- - �__ PRM i I i I o I fV1 .I CU 1 j N O i y^ O N I 1 I I I I CU i DE 1,DST i OE 1.DST 1 11 32'-0" WALL. ELEVATION AT WL4 tZ PRO�EfZi or�eo�5 �pINF•� O,j'� 7400 SW Landmark Ln. \�..A��R b_16-Zoo* SIT1599-00052,BUP 1999.00329 57 of 63 This Drawing. inaludino the information hereon, I QUOTE 1 JOB e 'stall ;h'S Shooting rroei Right t0 Left Building Code: 97USC remeina the property of VP auildinp. WC3 1 1 Sheeting I CA99027685-000 CA9926574-OF-1 A,- SHF�'S ARF AN 1NTEDRAL PART OF THE STRUCTURAL SvSTEM, Live Ld(M/Trip Red) 20.0 psf t - - 'tu",VAI OR AL'ERATION WITHOUT PRIOR AUTHORIZATION IS PROHISITEu• It fa provided for erecting the suitdin SEc •10H OETAILS FOR 94ETING AND TRIM FASTENER SPECIFICATION. Coll. Ld (gravity): 5.0 pef described in the applicable Purchase order BUILDER DATE' "'IE-DcILLING 1/8' DIAMETER HOLES FOR MALL STRUCTURAL FASTENERS Coll. Ld (uplift): 0.0 pef and small not be modified, reproduced �' DATE h' Desc Elliott-Sheets Constr.. Inc. --- -- I 07/?B/99 f Wind Speed: 80.0 mph or uaad for any other purpose without prior - ------ — ------ - —__ _ MAT RC RCouIRCD AT ,. GAN GIRTS, NESTED VATS, GIRT LAP I Written Approval of VP Building.. CUSTOMER �--- - ---- - Mind Ex Glenn He TIME IOCAt;ONS, AND/QP 4ECQVDARtl STRUCfURAI. BEAMS p. Cat.: B the Banerel Contractor ane/or erector —_-- ----..-- —_ Hayter I 15: 51 Ground Snow: 25.0 psf to solely reoponelbIn for accurate, good LOCATION _ Roof Snow: 25.0 psf Quality Workmanship in erecting this Tigard OR l ` suitding fn confoneance with tufa VP BUILDINGS I ro RAW/CHECx Snow Exp. Cat.: 3 Orawino, Oetal I rrfermCed Sn this prwino, PRo,JEC'r Ceien,ir nne• 7 .,. ....,,,...w,- uq a.,,w,„,.. e.,..••.... n.•.,.. I ••.,n u,nu,nv V�Onn an,mese LEGIBILITY STRIP ("r13 " '�IIIIIIIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII IiIIIIiIi Ilill!ili !I 1)1)11 )III )III )III III��IIII )III )III )III IIIIIIIII IIII'llll )III II11 -_.- ..__�_ ,,,...__.....�•. -� V I I ► IIIA I 10mn0: cm I 2 3 4 'S 6 7 8 9 10 1 1 12 14 16 17 18 19 20 21 22 23 124 25 26 27 28 20 3d 1 C D " r ZI I I OIMON) a�Oe w. 6 b I • •4 �,, ��,I.tl�lJ 11J�1�1�1�I I�I�Je1a.1.il�l l-IJ.ilii.��LW�.WI.a aJ�I LI��i� ��L�J IWI� �a�l�J1� 11J.>1.11 aJ��1�1�.1�I.J�L.)J.. il►.Iil��aJi. L�11 iJ.i1�1�laI�W �I ,.liJialliwjWjO3 W .. '. '�I+1•+�F'w�MF.M�IIYU:'O,mNw.v;'r.TR.+9�•.b#�MMMRR�' 01MMMFM�11*Ase.',.flF�r• 1m� rYM�•!�•rKX'?�AMFr./+N�,wMNywM1}9MMM•b..l��.-,. 1, ---- ----------- SW.ETINC - -------------- --------------------- TRIM ---------- --------- -- MARK LENGTH IHK COLOR (FINISH) FOO MARK LENGTH COLOR (FINISH) PAW2 14'-6 1/2" 26 Asn Gray (KXL-) BSS Patrician Bronze (KXL) A PAw3 14'-B' 26 Asn Gray (KXL) CTi6 16'-3" Ash Gray (KXL) O I4NW4 14'-9 1/2' 26 Ash Gray (KXL) ppMS Y GGCi Patrician Bronze (KXl-) 14'-11" 26 Ash Gray (KYL) PCC1 Patrician Bronze (SP) i'HW5 15'-0 1/2" 26 Ash Gray ;KXL) PRF1 Patrician Bronze (KXL) W,fW7 15' -2' 26 Ash Gray :KXL) RFRiO 10'-0" Patrician Bronze (KXL) RKF20 20'-3" Patrician Bronze (KXL) 1 OF10 10'-3" Patrician Bronze (KXL) 1 HTS10 10'-B" Patrician Bronze (KXL) -- -----�_�_ (2)RFR10,PKF20 -- B� 8!, GGC1, PCC 1, PRF1 I i I I s 1 ;D I fU p CU I T4 fL i i i I I I i i 1 -• 1 A 1 a WALL ELEVATION AT W134 EU pROr �56621FE�9 ORHON r 7400 SW Landmark Ln. D�A�1414 flnS1T1999-00052,Bt1P1999-00329 58 of -iAcldd r—=—_p r=lhll a----:----R 1 n.�-_LP1 atlfl� ?4 Th{■ Onmrfnel is aYteA rMMla � lir. r�rrr. !r fin{r�.rN 1* yp a 1lM1ns I :')stal l Sheetlr,g Frpe High Point (e) to Low Point (s) This Drawing, including the information hereon. OUOTF 0 JOB / WAL SHEE'S ARE AT INTEGRAL PART OF THE STRUCTURAL SYSTEM, Building Code: 97UBC rommin• the property of Vo Buildings. Wall Sheeting CA9902?665-000 CA9926574-0E-1 Live Ld(W/Trib Red) 20.0 pet _CA MDVA� OP A�•ERATIDN bITHOUT PRIOR AUTHORIZATION IS PROHIBITED. 3 JEE JOB JE'Al.,i FOq SHEETING AND TRIM FASTENER SPECIFICATION. CO11. Ld (greVlty): b.0 pat It is provided for erecting the Building -d2 P4 escribed in the applicable purchase order BUILDER GATE URl LING 1/9' DIAMETER HOLIES FOA MALL STRUCTURAL FASTENERS Coll. Lit (uplift): 0.0 psi ms enol not b• eodifi.a, reproducaa REV. DATE By DESC Elliott-Sheets Constr., Inc. -- 07/29/99 er used for any other purpose without prior ----- - --- --— ) - / MAV SE BEDUIN"/ A` i1 GAGE OIRTS, NESTED G:RTS, GIRT LAP Wind Speed: 80.0 Btph written Approval Of VP Building. CUSTOMER TIME IOCATI0N5, Ah^/Oq SECONDARY STRUCTl1RAL BEAMS Wind Exp. Cat.: B I _ Glenn Hayter -15: 13 Ground Snow: 25.0 pat Tha •enorsl Contractor and/or Erector I--- - -- - - — -- is aolaly r'Contractor, moons ible for accurate. Road LOCATION / _ —�1 R Roof Snow: 25.0 pef Duality sorkmenMip in erecting this Tigard , OR I C'! ORAw/CHECK Snow Exp. Cat.: 3 I Budding in eonformenCo ; th chi. - - - PROJECT I VP BUILDINGS I I Seismic Zone: Drawing, Dmt•1la ref;reneed in this Drawing, III III 3 I all applicable VP rdilainaa Ereetian Details I I A77P ANnMAl7N VARrn-PRIfF FN I ----._- LEGIBILITY STRIP `m llllllllulllnll�)lillu�l�lllllllll�lllilll I�Illllllll�lllll lll�lin�llu�llliil,II�IIIiIL1llII1I1IIIIJI11I11111111111l O 1 2 3 4 5 6 7 8 9 10 I 1 12 II3 II4 II6 117 18 19 2n 2I 22 23 24 25 26 $7 $$ 2p 3p IOmm=I Cm ZI I I 01 HON) o lOZ 1s � J.l� t �1 1. 