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Plans BUP2014- 00204 REUSE OF ROCU EN`£ US t This document,and the Ideas : ,��. �,F, and designs incorporated,as ars Z014� instrument of professional OC, service is the property of 101-01 SPACES AT T-9"�2Z-6" 3°-9" �� r; � Western Design Group, Inc. 3e " ) �� iUN and is not to be used,in ole TYP esti; q � 1 TYP TYP �� 1 TYP TYP 1° � �1� TYP � .�fa x ° car�r� ion without 52.0 1 i � 6 �� Cad 5 3 � or in pert f y ��- � �� the written authorization of ,�� 1 52.0 52.0 StM ° > `� ��, _ 52.0 52.0 1 � �� 52.0 52.0 � Western I?��in�t�up° Inc. 52.0 ° , @ _ HSS10x3x3/5 W5x15 on- >-2-("x 4'-0"FOOTING WITH 2°-.0"x Z-O"FOOTING WITH _ —f--- W5x15 W5x15 BELOW W5x15 5 3ARS AT 12 O.C.EACH WAY (3)#5 BARS EACH WAY -1 ° MA TCH(E}FOOTING DEPTH E 3 1/5"x 27"GL B BELOW ° * MATCF{(E}F TINC�I3EF�TFI IL - } ---- ------- ---® ---A_------� -----m®ICAL Bw�� ®aRa® "��m sus� � � � � ". ." 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(E)FOOTING,TYPICAL ®_______ _ T`�F'IC�E " ze x B L) _ W ------------------------ -- LLI 1 8 ➢ ➢ -------- __.___ _-- f ➢ ➢ TEWOODSTUCK WALL {E}WOOD STUD WALL f � g B E}THICKENED SLAB � (TYPICAL}WTYPICAL - Wf @ r TYPICAL _--_ _------- 1� SLOPED 5x15 _ ® W8x15 0 UJ 5 1 R @ t s <co ¢ d @ P ® (E}5 118"x 24"GLB BELOW < t f i ----__.----— --- --_- us a f ➢ i B ➢ I } � P t ! ® -b, ➢ ➢ I i � (E) 'MU PIER FOOTING � � �________-_-___ __-_ TY1 CAL f d 4 @ P �--------------- -----_'-- 4 F SLOPED W8x15 W5x15 CN P ! t PI 1CN @ @ t R S 2 R t i i2.0 P U) W 52.0 11°-31/4" K'A-""'\ SIGNAGE FOUNDATION PLAN rB-""N SIGNAGE SOFFIT1 NG PLAN — SIGNAGE ROOF FRAMING PLAN— Z cf) < 1/4"-V-0' 194" 1-0" 194"=V-0" FOUNDATION NOTES- SOFFIT FRAMING NOTES., SOFFIT FRAMING NOTES,.- 00 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH 1. CONTRACTOR TO VERIFY ALL[DIMENSIONS AND ELEVATIONS WITH 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS, ARCHITECTURAL DRAWINGS. ARCHITECTURAL WINGS. 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS SHOWN. 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS SHOWN, 2, CONTRACTOR TO FIELD VERIFY ALL EXISTING C0iNDITIONS SHOWN, NOTIFY ENGINEER OF RECORD IMMEDIATELY WITH ANY NOTIFY ENGINEER OF RECORD IMMEDIATELY WITH ANY NOTIFY ENGINEER OF RECORD IMMEDIATELY WITH ANY DISCREPANCIES. DISCREPANCIES. DISCREPANCIES. 3, CONTRACTOR TO VERIFY ALL FOOTING ELEVATIONS WITH THE FOLLOWING CRITERIA: TOP OF FOOTING TO BE MINIMUM 12" PERMIT SET BELOW FINISH GRACIE AND FINISH FLOOR,BOTTOM OF FOOTING TO BE A MINIMUM OF 15"BELOW FINISH GRADE. 08.26.14 4. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND COMPACTION TO SUPPORT FOUNDATIONS AND CONCRETE SLAB ON GRADE. CTtjr? �`D More s E EGON UtY of Tigard M Y,1`9 App,rrwcap' Plans EXPIRE : °_7'L &��.� '�_ � DATE [)ESCfPIiOPd . .,.. r1 r 09.26.14 STRUCTURN REVISIONS I OFFICE COPY0 cN@ V CN DRAWNBY KR CHECKED BY KMK Vs Z a_ []JOEBBe 20140386 I STRUCTURAL I 0) to 0 n sino0 REUSE OF DOCUMENTS This document,and the ideas and designs incorporated,as an instrument of professional BEAM PER PLAN 1/2"MAX service is the property of Western Design Group, Inc. and is not to be used,in whole or in part,for any reason without the written authorization of Western Design Group, Inc. CJP TYPICAL CAP PLATE PER 2 _T14 0 PER TYPICAL GAP PLATE TO MATCH KE�) BEAM FLANGE THICKNESS 3/16 3/16 BEAM PER PLAN 2' RADIUS COPE AS REQ`D 1/4"PLATE x REaD 1/4 1 1/2' PLATE 1/4 x REQ'D WITH S U L T I N G 114 1/4 (2)314-DIA THRU-BOLTS; G I N E E R S 3/16 V - I — I Cj' -<F 114 LL /L311T6 — 3116 1/2 BEAM PER I U, 10 RADI S Col 1*1/2' Pt ATE 114. T" 3933 SW Kelly Avenue Portland - Oregon 97239-4393 BEAM PER PLAN 1 112" 3116 3)SIDES r5_�� SIGNAGE FRAMING DETAIL 503-222.4453 vImk@vImILcDm STIFFENER PLATES 114 V 1 503.248.9263 wwwxImk.cDm BASE PLATE *--COLUMN PER PLAN PER(�PTYPICAL I"=V-0" STIFFENER PLATE TO MATCH BEAM FLANGE THICKNESS —COLUMN PER PLAN EACH SIDE BEAM PER PLAN Uj FIELD VERIFY SLOPE F- COLUMN PER PLAN- --*—(E)CMU PIER 3 1/2' 1/4 z z _-___---_--_ SIDEWAL 3/4'BASE PLATE WITH (4)3/4"DIA x 9"EMBED o- z J_BOLTS 4- 0 -*—LINE OF(E)BUILDING t BEAM PER PLAN F ------------ FIELD VERIFY SLOPE 0 cZ z z STIFFENER PLATES- 112- 1/2"STIFFENER PLATE COLUMN PER PLAN0 PER( TYPICAL AS OCCURS S2 BEAM PER PLAN,TYPICAL 2 :E x (2)#4 x REQUIRED EPDXY ES2.0 Uj LU DOWELS AT 6"OC. 05 (4-EMBED) 1 TYPICAL z AS Q • +iI'';I.`, ; iI at - 1/4 7— �':- . 