1,w > J�1�I Ji_I I lel i.�.li_I�J� iI.i1.iJ�liI I�l1l.11il)I.il1liI>J�.L1iJ> il�J.�l�l.i_lal-al I�a�)i_I.�I.iI 1iIi_lI1Alilet!I tJ,_L1lil�l>JifiII111L[,-IJEjid1.a.ilI'liJuiwiIi °� we+Mv+n1..�,w7aeR�•►fwswlrsn+dens.+wMMww,.rwrq'+�a•,M1vw.•+�wr.+M+wMT,'�f;RAfwMliMelN�w�MeMnIN+w1n 1yrWw�elNlMw9M�wf ITT. .. , -... .. �f hrrlll'E'NMMnlwp7�+sq'WM7"'?�b1aMYR'i"`wK^N'U'NMI"rM'+tMNMa�Y�WM1eNe�eter4lllE�'Xn�N��MM '*1M'WYIr�wM�.TMFIMMS'N. Nnn,dew!,,....deanwva+!W+M«*wuwM+Mw.V..nM.wra.....rn-•..,..•,+,wN.....r«n+W^w• y"'4:iYw.`MpMMN►MMMx!l4CYJY.N 'M+!n�Mwhwiiw+u.MY.iw 1 e BRACE ROD SLOTS NOTE:PURUNS 00 SAG NOT ALIGN. FIELD IN AIaJACEG ROOF IMO SENO TAB FLAT. SEE ROOF FRAMING PURJNS 00 NOT ALIGN. FIELD SEND THE SAG 1'—O' WSERf SAG ANGLE TAB INTO PURUN SLOTS NOTE: WHEN SAG ANGLE SLOTS IN ADJACENT SEND A L 7 go WALL BRACE ANGLE TAB AND ATTACH E TO PURLIN W/ Ate, /— 1NGLE x 1 1/4' STRICT FSNR (55307) PURLIN DRAWING FOR LOCATION OF SAG ANGLE RUNS. ANGLE TAB AND ATTACH TO PURUN WITH A 7 FRAME RAFTER ROD HAUNCH 1/4-14 x 1 1/4 STRUCT FSNR (55307) ?U MAY BE STRAIGHT ¢ RIDGE REQUIRED AT RIDGE 11 1/2` A O A OR TAPERED (2) SAG ANGLES ARE +� 0ROOF PURLINS BEND TAB FLAT N I HILLSIDE WASHER — FLAT WASHER BEND TAB A FLAT BOTTOM ROD SLOTS '4 HEX NUT REQUIRED WITH HILLSIDE WALL BRACE ADJOINING BRACED WASHER. NOTE: DIM'S SHOWN FLAT WASHER. ROD ARE STANDARD BUT HEX NUT MAY VARY. E ROU RO 60 60 j VEB VEB FRAM o N RAFTER 0 1 X-ING SAG ANGLES MAY BE HILLSIDE WASHER SAG ANGLE REQUIRED. SEE ROOF FRAMING FLAT WASHER (SA-) PART DRAWING KEY OROMIIRKONO'S.- HEX NUT ----� SAG ANGLE - PURUN SPACE + 1 7/8' NOTE: FIELD CUT ROD EX. 5'-0` PIJRUN SPACE - SA5017 1 SECTION A-A HOLES IN INSET GIRTS SAG ANGLE BRACING (SAB-) I I INSERT SAG ANGLE TAB INTO PURLIN SLOTS SAG ANGLE Is PURLIN SPACE + 1 7/8' ROOF RODS AT RIDGE !ATINTERFERENCE AND BEND TAB FLAT. SAG ANGLES RE EX: 5'-0' PURUN SPACE _ SA5017 1 LOCATED AT CENTERLINE OF BAYS G,.EATER ©RSA IN 66'' UNLESS NOTED ON ERECTION „ j ROOF' ROD BRACING � CED00 ROD BRACING AT COLUMN BASE BR02A1 ROD BRACING BR0281 PURLIN BRACING BROW 11 1 /2 PURLIN BRACING BR09A8 3 PLATE OR GAGE 3—DLATE OR GAGE j AT SIDEWALL COLUMN SAG ANGLE INSTALLATION SAG ANGLE INSTALLATION CW= 6/3/05 woeAla R 07/01/0 1 0I= V2 R 07/01/w n011I It o1�1s/I» exouM x o�/1s/1r� PURUN SUPPORT MEMBER — PSN- 6 Yle� PURLINS NOTE: 00 NOT ATTACH ROOF PANEL (OR PANEL CLIPS) TO STRUT PURUN. NOTE: DO NOT ATTACH ROOF PANEL (OR PANEL CUPS) TO STRUT PURLIN. IT IS THE RESPONSIBILITY OF THE ERECTOR TO INSURE PROPER SEAM SSR SSR PSM- 13 K PURLINS TIGHTNESS. FAILURE TO PROPERLY SEAM THE JOINT MAY RESULT IN PSN- 6 Y!' PURUN$ PANEL ROOF PSP- 11 1�- PURLINS - � 1/2' x 1 1/2- A307 SEE 1�• OR RS02*• FOR ROOF PSM-; 8 Vi' PURLINS CLIP PANEL SEE ERECTION DRANANGS 1/2 x 1 1/2 A307 SEE RS11A• FOR EAVE PURLIN BOLTS AND NUTS PU4 N N PREMATURE FAILURE OF PANELS AND/OR SECONDARY MEMBERS UNDER BOLTS AND NUTS CONNECTION ® E� U CO N. UPLIFT OR DOWNWARD FOR LOCATION AND SPACING � (TYPICAL U.N.) L LOADING CONDITIONS. (TYPICAL U.N.) STRUT �uN Sp',Ct - PURLIN N Sp y p�E EpuA s- 1!$• STRUT RUN .3200 MAX. PURLIN � gp1•CE Epu�+ 1/s � UR,tW OEp� —+— .300' M!N. EAVE ROOF p 4' PANEL MODULE 24' PANEL MODULI PURLIN puRLAN O PURLIN „�'s� ATTACH EACH END OF NOTE: MIN./MAX. DIMENSIONS 1 - uRVNS� ATTACH EACH END OF \ SUPERCEDE SEAMER INSTRUCTION ROOF6 p NSA l STRUT BRACE (SBR-) STRUT BRACE (SBR-) INFORMATION. PURLIN i C 8 ys" PV NSA W/ (Z) 1/2- x 1- \ W/ (2) 1/2" x 1 A307 W.P. ` 1, , 6 w • pua A307 BOLTS \\ BOLTS FULLY TUCKED W SEAM MUST BE to 11 S $ \ \ s WALL � \ it PANEL N S,QA�i p puRV 1 I INT.WELDED CLIAT ! / .. h �. FRAMES. THRU 4.12 AND END PC13 FRAMES. �� OVER 4:12 PURLIN SUPPORT MEMBER (PSM) ATTACH EACH END OF f' Q& OR (PSN). LOCATE AT MID POINT (PSM-) OR (PSN-) IN EACH BAY 20'-0' OR LESS W/ (2) N4-14 x 1 Y4` ATTACH EACH END OF RAFTER BEAM RAFTER BEAM I AND LOCATED AT 1/3 POINTS IN STRUCT FSNR (55307) PURLIN SUPPORT TOP FLANGE EACH BA`.' GREATER THAN 20'-0` W/ (2) 14-14 x 1 Y40 STRUT BRACE (SBR-) TOP FLANGE STRUT BRACE (SBP.11) STRUCT FSNR (55307) LOCATE PER ERECTION LOCAT : PER ERECTION 4 V4* HOLD DRAWINGS DRAWINGS PURLIN BRACE:_ AT SAVE BR09B11 PURLIN SUPPORT MEMBER ATTACH. BR0985 EAVE STRUT ASSEMBLY ATTACH , BRIBA1 PURLIN STRUT ASSEMBLY ATTACH. BRlBB21 SSR SEAMING GUIDELINES EN01B2 worx„n 1112/3"/m 6.5" OR 8.5" PURLINS 11 .5" PURLINS RIB && SEAM PROFILE I @moo" R 01WAN I 014►1V3 it 01/n/w wugw R 03/04/" [No1w SELF DRILLING FA5',ENER nc; BOLT VP FRAMES OR SUPPORT BEAMS - FINGER SHIM AS AT CENTERLINE 0' oURLIN OR HIGHER. 