0 LLJ z (3)SIDES, CJP TYPICAL 1/4 TYPICAL R 0 '[A cl) L�(E)FOOTING LLJ CY STIFFENER PLATE TO MATCH 3/16 Uj BEAM FLANGE THICKNESS T -------- .4—LINE OF(E)BUILDING 0 > 11+4 4�LCJP 3/16L < < Z) N L' 1/4 —PLATE 1/2x3 1/2x5 (3)SIDES z 4'� 3/16 a r 1/4 SEAM R PLAN STIFFENER PLATE TO MATCH FOOTING PER PLAN BEAM FLANGE THICKNESS =EAM PER PLUAN,TYPICAL COLUMN PER PLAN------*- AS OCCURS W < z 0 W Z 1 SIGNikGE FOUNDATION DETAIL NOTES: 3 SIGNAGE FRAMING DETAIL 2. 1"=V-0" 2. 1"=V-0" 0 (9 1.) ALL COMPLETE PENETRATION WELDS TO UTILIZE AN ELECTRODE WHICH HAS A CHARPY V-NOTCH TOUGHNESS RATING(CVN)OF z W 20 FT-LBS AT-20®F AND 40 FT-LBS AT 70*F> PIC Z� ELI U_ TYAL 2.) REMOVE ALL BACKER BARS AND RUN OFF TABS. 1/4 V U) 0 0) ................__" < 0 0 '14 V 1) ALL CJF`WELDS TO BE GROUND SMOOTH AND FINISHED W WITH A 1!4"FILLET WELD, rr (9 < 4.) PERFORM ULTRASONIC TESTING ON ALL CJP WELDS. 5.) FULL TIME SPECIAL INSPECTION REQ`D ON ALL CJP WELDS. 1/4 (3)SIDES Z (9 z W C) 00 W Nr- SIGNAGE FRAMING DETAIL 1"= V-0, 4 SIGNAGE FRAMING DETAIL 0 2. PERMIT SET 08.26.14 (3)SIDES,TYPICAL 1/4 (3)SIDES,TYPICAL 1/4 2 1/4 L3x3x1/4 x RECrD EACH SIDE 114 CAP PLATE PER MITER L3x3x1/4 x REQ`D EACH SIDE 52.0 \ F BEAM PER PLAN WITH PRR L 1/4 114 BEAM PER PLAN WITH C;1 1/4"CAP P 1/4"CAP PLATE N LA' 1:: 1/2x4x1I BASE PLATE WITH —1/2x4x1I BASE PLATE WITH R G N (2)3/4"DIA x 6"EMBED EPDXY (2)314-DIA THRU-BOLTS -Y ANCHORS AT 8"O.C. AT 8"O.C. STIFFENER P 23, TES PERP TYPICAL CELLS MUST BE GROUTED LA PER /'� TYPICAL / 2 N BEAM CONNECTION KT) PERWICAL EXPIRES: 201S (D —DATE DESCIPTION E COLUMN PERP LAN EQ EQ 1 09.26.14 STRUCTURAL REVISIONS csa LINE OF(E)ROOF —(E)CMU WALL WITH LINE OF(E)ROOF —(E)2x8 WOOD WALL AT 16-O.C. NAILER WITH DOUBLE TOP PLATE 0 MITER CNI 7 BEAM PER PLAN WITH t BEAM PERP WITH CL 1/4"CAP PLATE t 1/4"CAP PLATE 4) FIELD VERIFY SLOPE V) FIELD VERIFY SLOPE ccs cv (E)FINISHES (E)FINISHES B —LINE OF(E)BUILDING DRAWN Y KDR y KMK STIFFENER PLATES PER �2 TYPICAL JOB 20140386 0 STRUCTURAL DETAILS 0 6 SIGNAGE FRAMING DETAIL 7 SIGNAGE FRAMING DETAIL /"'��8 SIGNAGE FRAMING DETAIL 0 2. 2. 2. S2mO C111 REUSE OF DOCUMENTS ABBREVIATIONS PROJECT TEAMThis document, and the ideas R E C E I V E and designs incorporated, as an F GREENWAY TOWN CENTER instrument of professional A E L R OWNER ATLAS INVESTwhrli 2 service is the property of Angle E East L L__. R Riser 333 NW 9TH A�T Western Design Group, Inc, 0 &[TE 1009 At EA Each 4� AN and is not to be used, in whole + And EF Each Face LAB I-Aboralory R Radius FACADE REMODEL PORTLAND, or in part, for any reason without LAM Lan*mte RA Retum Air AB Anchor Sol EAGG Exposed Aggregate LAV Lavatory RB Rubber Base I N 6' the written authorization of A/C Air Conditioning EJ Expansion Joint LB L-ag Ba RD Rod Cksin Western Design Group, Inc. ACT Acoustical Ce&V Tie EL Eilevation LDW Len Door Width FIEF Reference DESIGNER WESTERN DESIGN GROUP ACOLIS AAcoustical ELEC Elecitrical U. LarKbc"WandReflected AD rea Drab ELEV Elevaor LKR ocker FeFR Refrigerator 12100 12196 SCHOLLS FERRY RD 4612 NE MINNEHAHA ST ADD Addendum tL E.0�& Edge of Slab LL Live Load REW Reinforced VANCOUVER, WA 98661 D ADJ Adjaced ENCL Enckmm LS Lartdsca0v RESIL Resilient 360-699-5317 <5�01 ADJT AdAntable ENOR Engineer LT L#d REOD Reqked 360-694-7818 FAX XFFAbove Fkkh Floor EP Electrical Panel LVR Louver REV Revise or Revislon TIGARD OREGON 97223 te CONTACT: DAVID HARDISTER N WIN t76 AGG AggregaE0 Equal RM Room ALS Area Light Standard EOUP Equipmerd M 110. Rough Opwft ALT Akm*un ES Each Side RWIL Rain Water Leader ANOD Anodized EW Each Way MArL Material RCP Reffected Callingi Plan STRUCTURAL ENGINEER VLM K CONSULTING ENGINEERS APPROX Approximate EDF Elacitic Drinking Fountain MAX multmon 3933 SW KELLY AVE. P OR ON ARCH Archlechral EXUr ExWg MIS Machins W PROJECT DESCRIPTION AUTO omatic EXP Expansion MC k4neral core S PORTLAND, OR 97239 AFC. Apt Above FW*h Ce*V EXT Exterior MDO Medium Dart*Overlay THIS PROJECT CONSISTS OF AN EXTERIOR FACADE ADDITION, INCLUDING NEW STEEL FRAMING, PHONE: (503) 222-4453 MECH Mechanical S South WOOD, AND PAINT. CONTACT: KEN RUST OF B MED Medium SC Solid Core F MEMB Membrane am Seat Cover Dbpmw DC Boltmn of Curb LIM Mezzanine SCHED Schedule MFR BD A e Manufacturer SD Soap Dispenser 0 Board FFirAlarm ILL! SFF. Below Fk*h Floor FAST Fastener 144H maittole SECT Section BITUM Blturnilloue FS Fiat Bar Ll Maleable Iron SGE SemFgloss Ermnel BLDG Bukkv FW Furnished byOthers MIN Whiew SH Shell 0 BLK Block FD Floor Drain MIR Mirror SWG Sheathing cr_ RAG Blo(� FDN Foundation MISC Wpoellaneous SHWR Shower < BA k Bench Mark FE Fire Exiinguilsher M0 Masonry Opening SHT Sheet PROJECT DATA'. 2� BM Beam FEC Fire Extinguisher Cabinet WTD Mounted Sm SkTAar Z B.O. Bottorn of- FIF Fk*h Fkx)r MR- metal si seismic Joint BOT Bottom F+10 Fire Hose Cabinet MULL L*Aon SL 811*9 BRO Bearing FN Finish MEDCAB Medk*w Cabinet Sm Sheet Metal BUILDING LOCATION: 12100 - 12196 SW SCHOLLS FERRY RD. B.S. Both Ski" SND Swtary Napkin Dispenser TIGARD, OR 97223 3f B-qW Basement FL Floor Sm Sanitary Napkin Receplacle GOVERNING CODES: 2010 OREGON STRUCTURAL SPECIALTY CODE 0- Z FLASH Fk"V GENERAL NOTES: BIDDER DESIGN ELECTRICAL CRITERIA BTWN Between N SPEC Spealcation < BUR ® Rod FLUOR Fkjorescent Sware 0 3: FO Face otSPRINKLED: NO W F- BPW Bed Pan Washer FOC Face of Concrete N North Ss Stainless steel 1 ALL WORK TO COMPLY WITH THE REQUIREMENTS OF THE CITY OF 1 ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE POWER, SIGNAL AND LIGHTING 0 < C FOF Face of Finish NA Not Applicable S+V Stain+Varnish CONSTRUCTION TYPE: VB (ASSUMED) Z NAT Natural STA Station TIGARD, THE CURRENT EDITIONS OF OREGON STRUCTURAL SPECIALTY CODE. DESIGN AND PROVIDE CALCULATIONS IN CONFORMANCE WITH STATE ELECTRICAL Z Fom Face of Masonry 0 0 MC Not In Contract STD Standard ANY BUILDING OFFICIAL, SUBCONTRACTOR OR TRADES PERSON CODE, ENERGY CODE AND BUILDING CODE. I OR C Channel FOS Face of Stud V5 CAB Cabinet FOTS Face of Tube Section NO�OR# Nwnber Stock NOTING DISCREPANCIES SHALL NOTIFY THE DESIGNER IMMEDIATELY OCCUPANCY: M and B Uj NOM Nominal at" CB Catch Bash FRT Fire Retardant Treated UPON DISCOVERY- Z ELECTRICAL DESIGN CONTRACTOR WILL REVIEW THE PROGRAM DRAWING NS Nelson Stud STOR Storage 8 AND WILL MEET WITH THE TENANT TO FINAUZE THE EXACT POWER LOCATIONS Z CEM Cement FT Foot or Feet ffrFMT Sructurst 3: CR Contractor FwrAdwd FTG Fooft NTS Not to Scale SUSP SuqmAed 2. CONTRACTORS SHALL COORDINATE ALL REQUIRED INSPECTIONS BY THE AND REQUIREMENTS FOR EQUIPMENT. DESIGN WILL PROVIDE FOR CODE Z FURR Furring NIS Not In Shall bria Uj and knialled gym Symmetrical CITY OF TIGARD, AND ANY OTHER GOVERNING AUTHORITIES AS REQUIRED AND MAINTENANCE RECEPTACLES. DESIGN WILL INCLUDE 0 CG Corner Cluard G SYST system REQUIRED. FIRE ALARM SYSTEM IF REQUIRED, COORDINATED AND EXTENDED FROM INDEX OF DRAWINGS U) g 50 1-- CI Contractor lnetaffed Only Uj Cast Iron 0 BUILDING FIRE ALARM SYSTEM. OUTLETS, PHONE AND DATA JACKS SHOWN 99 GA Gauge AO,00 COVER SHEET CLG T 3. CONTRACTORS SHALL VERIFY AND CONFIRM EXISTING CONDITIONS ON ARCHITECTURAL PLANS(IF ANY)ARE MINIMUM REQUIRED AND MAY NOT Ceftv GALV Galvanized OA Overall A1�00 PLANS, ELEVATIONS, AND DETAILS 0 CLOS Closet SHOWN OR IMPLIED ON DRAWINGS PRIOR TO THE START OF INCLUDE ADDITIONAL OUTLETS REQUIRED BY CODE OR FOR MANTENANCE. a) GB Grab Bar CBS Obscure CLR Clear 0C T Tread CONSTRUCTION OR ORDERING MATERIALS, AND NOTIFY THE DESIGNER U) C%) Contraction Joint General Contractor 0C On Center Soo STRUCTURAL NOTES AND SPECIAL INSPECTIONS < CX Control Joint Go Gelvarked Iron OD Outside Dimnoter TB Towel Bar OF ANY DISCREPANCIES. 1 ELECTRICAL DESIGN CONTRACTOR WILL COORDINATE HIS WORK WITH THE S10 STRUCTURAL PLANS Z CMU Concrete Masonry Unit OL Glass op• owner FuTAfto T+B Top and Bottom ARCHITECT AND WITH THE HVAC AND FIRE SPRINKLER DESIGN/BUILD COL Cokenn GL GIU Lam O.F.Cl Owner Furnished, TC TelaTop of Curb 4, CONTRACTORS SHALL OBTAIN AND PAY FOR ALL TEMPORARY UTILITIES CONTRACTORS, S20 STRUCTURAL DETAILS COMP QND Ground Cordractor Installed TEL oxxw CVmPoMon TEMP Tempered INCLUDING ELECTRICITY NECESSARY FOR CONSTRUCTION. CONC Concrete op GaMu*ed Pipe 0FR offloo GRD Grade OH Over Head T+G Tongto and Groove 4. ELECTRICAL DESIGN CONTRACTOR WILL MEET WITH THE TENANT TO Q0, Concrete oper*v QW Gypsurn Veneer Plaster OPNG oper*v TW Thick 5, ALL CONSTRUCTION DEBRIS TO BE NEATLY STOCKPILED ON SITE UNTIL DETERMINE AND/OR CONFIRM THE LOCATION OF ALL DATA AND COMMUNICATION CONN Connection Tit Tool Joint CONNECTIONS REQUIRED AND INCLUDE CONDUIT TO 6"ABOVE FIN CLG. BOX AND OONST Construction Gyp Gypsurn Board OPP Opposite DISPOSAL, ALL DEBRIS IS TO BE DISPOSED OF IN LEGAL MANNER AT A OONT Continuous 0S culside- Tr Top of Pave"WA LANDFILL OR RECYCLING CENTER. NO DEBRIS IS TO BE DISPOSED OF IN PULL STRING IN THE REQUIRED LOCATIONS UNDER THE T.I. CONTRACT. W CONTR Contractor H OR Owner Furnished TM Tollat Paper Dispenser < CORR Corrktor +linslalled Tr(XS) Surface Mounted LOCAL WASTE COLLECTION FACILITIES. 