4 �2^ 3- 4 1 2- REQUIRED I SSR PANEL FIELD DRILL HOLES. -�t- 1. DETAILS SHOWN ON THIS PAGE SUPERCEDE SIMILAR DETAILS IN THE (90019) AT _ CUP TYPICAL BOLTING 1/4-14 x 1 1/4 ROD HANGER OR UNISTRUT AS NEEDED. 3- MAX. GALE PLATES. FACADE >s >! d .p BLANKET INS STRUCT FSNR �� SSR ERECTION GUIDE'. REFER TO THE SSR ERECTION GUIDE" AND LESS THAN 40 _ — —__ r — (55307) (MIN. Y!- A307 BOLTS ANGLE CUP, BOLTS, UNISTFUTS. ROD HANGER O 4- MIN. PITCH) 'A OR CANOPY AND CLAMPS NOT BY VARCO-PRUDEN. ( I I CONNECTIONS „MASTER REFERENCE DRAWINGS° FOR OTHER DETAILS INSTALLATION 4'0AND AT GPTR PURLIN — SUBSnTUTE I BLANKET ® FS 19 R (5530 ) W�I1�EN� PROCEDURES, AND ACCESSORIES NOT DESCRIBED IN THESE DETAILS. IS REATERSU�04, i MAY BE STRAIGHT ® 2. FIELD PAINT STAINLESS STEEL ROOF FASTENER HEADS USED AT WALL OR TAPERED MEMBER ® LOCATIONS WITH WALL TOUCH UP PAINT. 5ESPAR '” 2- MI"' '9CABE RESISTING 250 LBS. PLUS „ ® 3. ALL SURFACES MUST BE FREE OF DIRT AND OIL AT MASTIC AND WEIGHT OF WATER FILLED PIPE PER CODE ! I SII :, PLATYS OR BG:T'S � FLAT SHIM As 10, SEALANT LOCATIONS OTHER SUSPENDED LOADS EXCEEDING 100 Ai:C NJT BY VARCO-PRUDEN-1 REQUIRED . Les, MUST BE SUSPENDED SIMILAR TO THIS BETWEEN BOLTS FASTENER LOCATIONS "a OR LESS DETAIL. DO NOT CLAMP TO BOTTOM FLANGES. CONTRACTOR'S NOTE: FIELD DRILL OR FIELD WELD SUSPENSION ANGLES OR PLATES. ROOF PURLIN o • 0 0 ALLOWABLE LOAD = 1 KIP PER PAIR OF BOLTS 1'-0�.. 2 PER CLIP 1.4 KIPS PER IN�i OF WELD WITHOUT INSPECTION I� � 0 • 0 CONTRACTOR'S NOTE: ANY LOADS OVER 400 LBS. APPLIED TO VP MEMBERS a INSPECTION 2.8 KIPS PER INCH OF WELD WAIF' I I NOT;:: F1EU) CUT SHIMS t0 SUCH AS HVAC. LIGHTING. DUCTING, PIPE SUPPORTS ETC. MUST BE LATERALLY BRACED TO THE MAIN N ADD PAIRS OF BOLTS OR IWDESIRED DIMENSIONS OF WELD TO RESIST DESIRED DESIDIMENSIONS TO 4 STD. NON-UL BRACING STRUT'S OR PRIMARY FRAMES) A5 REQUIRED BY CODE LATERAL LOAD RESISTING ELEMENTS (PURLIN CONCENTRATED LOAD. LOADS LESS THAN 500 LBS MAY BE SUSPENDED r SHIM21 ACHIEVE DESIRED RESULTS ERLD PROff� • UL90 � FOR SEISMIC LOADS. BRACING MUST BE PROVIDED AND INSTALLED BY CONTRACTOR USING CLAMPS. (1 14' FROM EDGE OF FLANGE). :r SHIMS ARE MADE \ J/p + FM 1-60, 1-90 do 1. 120 AND MUST RESIST LATERAL LOADS EQUAL TO THE WEIGHT OF THE SUSPENDED CONCENTRATED LOADS SHALL NOT EXCEED USER DEFINED COLLATERAL FROM .059- MATERIAL. �:° c�p1NF�` �� (FM 1Z4A8AM ONLY) 1E '9 UNIT OR AS REQUIRED BY CODE, WHICHEVER IS LESS. LADING INDICATED ON THE PURCHASE ORDER AND IN VP CALCULATIONS. 5862 r 1 — SUSPENDED LOADS EN10A1 SUSPENDED LOADS EN10A2 STANDAR" SHIM PROCEDURE EN20A11 OREGON 41 SSR PANEL CLIP ATTACHMENT IRC010 FROM PURLINS — 100 L8. LOADS OR GREATER FROM STRUCTURAL BEAMS NPICAIL AT ANY BOLTED CONNECTI 'der �0�% ON �b 14 BLANKET INSULATION ON PURLINS L_i__j unaln ii! 10,E anolA=1n m/01/!rl EN>foA1Vt R ot/�1/M ��AEAIR�� ,ecalAlrn R oo/so/u ERECTION DETAILS THIS DRAWING. INCLUDING THE INFORMATION HEREON, CA9926574-OE-i REMAINS THE PROPERTY OF VP BUILDINGS. INC. IT IS PROVIDED FOR ERECTING THE BUILDING REV DATE BY QESC BUILDER DATE DESCRIBED IN THE APPLICABLE PURCHASE ORDER E11 iOtt-Sh@@tS Constr .. Inc . 07/30/99 AND SHALL NOT BE MJDIFIEO. REPRODUCED. OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR CUSTOMER Glenn Hayter WRITTEN APPROVAL OF VP BUILDINGS.SOLELY DRAWN BY THE GENERAL CONTRACTOR ANO/OR ERECTOR IS --^ LOCATION t WWMNA RNSMEi�i �NIERECT FOR AC H13 RATE. GOOD INALITY, Tigard . OR # CONFORMANCE WITH THIS oa►WING DETAILSVP BUILDINGS CHKO. BY REFERENCIrO IN THIS ORAMINB. ALL APPLICABLE PROJ. NAME STANNDDAARRDSOPE RTAININGAT PLAOPE ERECTION. 4332 LANDMARK ___. VARCO—PRUDEN PG 7400 SW Landmark Ln. . INCLUDING THE CORRECT USE OF TI?MPORARY BRACING. SCALE SLOG. NAME 270 X 180 SIT I999.00052,BUP1999.00326 f'[J 5901 63 LEGIBILITY STRIP C71 1 1 i I I i I I ILII �illllllii�lllll lll�llill ill�llllllill�lnllllil�llll llil�ilillllu�lnll _.. O I 2 3 4 5 6 7 6 6 10 11 2 13 14 16 17 16 19 20 21 22 23 24 25 26 2 7 126 29 30 ICL mm.l Cm 4r �111i 1,IJa.a ll.l.l I I I_l lla.11.l III�l-i.l�.l aJ l.l�l.�l�l>laJ� i I f�Ill!l�a.l�i 1�, �1�.1.�l.iJ.l_i�l�l.�f�1. i1 ia�.l a.l i l I I I i I I I!.��l.il:i.li.l�l_I.I.�I�l�li .la.W�l l.� 1�! I I I I I I I I I I I I I I I► Z1 I OI NONI 0 I 10 V ' wwd,'I oz NMM""Opm- eMrnwl +rt!-.mr.waMwr+*.+arrr.a.n-..s...+.wn .r•.r.-.A..,;.,,+.sr..Hwfasw..rwwrw.F .,w..x+r.Fw+w .w.*...-.w.*wr.w+;,wwr•srn.7nt.a� ^."•ems'twTe"nf.t+graeM!'n...