0 CR Contractor I'lough-in HB Hose aft Toilet Paper Dispenser Z X CRRR Contractor Remove4 FIC, Hollow Core TS Tube Section 6. CONTRACTOR SHALL INFORM THE DESIGNER OF ANY AND ALL 5. CONFIRM LIGHTING SWITCHING REQUIREMENTS WITH OWNER Relocated+Rainalalled HC Handicap Parking Stall p TV Television REQUESTED CHANGES, CONTRACTOR SHALL NOT PROCEED WITH CS Countermink HIDWD Hardwood TW Top of Wag 0 (D CN Caj Construction Joint FIDWR Hardware PAR PWBM TYP Typical REQUESTED CHANGES OR DIRECTIVES WITHOUT PRIOR AUTHORIZATION 6. CONSTRUCTION AND AS-BUILT DRAWINGS TO BE PROVIDED ON ELECTRONIC N PC FROM THE DESIGNER AND A WRITTEN CHANGE ORDER. Z CSMT Casement HM Hollow Metal Precast U MEDIA, AUTOCAD RELEASE 14 OR LATER, TO THE ARCHITECT FOR THE U) LIJ CT Ceramic Tie H(W Horizontal PIP Pawed in Plam OWNER'S RECORDS. W LL CTR Center HIP Hour Pi Panel Joint LINFIN Un**tw)d 7, CONTRACTOR SHALL PROVIDE STORAGE FOR ALL BUILDING MATERIALS IN 3: Centerthe R I*" PL Property Lka US tkhw AC aPte ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. T ELECTRICAL DESIGN/BUILD CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY 0 CW Cold Water HVHeling/vendating/ .LAM Plastic Lamina Air Conditioning PLA$ FbAger U/Cur Lhxjer Cult ALL DEVICES, INCLUDING BUT NOT LIMITED TO: STROBES, ANNUNCIATERS AND W j FfW Hot Water FLYWD FV*ood uxo� Unless Noted C#wwwke 8, ALL SUBSTITUTIONS MUST BE APPROVED BY DESIGNER, ALONG WITH EGRESS LIGHTING, REQUIRED BY ALL APPLICABLE CODES, POWER AND ID PR Pat V WRITTEN REQUESTS CONTRACTOR SHALL PROVIDE ALL INFORMATION LIGHTING DRAWINGS INCLUDED IN THIS DOCUMENT ARE FOR DESIGN PREFW Prek*hed REGARDING THE SUBSTITUTION IN QUESTION, INCLUDING COST. PURPOSES ONLY. ANY DEVICE REQUIRED BY CODE OR BY BUILDING OFFICIAL c) W DBIL Double P.T. Pressure Treated Vs valeor Barrier AND NOT INCLUDED IN ELECTRICAL DESIGN/BUILDERS BASE BID SHALL BE Z < DEMO Dentollsh FM Paper Towel Dkipenser VEFTr vertical 9, SOLID WOOD BLOCKING, INSULATION, OR OTHER FIRE STOP MATERIALS IS INSTALLED AT THE ELECTRICAL DESIGN CONTRACTOR'S EXPENSE. DEPT Deparftnent ID Inside Diamler(DhO PTDR Conftation Paper Towel DET Dotal NSUL WaAabon Dispenser+Receptacle VEST Vestibule TO BE PROVIDED, BETWEEN TOP STORY AND ROOF FACE, (D DF Drk*kV Fountain INT interior PTN Partition VFY Verily Z DIA Diarneter 1W Invert FITS Paw Towel RecePtacle, VG vertical Grain 10, CONTRACTOR SHALL PROVIDE SAMPLE OF FINISHES AND STAIN COLORS W 0 DIAG Diagonal FS Iron Pipe size PVC Po"inyl W FOR APPROVAL BY DESIGNER, THIS INCLUDES INTERIOR AND EXTERIOR MY OF TIGARD 00 DIM Dwroenaion FVMT Pavemnt W DISP Dispenser W. Wift PAINT, AND SHEET ROCK T OCEXTURES. REVIMMD FOR CODE COMPLIANC33 DX Deflection Joint W West OREGON 2010 ENERGY CODE DL Dead Load JAN JarAtor W/ With Approvedt DW Demountable JT Joint WC Water Closet 11, WRITTEN DIMENSIONS AND NOTES ON DRAWING SHALL TAKE PRIORITY OTQ DN Dow JST Joist Q WD. Wkxiow Dkrmwdon OVER SCALE OF DRAWINGS. DO NOT MEASURE DRAWINGS TO DETERMINE NO CHANGE TO BUILDING ENVELOPE Do Door Opening K WD Wood ANY DIMENSIONS. DRAWINGS ARE IN SCALE FOR PURPOSES OF DESIGN DF Dannproding OT Quarry Tie WF Wide PWW AND INTENT ONLY. ALL DIMENSIONS SHOWN PLANS ARE FROM AND TO EXISTING EXTERIOR WALLS NOT TO BE EXPOSED UNDER THIS PERMIT. Addreest DR Do" Krr Kftchen WG wwe&n DS Downspout KD Kiln Dried WH Water Heater FACE OF FRAMING OR FROM AND TO CENTERLINE OF WALLS, UNLESS NO CHANGE TO EXISTING ROOF INSULATION AND EXISTING ROOFING TO REMAIN. Suite*1, Stancipipe WDW WKX*)W OTHERWISE NOTED. Lr[a PERMIT SET DT Drain Tie W/o Without NO CHANGE TO EXISTING GLAZING Date: DWG Drawing WP WalerProoft 12. ALL FEATURES OF THE WORK NOT FULLY SHOWN SHALL BE OF THE SAME 08.26.14 f Diameter or Rotwid WS Waterelop TYPE AND CHARACTER OF THAT SHOWN FOR SIMILAR CONDITIONS. IN THE WSCT Wainscot EVENT OF THAT ADDITIONAL WORK IS REQUIRED TO COMPLETE THE WORK AS NO CHANGE TO EXISTING LIGHTING WT weight WWF Welded INTENDED OR REQUIRED BY GOVERNING CODES, YET NOT FULLY SHOWNPLAN OR OMITTED BY IN THE DRAWINGS, CONTRACTOR'S) MUST STILL PROVIDE OFFICE COPY NORTH FOUNDATION, CARPENTRY, MECHANICAL, ELECTRICAL AND OR/PLUMBING AS REQUIRED FOR CERTIFICATE OF OCCUPANCY, INCONSISTENCIES, OR DISCREPANCIES. 13. VERIFY ALL DIMENSIONS AND MFR. SPECIFICATIONS OF OWNER FURNISHED EQUIPMENT PRIOR TO CONSTRUCTION. 14, DO NOT SCALE DRAWINGS. r...................... ... .......... SITE go, JONATHAN H.DUNN,ARCHITECT -A DATE 7DATE DESCIPTION ..... 