+w5!rwew.i 7iyy'I1.1!t , . - .. ► .me«w. _ .. �a»u}+.•.w-...«r,..w+.eY,. _!�f _ �#''M�++.rr.u.a...�++.n+grr'� _._«.. "s L 01000 INSIDE CORNER A-14 x DOOR FLASHING PANEL RIB LAP INSULATION FLASHING (ICF-) WALL STITCH WALL PANEL OVER EAVE MEMBER FSNR (565•«) REMOVE INSULATION FROM AND ATTACH Vs-14 x 1�'° V-0" O.C. FACING AND FOLD BACK WALL STITCH PANEL OVER INSULATION TO FSNR (565••) RIB 0 PREVENT WICKING V-0" O.C. WALL Of--- 00 SECTION A- A PANEL RIB 12-14 x 1 1/4' WALL PANEL _ =- HEADER `" I 1WALL R.STRUCT TRIM (NTS-) 0 O.C. I 12-14 x 1 1/4' V EAVE BASE WALL STRUCT MEMBER MEMBER 1 ( ..) 11EAVE PANEL 10 60' O.C. 1111 MEMBER RIB u BBASEiiiii A 12-14 x 1 1/40 M[MBER 1111 I WAIII aiRUCT 111 A A FSNR (56400) FINISH OUTSIDE CORNER 00 1'-0' O.C. FLOOR ++ i FLASHING (CT-) qDOOR FLASHING / JAMB TRIM A ATTACH INSULATION (JT-) DOOR HEADER SECTION A-•A AT BASE SEE BASIC ERECTION GUIDE ' FOR ADDITIONAL DETAILS OUTSIDE CORNER TRIM (NON DIAPHRAGM) W�;ZpA1 INSIDE CORNER FLASHING WC 1A1 JAMB TRIM AT OVERHEAD DOOR WC24A1 WALL TRIM AT ___jDOOR HEADWC24A21 INSULATION DETAIL WC32A1 PANEL RIB WALL PANEL RIB WALL PANEL RIB WALL OVERHEAD DOUR OPENING SAVE AN ■CMIvi R u/n/w SWAIV2 R o1/1SA4 WCMW1 R o1'/I'/M D BASE SE MC*uza 50.*ISM Nr32AtY1 w/m/w PANEL RIB ERECTION NOTE: DUE TO WAIL PANEL SEAMER CLEARANCES, GIRT 14-14 x '% WALL NOTE SUB IPIU11 1/2" CIA AM BOLTS IN LIEU GIRT CUP AAFFTER SSR SOULD BE TALLED STITCH FSNIZ BEEN (65••) V-O" O.C. OF N (S AT EACH END RE FLANGEREQUIRED BRACE 1/2" x 1' A307 BOLTS SEE FRAME SECTION PANEL I WHEN (SFB-) BRACES ARE REQUIRED 1/2" x 1 A307 BOLTS (49650) 2 PER CUCORNER POST FOR CUP MARK 5 PANEL RIB INSIDE SEAMED RIO (49050) 2 PER CUP ENOPOST r CLOSURE80130 Vi" x 1" A307 ) •--- 14-14 x 1 Y.` WALL SEAL W/ �1x` x W" STRUCT FSNR 1/2_ x I" A307 I MASTIC (80390) (55307) EXISTING � GIRT CUP (GC4) BOLTS (46050) Vl" x 1 Vi" A307 BOLTS R CUP SO) CONT, EACH SIDE " 4 PER up BOLTS (49054) 4-0 O.C. BUILDING j OF CLOSURE 1/2 x 1 1/2 , MAY BE SHOP 2 PER CUP HOLES MAY BE A307 BOLTS WELDED GIRT CLIP (GC4) CENTERED ON 12•-14 x t Y4" (49054) � MAY BE SHOP COLUMN j WAIL STRUCT TYP. U.N. WELDED (CCI) g y�' OR 8 Ih` 6 Vim OR 8 Y'i' WALL 4 x FSNR (FOOT •'o ENDWALL Ll SIDEWALL 3 PER FOOT Y�+-------- J WALL STITCH - -' -��"--" GIRT FSNR (565••) III x 1 Y4" GIRT GIRT 3'-0" O.C. STRUCT FSNR FLANGE BRACE 1 (55307) fFS-) OR 3r�. C. �0 BASE OF WALL 1'-0" O.C. �5FS-•) TRIM (BWT-) CEE GIRT do d T'��' �1A�'' F.S BOLTS ¢ G RTNER CLIP ® �� v 0, 0 • v POST (CCC-) 1 BELOW WALL . g CHANNEL 1/2" x 1• A30 BOLTS p .,4 FRAME•" (B�_) BOLT (49050) S V4-14 x 1 Y4 r A y BOTTOM OF �-ADAPTOR TYP. U.N. .1 STRUCT FSNR ROOF PANEL W P TRIM (AT-) r (55307) BASE OF WALL 1/2 x 1 1/2 A307 BOLTS ( PER ANGLE 1 ANGLE (BWA-) 00 1/2" x 1' 11307 (49054) 2 PER CUP 1/20BOLTx(49054 A307 Vi' x 1 Y5' A307 BOLT 49050 2 PER CUP , (49054) 4 PER CLIP °I 4 PER LAP ) BOLTS GIRT FILLER y ANGLE (CFA-) NOTE: GIRT CI.IPS MAY BE SHOPWELDEO. WALL BASE AT SSR WALL TO RF. WC50A1 ADAPTOR , RIM TO EXISTING BLDG WC81AE GIRT CONN. AT SIDEWALL COLUMN WS01A3 GIRT NN 4 CO AT ENDWALL ENDPOST WS02 GIRT CONN. AT CORNER POST WS1 ?.B4 PANEL RIB WALL (LESS THAN 25 PSF L.L.) METAL PANEL RIB WALL 6 1/2" do 6 1/2" OUTSET CONTINUOUS ZEE GIRTS 6 1%2" do 8 1/2" OUTSET CONTINUOUS ZEE GIRTS ANY OUTSET I � �IV3 R olnxA4 FLASHING 11,w"V2 R x1/10" GRT AT EW, ANY GIRT AT SW •SOtAM R Qi/04/N WIOSSiW R 41/pr,� .alum R 07/1L As � NOTE: FIELD NOTCH a Nr [NOWAtI FIELD LC✓.:AT[ AND GRILL • GIRT FLANGE WHEN COR140 COLUMN (2) Mr GIRT CLIP FLANGE WIDTH EXCEEDS 70 GIRT CLIP 1�4" x 1• A307 OIAMEreR HOLES IN ZEE GIRT SEE FRAME SECTION SEE FRAME SECTION BOLTS (49050) TO ATTACH JAMB A A CORNER POST FOR CLIP MARK f FOR CLIP MARK /'S 2 PER JAMB 8 Y!" OR 8 Y!<' �i� s Mr x 1 A307 COLUMN Yi' x 1' A307 OR OOUBLE� IIIIII �� 'R'� 8 Ni" JAMB, -' • • BOLTS (49050) III x 1 V!" A307 BOLTS (49050) � �SINGLE OR , H x 1 >1 A307 2 PER CUP BOLTS CLIP ) 2 PER CUP BOLTS (49054) HOLES MAY BE A JAMB BASE CLIP K' x I' A307 DOUBLE 2 PER CLIP HOLES MAY 8E 2 PER CLIP CENTERD ON 6 It• OR 8 %* < �� I BOLTS 49050) CENTERED ON COLUMN ZEE GIRT � ® PRT ( I (J8C'1) O fi 1h� JAMB 2 PER a 14` GIRT A I I JBC,2 O G 1� JAMB I ENDWALL COLUMN v ` ELEVATION � I r m I I SIDEWALL 6 Y!' OR 8 1�4' SIDEWALL 8 Vim 11 II l ENDWALL GIRT I FRAMED I Y!' ANCHOR ® GIRT I OPENINGI op BOLTS r � I ® I r M I 60 I 8 Y!' I I 12-STR24 x I Y4 I MAX I I CORNF..R • CORNER GIRT L:LIG' 0 GIRT CLIP B �� v ��A I I FSNR --�' 3 Ya' i I 1 (CCC-) � (CCC-) wo 00 3 2 4r4• I J (ALTERNATE: TACK MELD) CONCRETE FSNR ,• I i I •- PRO y4• AT 48 D.C. � �4E0 OfEf • ,� FRAME p (NOT BY V.P.) M V .� FRAME � v �IIM O Y4-14 x 1 1ti cp W,pr , 1 M L F Y.-14 x I % --1 8 tit JAMB. �`'' Tb kR 9 f} STRUCT FSNR Q STRUCT FSNR " v �0 , 3 Am A SINGLE OR � 0 W Q � 10 I PER ' DOUBLE t. ' PER 'ANGLE T 1 r `-BASE MEMBER q. 2 PER ANGLE Q � I I OREGON J (49054) A*PER CLIP GIRT FILLER 4" x I 4' h307 �? �' - t1 00 o J`� ZEE GIRT �/" 0,10 ( 9054 PtII CLIP ANGLE (GFA-) ) GIRT FILLER SECTION A--A 1`' �d4DAIR ITN Al�GLE (CFA-) SECTION A-A SECTION A--A GIRT CONN. AT CORNER POST WS1284 GIRT CONN. AT CORNER COLUMN IWS12D2 JAMB TOIRT G W.S20A2 JAMB BASE ATTACHMENT WS20A8 GIRT TO JAMB WS20D2 ANY OUTSET PGH AT EW, ANY PGH AT SW T ANY OUTSET GIRT A . EW, ANY OUTSET GIRT AT SW 8 W JAMB. ANY LEE GIRT 6 Yt" OR 8 Yt" JAMB S LZ" ZEE GIRT, g yi`" JAMB wllxn.�w R o7/1o/In 1rs+'oxw R o7/1oAs "nun R to/m/1" 6 W" R oII/2oA wst lb" R Io/xGI XIM 1/91 j r JOB N;• h REMAINSATHE PRI�NcRYYIOF VP BUILDINGS, INC. ERECTION DETAILS C0926574-0E-1 k IT IS PROVIDED FOA ERECTING I •IE BUILDINGBUILDER DESCRIBED IN THE APPLICABLE PURCHASE ORDER REV DATE BY OESC Elliott-Sheets Constr.. Inc . OATE7/3('/99 AND S0HALL NOT BE MODIFIED RECUSTOMERPRODUCED. OR USED FOR ANY OTHER PUR WITHOUT PRIOR Glenn Hayter DRAWN BY WRITTEN APPROVAL OF VP BUILDINGS. i THE GENERAL CONTRAVOR AN0/pq ERECTOR TS 80LELY RESPONSIBLE FOR ACCURATE. 6000 DUALITY. LOCATION WORKMANSHIP IN ERfCTINO THIS BUILDING IN Tigard OR GG I' i CONFORMANCE WITH THIS DRAWING. I I RERE NCEO IN THjjS ORANING, ALL APPLICABLE PAOJ. NAME VP BUILDINGS KID. BY VP ERECTION TA LS AND ALL INDUSTRY 4332 L.,`NOMARK STANOAR08 PERTAINING TO PROPER ERECTION. VARCO-PRUDEN Po7400 SW Landmark L INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SCALE BLDG. NAME SIT1999.00052,BUP1999 2+ 270 X 180I 60 of G3 CMill!lllllllllllllllll�llll�llll�llllll!II�IIII�I 'IIIIII�IIIIIIIII�IiIIIIIIIII111�IIII�IIIIIIIIIIIIII�IIIIIIIII�IIIIIIII!�IIIIII!I11111111111�1111!IIII�IIII�IIII�IIII�IIIIIIIIIIIIIIIIfI!IIII�III _ LEGIBILITY STRIP o 2 3 a 6 7 6 10 I I 12 13 I4 I!S 17 18 18 20 2I 2'2 23 2a 215 2E 27 28 29 30 IOmm:I Cm N` Z I I I OI 1�11�1►�LL��1:11�tll.lll�l.ll.>L�. 1.111.►1�1L��.IILLIII��I�L ILIII11�1.�1�1.1 IJIItIII�lilll�l�l��l�l�lll�l�i�ll�lilililMONIlci OZ I,, !TI11111 !I,.L141111b111111111111111111111111111111111111111111111 oz �NMWmIMrM.1•�.lr.ew,+e-�w..w.+hh. �..+wMro+.eMti... .. 14K*. 4�p'+"a•i��N•(ry.w,Ih+lu�eMv.Kwk�teFIMMtl1.,:'IMY+nv�.ew9d19'.trN'wgr!'rMR.•N.»wN.M• .te+.rr^Mz..�.+MWipa+lkv,,,,...«..«.w,.w. ,mn.•....-ronF*.++i+.rmwf,.*.MMrM •uM��wnMnA,ws •..� ....v.......u... ....•....r a.. ., s a.•-•.. n . . .-,,,. ., «.. .w.w...,.�prw�wryw.. .»•,.•»+.s+�-+wM+�wr• !pewYh.+. .. .....�•. .-,v...+-.•....h+.w+.+••,*.n .. M*.,yw,..».e.-,.., - .... .: ......,N.kNnw.rs.w»..,r �W!+.t's"e"".+.•• �....+u+w+rw�.�yW�c�un�.w�+.wyi ... .�R','(TY•M1•MI`N*NY•h!1�+'•�?'JKMM*1 n.NyVyT,y.�,1.rli•MWIM- .f .r*1 EAVE GUTTER (EG-) BASE OF WALL NOTE: SUBSTITUTE OIA A325 BOLTS IN LIEU SEE RC34A4 TRIM (BINT-) OF A307 AT EACH ENO OF FLANGE BRACE Q WHEN (SFB-) BRACES ARE REQUIRED 3/16' x 7/8' Ti.OE MASTIC I PURLIN CUP DOWNSPOUT STRAP RCS1A6 CONTINUOUS (8034:0 ,J: OKAY PC13) THRU 4:12. SHOWN (DST1) FASTEN TO CUT AND TAB HOLE IN J \�,5 WALL PANEL WITH EAVE GUTTER (EG-) 12-14 x t 1/4' S.S. PURUN C P) MAY BE SHOP WELDED) WALL STITCH FSNR SEAL NIPPLE TO CUTTER ROOF STRUCT VSNR N1' C� (565••). BEND TA9 CONNECTION W/ BRONZE (57400) 1'-0' 0. . 3 TUBE SEALANT (80507) 'L• ''� HA SECURE ST BOTH 1d1' x^1 a A307 ,� HALVES OF STRAP Z � t \� R 1 (QSTI-) TOGETHER oUt.1.. � 9050 a LAP DOWNSPOUT NIPPLE STEPPED ROOF END 2 STRAPS PER NI) 2 SECTION R (DFASTEN IN FLASHING (WRT-) PURUN+ • LAVE GUTTER W/ NOTE: 1 1/2" x 1 1/2' A307 A325 BOLTS MAY < 6 PER BOLTED CONN. DOWNSPOUT 8 POP RIVETS BOLTS (49054) (55265) I BE REOUIREU. USE A325 2 PER WELDED CONN. BOLTS AT LOCATIONS DESIGNAT'EO BY �k DOWNSPOUT ELBOW W.P. NOTE:We x 1 'he A307 BOLTS A325 BOLTS MAY ON ROOF PLAN. (DE-) FASTEN TO DOWNSPOUT (DS-) DOWNSPOUT W/ 2 POP FASTEN TO DOWNSPOUT BE REQUIRED. USE A325 RIVETS (55265) NIPPLE W/ 3 POP ♦4 BOLTS AT LOCATIONS RIVETS (55265) � DESIGNATED BY * • A ON ROOF PLAN. •.0 •� ' \ SEE ERECTION DWGS r 1/4-14 x 1 1�8" S.S. N � , ►� .(Z % FRAME 3/16 x 7/8 x 28 A x 1 1h A307 . RAKE BEAM d3 W . �► DOWNSPOUTS 4 FOR QUANTITY OF ROOF650)STITCH FSNR TYP, AT �4 a RAKE BEAM BOLTS (49054) MAYBE GAGE �• '� TME MASTIC OR PLATE (803 5) FLANGE BRACE MAY BE GAGE \� FLANGE BRACE— (FB-) OR (SFB-) OR PLATE DOWNSPOUT ASSEMBLY RC38F1 WALL TO ROOF TRANS. FLASHING RC56XI PURLIN CONN. AT INTERIOR FRAME RSOIA2 PURLIN CONN. TO END FRAME R ALL SYSTEMS » » SOZA1 PURLIN AT END FRAME RS02B1 SSR ROOF W/ ALL LIVE LOADS (METAL FLASHING) 6 � OR 8 � CONTINUOUS PURLINS W/O CLIP 6 �h" OR 8 142" CONT. OR SIMPLE W/O CLIP 11 1/2" CONTINUOUS PURLINS RCWIVJ M 0]/t6/!1 R{90A11/2 R 0�/]0/00 MMAW ASalA1V3 R 0SIQUililillR�2t1W R Ot/10/tf ENDWALL Z� RAKE CHANNEL STANDARD LOW � END STANDARD LOW