14 RECIM , -, t L-J J, J MECHANICAL, ELECTRICAL, PLUMBING DESIGN BUILD NOTES 1. ALL MECHANICAL, ELECTRICAL, AND PLUMBING WORK SHALL BE PROVIDED UNDER A SEPARATE CONTRACT AND PERMIT, SUBMITTALS SHALL BE DEFERRED- Z IT IS THE DESIGN/BUILD CONTRACTOR'S RESPONSIBILITY TO CONFORM TO ALL APPLICABLE BUILDING CODES AND TO PROVIDE ALL DOCUMENTATION Sa-"A K DRAWN BY BP, CE REQUIRED TO OBTAIN PERMITS FOR WORK UNDER THEIR CONTRACT, 3. THE OWNER AND DESIGNER ARE NOT RESPONSIBLE FOR ADDITIONAL COSTS OB 13-ATS-4062 INCURRED DUE TO DESIGN/BUJ ILD CONTRACTOR'S ERROR AND OMISSIONS. NORTH Q NT.F' INII MAP 14 � - - Fc OVER SHEET NOT FOR CONSTRUCTION AO' mOO I I I 7 REUSE OF DOCUMENTS 30"� 11 � A1,Ot3 This dooulTT nt,7ideas�PP@ end d�Sign�inoinstrurrtont of pr - service is the property of ISTEEL Western Design Group, Inc. ROOF 4 30'-0" and Is not to be used, in whole�EY�Na F — & or in part, for any reason without CD FRAMING BEYOND, --- EggWOOD C A�.00 the written authorization of SEE STRUCTURAL - --- -- - -- TS scorn Design gaup, Inc. AN- I AS BUILT E TUBSTEEL W 15 EL LOCATION / /FFRAMIENG,SEE FR ES,SEE C1F tSTiNG LINE C}F EXtST tNC�1 $X15 STEEL FRAMES, -- _-- :__ EXISTING STRUCTURAL --ST CTURAL W Ft�CDTihIGS- P@P CANe�PY Ase�v – ®m0 1PAO SEE STRUCTURAL A1,00 I�rIn�N @ --- -- clufm TUBE STEEL FRAMING, �(� � � �-� SEE STRUCTURAL I I FraainI ( ( CD --- — — --- --— --- ------ ONCRETE 59 STRUCTURAL _6'WOOD SLAT - E � , I - _' X1,00 I (0( P-17/8" LLJ � SCALE.—1/8"= V-0" I MID-SPAN BLOCKING L) P' 1 041 4 I 2X4 WOOD SUES-FRAME -- � � _ ._. � _.._ � CL Z BETWEEN STEEL TUBING, A1.00 ------ PAINT BLACK. ' F I SEE STRUCTURAL � 30'-0 1/2" _--_____..______.-----__ -_-_._.__-.._._..__ 4„_ of FRAMING BEYOND, -- ---- SEE STRUCTURAL SEE STRUCTURAL - -. -- COLUMN BEYOND, ROOFLLJ I Cl? # SEE STRUCTU L BEYOND 1 A , WOOD OfSLATS ? w F— U) I ( W cos m c W8X15 STEEL TU E STEEL `a f 0 FRAMES,SEE FR MING,SEE� _ � 1 STRUCTURAL ST UCTURAL I -9-1M HEIGHTS 3 i EI EI "a n m III E )�F i CONCRETE � F P@ � @ @® TING,SEE � ��L o 1B = 1 -0 STRUCTU L— I 1 1 ,I LL Z CC UILDI.NG" tt W ILL $$S� �� SIp.PP4 1B @4 EDGES OF GAP NEW SIGN BETWEEN W8X15 STEEL FRAME FACADE--AELEMENTS NEW 3°X 112"FLAT STOCK - - - - - -- ---- ------- - - ---..- ------ C(3NNECTiC9N TO PARAPET, EDGE C?F --- _.__-_.__._._._ EXISTING SEALANT ALL AROUND i E CANOPY. � ABOVE--- FLAT STOCK PPENETRATION7 00 X1.00 Al SEE STRUCTU L 1 -- NEW SADDLE FLASKING TUBE STEEL N111-114®10" WHERE FLAT STOCK FRAMING,SEE — ------..-..--— Sim Uj 00 -------- TOUCHES(E)WALL STRUCTURAL � EXISTING PARAPET CN CAP FLASHING -- CONTINUOUS BEAD OF 6'W IDE NT AROUND ALL � C3I� 7 EDGES OF SADDLE SLATS -- A1,00 FLASHING( P) s ROOF I -- EXISTING SHEET BELOW t ACETAL COVER PERMIT SET - EXISTING W8X15 STEEL 3"GAP PARAPET BALL FRAMES,SEE BETWEEN STRUCTURAL--\ FRAME AND t_A6A1Z " . 14 ROOF---- E PLAN! NORTH 1 CONCRETE — -- --- S�RLICT�SEL PHARMACA LJ tt tt SCALE e 1 @4® 1 P_ R@ _DEE�TAIL Al000 11`-10"VERI TUBE STEEL _ Sim —_._—_—_—____ _—_—_-- FRAMING,SEE JONATHAN H.DUNN,ARCHITECT -STRUCTURAL - - - - _ ___ _._. .-- ---- - 1 DATE DESCIPTION 08.13.14 PRELIM S�a?F 6" IDE / - SLATS I f BELOW ¢"pB4 I / 3"GAP W8X15 STEEL / SEWEEN FRAMES,SEE /FP AhEAND ---STRUCTURAL F1/ ROOF DRAWN BY BID, CE CHECKED BY DH Im P9 // 1 CONCRETE OTINGiISEE J 13-ATS-4062 STRUCT I 1 I tw r� ��A REUSE OF DOCUMENTS STRUCTURAL NOTES This document,and the ideas GREENWAY TOWN CENTER SIGNAGE DESIGN -VLMK JOB#201403M and designs incorporated,as an instrument of professional C E service is the property of DIVISION 1 - GENERAL IVF I CODE REQUIRED SPECIAL INSPECTION AND MATERIALS TESTING PROGRAM (2009 IBC) SPECIAL INSPECTION PROGRAM NOTES: AJD Western Design Group, Inc. SOILS AND FOUNDATION SUBGRADE_- COMMENTS DURATION INSPECTION AGENCY 1. DURATION REFERS TO TIME AND FREQUENCY OF INSPECTION FOR THE PORTIONS OF WORK IND", T�D.,i and is not to be used,in whole , w) (4 � & GENERAL , 2'J 1 in part,for any reason without A.I. THESE NOTES SET MINIMUM STANDARDS FOR CONSTRUCTIOK THE DRAW94GS GOVERN OVER THE FOOTING EXCAVATION AND COMPACTION P GEOTECHNICAL C®CONTINUOUS INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT ALL TIMES,OBSERVING THE it*written authorization of WORK REQUIRING SPECIAL INSPECTION. V) 't 4-% GENERAL NOTES TO THE EXTENT SHOWW. 