RKCJ--) AT 6 %- PURLINS PURLIN CUP SAVE PURUN 160 x 1 A0 A325 EAVE PURUN 11r RKCH) AT 819"rP PURUNS BOLTSI(9080 25 AT 11 (EPC2) WELDED BOLTS (49080) p 4 PER CONNECTION( EPC1) BOLTED 2UNLESSPRCON ED TION 1/2' x 1" A307 H S BOLTS PER ENO OF 2 °j -- -- -- — — PURLIN LAP a a de 1/2" x 1 1/2" A307 FASTEN RAKE R BOLTS (49054) CHANNEL LAPS • 2 PER CONNECTION 0 WITH (2) RAKE ANGLE Y4-14 x 1 >ri' I JCP 052050 STRUCT FSNR REFER TO rR-C-3-Nal FOR COMPLETE RK/►06) O B Ih: PURLINS (55307) �. DETAIL RKA08) O 8 ih PURLINS it CONTINUOUS RKA11) O 11 Yi' PURUNS k 8 1/2' PURUNS 0 � O f° A EPC2 00, PURLIN SUPPORT CUP (PC27) A REO 0. AT ALL 3 1/2- PUF INS A RAKE BEAM THAT ARE BRACED W/ Ys PURLIN INTERIOR FRAME JCP052050 Og. SUPPORT MEMBERS (PSM). RAFTER BEAM (1) -14 x 1 Ys" ;,0 ' \S. FRAME q PC27 CLIPS ARE NOT REO-D. AT (1) V4-14 x 1 Y4" WALL STRUCT FSNR HAUNCH NOTE: CLIP CONNECTION (55307) MEMBER MAY BE REQUIRED. v; 6 END FRAMES, TRUSS FRAMES OR WALL STRUCT FSNR EAVE PURLINS W/ EPC 1 CLIPS. (55307) PER PURUN SEE ERECTION DwGS. REFER TO ERECTION DRWG FOR PC27 CUP LOCATIONS. 8 1 /2 PURLIN SUPPORT CLIP RS03A1 RAKE CHANNEL TO PURLIN SM. PR ROOF RS10A1 RAKE CHANNEL TO PURLIN SSR RSi0G1 WELDED LOW EAVE PURLIN INT. FRAME RS11 Al WELDED LOW LAVE PURLIN RS11 A2 AT 8 1/2- PURLINS SUPPORTED WITH PSM'S 6 yt»� » „ „ „ „ I 8 Yui be 11 1� PURLINS W/SHEETED ENDWALI. 6 1�t . 8 1h OR 11 6 PURLIN (PR OR VR WALLS) 6 1h OR 8 1h PURLINS (O.S. GIRTS) P do B END FRAME (6 ltfi" OR 8 L�" PURLIN) RMUIw Rev"/" RitClltMs R 0=/i R:t00rit w/n/w RS11A11/3 R 04/13/10 41 R 1/2" x 1 1/2" A307 11 1 2' HIGH Y4-14 x Till" WALL STI TCH RAKE CHANNEL OR BOLTS (49054) EAVE PURUN FSNR (565••) 1 PER SUPPORT 1 Y4" RAKE ANGLE WILL VARY. SEE RS10** FACE OF 2 PER WELDED CON 2 FSNRS REO'D WHEN SPACE RAKE MEMBER WALL "ANEL EXCEEDS 6'-0' I BOTTOM ROOF SHEET 1/2" x 1 1/2" A3071/2- - 1/2' CLEARANCE BOLTS (49054) Ki — 6 PER BOLTED CONN. 12-14 x 1 " BETWEEN ROOF 2 PER WELDED CONN. WALL STRUCT INTERMEDIATE AND WALL PANEL W.P. �I WALL GIRT AT OUTSIDE FACE i Ile 2SPER(FOOT) OF PANEL RIB '.• PURLIN CLIP © 12-14 x 1 Y•r 1- PURLIN CUP �i• PC13) THRU 4:12• WALL STRUCT STANDARD EAVE SHOWN FSNR (564••) t r� PC13) THRU 4:12. SHOWN �� , PC3) OVER 4:12SIMILAR 2 / FOOT PURLIN PC3) THRU 4:12. SIMILAR �._ i� MAY BC SHOP WELD CLIP) 12-14 x 1 Y4" ONE AT EACH ® CLIP MAY BE SHOP WELDED) WALL STRUCT SIDE OF RIB 12_14 x 1 114*6(A� ' 0ca• I PER FSR {FOOT O WALL STRUCT ��; • FRAME AT NT GIRTS FSNR (564*0) ? 2 PER FOOT �..,� BASE MEMBER ��10 PROfFJ' MAKEBEAMBE CAC!' G\�Z FRAME WALL4STRUCT OR PLATE — G� FSNR 564•• RAKE BEAM ( ) PANEL RIB WALL. PANEL PANEL RIB � OREAdN � 2 PER FOOT �..�—PANEL SIDELAP (SEE ERECTION DRAWINGS) WALL PANEL d!Y 14,190 �p 0AIR 401 r LOW SAVE PURLIN AT END FRAME RS11D2 HIGH EAVE PURLIN AT END FRAME RS14D21 PANEL RIB WALL WC04A1 PANEL RIB W _ BEND ALL AT RAKE WC10A1 PANEL RIB WALL AT SAVE WC110 11 1/2" CONTINUOUS PURLINS 11 1/2- CONTINUOUS PURLIN NER PATTERNS FASTE R:14oW/ BLANKET INSULATION STANDARD EAVE PURLIN Rs"�'° R °' 49140= R Or>ybt/N woo4+aw R 04/15/ft tCt0A1VJ R O2/�!/0! WC11A1V3 R 11/i q THIS DRAWING, INCLUDING THE INFORMATION HEREON, ERECTION DETAILS 992657a—OE—i REMAINS THE PROPERTY OF VP BUILDINGS. INC. IT IS PROVIDED FOR ERECTING THE BUILDINGREV DATE BY DESC BUILDER Elliott-Sheets COnstr .. Inc . DAT07/30 /99 `I DESCRIBED IN THE APPLICABLE PURCHASE ORDER ANO SHALL NOT BE MODIFIED REPROOUCED. OR USED FOR ANY OTHER PUAhOSE WITHOUT PRIOR CUSTOMER Glenn Hayter DRAWN BY WRITTEN APPAOVAL OF VP a�llII�LLpDpgqINGS. THE BE RESPONSIBLE RR ACCIJRIIT RECTOR IS SOLELY RE QUALITY, LOCATION CCIW MANCE IN EIRTNIB ORANI��OETAILSIN Tigard OR ---- VP BUILDINGS CMK BY I'EAENCEO IN THIS DRAWINB AL APPLICABLE PRNAME ERECTION OIETAI``S AND ALN. INDUSTRY OD.TRY 4332 LANDMARK STANDARDS PERTAIN M13 TO PROPER ERECTION. _, VARCO—PRUOEN P6 7400 SW Landmark L t INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SCALE BLDG. NAME 270 X SBO 47 SIT1999.00052,BUP1999 61 of 63 lilii�llillllilllllllltilllllllfllllllllllllll IIIIIIIIIIIIIIilllll�lllllllllllllllllllllllllllllil illi - - - ._ -. ..�„ .. LEGIBILITY STRIP C,m, 0 m0Y cm I 2 3 4 5 6 7 6 9 10 I I 12 13 14 16 17 116 II9 20 211 22 23 24 215 26 27 26 29 30 � r• :; .. ZI 1 I OI � "111111 HONI o tOZ I'l1411111IBJ!111a.�1��I�1.I .t�.a LI.Lt.[ a 11)11 h.1 I 111111 11 I1l d 1.11 III Ll1 171111�.I I 11 I Iji iiI.�.L.ITI LI .i1_j i.I.I a,1,,.1 ILLI X11 li �.1�I.I,h�,01l.IlJ l_LI.I.L►JjlIli I 17 I J�j►ti I]J.tJ j,tlj�lb lj', ,["-d.JJIJ I11�.Oz F4 . ( M.��' lwrNP�+NTrM•.ww"A�n.+MM.MIN.r W IR7l.1rv!,++1+'y�...�Rw'.0 W.MMt w hMowt.. 6n+!MiwR4W+rrMti+s:�.+►n+nrt.ww.,.r•a.sw.rtR...r.:xr_ .. . Oil .. .,. ...,. -r •.... w+nm.w,.,rww�U,NrS+rmw+. ....r.nr+.r,w+r .,, -........,„ .,.,r,.