'LL,211 1 tj F7'r f :7 P=PERIODIC INSPECTION IN WHICH THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERV RD Western Design Group, Inc. X2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON DRAWINGS AND IN FIELD. CONCRETE: CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE Vw N COORDINATE LOCATIONS OF OPENINGS THROUGH FLOORS,ROOFS AND WALLS WITH ARCHITE CTURAL, WINGS AND SPECIFICATIONS. MECHANICAL AND ELECTRICAL DRAWL NGS. NOTIFY VLMK CONSULTING ENGINEERS(VLM )OF ANY DISCREPANCIES OR IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN OR NOTED. A-3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORT PRIOR TO COMPLETION OF FOOTING FORMWORK AND REINFORCING PLACEMENT P TESTING LAB 2- THE INSPECTION AGENCIES ARE AS FOLLOWS: VERTICAL AND LATERAL LOAD SYSTEMS. VLMK HAS NOT BEEN RETAINED TO PROVIDE ANY SERVICES PRIOR TCA DURING CONCRETE PLACEMENT FOR ENGINEER. VLMK CONSULTING ENGINEERS S U L T I N G G I N E E R S RELATED TO JOB SITE SAFETY PRECAUTIONS,OR TO REVIEW THE MEANS, Tiwoos, rECHNIQUES, CAST A14CHOR BOLTS AND EMBEDMENT PLATES C TES7M LAB GEOTECHNICAL TO BE DETERMINED 9M SEQUENCES,OR PROCEDURES FOR THE CONTRACTOR TO PERFORM WORK. UNLESS WE ARE TESTING LAB: TO BE DETERMINED SPECIFICALLY RETAINED AND COMPENSATED TO DO OTHERWISE,OUR WORK IS LIMITED TO THE DESIGN DRILLED-4N ADHESIVE ANCHORS,RODS AND DOWELS SHALLPER ICC EVALUATION REPORT C TESTING LAB TESTING LAB SHALL PER INSPECTIONS OF ALL PORTIONS OF WORK DESIGNATED IN THE PROGRAM. THE 3933 SW Kelly Avenue OF WORK DESCRIBED ON OUR DRAWINGS FOR THIS PROJECT. BE CONTINUOUSLY INSPECTED DURING INSTALLATION SELECTED INSPECTION AGENCY SHALL BE APIA RECTI D,APPROVED SPECIAL INS CTT AGENCY EMPLOYED Portland ® Oregon 972394393 A.4, WHERE REFERENCE IS MADE TO ASTM,AISC,ACI OR OTHER STANDARDS,THE LATEST ISSM SHALL BY THE OWNER OR OWNERS AGENT,NOT THE CONTRACTOR OR SUB CONTRACTOR,PER I.B.C.SECTION 1704.1. 5M="3 vlmk@vtrnk.com APPLY. DRILLE134N PA IQ ANCHORS IN CONCRETE PER ICC EVALUATION REPORT C TESTING LAB THE SPECIAL INSPECTORS DUTIES REGARDING THE PORTIONS OF WORK ARE DESCRIBED IN CHAPTER 17 OF THE 503.24&9263 www.v1rrkcorn A.5 INSPECTION AND/OR JOB SUPERVkSION IS NOT PROVIDED BY VLMK I_ .C.. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE,TO THE STRUCTURAL WELDING AND HIGH-STRENGTH BOLTING: SATISFACTION OF THE BUILDING OFFICIAL,FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR A.6, ALL WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2009 INTERNATIONAL BUILDING CODE QBC)AS OPERATION REQUIRING SPECIAL INSPECTION. AMENDED BY THE STATE OF OREGON(2010 OREGON STRUCTURAL SPECIALTY CODE)AND ALL OTHER STATE AND LOCAL BUILDING REQUIREMENTS THAT APPLY. MATERIAL VERIFICATION OF STRUCTURAL STEEL,DECKING, LL1 HIGH STRENGTH BOLTS,NUTS AND WASHERS,ANCHOR P TESTING LAB 3. DUTIES OF THE SPECIAL INSPECTOR TO INCLUDE, UTA NOT LIMITED TO: F- A.7. DESIGN CPJTERIA.- RODS,AND WELD FILLER MATERIALS A. ACKNOWLEDGE THE SPECIAL INSPECTION PROGRAM AND THE SPECIAL INSPECTION AND TESTING AGREEMENT, Al.a. WIND LOAD(PER IC 16D3.1.4) SINGLE PASS FILLET WELDS X16® SMALLER P TESTING LAB PROVIDED J BY THE LOCAL URISDICTION. BASIC WIND SPEED(3-SECOND GUST) 95 MPH B THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT < WIND IMPORTANCE FACTOR (1w) — 1.0 NOWDESTRUCTIVE TESTING DRAWINGS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF ;if OCCUPANCY CATEGORY 11 COMPLETE AND PARTIAL JOINT PENETRATION WELDS PER I.B.C. 1704.&1 AND C TESTING LAB THE CONTRACTOR FOR CORRECTION,THEN,IFFNCORRECTED,TO THE ENGINEER AND TO THE BUILDING Z OFFICIAL- WIND EXPOSURE -B AWS D1.1 SECTION 6 C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING HIGH STRENGTH A325N AND A49ON BOLT INSTALLATION VERIFY ALL BOLTS INSTALLED P TESTING LAB OFFICIAL,ARCHITECT,ENGINEER,CONTRACTOR,AND(OTHER DESIGNATED PARTIES),IN A TIMELY MANNER, THE GREENWAY R I 1 7) < A.8. THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE CONSTRUCTION OF TD'SNUG TIGHT'CONDITION ESTABLISHED AT THE PRE-CONSTRUCTION WETING. Z TOWN CENTER SIGNAGE DESIGN PROJECT LOCATED IN IIGARR OREGON. POSSESSION OF THESE D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL 0 :C DRAWINGS DOES NOT GRANT A LICENSE TO CONSTRUCT OR FABRICATE THE WHOLE,OR PARTS OF THIS STRUCTURAL MASONRY: INSPECTION WAS INSPECTED,AND WHETHER THE WORK IS IN GENERAL CONFORMANCE WITH THE APPROVED CK PROJECT IN OTHER LOCATIONS. PERMIT DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE 0 DRILIED4N ADHESIVE ANCHORS,RODS AND DOWELS SHALL PER ICC EVALUATION REPORT C TESTING LAB INTERNATIONAL BUILDING CODE. Z &9. PROVIDE SHOP DRAWINGS FOR ALL STRUCTURAL PRODUCTS DELIVERED TO THE PROJECT.FOR BIDDER BE CONTINUOUSLY INSPECTED DURING INSTALLATION 0 1 DESIGNED ITEMS(DEFERRED SUBMITTALS),THE DRAWINGS AND CALCULATIONS