+v.,,r .-e*+r�,t+r+: wrw. .. w,r.w^a.u^r!aln•M+o-wM•e"hpn.r+.n�wwncVMrw.,�..ww.+a ,e.,w•ay........,ew„srM.+N!..�o...:. !w.M.,ww.+.«.. «,+.M•.... ...rpw,.w!!•+Y,yy� .. 1 ; 1 SEE ROOF TRIM SSR PANEL CLIP CO2A FOR MASTIC AND RCO2A1 RCO201 FOR PANEL. LOCATION ENDWALL OR FIELD BEND 1' LIP DETAIL FOR SHEET SEE FASTENER PATTERNS UPPER SEE 0R 80018) AT BLANKET INS AT ENDLAP RAKE EXTENSION ROOF INS i ALL (7) A-14 x 1 St" ON SSR PANEL FACE OF WALL 0 HANG DIMENSION x 1 PANEL S.S. ROOF STITCH FSNR START PANEL DIM PANEL ABOVE FACE OF (ESS THAAT 4` AND GRTR RAK x 10 ," (57650) IN DIMPLES ON PANEL CAP E(RSC P) RT WALL PANEL BLANKET INSnELD Lr` NOTCH UPPER 1�CUT 1 - 1 1/4' SSR ROOF SSR PANEL 5 G Q J PANEL NOTCH CUP SSR PANEL 5 3/40 L'H� . CUP / F•4 iti W 1 LOWER �• f A tY 44s' BEAD OF NON �--.P. ROOF 00 104 TUBE PANEL -� — PANEL SEALANT (8070) CUP 1• ;yls BEAD OF NUN 3/16'x 7/8'x 6' # SKINNING TUBE FASTEN PANEL TO (RSC) STRIP OF PANEL 1 SEALANT (80270) 1/4-14 x 1 1/4- o WITH 1/4-14 x 1 1/8 TAPE MASTIC STIFFENER STRUCT FSNR S.S. STITCH FSNR (80349) W.P. N SPIE (per) ---- (55307) 4'-0 O.C. �.� PURV 2'-0' O.C. 3' �. 3' LOWER SP►'CE 7 LAP 6 1�t N Ms" x 7A" x 2d' STRIPLE O PANEL ENDLAP STIFFENER PSS PV� TAPE MASTIC M915� 910 OR RAKE ( ) a (80345) "`--- -- ------"` SUPPORT SSR MODULE A V' CONTROL STRIP OPTIONAL Y BRACKET L " CLEAN ALL MATING SURFACES To 9E WEATHER i0ts" x Tit' x 280 TAPE (RSB—) SSR MODULE (409to) OPTIONAL Me" BEAD OF NON— 6 � ASIC SEALED. REMOVE FABRICATING OILS. RAIN, SNOW, MASTIC 80345 CONTROL STRIP SKINNING TUBE Ep(,E µ ICE. DEW, OUST AND DIRT PRIOR TO APPLICATION OF ( ) NO EERECTION DRAWINGS (40810) OPTIONAL NOTE: FIXED CLIA PAINTED .. TABS FOR EASY IDENTIFICATION. SEE RC01 FOR SSR CUP SEALANT (80270) Z MASTICS AND SEALANTS FOR FIELD CUT STARTER PANEL DIMENSION ATTACHMENT 1 SR ROOF PANEL ENDLAP RCO2A1 SSR PANEL ENDLAP RCO2A2 SSR STARTING RAKE BLANKET INSULATION RC10A1 SSR AT WALL TO ROOF TRANSITION RC14A1 SSR ROOF AT FIXED LOW SAVE RC17A1 ' ON PURLINS FASTENER AND MASTIC PATTERN PANEL RIB OR VEE RIB WALL BLANKET INSULATION ON PURLINS BLANKET INSULATION I MCMwt w w/v+/Iw I�cowM w w/o1Ao I�IOA11rJ it o7/1s/17s Iecfaslw R o7/>is/tiu acf7ur7 N o7/fs/�n t (�21�") 3/16' x 7/8' TAPE SSR CLOSURE FACE OF IRC38EI FOR CUTTER RC34A1 FOR FLASHING R RI .1/16 x 7 B TAPE MASTIC 1 1/4- MASTIC (80349) PLUG (80135) WALL PANEL SEE STRAP SEE SS RIDGE COVER WALL PANEL / BOTTOM OF 2 -0 Q.G. ATTACHMENT = LOCATION 80349 AT PERIMETER ROOF SHEET 1 V4 (RGCF OR RCCM) THICKNESS OF ) (SRR- 2 Y4-14 x I Lt S.S. ROOF AT RIDGE RIB LAYERS ' EAVE CUTTER 1' STITCH FSNR 57650) OF RIDGE FEMALE RIDGE Y4-14 x 1 K S.S. RAKE TO RIDGE STRAP (STR4) Z V• W.P. 10 PER PANEL COVER (RGCF-) CLEAN ALL MATING SURFACES TO BE ROOF STITCH FSNR TRM�5RION FOR SPAgNGWG• ,�.f r FABRIWEATCATING SEALED.ILS REMOVE �N01A� H0�0 FABRICATING pt.S. RAIN, SNOW. (57650) 10 PER FLASHING I I ICE. DEW. DUST AND DIRT PANEL (SRR-) Y4-14 x 1 Li' PRIOR TO APPLICATION 3/8- S.S. ROOF STITCH MALE RIDGE OF SEALANTS.AAND PLASTIC I I FSNR (57650) COVER " vq Moo x Tit' x 3' TAPE PEAK CAP a (1)/STRAP (RGCM-) ,5 eps < f MASTIC (80347) EACH (PPC-) Wp• � SSR �\f SIDE OF RIB METAL �-�,1_ I PANEL 1hw �1" ` I +� ha PANEL 1• SLOPE (SPC-) 1/4-14 x 1 1/8 .. S.S. ROOF STITCH PANEL RIB OUTSIDE RAKE FSNR 6' D.C. Ms• x • CLOSURE (80140) TL •APE (R x 7 .MASTIC 3w - FASCIA 1/4-14 x 1 1/8" S.S. ROOF TAPE MASTIC STITCH FSNR (57650) i (80349) CONT. PANEL STIFFENER AND TUCKED) FOLDED �'�yi• FILL ALL HOLES PROVIDED AND OVER PLUG STITC x it WALL (PS5) INTO RIB 1 4-14 x 7 8' ( ) STITCH FSNR (565«•) • �� / / IN FLASHING 18 1'-0' D.C. WALL STITCH EAVE CUTTER 9' STRIP OF T1s" x Tit' -�i x lit' x 28' FSNR (565"") (565••) 1/4-14 x 7/8' TAPE MASTIC OVER RIB 1 -0 O.C. WALL STITCH PANEL RIB OUTSIDE (EG-) PANEL CLOSURE (80347) AND 28' STRIP TAPE MASTIC FSNR (56500) CLOSURE (80140) ANGLE (PCA-) SSR PANEL CLIP IN FLAT OF PANEL (80345) (60345) IN FLAT WALL PANEL NOT REO'D OVER 2:12 V4-14 x 1 Lt' MARK FOR OF PANEL ASCIA OUTSIDE CLOSURE I'-0' O.C. S.S. ROOF STITCH TRIM LOCATION RETAINER (RFR10) —/ RAKE FASCIA FSNR. (57650) PANEL RIB FC-34A FOR FSNR AND DO NOT USE itis` x Tii' x 9" TAPE i RETAINER (RFR10) 5 PER PANEL WALL PANEL SEE MASTIC PATTERN PENCIL MASTIC (80347) SEE RC34A6 FOR PLAN VIEW j OVER RIB OF TRANSITION I SSR RAKE TRIM ROOM SSR ROOF WZ EAVE GUTTER ROW SSR RIDGE COVER ATTACHMENT ROW SSR RIDGE FLASHINGz RC34A4 SSR RIDGE TO RAKE TRANSITION RC34A5 PANEL RIB WALLj___jPANEL RIB WALL FASTENER AND MASTIC PATTERN ALL WALL PANELS RCJOII>tN1 R 07/1s/ss xcstAws R 06/01/04 (2) x oo/o+/so 40"Mw/o+/so Ncs+Am R a/aM SSR RIDGE TO RAKE ® 18' x 28' FLASHING RAKE FASCIA TRANSITION (SRR-) MATERIAL (SEA) RAKE FASCIA 1/4-14 x 7/8` ROOF VP200 I Y4-14 x 1 1ti' (RKF-) STITCH FSNR ERECTOR NOTE: NOTE: VP200 RIVET RIVET (RKF-) SSR RIDGE ® (576") 6 PER p� CAP STR4 REO'D O 2 FT. O.C. ' SHOULD BE INSTALLED S.S. ROOF STITCH AFTER INSTALLATION I, COVER RGC-) PANEL Rib FILLER BIRD STOP FSNR (58013) WHERE GROUND SNOW LOAD 50 PER JOINT / �18. ALUM STRIP (PRF1) FASTEN IN (BSI) RAKE FASCIA w IS OF SAVE GUTTER ! FIELD CUT To PLACE W/ 4 POP FASTEN IN PUKE (RKF-) 3 APPLY 3/1 Sx 1/4" TAPE 1 OR GREATER. SSR _ 12' RNEI''S (35265) W/ 4 POP RIVETS �' EDGE (50390) UNDER STR4 REO'D AT 4 FT. O.C. FIELD DR;LL (1) RIB INSTALL 1 ('35265) WHERE GROUND SNOW LOAD its DIA. HOLE S.S. x 1 STI "�� FIELD SEND FIELD COVER o PEAK CAP IS LESS THAN 40N. IN SSR PANEL 7f A 17 S.S. ROOF STITCH FSNRS (57650) ��I �i x iii' TAPE FROM O x 14' ` � 3 FOLD IN RAKE FASCIA SEE ERECTION OWGS. FOR AT EACH RIVET IN HOLES I MASTIC (90349) ALUM STRIP 1 MATERIAL 1 A TO LAP UNDER SPECIFIC BLDG. LOAD. LOCATION. SECTION PROVIDED I AT PERIMETER OF CUTTER CLOSURE p� CAP / 3 (GGC-) FASTEN IN MIN 3' W' • FLASHING (2) PLACE W/ 10 POP / CUTTER A _ _ LAYERS OVER RIB 1• / RIVETS (552FS} i STRAP 1 -- RIDGE A (STR4) 3 / \\ r O 1 I METAL CORNER M . CAP MCC1 ATTACH PPC- TO / lt1G LINE RIVET L,,.' BEAD OF NON " ( ) ) / (10) POP + �, SKIN TUBE oo SEALANT 1101 PLASTIC CORNER (PPC-) 5� CAP (PCC 1) ? / - SEAL INSIDE (RKF- W PERIMETER OF �� SE'ALANTB(80 65)EADS 9E `�• ` CLOSURE W/PERIMETER F RIVETS (5565 CLASHING - -� CUT AWAY BRONZE TUBE VP200 WITH TUBE WITH 2) 14-114`°x IN RIDGE ROOF STITTCH FASSTTEASTEN TNERRS W/T%�w�ERS ((580!5 DT SHADED AREA SEALANT � CEO is 80507 ( ) SSR 1� J` * �D FLASHING MATERIAL To CONFORM TO RIB CONFIGURATION. 45' PANEL �6\S �pINFF /oyyr" * UNE PERIMETER OF FLASHING MATERIAL WITH (2) BEADS OF TUBE SEALANT (80265). � � E ,A I (D MAKE A 3 FOLD IN FLASHING MATERIAL AND ATTACH TO RIDGE COVER WITH (',18015 1 C34A FOR SEC 14-14 x ISN' S.S. ROOF STITCH FASTENERS WITH %* WASHERS AT 2 D.C. ALONG END& —'I ��-- EAVE GUTTER (EG-) PLASTI" PEAK SEE SAVE DETAIL RC32•« RC37«• TION THROUGH NOTCH DETAIL CAP (Ppc-) FOR RAVE GUTTER J 0RE801 SEE TRANSITION � �� CUT AND ATTACH 16 ALUM STRIP EACH SIDE OF FLASHING MATERIAL WITH FASTENERS AT 7' O.C. 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REFERENCED IN THIS OP.AWING. ALL APPLICABLE PROD. NAME i VP ERECTION DETAILS AND ALL INDUSTtatr 4332 LANDMARK VARCO PRUOEN STANDARDS PERTAINING TO PROPER ERECTION. ' PG 7400 SW Landmark Ln INCLUDING THE CORRECT USE OF TEMPORARY BRACING. [FCA-LLE BLDG. NAME 270X 180 SIT1999.00052,8UP1999-041 S � 62 of 63 LEGIBILITY STRIP O 2 3 4 5 6 7 A 9 10 I I 12 13 14 is 1�7 118 I9 20 21 2�2 23 24 25 28 27 28 29 30 i LP z �. I I I I I OI b MDNI 0 IOZ 44 11,11,111,111!1 i l.L�l l l 11.1l�.l�11111 L.Ia_I!I I111thT,I o 11.1 I .,.l.l_l l��t�►�1aJ ill�l�.l�(�1.I�.IJ.�I I I.II�.!11�ll�i��.1a1�1�11��a1�l�ll l�laJ��1.�1 i.l_I.I �a •. .. �MNM•kM!wr.x.+t•nw..��crr.�,h...,,,,dliy�"..r.►wdM�''e,wnrr„w.,,.. _. ••!• Rw. wMn _ �wr'n' '-"'� , - ' Mn� • ' goo !.waN„YYMn..++4.Www'n•"•hwY...'^.w",,or«..w+ww.+wwnw:.�:..x.Nnr.Mrw a.wh..+r«,,..q,wig.w .w,ww.brw.w.,.....w.•ru».+w+«.'ur, waw..ww....w.ww^....Fpw+AL,+.+.+M+W.,... .. .,. i q 1 t 'I 1 Am x 1" A307 BOLTS (49050) 2 PER CLIP W 1- A,307 � ,R. BOLTS (49050) 4 PER HEADER 3 1 ' 8 1+!<' JAMB. 6 Am OR a %6 � � SINGLE OR DOOR HEADER i D0111JgU GIRT CUP (GC4) ® OR SHOP WELDED i i qa (GC1) ,% 4 _ 6 K" OR Am x 1 1i" A307 " � �►dp � Q B >h- BOLTS (49054) / 2 PER CUP EQUAL 3- EQUAL A T T-, G O A" r 1- A307 a Am OR g AmBOLTS (49050) 4 PER CUP OPENING JAMB, SINGLE I HEIGHT A SECTION A—A V HEADER TO JAMB1 20D9 JAMB TO COLUMN CONNECTION WS21A4 ANY HEADER, ANY SINGLE JAMB 8 Lit" OUTSET GIRTS, 8 L4" JAMB MS70D11111,07 A 10/31/1" W1MW R 07MIft I Ep PROfffJ� k`O, INF� kyr 58621 p 9 oalsoN !d!r 14A9��/ JOB NO. THIS DRAWING, INCLUDING THE INFORMATION HEREON. ERECTION DETAILS CA9926574-0E-i REMAINS THE PROPERTY OF VP BUILDINGS, INC. IT IS PROVIDED FOR ERECTING THE BUILDING BUILDER DESCRIBED IN THE APPLICABLE PURCHASE ORDER REV DATE BY oESC E11 iott�S.reats Constr., Inc . OATQ7/3Q/99 I; AND SHALL NOT BE MODIFIED REPRODUCED, Q ' OR USED FOR ANY OTHER PURWQ WITHOUT PRIOR CUSTOMER Glenn Hayter DRAWN Sr WRITTEN APPROVAL OF VP BUILDINGS. THE GENERAL CONTRACTOR AND/Dq ERECTOR IS r SOLELY RESPONSIBLE FOR ACCURATE. GOOD QUALITY, LOCATION WORKMANSHIP IN ERECTING THIS BUILDING IN Tigard , OR CHKO. er y CONFORMANCE WITH tHis DRAWING, DETAILS fVARCO—PRUDEN ILDINGS REFERENCED IN THIS DRAWING. ALL APPLICABLC- PROJ. NAME VP ERECTION DETAILS AND ALL INDUSTRY 4332 LANDMARK 7400 SW Landmark Ln. ISTANDARDS PERTAINING T7 PROPER ERECTIO!+, PG SIT1999-00052,BUP1999.00 INCLUDING THE CORRECT USE OF TEMPORARY BRACING. SCALE SLOG. 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