SHALL BEAR THE 55 9 STAMP OF AN ENGINEER(PRODUCT ENGINEER)REGISTERED IN THE STATE WHERE THE PROJECT IS APPROVED FABRICATORS: 4. DUTIES OF THE CONTRACTOR INCLUDE,BUT ARE NOT LIMITED TO: LU LOCATED SUCH DRAWINGS SHALL CERTIFY THAT THE DRAWINGS HAVE NOT DEVIATED FROM THE VLMK A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE 0 -$ DESIGN IN ANY WAY,OR SHALL CALL TO THE ATTENTION OF VLMK THAT THE PRODUCT ENGINEER HASSUCH INSPECTION. Z CERTIFICATE OF COMPLIANCE MUST BE SUBMITTED TO THE DEVIATED FROM THE VLMK DESIGN DRAWINGS. SUCH DEVIATION MAY BE CAUSE FOR REJECTING THELLJ Z ARCHITECT OR ENGINEER OF RECORD,FOR ALL OFF SITE M ALL WORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN 0 SHOP DRAWINGS.SEE DRAWINGS FOR ITEMS CLASSIFIED AS DEFERRED SUBMITTALS. VLMK WILL P TESTING LAB OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE R FABRICATION SUCH AS STRUCTURAL STEEL,OPEN-WEB STEEL UJ EVIEA W ND MARK-UP A MAXIMUM OF THREE COPIES OF SUBMITTALS.THE CONTRACTOR WILL BE JOISTS AND GIRDERS,GLU-LAMS,AND PRE-CAST CONCRETE BUILDING OFFICIAL < RESPONSIBLE FOR DUPLICATING MARK-UPS IFA DDITIONAL COPIES ARE REQUIRED. SUBMITTALS WILL CPROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT BE STAMPED AND RETURNED TO THE GENERAL CONTRACTOR WITHIN TWO WEEKS.FAX . SUBMITTALS 0 THE JOB SITE. WILL NOT BE ACCEPTED WITHOUT PRIOR APPROVAL- ALL SUBMITTALS SHALL BE REVIEWED AND UiC0 D. MAINTN AT THE JOB SITE,COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR, 8 1 0) STAMPED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER UNLESS OTHERWISE AI0 1 A I < INDICATED,SHOP DRAWINGS SHALL BE PROVIDED ON THE FOLLOWING- A.9.a. STRUCTURAL STEEL AND MISCELLANEOUS STEEL L A.9.b. ALL REINFORCING STEEL DIVISION 2 - SITE WORK Uj A. GENERAL A.I. DESIGN SOIL PRESSURE 2,500 PSF LL PLUS DL PER GEOTECHNICAL INVESTIGATION PREPARED BY Z 0 GEODESIGN,INC DATED MAY 6, 13. W Z CY) A-2. ALL FOOTINGS TO BEAR A MINIMUM IS INCHES BELOW FINAL GRADE ON FIRM,UNDISTURBED SOIL OR CN APPROVED COMPACTED FILL NOTIFY VLMK BEFORE PROCEEDING IFA UNUSUAL CONDITIONS ARE 04 ENCOUNTERED IN THE FOOTING EXCAVATIONS. Z — A.3. DO NOT EXCAVATE CLOSER THAN 2-1 SLOPE BELOW FOOTING EXCAVATIONS. AA. CLEAN ALL FOOTING EXCAVATIONS OF LOOSE MATERIAL 0 Cl) DIVISION 3- CONCRETE AND REINFORCING 0 - CK A. CONCRETE MIXIMATERIAL Z CO A.I. STRENGTH: AVERAGE 28 DAY CONCRETE STRENGTH DETERMINED BY JOB CAST LAB CURED CYLINDER 0 TO BE AS INDICATED BELOW PLUS INCREASE DEPENDING ON THE PLAN17S STANDARD DEVIATION AS SPECIFIED IN ACI 31$, PROVIDE MIX DESIGNS TO THE ENGINEER FOR ALL CONCRETE TO BEF- CLEARLY LABEL ALL MIX DESIGNS FOR PROPOSED AREA OF USE. W 0 A2_ MINIMUM MIX REQUIREMENTS. 00 W T_ LOCATION MIN. P. SLUMP IN.CEM. ADMIXTURES CNI STRENGTH (a) CONTENT 0 FOOTINGS 3.000 PSI 0"--51 470 LB NONE (a)- SLUMP EXCEEDING SPECIFIED LIMITS SHALL NOT BE INCORPORATED IN THE PROJECT EXCEPT BY WRITTEN APPROVAL FROM ENGINEER- (b)- WRA=WATER REDUCING AGENT. A.3. USE TYPE I CEMENT,PER ASTM C-1 50 UNLESS OTHERWISE APPROVED. PERMIT SET AA. AGGREGATE ASTM C33. SIZE TO BE 3/4 INCH MINUS. A.5. WATER REDUCING AGENT O&RA)SHALL BE POLYHEED R-1 OR DURACEM 55(MINIMUM 6 0Z_PER 100 08.26.14 POUNDS CEMELY WITH ASTM C-494 A.& PLACE AND CURE ALL CONCRETE PER ACI CODES AND STANDARDS. B. REINFORCING BA. ALL REINFORCING TO BE ASTM A615 GRADE 6D UNLESS OTHERWISE NOTED. 62. FABRICATE AND INSTALL REINFORCING STEEL ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES-ACI STANDARD 315. DIVISION 5 - METAL A. GENERAL C T A.1. ALL STRUCTURAL MEMBERS TO BE DETAILED,FABRICATED AND ERECTED INA E WITH THE Rof-,f SIP, LATEST EDITION OF AIC STANDARDS. SUBMIT SHOP DRAWINGS OF COLUMNS AND MISCELLANEOUS STEEL- B. MATERIALS P B.1, ALL STEEL W SECTIONS TO BE ASTM A992 TYPICAL UNLESS OTHERWISE NOTED. ORE N 13.2. ALL STEEL PLATE,ANGLES,CHANNELS, C.TO BE AS A36 TYPICAL UNLESS OTHERWISE NOTED. B.3. STRUCTURAL TUBING TO BE ASTM A500 GRADE B(Fy=46 K31 RECTANGULAR Fy=42 KSI ROUND). 31 BA. UNLESS OTHERWISE NOTED,BOLTS TO BE A325N FOR STEEL TO STEEL CONNECTIONS. B.5. ANCHOR BOLTS AND WOOD CONNECTIONS TO BE A307. PROVIDE STANDARD PLATE WASHERS UNDER ALL BOLT HE AND NUTS IN CONTACT WITH WOOD. EXPIRES: C. DRILLED ANCHOR BOLTS: ADHESIVE ANCHORS: DATE DESCI ON BASE MATERIAL PRODUCT I.C.G4 C14 CONCRETE S1 SETXP ADHESIVE ANCHOR ESR-2508 CONCRETE HILTI Hrr4?E 500-81)ADHESIVE ANCHOR ESR-2322 CONCRETE HILII HIT-HY 150 MAX-SD ADHESIVE ANCHOR ESR-3013 CONCRETE POWERS PE1000+EPDXY ADHESIVE ANCHOR ESR-2583 MASONRY HILT!HIT-HY 150 MAX ADHESIVE ANCHOR ESR-1967 7 a. EXPANSION ANCHORS- 0 Z BASE MATERIAL PRODUCT LC.C.# Z CONCRETE SIM PSON STRONG-BOLT WEDGE ANCHOR ESR-1771 < DRAWN CONCRETE HILTI KWIK BOLT TZ ANCHOR ESR-1917 BY KDR (n C W CONCRETE POWERS POWER-STUD+S5171 = 1 ANCHOR ESR-2818 CHECKED BY KMK 0 Z CONCRETE POWERS POWER-STUD+SD2 ANCHOR ESR-2502 C.1. OTHER ANCHORS ARE ACCEPTABLE ONLY THP WRITTEN APPROVAL OF ENC4NEEf;L INSTALL ALL EJO B :# 2014=0386 ANCHORS PER MANUFACTUMITS INSTRUCTIONS. PROVIDE MINIMUM EMBEDMENT AND SPACING UNLESS NOTED OTHERWISE ON DRAWINGS. SPECIAL INSPECTION OF ANCHOR INSTALLATION IS REQUIRED UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. STRUCTURAL NOTES& D. WELDING SPECIAL INSPECTIONS D.1. ALL WELDS TO BE MADE BY CERTIFIED WELDERS TO AWS STANDARDS WITH E70XX ELECTRODES. CONTRACTOR SHALL PAY SPECIAL ATTENTION TO THE MEANS AND METHODS OF CONSTRUCTION THEY ANTICIPATE EMPLOYING ON THE PROJECT SOME WELDS SHOWN AS SHOP WELDS MAY NEED TO BE FIELD WELDS TO AID ERECTION. 0 C14 Soso REUSE OF DOCUMENTS This document and the ideas and designs incorporated,as an instrument of professional service is the property of Western Design Group,Inc. 10'-(r TYP and is not to be used,in whole 1®-4" in rt, any n wfflxxA 11 �� ' ➢RR°°'o®�'rFiRY T—_,�--:___�—� _�__..PsPPo_—_mm_—___PtI[I—_--_—_eBPtP,Pa_��_�®�W#P@PW#t##a� ' PItPPII@8#ai� � #ki@WPPaatPItPt a@@66ttaIPWttWf tttPPa$@ttPIIPWt taaitaaatatIttP ��ias#atWtiw „" �1 � ` ' e authorization Sim 2.0 4 6 Western Design Inc. 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NOTIFY ENGINEER OF RECORD IMMEDIATELY T H ANY NOTIFYER OF RECORD IMMEDIATELY OF RECORD IMMEDIATELY DISCREPANCIES. DISCREPANCIES. DISCREPANCIES. 3, CONTRACTOR TO VERIFY ALL FOOTING INC ELEVATT E FOLLOWING RIA TOP OF F001ING TO BE MINIMUM 12" PERMIT SET BELOW FINISH GRADE AND FINISH FLOOR.BOTTOM OF FOOTING TO BE A MINIMUM OF 18"BELOW FINISH GRADE. 08.26.14 4, SEE GEOTECHNICAL FOR SUBGRADE PREPARATIONAND COMPACTION TO SUPPORT FOUNDATIONS AND CONCRETE SLAB ON GRADE. t UC 'TU ,q PROfe R 'Q� C3 23, ?v RIRE 4kkwW DATE DESCIPTM 0 I 0 01 CP DRAWN YR CHECKED Y z J20140386 I STRUCTURAL 0 n S1000 N REUSE OF DOCUMENTS This docurnent,and the ideas and designs incorporated,as an instrument of professional BEAM PER PLAN I r-P MAX service is the property of Western Design Group,Inc. and is not to be used,in whole 114 or in part,for any reason without the written authorization of Western Design Group,Inc. CAR PLATE PER r2 PER TYPICAL _--a CJP TYPIC114 AL CAP PLATE TO MATCH BEAM FLANGE THICKNESS 3116 3116 0 M PER PLAN C'P ?A1 1W PLATE x RE01) RADIUS COPE AS REQ1) 0 N S U L T I N G 1/4 PLATE 1/4 x REQD WrrH Q DIA THRU-BOLTS IMT" (2)3(4 INGIN EERS 1/4 114 3/16 3" EAM PER PLAN Portland - Oregon 97239-4393 1 1r2r I / 5 3 vi (3)SIDES SIGNAGE FRAMING DETAIL 03M445mki @vmk.CDM 3/1 (3)STIFFENER PLATES 19 K5 150324&9263 www.vbnLCDM BASE PLATE STIFFENER PLATE TO MATCH UMN PER PLAN PERWTYPICAL -------COLUMN PER PLAN BEAM FLANGE THICKNESS 0 EACH SIDE FCOL LU BEAM PER PLAN F- FIELD VERIFY SLOPE X: L 0 6A6— BEAM PER PLAN W COLUMN PER PLAN - ----- 3 11T FIELD VERIFY SLOPE (E)CMU PIER CJP TYPICAL 114 COLUMN PER PLAN z ST'IFFENER PLATE TO MATCH 1 1 3 112* 3116 AS OCCURS 0 BEAM FLANGE THICKNESS EACH SIDE 7 SIDEWALK—� —3/4"BASE PLATE WITH TYPICAL> z (4)314"DIA x 9"EMBED 1k TS 0 6 —LINE OF(E)BUILDING z z 0 CjP STIFFENER PLATE TO MATCH Ir-P STIFFENER PLATE LINE OF(E)BUILDING 0 0 Z BEAM FLANGE THICKNESS EERP S71FFENER PLATES— I�—m- f_ EAM PER PLAIN,TYPICAL PERWTYPICAL CO La m EACH SIDE LLI A (2)#4 x RECKARED EPDXY 1/2'STIFFENER PLATE DOWELS AT 6"O.C. 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W F- 0 z r4')I SIGNAGE FRAMING DETAIL W Z >_ CY) rl SIGNAGE FOUNDATION DETAIL ��2 SIGNAGE FRAMING DETAIL 3 SIGNAGE FRAMING DETAIL (N 1"=V-T 1'-W V-0, 1"= C'4 Z r,' _j Uj J (3)SIDES,TYPICAL (3)SIDES,TYPICAL 1/4 1/4 m 0 < < < z 1/4 1/4 CAP PLATE PER MITER L3x3x114 x RECrD EACH SIDE L3x3xl/4 x REQU EACH SIDE BEAM PER PLAN WITH—� BEAM PER PLAN WITH z 00 LU 1/4"CAP PLATE 1/4"CAP PLATE Uj 1/47 r 1r2x4x1 I BASE PLATE WITH 1r2x4x11 BASE PLATE WITH (2)314"DIA x 6"EMBED EPDXY (2)3W DIA THRLJBO1T3 ANCHORS AT 8"O.C. AT 8"O.C. 3ROUTED T T ER PLAN,T) CELLS MUST BE C STIFFENER PLATES— -i EAM PER PLAN,TYPICAL AM PERWTYPICAL 4BEAM CONNECTION PERWICAL PERMIT SET 08.26.14 3- 1 EQ EQ/, ,.EQ.,,.-E'Q'L UMN PER PLAN OF(E)ROOF —(E)CMU WALL WITH INE OF(E)ROOF —(E)2x8 WOOD WALL AT 16'0.C. 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